The NGS Data Sheet
See file dsdata.txt for more information about the datasheet.
DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.87.6
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0676 ***********************************************************************
 DC0676  DESIGNATION -  1
 DC0676  PID         -  DC0676
 DC0676  STATE/COUNTY-  CA/SAN DIEGO
 DC0676  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0676
 DC0676                         *CURRENT SURVEY CONTROL
 DC0676  ___________________________________________________________________
 DC0676* NAD 83(1986)-  32 34 03.     (N)    117 06 19.     (W)     SCALED    
 DC0676* NAVD 88     -         8.78   (+/-2cm)      28.8    (feet)  VERTCON   
 DC0676  ___________________________________________________________________
 DC0676  GEOID HEIGHT-         -35.25  (meters)                     GEOID09
 DC0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0676
 DC0676.The horizontal coordinates were scaled from a topographic map and have
 DC0676.an estimated accuracy of +/- 6 seconds.
 DC0676.
 DC0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0676
 DC0676.The vertical order pertains to the NGVD 29 superseded value.
 DC0676
 DC0676.The geoid height was determined by GEOID09.
 DC0676
 DC0676;                    North         East    Units  Estimated Accuracy
 DC0676;SPC CA 6     -   544,780.    1,919,680.      MT  (+/- 180 meters Scaled)
 DC0676
 DC0676                          SUPERSEDED SURVEY CONTROL
 DC0676
 DC0676  NGVD 29 (??/??/??)    8.134  (m)           26.69   (f) ADJUSTED    1 2
 DC0676
 DC0676.Superseded values are not recommended for survey control.
 DC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0676.See file dsdata.txt to determine how the superseded data were derived.
 DC0676
 DC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS901033(NAD 83)
 DC0676
 DC0676_MARKER: Z = SEE DESCRIPTION
 DC0676_SETTING: 0 = UNSPECIFIED SETTING
 DC0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0676
 DC0676  HISTORY     - Date     Condition        Report By
 DC0676  HISTORY     - UNK      MONUMENTED       RBNF
 DC0676  HISTORY     - 1974     POOR             NGS
 DC0676
 DC0676                          STATION DESCRIPTION
 DC0676
 DC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DC0676'1 MI S FROM IMPERIAL BEACH.
 DC0676'THE MARK WAS SEARCHED FOR USING A DESCRIPTION PROVIDED BY
 DC0676'ROCKVILLE OVER THE PHONE AND POSSIBLY FOUND.  THE SEARCH WAS
 DC0676'CONDUCTED AT THE MAIN GATE TO THE NAVAL AIR STATION AT IMPERIAL
 DC0676'BEACH.  A COPPER ROD WAS FOUND IN THE APPROXIMATE DESCRIBED
 DC0676'LOCATION.  BUILDING 94 WAS NOT LOCATED NOR WAS THE FENCE.  THE
 DC0676'ROD WAS 49 FEET NORTHWEST OF THE PRESENT GUARD HOUSE.  THE GUARD
 DC0676'HOUSE MAY HAVE BEEN RELOCATED IN RECENT CONSTRUCTION.  A COPPER
 DC0676'ROD WAS FOUND DISTURBED AND BENT HORIZONTAL PARALLEL WITH THE
 DC0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0048 ***********************************************************************
 DY0048  DESIGNATION -  1 DPW
 DY0048  PID         -  DY0048
 DY0048  STATE/COUNTY-  CA/ORANGE
 DY0048  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0048
 DY0048                         *CURRENT SURVEY CONTROL
 DY0048  ___________________________________________________________________
 DY0048* NAD 83(1986)-  33 47 56.     (N)    118 03 16.     (W)     SCALED    
 DY0048* NAVD 88     -         9.04   (+/-2cm)      29.7    (feet)  VERTCON   
 DY0048  ___________________________________________________________________
 DY0048  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0048  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0048
 DY0048.The horizontal coordinates were scaled from a topographic map and have
 DY0048.an estimated accuracy of +/- 6 seconds.
 DY0048.
 DY0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0048
 DY0048.The vertical order pertains to the NGVD 29 superseded value.
 DY0048
 DY0048.The geoid height was determined by GEOID09.
 DY0048
 DY0048;                    North         East    Units  Estimated Accuracy
 DY0048;SPC CA 6     -   682,470.    1,832,920.      MT  (+/- 180 meters Scaled)
 DY0048
 DY0048                          SUPERSEDED SURVEY CONTROL
 DY0048
 DY0048  NGVD 29 (??/??/92)    8.321  (m)           27.30   (f) ADJ UNCH    1 2
 DY0048
 DY0048.Superseded values are not recommended for survey control.
 DY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0048.See file dsdata.txt to determine how the superseded data were derived.
 DY0048
 DY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023403(NAD 83)
 DY0048
 DY0048_MARKER: N = NAIL
 DY0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0048_SP_SET: CULVERT
 DY0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0048
 DY0048  HISTORY     - Date     Condition        Report By
 DY0048  HISTORY     - UNK      MONUMENTED       CA1980
 DY0048  HISTORY     - 1945     GOOD             CGS
 DY0048  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY0048
 DY0048                          STATION DESCRIPTION
 DY0048
 DY0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0048'AT LOS ALAMITOS NAS.
 DY0048'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, AT THE MAIN GATE,
 DY0048'SET IN THE SOUTH CORNER OF THE WEST HEADWALL OF CULVERT, 10 FEET
 DY0048'WEST OF WEST CURB OF LEXINGTON DRIVE.  IRON NAIL SET IN LEADED
 DY0048'HOLE.  A DEPARTMENT OF PUBLIC WORKS BM 1.  IRON NAIL SET IN
 DY0048'LEADED HOLE.
 DY0048
 DY0048                          STATION RECOVERY (1964)
 DY0048
 DY0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0264 ***********************************************************************
 HT0264  DESIGNATION -  10+15 USE
 HT0264  PID         -  HT0264
 HT0264  STATE/COUNTY-  CA/ALAMEDA
 HT0264  USGS QUAD   -  SAN LEANDRO (1993)
 HT0264
 HT0264                         *CURRENT SURVEY CONTROL
 HT0264  ___________________________________________________________________
 HT0264* NAD 83(1986)-  37 43 34.     (N)    122 12 11.     (W)     SCALED    
 HT0264* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 HT0264  ___________________________________________________________________
 HT0264  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0264
 HT0264.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0264
 HT0264.The horizontal coordinates were scaled from a topographic map and have
 HT0264.an estimated accuracy of +/- 6 seconds.
 HT0264.
 HT0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0264
 HT0264.The vertical order pertains to the NGVD 29 superseded value.
 HT0264
 HT0264.The geoid height was determined by GEOID09.
 HT0264
 HT0264;                    North         East    Units  Estimated Accuracy
 HT0264;SPC CA 3     -   637,440.    1,849,880.      MT  (+/- 180 meters Scaled)
 HT0264
 HT0264                          SUPERSEDED SURVEY CONTROL
 HT0264
 HT0264  NGVD 29 (??/??/92)    0.440  (m)            1.44   (f) ADJ UNCH    1 2
 HT0264
 HT0264.Superseded values are not recommended for survey control.
 HT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0264.See file dsdata.txt to determine how the superseded data were derived.
 HT0264
 HT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG702757(NAD 83)
 HT0264
 HT0264_MARKER: P = PIPE CAP
 HT0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0264
 HT0264  HISTORY     - Date     Condition        Report By
 HT0264  HISTORY     - UNK      MONUMENTED       DOD
 HT0264  HISTORY     - 1956     GOOD             CGS
 HT0264  HISTORY     - 1963     GOOD             CGS
 HT0264
 HT0264                          STATION DESCRIPTION
 HT0264
 HT0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0264'AT OAKLAND MUN AIRPORT.
 HT0264'AT OAKLAND MUNICIPAL AIRPORT, AT THE C.A.A. BUILDING, 500 FEET
 HT0264'NORTHEAST OF AND ACROSS A TAXISTRIP FROM THE CENTER LINE OF A
 HT0264'NORTHWEST-SOUTHEAST RUNWAY, 52 FEET NORTHEAST OF THE NORTHEAST
 HT0264'EDGE OF THE NORTHWEST-SOUTHEAST TAXISTRIP, 9.4 FEET SOUTH OF
 HT0264'THE WEST CORNER OF THE BUILDING, 1.1 FEET SOUTH OF THE EAST
 HT0264'CORNER OF A FENCE AROUND AN ELECTRIC TRANSFORMER, ABOUT LEVEL
 HT0264'WITH THE TAXIWAY, AND ENCASED IN CONCRETE PROJECTING 0.4 FOOT
 HT0264'ABOVE THE GROUND.
 HT0264
 HT0264                          STATION RECOVERY (1963)
 HT0264
 HT0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV1062 ***********************************************************************
 EV1062  DESIGNATION -  1048 RESET
 EV1062  PID         -  EV1062
 EV1062  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1062  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1062
 EV1062                         *CURRENT SURVEY CONTROL
 EV1062  ___________________________________________________________________
 EV1062* NAD 83(1986)-  34 06 17.     (N)    117 17 38.     (W)     SCALED    
 EV1062* NAVD 88     -       320.42   (+/-2cm)    1051.2    (feet)  VERTCON   
 EV1062  ___________________________________________________________________
 EV1062  GEOID HEIGHT-         -32.83  (meters)                     GEOID09
 EV1062  VERT ORDER  -  THIRD (See Below)
 EV1062
 EV1062.The horizontal coordinates were scaled from a topographic map and have
 EV1062.an estimated accuracy of +/- 6 seconds.
 EV1062.
 EV1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1062
 EV1062.The vertical order pertains to the NGVD 29 superseded value.
 EV1062
 EV1062.The geoid height was determined by GEOID09.
 EV1062
 EV1062;                    North         East    Units  Estimated Accuracy
 EV1062;SPC CA 5     -   567,310.    2,065,150.      MT  (+/- 180 meters Scaled)
 EV1062
 EV1062                          SUPERSEDED SURVEY CONTROL
 EV1062
 EV1062  NGVD 29 (??/??/??)  319.65   (m)         1048.7    (f) RESET       3  
 EV1062
 EV1062.Superseded values are not recommended for survey control.
 EV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1062.See file dsdata.txt to determine how the superseded data were derived.
 EV1062
 EV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728738(NAD 83)
 EV1062
 EV1062_MARKER: DD = SURVEY DISK
 EV1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1062_SP_SET: MARBLE BLOCK
 EV1062_STAMPING: 1048 RESET 1925
 EV1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1062
 EV1062  HISTORY     - Date     Condition        Report By
 EV1062  HISTORY     - 1925     MONUMENTED       USGS
 EV1062  HISTORY     - 1956     GOOD             CGS
 EV1062  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1062
 EV1062                          STATION DESCRIPTION
 EV1062
 EV1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV1062'AT SAN BERNARDINO.
 EV1062'AT SAN BERNARDINO, ALONG 3RD STREET, AT THE INTERSECTION OF
 EV1062'E STREET, AT THE ANDERSON BUILDING, SET VERTICALLY IN THE EAST
 EV1062'FACE OF THE MARBLE BLOCK ON THE NORTH SIDE OF THE ELEVATOR
 EV1062'ENTRANCE, 2.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 EV1062'2.6 FEET NORTH OF THE NORTH EDGE OF THE ELEVATOR ENTRANCE, AND
 EV1062'2.0 FEET ABOVE THE SIDEWALK.  NOTE-- THE DISK IS LOOSE.
 EV1062
 EV1062                          STATION RECOVERY (1988)
 EV1062
 EV1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1062'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0776 ***********************************************************************
 DB0776  DESIGNATION -  11 A USN
 DB0776  PID         -  DB0776
 DB0776  STATE/COUNTY-  CA/IMPERIAL
 DB0776  USGS QUAD   -  SEELEY (1979)
 DB0776
 DB0776                         *CURRENT SURVEY CONTROL
 DB0776  ___________________________________________________________________
 DB0776* NAD 83(1986)-  32 49 40.     (N)    115 40 20.     (W)     SCALED    
 DB0776* NAVD 88     -       -13.77   (+/-2cm)     -45.2    (feet)  VERTCON   
 DB0776  ___________________________________________________________________
 DB0776  GEOID HEIGHT-         -34.51  (meters)                     GEOID09
 DB0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0776
 DB0776.The horizontal coordinates were scaled from a topographic map and have
 DB0776.an estimated accuracy of +/- 6 seconds.
 DB0776.
 DB0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0776
 DB0776.The vertical order pertains to the NGVD 29 superseded value.
 DB0776
 DB0776.The geoid height was determined by GEOID09.
 DB0776
 DB0776;                    North         East    Units  Estimated Accuracy
 DB0776;SPC CA 6     -   573,470.    2,054,100.      MT  (+/- 180 meters Scaled)
 DB0776
 DB0776                          SUPERSEDED SURVEY CONTROL
 DB0776
 DB0776  NGVD 29 (??/??/??)  -14.494  (m)          -47.55   (f) ADJUSTED    1 2
 DB0776
 DB0776.Superseded values are not recommended for survey control.
 DB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0776.See file dsdata.txt to determine how the superseded data were derived.
 DB0776
 DB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS242329(NAD 83)
 DB0776
 DB0776_MARKER: N = NAIL
 DB0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0776_SP_SET: PAVEMENT
 DB0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0776
 DB0776  HISTORY     - Date     Condition        Report By
 DB0776  HISTORY     - UNK      MONUMENTED       DOD
 DB0776  HISTORY     - 1945     GOOD             CGS
 DB0776
 DB0776                          STATION DESCRIPTION
 DB0776
 DB0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0776'AT EL CENTRO.
 DB0776'ON THE CENTERLINE OF THE SOUTH ONE OF TWO PARALLEL EAST-WEST
 DB0776'RUNWAYS, 20 FEET EAST OF THE WEST END OF THE PAVEMENT, FLUSH
 DB0776'WITH THE PAVEMENT.  A NAIL AND WASHER, SET IN THE RUNWAY PAVEMENT.
 DB0776'PAVEMENT PAINTED 11 A 952.475.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0473 ***********************************************************************
 FU0473  DESIGNATION -  126 C
 FU0473  PID         -  FU0473
 FU0473  STATE/COUNTY-  CA/KERN
 FU0473  USGS QUAD   -  MOJAVE (1992)
 FU0473
 FU0473                         *CURRENT SURVEY CONTROL
 FU0473  ___________________________________________________________________
 FU0473* NAD 83(1986)-  35 02 56.     (N)    118 10 16.     (W)     SCALED    
 FU0473* NAVD 88     -       835.781  (meters)    2742.06   (feet)  ADJUSTED  
 FU0473  ___________________________________________________________________
 FU0473  GEOID HEIGHT-         -31.54  (meters)                     GEOID09
 FU0473  DYNAMIC HT  -         834.821 (meters)    2738.91  (feet)  COMP
 FU0473  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 FU0473
 FU0473  VERT ORDER  -  FIRST     CLASS II
 FU0473
 FU0473.The horizontal coordinates were scaled from a topographic map and have
 FU0473.an estimated accuracy of +/- 6 seconds.
 FU0473.
 FU0473.The orthometric height was determined by differential leveling and
 FU0473.adjusted in June 1991.
 FU0473
 FU0473.The geoid height was determined by GEOID09.
 FU0473
 FU0473.The dynamic height is computed by dividing the NAVD 88
 FU0473.geopotential number by the normal gravity value computed on the
 FU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0473.degrees latitude (g = 980.6199 gals.).
 FU0473
 FU0473.The modeled gravity was interpolated from observed gravity values.
 FU0473
 FU0473;                    North         East    Units  Estimated Accuracy
 FU0473;SPC CA 5     -   671,830.    1,984,390.      MT  (+/- 180 meters Scaled)
 FU0473
 FU0473                          SUPERSEDED SURVEY CONTROL
 FU0473
 FU0473  NGVD 29 (??/??/??)  835.00   (m)         2739.5    (f) RESET       3  
 FU0473
 FU0473.Superseded values are not recommended for survey control.
 FU0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0473.See file dsdata.txt to determine how the superseded data were derived.
 FU0473
 FU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931790(NAD 83)
 FU0473
 FU0473_MARKER: DD = SURVEY DISK
 FU0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0473_SP_SET: CURB
 FU0473_STAMPING: 126-C 2738.80
 FU0473_MARK LOGO: CADH  
 FU0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0473
 FU0473  HISTORY     - Date     Condition        Report By
 FU0473  HISTORY     - UNK      MONUMENTED       CADH
 FU0473  HISTORY     - 1965     GOOD             CGS
 FU0473  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0473
 FU0473                          STATION DESCRIPTION
 FU0473
 FU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FU0473'AT MOJAVE.
 FU0473'AT MOJAVE, 0.35 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE
 FU0473'RAILROAD STATION AT MOJAVE, IN THE TOP OF THE NORTHWEST CORNER
 FU0473'OF THE CONCRETE CURB AROUND THE TRIANGLE FORMED BY THE JUNCTION
 FU0473'OF STATE HIGHWAY 58, 22.9 FEET EAST OF THE CENTER LINE HIGHWAY
 FU0473'14, 25.5 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH LEG OF
 FU0473'THE TRIANGLE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FU0473
 FU0473                          STATION RECOVERY (2004)
 FU0473
 FU0473'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0473'NOT FOUND.  INTERSECTION EXPANDED SO MARK IS LIKELY GONE
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1105 ***********************************************************************
 KS1105  DESIGNATION -  14
 KS1105  PID         -  KS1105
 KS1105  STATE/COUNTY-  CA/BUTTE
 KS1105  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1105
 KS1105                         *CURRENT SURVEY CONTROL
 KS1105  ___________________________________________________________________
 KS1105* NAD 83(1986)-  39 47 51.     (N)    121 50 38.     (W)     SCALED    
 KS1105* NAVD 88     -        76.795  (meters)     251.95   (feet)  ADJUSTED  
 KS1105  ___________________________________________________________________
 KS1105  GEOID HEIGHT-         -27.45  (meters)                     GEOID09
 KS1105  DYNAMIC HT  -          76.755 (meters)     251.82  (feet)  COMP
 KS1105  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KS1105
 KS1105  VERT ORDER  -  FIRST     CLASS II
 KS1105
 KS1105.This mark is at Chico Municipal Airport (CIC)
 KS1105
 KS1105.The horizontal coordinates were scaled from a topographic map and have
 KS1105.an estimated accuracy of +/- 6 seconds.
 KS1105.
 KS1105.The orthometric height was determined by differential leveling and
 KS1105.adjusted in June 1991.
 KS1105
 KS1105.The geoid height was determined by GEOID09.
 KS1105
 KS1105.The dynamic height is computed by dividing the NAVD 88
 KS1105.geopotential number by the normal gravity value computed on the
 KS1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1105.degrees latitude (g = 980.6199 gals.).
 KS1105
 KS1105.The modeled gravity was interpolated from observed gravity values.
 KS1105
 KS1105;                    North         East    Units  Estimated Accuracy
 KS1105;SPC CA 2     -   736,550.    2,013,370.      MT  (+/- 180 meters Scaled)
 KS1105
 KS1105                          SUPERSEDED SURVEY CONTROL
 KS1105
 KS1105  NGVD 29 (??/??/??)   76.084  (m)          249.62   (f) ADJUSTED    1 2
 KS1105
 KS1105.Superseded values are not recommended for survey control.
 KS1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1105.See file dsdata.txt to determine how the superseded data were derived.
 KS1105
 KS1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK989059(NAD 83)
 KS1105
 KS1105_MARKER: P = PIPE CAP
 KS1105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1105_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS1105_STAMPING: 14 1909 249
 KS1105_MARK LOGO: USGS  
 KS1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1105+STABILITY: SURFACE MOTION
 KS1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1105+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS1105
 KS1105  HISTORY     - Date     Condition        Report By
 KS1105  HISTORY     - 1909     MONUMENTED       USGS
 KS1105  HISTORY     - 1949     GOOD             CGS
 KS1105  HISTORY     - 1975     GOOD             NGS
 KS1105  HISTORY     - 19880718 GOOD             NGS
 KS1105  HISTORY     - 19971011 GOOD             USPSQD
 KS1105  HISTORY     - 20040324 GOOD             CADT
 KS1105
 KS1105                          STATION DESCRIPTION
 KS1105
 KS1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS1105'AT CHICO MUNICIPAL AIRPORT.
 KS1105'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 570 FEET EAST OF GATE
 KS1105'2 (FIRST STREET ENTRANCE), AT A RIGHT-ANGLE TURN IN THE OLD
 KS1105'LOCATION OF THE RICHARDSON SPRINGS ROAD, 132 FEET EAST OF THE
 KS1105'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT AT THE WEST
 KS1105'END OF THE CURVE, ON THE PROLONGATION TO THE EAST OF THE
 KS1105'CENTERLINE OF THE OLD ROAD, 33 FEET SOUTHEAST OF A GATEPOST
 KS1105'AT THE EAST END OF A 4-FOOT ROCK FENCE, 15 FEET SOUTH OF THE
 KS1105'CENTERLINE OF A FARM LANE LEADING EAST, AND 1.5 FEET WEST OF A
 KS1105'BARBED-WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KS1105'CAP, STAMPED 14 1909 249 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 KS1105'IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 KS1105
 KS1105                          STATION RECOVERY (1975)
 KS1105
 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (1988)
 KS1105
 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (1997)
 KS1105
 KS1105'RECOVERY NOTE BY US POWER SQUADRON 1997
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (2004)
 KS1105
 KS1105'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1201 ***********************************************************************
 DC1201  DESIGNATION -  15 USE
 DC1201  PID         -  DC1201
 DC1201  STATE/COUNTY-  CA/SAN DIEGO
 DC1201  USGS QUAD   -  DEL MAR (1975)
 DC1201
 DC1201                         *CURRENT SURVEY CONTROL
 DC1201  ___________________________________________________________________
 DC1201* NAD 83(1986)-  32 52 33.     (N)    117 08 04.     (W)     SCALED    
 DC1201* NAVD 88     -       137.52   (+/-2cm)     451.2    (feet)  VERTCON   
 DC1201  ___________________________________________________________________
 DC1201  GEOID HEIGHT-         -34.35  (meters)                     GEOID09
 DC1201  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1201
 DC1201.The horizontal coordinates were scaled from a topographic map and have
 DC1201.an estimated accuracy of +/- 6 seconds.
 DC1201.
 DC1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1201
 DC1201.The vertical order pertains to the NGVD 29 superseded value.
 DC1201
 DC1201.The geoid height was determined by GEOID09.
 DC1201
 DC1201;                    North         East    Units  Estimated Accuracy
 DC1201;SPC CA 6     -   579,000.    1,917,230.      MT  (+/- 180 meters Scaled)
 DC1201
 DC1201                          SUPERSEDED SURVEY CONTROL
 DC1201
 DC1201  NGVD 29 (??/??/??)  136.875  (m)          449.06   (f) ADJUSTED    1 2
 DC1201
 DC1201.Superseded values are not recommended for survey control.
 DC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1201.See file dsdata.txt to determine how the superseded data were derived.
 DC1201
 DC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS874375(NAD 83)
 DC1201
 DC1201_MARKER: S = SPIKE
 DC1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1201_SP_SET: POWER POLE BASE
 DC1201_STAMPING: BM NO 15 EL 452.58
 DC1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1201
 DC1201  HISTORY     - Date     Condition        Report By
 DC1201  HISTORY     - UNK      MONUMENTED       DOD
 DC1201  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC1201
 DC1201                          STATION DESCRIPTION
 DC1201
 DC1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1201'AT MIRAMAR NAAS.
 DC1201'0.5 MILE SOUTH OF THE NORTH GATE, AT THE FIRST STREET
 DC1201'INTERSECTION, 26.5 FEET NORTH OF THE CENTERLINE OF THE
 DC1201'EAST-AND-WEST STREET, 20 FEET WEST OF THE CENTERLINE OF THE
 DC1201'NORTH-AND-SOUTH STREET, IN THE EAST BASE OF THE NINTH POWER POLE
 DC1201'SOUTH OF THE NORTH GATE, 0.6 FOOT ABOVE GROUND LEVEL, AND BELOW
 DC1201'AN ALUMINUM PLATE, STAMPED BM NO 15 EL 452.58.  NOTE-- THE POWER
 DC1201'LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1343 ***********************************************************************
 DY1343  DESIGNATION -  15 USGS
 DY1343  PID         -  DY1343
 DY1343  STATE/COUNTY-  CA/LOS ANGELES
 DY1343  USGS QUAD   -  VENICE (1981)
 DY1343
 DY1343                         *CURRENT SURVEY CONTROL
 DY1343  ___________________________________________________________________
 DY1343* NAD 83(1986)-  33 57 39.     (N)    118 22 37.     (W)     SCALED    
 DY1343* NAVD 88     -        32.04   (+/-2cm)     105.1    (feet)  VERTCON   
 DY1343  ___________________________________________________________________
 DY1343  GEOID HEIGHT-         -35.88  (meters)                     GEOID09
 DY1343  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1343
 DY1343.The horizontal coordinates were scaled from a topographic map and have
 DY1343.an estimated accuracy of +/- 6 seconds.
 DY1343.
 DY1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1343
 DY1343.The vertical order pertains to the NGVD 29 superseded value.
 DY1343
 DY1343.The geoid height was determined by GEOID09.
 DY1343
 DY1343;                    North         East    Units  Estimated Accuracy
 DY1343;SPC CA 5     -   551,180.    1,965,160.      MT  (+/- 180 meters Scaled)
 DY1343
 DY1343                          SUPERSEDED SURVEY CONTROL
 DY1343
 DY1343  NGVD 29 (??/??/92)   31.289  (m)          102.65   (f) ADJ UNCH    1 2
 DY1343
 DY1343.Superseded values are not recommended for survey control.
 DY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1343.See file dsdata.txt to determine how the superseded data were derived.
 DY1343
 DY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727586(NAD 83)
 DY1343
 DY1343_MARKER: DD = SURVEY DISK
 DY1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1343_STAMPING: 15 1922
 DY1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1343+STABILITY: SURFACE MOTION
 DY1343
 DY1343  HISTORY     - Date     Condition        Report By
 DY1343  HISTORY     - 1922     MONUMENTED       USGS
 DY1343  HISTORY     - 1964     GOOD             CGS
 DY1343  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1343
 DY1343                          STATION DESCRIPTION
 DY1343
 DY1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DY1343'AT INGLEWOOD.
 DY1343'AT INGLEWOOD, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA AND
 DY1343'SANTA FE RAILWAY, 149.3 FEET NORTH OF THE CENTERLINE OF WEST
 DY1343'MANCHESTER AVENUE, 42.3 FEET WEST OF THE PROLONGATION TO THE
 DY1343'NORTH OF THE CENTERLINE OF REDONDO BOULEVARD, 25.1 FEET EAST OF
 DY1343'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 DY1343'TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DY1343'DISK, STAMPED 15 1922 AND SET IN THE TOP OF A CONCRETE POST.
 DY1343
 DY1343                          STATION RECOVERY (1964)
 DY1343
 DY1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2727 ***********************************************************************
 DX2727  DESIGNATION -  1507.53
 DX2727  PID         -  DX2727
 DX2727  STATE/COUNTY-  CA/RIVERSIDE
 DX2727  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2727
 DX2727                         *CURRENT SURVEY CONTROL
 DX2727  ___________________________________________________________________
 DX2727* NAD 83(1986)-  33 53 33.8    (N)    117 15 08.9    (W)     HD_HELD2  
 DX2727* NAVD 88     -       460.96   (+/-2cm)    1512.3    (feet)  VERTCON   
 DX2727  ___________________________________________________________________
 DX2727  GEOID HEIGHT-         -32.73  (meters)                     GEOID09
 DX2727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2727
 DX2727.The horizontal coordinates were established by autonomous hand held GPS
 DX2727.observations and have an estimated accuracy of +/- 10 meters.
 DX2727.
 DX2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2727
 DX2727.The vertical order pertains to the NGVD 29 superseded value.
 DX2727
 DX2727.Photographs are available for this station.
 DX2727
 DX2727.The geoid height was determined by GEOID09.
 DX2727
 DX2727;                    North         East    Units  Estimated Accuracy
 DX2727;SPC CA 6     -   691,875.    1,907,272.      MT  (+/- 10 meters HH2 GPS)
 DX2727
 DX2727                          SUPERSEDED SURVEY CONTROL
 DX2727
 DX2727  NGVD 29 (??/??/??)  460.200  (m)         1509.84   (f) ADJUSTED    2 0
 DX2727
 DX2727.Superseded values are not recommended for survey control.
 DX2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2727.See file dsdata.txt to determine how the superseded data were derived.
 DX2727
 DX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7665550290(NAD 83)
 DX2727
 DX2727_MARKER: X = CHISELED CROSS
 DX2727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2727_SP_SET: CULVERT
 DX2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2727
 DX2727  HISTORY     - Date     Condition        Report By
 DX2727  HISTORY     - UNK      MONUMENTED       USGS
 DX2727  HISTORY     - 1935     GOOD             CGS
 DX2727  HISTORY     - 20100504 GOOD             GEOCAC
 DX2727
 DX2727                          STATION DESCRIPTION
 DX2727
 DX2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DX2727'AT MARCH FIELD.
 DX2727'AT MARCH FIELD, 275 FEET EAST OF THE CONTROL TOWER, CUT ON THE
 DX2727'SOUTH END OF A TWIN PIPE CULVERT HEADWALL, 54 FEET
 DX2727'WEST-SOUTHWEST OF THE WEST GATE POST OF GATE NO. 32, 0.5 FEET
 DX2727'WEST OF THE EAST EDGE AND 0.4 FOOT NORTH OF SOUTH END OF
 DX2727'HEADWALL.  A CHISELED CROSS.
 DX2727
 DX2727                          STATION RECOVERY (2010)
 DX2727
 DX2727'RECOVERY NOTE BY GEOCACHING 2010 (CT)
 DX2727'PICTURES OF THIS MARK ARE AVAILABLE AT THE GEOCACHING WEBSITE
 DX2727'(WWW.GEOCACHING.COM).  SEARCH THE BENCHMARK SECTION USING THIS MARK'S
 DX2727'PID, AND VIEW LOG ENTRY BY 'COYOTE TRUST'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1556 ***********************************************************************
 HS1556  DESIGNATION -  153 RESET 1931
 HS1556  PID         -  HS1556
 HS1556  STATE/COUNTY-  CA/MERCED
 HS1556  USGS QUAD   -  ATWATER (1987)
 HS1556
 HS1556                         *CURRENT SURVEY CONTROL
 HS1556  ___________________________________________________________________
 HS1556* NAD 83(1986)-  37 20 06.     (N)    120 34 50.     (W)     SCALED    
 HS1556* NAVD 88     -        47.89   (+/-2cm)     157.1    (feet)  VERTCON   
 HS1556  ___________________________________________________________________
 HS1556  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 HS1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1556
 HS1556.The horizontal coordinates were scaled from a topographic map and have
 HS1556.an estimated accuracy of +/- 6 seconds.
 HS1556.
 HS1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1556
 HS1556.The vertical order pertains to the NGVD 29 superseded value.
 HS1556
 HS1556.The geoid height was determined by GEOID09.
 HS1556
 HS1556;                    North         East    Units  Estimated Accuracy
 HS1556;SPC CA 3     -   592,670.    1,992,860.      MT  (+/- 180 meters Scaled)
 HS1556
 HS1556                          SUPERSEDED SURVEY CONTROL
 HS1556
 HS1556  NGVD 29 (??/??/92)   47.137  (m)          154.65   (f) ADJ UNCH    1 2
 HS1556
 HS1556.Superseded values are not recommended for survey control.
 HS1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1556.See file dsdata.txt to determine how the superseded data were derived.
 HS1556
 HS1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG143347(NAD 83)
 HS1556
 HS1556_MARKER: P = PIPE CAP
 HS1556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1556_STAMPING: 153.100 B 1901
 HS1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1556
 HS1556  HISTORY     - Date     Condition        Report By
 HS1556  HISTORY     - 1901     MONUMENTED       USGS
 HS1556  HISTORY     - 1958     GOOD             CGS
 HS1556  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 HS1556  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 HS1556
 HS1556                          STATION DESCRIPTION
 HS1556
 HS1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1556'1.8 MI SE FROM ATWATER.
 HS1556'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1556'FROM THE STATION AT ATWATER, IN R13E T7S S7, ABOUT 4 POLES
 HS1556'NORTHWEST OF MILEPOLE 145, 46.7 FEET SOUTHWEST OF THE SOUTHWEST
 HS1556'RAIL, 62 FEET EAST OF THE CENTER OF THE T JUNCTION OF A FRONTAGE
 HS1556'ROAD AND STATION AVENUE, 21 FEET NORTHEAST OF THE CENTER LINE
 HS1556'OF THE ROAD, 12 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 HS1556'LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 HS1556'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HS1556
 HS1556                          STATION RECOVERY (1979)
 HS1556
 HS1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HS1556'MARK NOT FOUND.
 HS1556
 HS1556                          STATION RECOVERY (1987)
 HS1556
 HS1556'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (UNK)
 HS1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1203 ***********************************************************************
 DC1203  DESIGNATION -  16 USE
 DC1203  PID         -  DC1203
 DC1203  STATE/COUNTY-  CA/SAN DIEGO
 DC1203  USGS QUAD   -  DEL MAR (1975)
 DC1203
 DC1203                         *CURRENT SURVEY CONTROL
 DC1203  ___________________________________________________________________
 DC1203* NAD 83(1986)-  32 52 40.     (N)    117 08 06.     (W)     SCALED    
 DC1203* NAVD 88     -       136.82   (+/-2cm)     448.9    (feet)  VERTCON   
 DC1203  ___________________________________________________________________
 DC1203  GEOID HEIGHT-         -34.35  (meters)                     GEOID09
 DC1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1203
 DC1203.The horizontal coordinates were scaled from a topographic map and have
 DC1203.an estimated accuracy of +/- 6 seconds.
 DC1203.
 DC1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1203
 DC1203.The vertical order pertains to the NGVD 29 superseded value.
 DC1203
 DC1203.The geoid height was determined by GEOID09.
 DC1203
 DC1203;                    North         East    Units  Estimated Accuracy
 DC1203;SPC CA 6     -   579,220.    1,917,180.      MT  (+/- 180 meters Scaled)
 DC1203
 DC1203                          SUPERSEDED SURVEY CONTROL
 DC1203
 DC1203  NGVD 29 (??/??/??)  136.174  (m)          446.76   (f) ADJUSTED    1 2
 DC1203
 DC1203.Superseded values are not recommended for survey control.
 DC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1203.See file dsdata.txt to determine how the superseded data were derived.
 DC1203
 DC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873377(NAD 83)
 DC1203
 DC1203_MARKER: S = SPIKE
 DC1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1203_SP_SET: POWER POLE BASE
 DC1203_STAMPING: BM NO 16 EL 450.27
 DC1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1203
 DC1203  HISTORY     - Date     Condition        Report By
 DC1203  HISTORY     - UNK      MONUMENTED       DOD
 DC1203  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC1203
 DC1203                          STATION DESCRIPTION
 DC1203
 DC1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1203'AT MIRAMAR NAAS.
 DC1203'0.4 MILE SOUTH OF THE NORTH GATE, 37.4 FEET WEST OF THE
 DC1203'CENTERLINE OF THE ROAD, IN THE EAST BASE OF A POWER POLE (THE
 DC1203'SEVENTH POLE SOUTH OF THE NORTH GATE), 0.6 FOOT ABOVE THE GROUND,
 DC1203'AND BELOW AN ALUMINUM PLATE STAMPED BM NO 16 EL 450.27.
 DC1203'NOTE-- THE POWER LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1204 ***********************************************************************
 DC1204  DESIGNATION -  17 USE
 DC1204  PID         -  DC1204
 DC1204  STATE/COUNTY-  CA/SAN DIEGO
 DC1204  USGS QUAD   -  DEL MAR (1975)
 DC1204
 DC1204                         *CURRENT SURVEY CONTROL
 DC1204  ___________________________________________________________________
 DC1204* NAD 83(1986)-  32 52 46.     (N)    117 08 07.     (W)     SCALED    
 DC1204* NAVD 88     -       130.10   (+/-2cm)     426.8    (feet)  VERTCON   
 DC1204  ___________________________________________________________________
 DC1204  GEOID HEIGHT-         -34.35  (meters)                     GEOID09
 DC1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1204
 DC1204.The horizontal coordinates were scaled from a topographic map and have
 DC1204.an estimated accuracy of +/- 6 seconds.
 DC1204.
 DC1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1204
 DC1204.The vertical order pertains to the NGVD 29 superseded value.
 DC1204
 DC1204.The geoid height was determined by GEOID09.
 DC1204
 DC1204;                    North         East    Units  Estimated Accuracy
 DC1204;SPC CA 6     -   579,400.    1,917,160.      MT  (+/- 180 meters Scaled)
 DC1204
 DC1204                          SUPERSEDED SURVEY CONTROL
 DC1204
 DC1204  NGVD 29 (??/??/??)  129.450  (m)          424.70   (f) ADJUSTED    1 2
 DC1204
 DC1204.Superseded values are not recommended for survey control.
 DC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1204.See file dsdata.txt to determine how the superseded data were derived.
 DC1204
 DC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873379(NAD 83)
 DC1204
 DC1204_MARKER: S = SPIKE
 DC1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1204_SP_SET: POWER POLE
 DC1204_STAMPING: BM NO 17 EL 428.19
 DC1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1204
 DC1204  HISTORY     - Date     Condition        Report By
 DC1204  HISTORY     - UNK      MONUMENTED       DOD
 DC1204  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC1204
 DC1204                          STATION DESCRIPTION
 DC1204
 DC1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1204'AT MIRAMAR NAAS.
 DC1204'0.3 MILE SOUTH OF THE NORTH GATE, 19 FEET WEST OF THE
 DC1204'CENTERLINE OF THE ROAD, IN THE EAST BASE OF A POWER POLE (THE
 DC1204'FIFTH POLE SOUTH OF THE NORTH GATE), 0.3 FOOT ABOVE THE GROUND
 DC1204'LEVEL, AND BELOW AN AZIMUTH PLATE STAMPED BM NO 17 EL 428.19.
 DC1204'NOTE-- THE POWER LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1561 ***********************************************************************
 HS1561  DESIGNATION -  170.96
 HS1561  PID         -  HS1561
 HS1561  STATE/COUNTY-  CA/MERCED
 HS1561  USGS QUAD   -  ATWATER (1987)
 HS1561
 HS1561                         *CURRENT SURVEY CONTROL
 HS1561  ___________________________________________________________________
 HS1561* NAD 83(1986)-  37 21 47.     (N)    120 33 22.     (W)     SCALED    
 HS1561* NAVD 88     -        52.72   (+/-2cm)     173.0    (feet)  VERTCON   
 HS1561  ___________________________________________________________________
 HS1561  GEOID HEIGHT-         -31.72  (meters)                     GEOID09
 HS1561  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1561
 HS1561.The horizontal coordinates were scaled from a topographic map and have
 HS1561.an estimated accuracy of +/- 6 seconds.
 HS1561.
 HS1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1561
 HS1561.The vertical order pertains to the NGVD 29 superseded value.
 HS1561
 HS1561.The geoid height was determined by GEOID09.
 HS1561
 HS1561;                    North         East    Units  Estimated Accuracy
 HS1561;SPC CA 3     -   595,780.    1,995,030.      MT  (+/- 180 meters Scaled)
 HS1561
 HS1561                          SUPERSEDED SURVEY CONTROL
 HS1561
 HS1561  NGVD 29 (??/??/92)   51.970  (m)          170.50   (f) ADJ UNCH    1 2
 HS1561
 HS1561.Superseded values are not recommended for survey control.
 HS1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1561.See file dsdata.txt to determine how the superseded data were derived.
 HS1561
 HS1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG164379(NAD 83)
 HS1561
 HS1561_MARKER: DD = SURVEY DISK
 HS1561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1561_SP_SET: FOUNDATION
 HS1561_STAMPING: 170.96
 HS1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1561
 HS1561  HISTORY     - Date     Condition        Report By
 HS1561  HISTORY     - UNK      MONUMENTED       DOD
 HS1561  HISTORY     - 1958     GOOD             CGS
 HS1561  HISTORY     - 1982     GOOD             USGS
 HS1561
 HS1561                          STATION DESCRIPTION
 HS1561
 HS1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1561'AT CASTLE AIR FORCE BASE.
 HS1561'AT CASTLE AIR FORCE BASE, MERCED COUNTY, AT THE SEWAGE-TREATMENT
 HS1561'PLANT, ABOUT MIDWAY BETWEEN LARGE WOODEN VAT T 916 AND FRAME
 HS1561'OFFICE BUILDING T 917, IN THE TOP OF THE CONCRETE FOUNDATION
 HS1561'OF THE CIRCULATION PUMP, 0.8 FOOT SOUTHEAST OF THE NORTHWEST
 HS1561'CORNER, AND 2.1 FEET HIGHER THAN THE WALK SURROUNDING THE BASE
 HS1561'OF THE PUMP.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 HS1561'STAMPED 170.96.
 HS1561
 HS1561                          STATION RECOVERY (1982)
 HS1561
 HS1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HS1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1202 ***********************************************************************
 DC1202  DESIGNATION -  18 USE
 DC1202  PID         -  DC1202
 DC1202  STATE/COUNTY-  CA/SAN DIEGO
 DC1202  USGS QUAD   -  DEL MAR (1975)
 DC1202
 DC1202                         *CURRENT SURVEY CONTROL
 DC1202  ___________________________________________________________________
 DC1202* NAD 83(1986)-  32 52 51.     (N)    117 08 07.     (W)     SCALED    
 DC1202* NAVD 88     -       135.97   (+/-2cm)     446.1    (feet)  VERTCON   
 DC1202  ___________________________________________________________________
 DC1202  GEOID HEIGHT-         -34.34  (meters)                     GEOID09
 DC1202  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1202
 DC1202.The horizontal coordinates were scaled from a topographic map and have
 DC1202.an estimated accuracy of +/- 6 seconds.
 DC1202.
 DC1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1202
 DC1202.The vertical order pertains to the NGVD 29 superseded value.
 DC1202
 DC1202.The geoid height was determined by GEOID09.
 DC1202
 DC1202;                    North         East    Units  Estimated Accuracy
 DC1202;SPC CA 6     -   579,560.    1,917,160.      MT  (+/- 180 meters Scaled)
 DC1202
 DC1202                          SUPERSEDED SURVEY CONTROL
 DC1202
 DC1202  NGVD 29 (??/??/??)  135.320  (m)          443.96   (f) ADJUSTED    1 2
 DC1202
 DC1202.Superseded values are not recommended for survey control.
 DC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1202.See file dsdata.txt to determine how the superseded data were derived.
 DC1202
 DC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873380(NAD 83)
 DC1202
 DC1202_MARKER: S = SPIKE
 DC1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1202_SP_SET: POWER POLE
 DC1202_STAMPING: BM NO 18 EL 447.46
 DC1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1202
 DC1202  HISTORY     - Date     Condition        Report By
 DC1202  HISTORY     - UNK      MONUMENTED       DOD
 DC1202  HISTORY     - 1955     GOOD             CGS
 DC1202
 DC1202                          STATION DESCRIPTION
 DC1202
 DC1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1202'AT MIRAMAR NAAS.
 DC1202'AT MIRAMAR NAVAL AUXILIARY AIR STATION, 0.3 MILE EAST ALONG A
 DC1202'PAVED STREET FROM THE CONTROL TOWER, THENCE 0.4 MILE NORTH
 DC1202'ALONG A PAVED STREET, AT THE TOP OF THE NORTH BANK OF A ROAD
 DC1202'DIP, 19 FEET WEST OF THE CENTER LINE OF THE STREET, ABOUT 1 FOOT
 DC1202'HIGHER THAN THE STREET, 0.1 FOOT BELOW A METAL PLATE STAMPED
 DC1202'BM NO. 18 EL 447.46, AND DRIVEN IN THE EAST SIDE OF A POWER
 DC1202'LINE POLE 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS2105 ***********************************************************************
 JS2105  DESIGNATION -  2
 JS2105  PID         -  JS2105
 JS2105  STATE/COUNTY-  CA/SOLANO
 JS2105  USGS QUAD   -  ELMIRA (1980)
 JS2105
 JS2105                         *CURRENT SURVEY CONTROL
 JS2105  ___________________________________________________________________
 JS2105* NAD 83(1986)-  38 15 01.     (N)    121 56 52.     (W)     SCALED    
 JS2105* NAVD 88     -        11.40   (+/-2cm)      37.4    (feet)  VERTCON   
 JS2105  ___________________________________________________________________
 JS2105  GEOID HEIGHT-         -32.00  (meters)                     GEOID09
 JS2105  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2105
 JS2105.The horizontal coordinates were scaled from a topographic map and have
 JS2105.an estimated accuracy of +/- 6 seconds.
 JS2105.
 JS2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2105
 JS2105.The vertical order pertains to the NGVD 29 superseded value.
 JS2105
 JS2105.The geoid height was determined by GEOID09.
 JS2105
 JS2105;                    North         East    Units  Estimated Accuracy
 JS2105;SPC CA 2     -   564,790.    2,004,570.      MT  (+/- 180 meters Scaled)
 JS2105
 JS2105                          SUPERSEDED SURVEY CONTROL
 JS2105
 JS2105  NGVD 29 (??/??/92)   10.625  (m)           34.86   (f) ADJ UNCH    1 2
 JS2105
 JS2105.Superseded values are not recommended for survey control.
 JS2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2105.See file dsdata.txt to determine how the superseded data were derived.
 JS2105
 JS2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH920341(NAD 83)
 JS2105
 JS2105_MARKER: P = PIPE CAP
 JS2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2105_STAMPING: 2 35.01
 JS2105_MARK LOGO: USE   
 JS2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2105+STABILITY: SURFACE MOTION
 JS2105
 JS2105  HISTORY     - Date     Condition        Report By
 JS2105  HISTORY     - UNK      MONUMENTED       DOD
 JS2105  HISTORY     - 1946     GOOD             CGS
 JS2105  HISTORY     - 1958     MARK NOT FOUND   CGS
 JS2105
 JS2105                          STATION DESCRIPTION
 JS2105
 JS2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JS2105'5.6 MI E FROM FAIRFIELD.
 JS2105'ABOUT 5.6 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 JS2105'AT FAIRFIELD, AT THE FAIRFIELD-SUISUN ARMY AIR BASE, AT THE
 JS2105'NORTHEAST ANGLE OF THE INTERSECTION OF THE NORTH AND SOUTH
 JS2105'RUNWAY AND THE NORTHEAST AND SOUTHWEST RUNWAY, 160 FEET
 JS2105'NORTHWEST OF THE NORTHWEST EDGE OF THE ASPHALT PAVEMENT OF THE
 JS2105'NORTHEAST AND SOUTHWEST RUNWAY, 160 FEET EAST OF THE EAST EDGE
 JS2105'OF THE PAVEMENT OF THE NORTH AND SOUTH RUNWAY, 70 FEET NORTHEAST
 JS2105'OF THE NORTHEAST CORNER OF THE CONCRETE WALL OF A CATCH DRAINAGE
 JS2105'BASIN, A STANDARD BRONZE CAP RIVETED ON THE TOP OF A 3 INCH IRON
 JS2105'PIPE ENCASED IN A CONCRETE POST AND EXTENDING ABOUT 1.3 FEET ABOVE
 JS2105'THE IMMEDIATE GROUND LEVEL.  NOTE-- 1958 - RUNWAYS HAVE BEEN
 JS2105'CHANGED.
 JS2105
 JS2105                          STATION RECOVERY (1958)
 JS2105
 JS2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JS2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0102 ***********************************************************************
 HS0102  DESIGNATION -  2 STOCKTON FIELD
 HS0102  PID         -  HS0102
 HS0102  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0102  USGS QUAD   -  STOCKTON EAST (1987)
 HS0102
 HS0102                         *CURRENT SURVEY CONTROL
 HS0102  ___________________________________________________________________
 HS0102* NAD 83(1986)-  37 53 31.     (N)    121 14 57.     (W)     SCALED    
 HS0102* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 HS0102  ___________________________________________________________________
 HS0102  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 HS0102  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0102
 HS0102.This mark is at Stockton Metro Airport (SCK)
 HS0102
 HS0102.The horizontal coordinates were scaled from a topographic map and have
 HS0102.an estimated accuracy of +/- 6 seconds.
 HS0102.
 HS0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0102
 HS0102.The vertical order pertains to the NGVD 29 superseded value.
 HS0102
 HS0102.The geoid height was determined by GEOID09.
 HS0102
 HS0102;                    North         East    Units  Estimated Accuracy
 HS0102;SPC CA 3     -   654,740.    1,934,110.      MT  (+/- 180 meters Scaled)
 HS0102
 HS0102                          SUPERSEDED SURVEY CONTROL
 HS0102
 HS0102  NGVD 29 (??/??/92)    6.63   (m)           21.8    (f) COMPUTED    1 2
 HS0102
 HS0102.Superseded values are not recommended for survey control.
 HS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0102.See file dsdata.txt to determine how the superseded data were derived.
 HS0102
 HS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG539952(NAD 83)
 HS0102
 HS0102_MARKER: S = SPIKE
 HS0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0102_SP_SET: OAK TREE
 HS0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0102
 HS0102  HISTORY     - Date     Condition        Report By
 HS0102  HISTORY     - UNK      MONUMENTED       DOD
 HS0102  HISTORY     - 1951     GOOD             CGS
 HS0102  HISTORY     - 1973     GOOD             NGS
 HS0102
 HS0102                          STATION DESCRIPTION
 HS0102
 HS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HS0102'AT STOCKTON FIELD.
 HS0102'AT STOCKTON FIELD, AT THE SHARPE GENERAL DEPOT (WHICH IS THE
 HS0102'PORTION OF THE FIELD STILL CONTROLLED BY THE U.S. ARMY), NEAR THE
 HS0102'JUNCTION OF THIRD STREET AND OFFICERS LOOP DRIVE, 96.8 FEET
 HS0102'NORTHWEST OF THE WEST CORNER OF THE CONCRETE CURB AROUND THE
 HS0102'SWIMMING POOL, 76 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 HS0102'12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LANE
 HS0102'OF THE DRIVE, DRIVEN IN THE SOUTH BASE OF A 36-INCH OAK TREE,
 HS0102'AND SET ABOUT 1/2 FOOT HIGHER THAN THE DRIVE.
 HS0102
 HS0102                          STATION RECOVERY (1973)
 HS0102
 HS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HS0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1563 ***********************************************************************
 HS1563  DESIGNATION -  2 USE
 HS1563  PID         -  HS1563
 HS1563  STATE/COUNTY-  CA/MERCED
 HS1563  USGS QUAD   -  ATWATER (1987)
 HS1563
 HS1563                         *CURRENT SURVEY CONTROL
 HS1563  ___________________________________________________________________
 HS1563* NAD 83(1986)-  37 21 52.     (N)    120 34 01.     (W)     SCALED    
 HS1563* NAVD 88     -        53.02   (+/-2cm)     173.9    (feet)  VERTCON   
 HS1563  ___________________________________________________________________
 HS1563  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 HS1563  VERT ORDER  -  THIRD (See Below)
 HS1563
 HS1563.The horizontal coordinates were scaled from a topographic map and have
 HS1563.an estimated accuracy of +/- 6 seconds.
 HS1563.
 HS1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1563
 HS1563.The vertical order pertains to the NGVD 29 superseded value.
 HS1563
 HS1563.The geoid height was determined by GEOID09.
 HS1563
 HS1563;                    North         East    Units  Estimated Accuracy
 HS1563;SPC CA 3     -   595,940.    1,994,070.      MT  (+/- 180 meters Scaled)
 HS1563
 HS1563                          SUPERSEDED SURVEY CONTROL
 HS1563
 HS1563  NGVD 29 (??/??/??)   52.27   (m)          171.5    (f) RESET       3  
 HS1563
 HS1563.Superseded values are not recommended for survey control.
 HS1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1563.See file dsdata.txt to determine how the superseded data were derived.
 HS1563
 HS1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG154380(NAD 83)
 HS1563
 HS1563_MARKER: P = PIPE CAP
 HS1563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1563_STAMPING: 2 171.81
 HS1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1563
 HS1563  HISTORY     - Date     Condition        Report By
 HS1563  HISTORY     - UNK      MONUMENTED       DOD
 HS1563  HISTORY     - 1958     GOOD             CGS
 HS1563  HISTORY     - 1960     GOOD             USGS
 HS1563
 HS1563                          STATION DESCRIPTION
 HS1563
 HS1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1563'AT CASTLE AIR FORCE BASE.
 HS1563'DESCRIPTION-- AT CASTLE AIR FORCE BASE, MERCED COUNTY, MIDWAY
 HS1563'BETWEEN THE JUNCTIONS OF SEVENTH AND EIGHT STREETS AND THE PARKING
 HS1563'APRON, 94.3 FEET NORTH OF THE NORTH LEG OF THE CONTROL TOWER, 71
 HS1563'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST FACE OF BUILDING
 HS1563'T 34, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ASPHALT
 HS1563'PAVEMENT OF THE APRON, AND 0.1 FOOT LOWER THAN THE PAVEMENT.  A
 HS1563'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED 2 191.81
 HS1563'AND FASTENED ON THE TOP OF AN IRON PIPE SET IN A HOLE CUT THROUGH
 HS1563'THE PAVEMENT.  NOTE-- NOTED THAT THE CONTROL TOWER ABOVE HAS
 HS1563'BEEN REMOVED BUT FOUNDATION STILL REMAINS.  THE AREA IN THE
 HS1563'DESCRIBED VICINITY OF THIS MARK HAS BEEN RESURFACED WITH
 HS1563'ASPHALT.  THE AREA HAS BEEN CONVERTED TO PARKING SPACE FOR
 HS1563'BUILDING T 34 (ACADEMIC TRAINING).
 HS1563
 HS1563                          STATION RECOVERY (1960)
 HS1563
 HS1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HS1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1021 ***********************************************************************
 JS1021  DESIGNATION -  2 USE
 JS1021  PID         -  JS1021
 JS1021  STATE/COUNTY-  CA/SACRAMENTO
 JS1021  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1021
 JS1021                         *CURRENT SURVEY CONTROL
 JS1021  ___________________________________________________________________
 JS1021* NAD 83(1986)-  38 31 11.     (N)    121 29 49.     (W)     SCALED    
 JS1021* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 JS1021  ___________________________________________________________________
 JS1021  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 JS1021  VERT ORDER  -  THIRD (See Below)
 JS1021
 JS1021.This mark is at Sacramento Exec Airport (SAC)
 JS1021
 JS1021.The horizontal coordinates were scaled from a topographic map and have
 JS1021.an estimated accuracy of +/- 6 seconds.
 JS1021.
 JS1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1021
 JS1021.The vertical order pertains to the NGVD 29 superseded value.
 JS1021
 JS1021.The geoid height was determined by GEOID09.
 JS1021
 JS1021;                    North         East    Units  Estimated Accuracy
 JS1021;SPC CA 2     -   594,820.    2,043,870.      MT  (+/- 180 meters Scaled)
 JS1021
 JS1021                          SUPERSEDED SURVEY CONTROL
 JS1021
 JS1021  NGVD 29 (??/??/??)    5.36   (m)           17.6    (f) RESET       3  
 JS1021
 JS1021.Superseded values are not recommended for survey control.
 JS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1021.See file dsdata.txt to determine how the superseded data were derived.
 JS1021
 JS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH310645(NAD 83)
 JS1021
 JS1021_MARKER: DD = SURVEY DISK
 JS1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1021_SP_SET: CONCRETE PAVING
 JS1021_STAMPING: 2 17.59 8+25 0+00
 JS1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1021
 JS1021  HISTORY     - Date     Condition        Report By
 JS1021  HISTORY     - UNK      MONUMENTED       DOD
 JS1021  HISTORY     - 1945     GOOD             CGS
 JS1021
 JS1021                          STATION DESCRIPTION
 JS1021
 JS1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1021'4.3 MI S FROM SACRAMENTO.
 JS1021'AT THE SACRAMENTO MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 JS1021'CENTER-LINES OF THE NORTHWEST-SOUTHEAST RUNWAY, NORTH-SOUTH
 JS1021'TAXIWAY AND THE EAST-WEST TAXIWAY, AT THE NORTHWEST END OF RUNWAY,
 JS1021'26.6 FEET SOUTHEAST OF THE CENTER ONE OF FIVE LIGHTS AT THE END
 JS1021'OF RUNWAY, SET IN THE TOP OF CONCRETE PAVING.  NOTE-- TO REACH
 JS1021'SACRAMENTO MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE
 JS1021'AND 21ST STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET
 JS1021'AND FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF
 JS1021'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 2 17.59 8+25 0+00.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1563 ***********************************************************************
 HS1563  DESIGNATION -  2 USE
 HS1563  PID         -  HS1563
 HS1563  STATE/COUNTY-  CA/MERCED
 HS1563  USGS QUAD   -  ATWATER (1987)
 HS1563
 HS1563                         *CURRENT SURVEY CONTROL
 HS1563  ___________________________________________________________________
 HS1563* NAD 83(1986)-  37 21 52.     (N)    120 34 01.     (W)     SCALED    
 HS1563* NAVD 88     -        53.02   (+/-2cm)     173.9    (feet)  VERTCON   
 HS1563  ___________________________________________________________________
 HS1563  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 HS1563  VERT ORDER  -  THIRD (See Below)
 HS1563
 HS1563.The horizontal coordinates were scaled from a topographic map and have
 HS1563.an estimated accuracy of +/- 6 seconds.
 HS1563.
 HS1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1563
 HS1563.The vertical order pertains to the NGVD 29 superseded value.
 HS1563
 HS1563.The geoid height was determined by GEOID09.
 HS1563
 HS1563;                    North         East    Units  Estimated Accuracy
 HS1563;SPC CA 3     -   595,940.    1,994,070.      MT  (+/- 180 meters Scaled)
 HS1563
 HS1563                          SUPERSEDED SURVEY CONTROL
 HS1563
 HS1563  NGVD 29 (??/??/??)   52.27   (m)          171.5    (f) RESET       3  
 HS1563
 HS1563.Superseded values are not recommended for survey control.
 HS1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1563.See file dsdata.txt to determine how the superseded data were derived.
 HS1563
 HS1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG154380(NAD 83)
 HS1563
 HS1563_MARKER: P = PIPE CAP
 HS1563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1563_STAMPING: 2 171.81
 HS1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1563
 HS1563  HISTORY     - Date     Condition        Report By
 HS1563  HISTORY     - UNK      MONUMENTED       DOD
 HS1563  HISTORY     - 1958     GOOD             CGS
 HS1563  HISTORY     - 1960     GOOD             USGS
 HS1563
 HS1563                          STATION DESCRIPTION
 HS1563
 HS1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1563'AT CASTLE AIR FORCE BASE.
 HS1563'DESCRIPTION-- AT CASTLE AIR FORCE BASE, MERCED COUNTY, MIDWAY
 HS1563'BETWEEN THE JUNCTIONS OF SEVENTH AND EIGHT STREETS AND THE PARKING
 HS1563'APRON, 94.3 FEET NORTH OF THE NORTH LEG OF THE CONTROL TOWER, 71
 HS1563'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST FACE OF BUILDING
 HS1563'T 34, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ASPHALT
 HS1563'PAVEMENT OF THE APRON, AND 0.1 FOOT LOWER THAN THE PAVEMENT.  A
 HS1563'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED 2 191.81
 HS1563'AND FASTENED ON THE TOP OF AN IRON PIPE SET IN A HOLE CUT THROUGH
 HS1563'THE PAVEMENT.  NOTE-- NOTED THAT THE CONTROL TOWER ABOVE HAS
 HS1563'BEEN REMOVED BUT FOUNDATION STILL REMAINS.  THE AREA IN THE
 HS1563'DESCRIBED VICINITY OF THIS MARK HAS BEEN RESURFACED WITH
 HS1563'ASPHALT.  THE AREA HAS BEEN CONVERTED TO PARKING SPACE FOR
 HS1563'BUILDING T 34 (ACADEMIC TRAINING).
 HS1563
 HS1563                          STATION RECOVERY (1960)
 HS1563
 HS1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HS1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1021 ***********************************************************************
 JS1021  DESIGNATION -  2 USE
 JS1021  PID         -  JS1021
 JS1021  STATE/COUNTY-  CA/SACRAMENTO
 JS1021  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1021
 JS1021                         *CURRENT SURVEY CONTROL
 JS1021  ___________________________________________________________________
 JS1021* NAD 83(1986)-  38 31 11.     (N)    121 29 49.     (W)     SCALED    
 JS1021* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 JS1021  ___________________________________________________________________
 JS1021  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 JS1021  VERT ORDER  -  THIRD (See Below)
 JS1021
 JS1021.This mark is at Sacramento Exec Airport (SAC)
 JS1021
 JS1021.The horizontal coordinates were scaled from a topographic map and have
 JS1021.an estimated accuracy of +/- 6 seconds.
 JS1021.
 JS1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1021
 JS1021.The vertical order pertains to the NGVD 29 superseded value.
 JS1021
 JS1021.The geoid height was determined by GEOID09.
 JS1021
 JS1021;                    North         East    Units  Estimated Accuracy
 JS1021;SPC CA 2     -   594,820.    2,043,870.      MT  (+/- 180 meters Scaled)
 JS1021
 JS1021                          SUPERSEDED SURVEY CONTROL
 JS1021
 JS1021  NGVD 29 (??/??/??)    5.36   (m)           17.6    (f) RESET       3  
 JS1021
 JS1021.Superseded values are not recommended for survey control.
 JS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1021.See file dsdata.txt to determine how the superseded data were derived.
 JS1021
 JS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH310645(NAD 83)
 JS1021
 JS1021_MARKER: DD = SURVEY DISK
 JS1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1021_SP_SET: CONCRETE PAVING
 JS1021_STAMPING: 2 17.59 8+25 0+00
 JS1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1021
 JS1021  HISTORY     - Date     Condition        Report By
 JS1021  HISTORY     - UNK      MONUMENTED       DOD
 JS1021  HISTORY     - 1945     GOOD             CGS
 JS1021
 JS1021                          STATION DESCRIPTION
 JS1021
 JS1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1021'4.3 MI S FROM SACRAMENTO.
 JS1021'AT THE SACRAMENTO MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 JS1021'CENTER-LINES OF THE NORTHWEST-SOUTHEAST RUNWAY, NORTH-SOUTH
 JS1021'TAXIWAY AND THE EAST-WEST TAXIWAY, AT THE NORTHWEST END OF RUNWAY,
 JS1021'26.6 FEET SOUTHEAST OF THE CENTER ONE OF FIVE LIGHTS AT THE END
 JS1021'OF RUNWAY, SET IN THE TOP OF CONCRETE PAVING.  NOTE-- TO REACH
 JS1021'SACRAMENTO MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE
 JS1021'AND 21ST STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET
 JS1021'AND FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF
 JS1021'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 2 17.59 8+25 0+00.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0204 ***********************************************************************
 EU0204  DESIGNATION -  20 E
 EU0204  PID         -  EU0204
 EU0204  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0204  USGS QUAD   -  RICE (1983)
 EU0204
 EU0204                         *CURRENT SURVEY CONTROL
 EU0204  ___________________________________________________________________
 EU0204* NAD 83(1986)-  34 05 07.     (N)    114 51 14.     (W)     SCALED    
 EU0204* NAVD 88     -       286.17   (+/-2cm)     938.9    (feet)  VERTCON   
 EU0204  ___________________________________________________________________
 EU0204  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 EU0204  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0204
 EU0204.The horizontal coordinates were scaled from a topographic map and have
 EU0204.an estimated accuracy of +/- 6 seconds.
 EU0204.
 EU0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0204
 EU0204.The vertical order pertains to the NGVD 29 superseded value.
 EU0204
 EU0204.The geoid height was determined by GEOID09.
 EU0204
 EU0204;                    North         East    Units  Estimated Accuracy
 EU0204;SPC CA 5     -   569,470.    2,290,310.      MT  (+/- 180 meters Scaled)
 EU0204
 EU0204                          SUPERSEDED SURVEY CONTROL
 EU0204
 EU0204  NGVD 29 (??/??/??)  285.516  (m)          936.73   (f) ADJUSTED    1 1
 EU0204
 EU0204.Superseded values are not recommended for survey control.
 EU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0204.See file dsdata.txt to determine how the superseded data were derived.
 EU0204
 EU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT980736(NAD 83)
 EU0204
 EU0204_MARKER: Q = CHISELED SQUARE
 EU0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0204_SP_SET: ABUTMENT
 EU0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0204
 EU0204  HISTORY     - Date     Condition        Report By
 EU0204  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0204  HISTORY     - 1945     GOOD             CGS
 EU0204  HISTORY     - 1976     GOOD             NGS
 EU0204
 EU0204                          STATION DESCRIPTION
 EU0204
 EU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0204'AT RICE.
 EU0204'ABOUT 1500 FEET WEST ALONG THE ATCHSION, TOPEKA AND SANTA FE
 EU0204'RAILWAY FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, 8-1/2
 EU0204'POLES EAST OF MILEPOST 141, AT BRIDGE 140 E, AND ON THE NORTH
 EU0204'END OF THE EAST CONCRETE ABUTMENT.  AN OUTLINED SQUARE.
 EU0204
 EU0204                          STATION RECOVERY (1976)
 EU0204
 EU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0204'0.15 MILE WEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF THE
 EU0204'TRACK LEADING SOUTH AT RICE, 0.3 MILE EAST OF MILEPOST 141, A CHISELED
 EU0204'SQUARE SET IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 EU0204'RAILROAD BRIDGE NUMBER 140 7, 6 FT. NORTH OF NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0205 ***********************************************************************
 EU0205  DESIGNATION -  20 F
 EU0205  PID         -  EU0205
 EU0205  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0205  USGS QUAD   -  RICE (1983)
 EU0205
 EU0205                         *CURRENT SURVEY CONTROL
 EU0205  ___________________________________________________________________
 EU0205* NAD 83(1986)-  34 05 03.     (N)    114 50 43.     (W)     SCALED    
 EU0205* NAVD 88     -       285.70   (+/-2cm)     937.3    (feet)  VERTCON   
 EU0205  ___________________________________________________________________
 EU0205  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 EU0205  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0205
 EU0205.The horizontal coordinates were scaled from a topographic map and have
 EU0205.an estimated accuracy of +/- 6 seconds.
 EU0205.
 EU0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0205
 EU0205.The vertical order pertains to the NGVD 29 superseded value.
 EU0205
 EU0205.The geoid height was determined by GEOID09.
 EU0205
 EU0205;                    North         East    Units  Estimated Accuracy
 EU0205;SPC CA 5     -   569,370.    2,291,110.      MT  (+/- 180 meters Scaled)
 EU0205
 EU0205                          SUPERSEDED SURVEY CONTROL
 EU0205
 EU0205  NGVD 29 (??/??/??)  285.050  (m)          935.20   (f) ADJUSTED    1 1
 EU0205
 EU0205.Superseded values are not recommended for survey control.
 EU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0205.See file dsdata.txt to determine how the superseded data were derived.
 EU0205
 EU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT988735(NAD 83)
 EU0205
 EU0205_MARKER: P = PIPE CAP
 EU0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0205_STAMPING: 20 F
 EU0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0205
 EU0205  HISTORY     - Date     Condition        Report By
 EU0205  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0205  HISTORY     - 1974     GOOD             NGS
 EU0205  HISTORY     - 1976     GOOD             NGS
 EU0205
 EU0205                          STATION DESCRIPTION
 EU0205
 EU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EU0205'AT RICE.
 EU0205'ABOUT 1200 FEET EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0205'RAILWAY FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, 6 POLES
 EU0205'WEST OF MILEPOST 140, ONE POLE WEST OF BRIDGE 140 A, 125 FEET
 EU0205'SOUTH OF THE TRACK, AND LEVEL WITH THE TRACK.  A METROPOLITAN
 EU0205'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED
 EU0205'ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE
 EU0205'AND SURROUNDED BY A FENCE.
 EU0205
 EU0205                          STATION RECOVERY (1976)
 EU0205
 EU0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0205'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EU0205'THE Y JUNCTION OF RAILROAD TRACKS LEADING SOUTH AT RICE, 85 FT. NORTH
 EU0205'OF THE CENTER LINE OF STATE HIGHWAY 62, 133.5 FT. SOUTH OF SOUTH RAIL
 EU0205'A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE
 EU0205'PROJECTING 1 INCH ABOVE GROUND, 0.2 MILE WEST OF MILEPOST 140.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0211 ***********************************************************************
 EU0211  DESIGNATION -  20 H
 EU0211  PID         -  EU0211
 EU0211  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0211  USGS QUAD   -  RICE (1983)
 EU0211
 EU0211                         *CURRENT SURVEY CONTROL
 EU0211  ___________________________________________________________________
 EU0211* NAD 83(1986)-  34 04 46.     (N)    114 47 49.     (W)     SCALED    
 EU0211* NAVD 88     -       284.38   (+/-2cm)     933.0    (feet)  VERTCON   
 EU0211  ___________________________________________________________________
 EU0211  GEOID HEIGHT-         -31.87  (meters)                     GEOID09
 EU0211  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0211
 EU0211.The horizontal coordinates were scaled from a topographic map and have
 EU0211.an estimated accuracy of +/- 6 seconds.
 EU0211.
 EU0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0211
 EU0211.The vertical order pertains to the NGVD 29 superseded value.
 EU0211
 EU0211.The geoid height was determined by GEOID09.
 EU0211
 EU0211;                    North         East    Units  Estimated Accuracy
 EU0211;SPC CA 5     -   568,990.    2,295,590.      MT  (+/- 180 meters Scaled)
 EU0211
 EU0211                          SUPERSEDED SURVEY CONTROL
 EU0211
 EU0211  NGVD 29 (??/??/??)  283.721  (m)          930.84   (f) ADJUSTED    1 1
 EU0211
 EU0211.Superseded values are not recommended for survey control.
 EU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0211.See file dsdata.txt to determine how the superseded data were derived.
 EU0211
 EU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT032731(NAD 83)
 EU0211
 EU0211_MARKER: P = PIPE CAP
 EU0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0211_STAMPING: 20 H
 EU0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0211
 EU0211  HISTORY     - Date     Condition        Report By
 EU0211  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0211  HISTORY     - 1974     GOOD
 EU0211  HISTORY     - 1976     GOOD             NGS
 EU0211
 EU0211                          STATION DESCRIPTION
 EU0211
 EU0211'DESCRIBED 1974
 EU0211'3.1 MI E FROM RICE.
 EU0211'3.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EU0211'FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, ONE MILE EAST
 EU0211'OF THE JUNCTION OF AQUEDUCT ROAD AND A PAVED ROAD LEADING TO
 EU0211'RICE FIELD, 21.4 FEET SOUTH OF THE FIFTH POLE EAST OF MILEPOST
 EU0211'137.5, 7 POLES EAST OF BRIDGE 137 A, 165 FEET WEST OF THE WEST
 EU0211'END OF CURVE IN THE RAILWAY, 172.4 FEET NORTH OF THE CENTERLINE
 EU0211'OF AQUEDUCT ROAD, 52 FEET SOUTH OF THE SOUTH RAIL.  A
 EU0211'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA CAP FASTENED
 EU0211'ON THE TOP OF A 1-INCH IRON PIPE SURROUNDED BY CONCRETE (PAINTED
 EU0211'WHITE) AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EU0211
 EU0211                          STATION RECOVERY (1976)
 EU0211
 EU0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0211'3.20 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0211'RAILROAD TRACKS LEADING SOUTH AT RICE, 166 FT. NORTH OF THE CENTER
 EU0211'LINE OF STATE HIGHWAY 62, 52 FT. SOUTH OF THE SOUTH RAIL, 22 FT. SOUTH
 EU0211'OF THE 7 POLE EAST OF RAILROAD BRIDGE NUMBER 137 6, A BOLT FASTENED ON
 EU0211'TOP OF A 1 INCH IRON PIPE SET IN CONCRETE PROJECTING 1 INCH ABOVE
 EU0211'GROUND, 0.35 MILE WEST OF MILEPOST 137.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0265 ***********************************************************************
 HT0265  DESIGNATION -  20+50 USE
 HT0265  PID         -  HT0265
 HT0265  STATE/COUNTY-  CA/ALAMEDA
 HT0265  USGS QUAD   -  SAN LEANDRO (1993)
 HT0265
 HT0265                         *CURRENT SURVEY CONTROL
 HT0265  ___________________________________________________________________
 HT0265* NAD 83(1986)-  37 43 40.     (N)    122 12 22.     (W)     SCALED    
 HT0265* NAVD 88     -         0.98   (+/-2cm)       3.2    (feet)  VERTCON   
 HT0265  ___________________________________________________________________
 HT0265  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0265
 HT0265.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0265
 HT0265.The horizontal coordinates were scaled from a topographic map and have
 HT0265.an estimated accuracy of +/- 6 seconds.
 HT0265.
 HT0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0265
 HT0265.The vertical order pertains to the NGVD 29 superseded value.
 HT0265
 HT0265.The geoid height was determined by GEOID09.
 HT0265
 HT0265;                    North         East    Units  Estimated Accuracy
 HT0265;SPC CA 3     -   637,630.    1,849,620.      MT  (+/- 180 meters Scaled)
 HT0265
 HT0265                          SUPERSEDED SURVEY CONTROL
 HT0265
 HT0265  NGVD 29 (??/??/92)    0.16   (m)            0.5    (f) COMPUTED    1 2
 HT0265
 HT0265.Superseded values are not recommended for survey control.
 HT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0265.See file dsdata.txt to determine how the superseded data were derived.
 HT0265
 HT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG699759(NAD 83)
 HT0265
 HT0265_MARKER: P = PIPE CAP
 HT0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0265
 HT0265  HISTORY     - Date     Condition        Report By
 HT0265  HISTORY     - UNK      MONUMENTED       DOD
 HT0265  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0265  HISTORY     - 1963     MARK NOT FOUND   CGS
 HT0265
 HT0265                          STATION DESCRIPTION
 HT0265
 HT0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0265'AT OAKLAND MUN AIRPORT.
 HT0265'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0265'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0265'RUNWAY, 101 FEET NORTHEAST OF THE NORTHEAST END OF THE
 HT0265'GASOLINE-SUPPLY HOUSE, 31.5 FEET SOUTHWEST OF A CONCRETE GRILL
 HT0265'OVER A DRAIN, AND 1.5 FEET SOUTH OF A RED AND WHITE REFERENCE
 HT0265'POST.  A 1-3/4-INCH IRON PIPE SET IN CONCRETE (NO CAP).
 HT0265
 HT0265                          STATION RECOVERY (1963)
 HT0265
 HT0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1095 ***********************************************************************
 KS1095  DESIGNATION -  201 B
 KS1095  PID         -  KS1095
 KS1095  STATE/COUNTY-  CA/BUTTE
 KS1095  USGS QUAD   -  CHICO (1978)
 KS1095
 KS1095                         *CURRENT SURVEY CONTROL
 KS1095  ___________________________________________________________________
 KS1095* NAD 83(1986)-  39 43 48.     (N)    121 50 38.     (W)     SCALED    
 KS1095* NAVD 88     -        62.195  (meters)     204.05   (feet)  ADJUSTED  
 KS1095  ___________________________________________________________________
 KS1095  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 KS1095  DYNAMIC HT  -          62.164 (meters)     203.95  (feet)  COMP
 KS1095  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KS1095
 KS1095  VERT ORDER  -  FIRST     CLASS II
 KS1095
 KS1095.The horizontal coordinates were scaled from a topographic map and have
 KS1095.an estimated accuracy of +/- 6 seconds.
 KS1095.
 KS1095.The orthometric height was determined by differential leveling and
 KS1095.adjusted in June 1991.
 KS1095
 KS1095.The geoid height was determined by GEOID09.
 KS1095
 KS1095.The dynamic height is computed by dividing the NAVD 88
 KS1095.geopotential number by the normal gravity value computed on the
 KS1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1095.degrees latitude (g = 980.6199 gals.).
 KS1095
 KS1095.The modeled gravity was interpolated from observed gravity values.
 KS1095
 KS1095;                    North         East    Units  Estimated Accuracy
 KS1095;SPC CA 2     -   729,060.    2,013,380.      MT  (+/- 180 meters Scaled)
 KS1095
 KS1095                          SUPERSEDED SURVEY CONTROL
 KS1095
 KS1095  NGVD 29 (??/??/??)   61.487  (m)          201.73   (f) ADJUSTED    1 2
 KS1095
 KS1095.Superseded values are not recommended for survey control.
 KS1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1095.See file dsdata.txt to determine how the superseded data were derived.
 KS1095
 KS1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ990984(NAD 83)
 KS1095
 KS1095_MARKER: DD = SURVEY DISK
 KS1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1095_SP_SET: BUILDING
 KS1095_STAMPING: 201 B 201.538 1902
 KS1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1095
 KS1095  HISTORY     - Date     Condition        Report By
 KS1095  HISTORY     - 1902     MONUMENTED       USGS
 KS1095  HISTORY     - 1948     GOOD             CGS
 KS1095  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1095
 KS1095                          STATION DESCRIPTION
 KS1095
 KS1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1095'AT CHICO.
 KS1095'AT CHICO, BUTTE COUNTY, AT THE CHICO STATE TEACHERS COLLEGE,
 KS1095'AT THE SOUTHWEST CORNER OF THE TRAINING SCHOOL BUILDING, IN THE
 KS1095'WEST FACE OF THE BRICK FOUNDATION AND ABOUT 3 FEET HIGHER THAN
 KS1095'THE GROUND.
 KS1095
 KS1095                          STATION RECOVERY (1988)
 KS1095
 KS1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0933 ***********************************************************************
 KS0933  DESIGNATION -  2093
 KS0933  PID         -  KS0933
 KS0933  STATE/COUNTY-  CA/YUBA
 KS0933  USGS QUAD   -  OLIVEHURST (1973)
 KS0933
 KS0933                         *CURRENT SURVEY CONTROL
 KS0933  ___________________________________________________________________
 KS0933* NAD 83(1986)-  39 06 05.     (N)    121 33 40.     (W)     SCALED    
 KS0933* NAVD 88     -        19.774  (meters)      64.88   (feet)  ADJUSTED  
 KS0933  ___________________________________________________________________
 KS0933  GEOID HEIGHT-         -29.35  (meters)                     GEOID09
 KS0933  DYNAMIC HT  -          19.762 (meters)      64.84  (feet)  COMP
 KS0933  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KS0933
 KS0933  VERT ORDER  -  FIRST     CLASS II
 KS0933
 KS0933.This mark is at Yuba County Airport (MYV)
 KS0933
 KS0933.The horizontal coordinates were scaled from a topographic map and have
 KS0933.an estimated accuracy of +/- 6 seconds.
 KS0933.
 KS0933.The orthometric height was determined by differential leveling and
 KS0933.adjusted in June 1991.
 KS0933
 KS0933.The geoid height was determined by GEOID09.
 KS0933
 KS0933.The dynamic height is computed by dividing the NAVD 88
 KS0933.geopotential number by the normal gravity value computed on the
 KS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0933.degrees latitude (g = 980.6199 gals.).
 KS0933
 KS0933.The modeled gravity was interpolated from observed gravity values.
 KS0933
 KS0933;                    North         East    Units  Estimated Accuracy
 KS0933;SPC CA 2     -   659,350.    2,037,960.      MT  (+/- 180 meters Scaled)
 KS0933
 KS0933                          SUPERSEDED SURVEY CONTROL
 KS0933
 KS0933  NGVD 29 (??/??/??)   19.077  (m)           62.59   (f) ADJUSTED    1 2
 KS0933
 KS0933.Superseded values are not recommended for survey control.
 KS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0933.See file dsdata.txt to determine how the superseded data were derived.
 KS0933
 KS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ244290(NAD 83)
 KS0933
 KS0933_MARKER: P = PIPE CAP
 KS0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0933_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS0933_STAMPING: 2093 65.66
 KS0933_MARK LOGO: USE   
 KS0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0933+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0933
 KS0933  HISTORY     - Date     Condition        Report By
 KS0933  HISTORY     - UNK      MONUMENTED       DOD
 KS0933  HISTORY     - 1964     GOOD             CGS
 KS0933  HISTORY     - 1974     GOOD             USE
 KS0933  HISTORY     - 19880812 GOOD             NGS
 KS0933  HISTORY     - 20040311 GOOD             CADT
 KS0933
 KS0933                          STATION DESCRIPTION
 KS0933
 KS0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KS0933'2.6 MI S FROM MARYSVILLE.
 KS0933'ABOUT 1 3/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS0933'FROM THE STATION AT MARYSVILLE, YUBA COUNTY, THENCE ABOUT 0.65
 KS0933'MILE WEST ALONG FEATHER RIVER BOULEVARD, AND THENCE ABOUT 0.25
 KS0933'MILE SOUTH ALONG A PAVED STREET, AT YUBA COUNTY AIRPORT, ABOUT
 KS0933'0.4 MILE NORTHEAST OF THE AIRPORT BEACON, IN LINE WITH THE
 KS0933'PROLONGATION TO THE EAST OF THE CENTER LINE OF THE EAST-AND-WEST
 KS0933'RUNWAY, ABOUT 283 FEET EAST OF THE EAST END OF THE RUNWAY, 35
 KS0933'FEET WEST OF THE CENTER LINE OF A PAVED ROAD PARALLELING THE
 KS0933'EAST BOUNDARY FENCE, AND 0.8 FOOT WEST OF THE FENCE.
 KS0933
 KS0933                          STATION RECOVERY (1974)
 KS0933
 KS0933'RECOVERY NOTE BY US ENGINEERS 1974
 KS0933'RECOVERED IN GOOD CONDITION.
 KS0933
 KS0933                          STATION RECOVERY (1988)
 KS0933
 KS0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0933'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 KS0933'(0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD
 KS0933'STATION IN MARYSVILLE, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG
 KS0933'STATE HIGHWAY 70, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG FEATHER RIVER
 KS0933'BOULEVARD, THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG ARBOGA ROAD, ON THE
 KS0933'EXTENDED CENTER OF THE EAST-WEST RUNWAY OF THE YUBA COUNTY AIRPORT,
 KS0933'16.5 M (54.1 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE AIRPORT,
 KS0933'9.6 M (31.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 3.1 M (10.2 FT)
 KS0933'EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY.
 KS0933
 KS0933                          STATION RECOVERY (2004)
 KS0933
 KS0933'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1010 ***********************************************************************
 JS1010  DESIGNATION -  21 B USGS
 JS1010  PID         -  JS1010
 JS1010  STATE/COUNTY-  CA/SACRAMENTO
 JS1010  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1010
 JS1010                         *CURRENT SURVEY CONTROL
 JS1010  ___________________________________________________________________
 JS1010* NAD 83(1986)-  38 34 33.54   (N)    121 29 33.21   (W)     HD_HELD1  
 JS1010* NAVD 88     -         7.185  (meters)      23.57   (feet)  ADJUSTED  
 JS1010  ___________________________________________________________________
 JS1010  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 JS1010  DYNAMIC HT  -           7.181 (meters)      23.56  (feet)  COMP
 JS1010  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 JS1010
 JS1010  VERT ORDER  -  FIRST     CLASS I
 JS1010
 JS1010.The horizontal coordinates were established by differentially corrected
 JS1010.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JS1010.
 JS1010.The orthometric height was determined by differential leveling and
 JS1010.adjusted in June 1991.
 JS1010
 JS1010.Photographs are available for this station.
 JS1010
 JS1010.The geoid height was determined by GEOID09.
 JS1010
 JS1010.The dynamic height is computed by dividing the NAVD 88
 JS1010.geopotential number by the normal gravity value computed on the
 JS1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1010.degrees latitude (g = 980.6199 gals.).
 JS1010
 JS1010.The modeled gravity was interpolated from observed gravity values.
 JS1010
 JS1010;                    North         East    Units  Estimated Accuracy
 JS1010;SPC CA 2     -   601,063.1   2,044,216.7     MT  (+/- 3 meters HH1 GPS) 
 JS1010
 JS1010                          SUPERSEDED SURVEY CONTROL
 JS1010
 JS1010  NGVD 29 (??/??/??)    6.41   (m)           21.0    (f) RESET       3  
 JS1010
 JS1010.Superseded values are not recommended for survey control.
 JS1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1010.See file dsdata.txt to determine how the superseded data were derived.
 JS1010
 JS1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3131070801(NAD 83)
 JS1010
 JS1010_MARKER: DD = SURVEY DISK
 JS1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1010_SP_SET: MERIDIAN STONE
 JS1010_STAMPING: 21.427 21 B 1907
 JS1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1010
 JS1010  HISTORY     - Date     Condition        Report By
 JS1010  HISTORY     - 1907     MONUMENTED       USGS
 JS1010  HISTORY     - 1960     GOOD             CGS
 JS1010  HISTORY     - 1968     GOOD             CGS
 JS1010  HISTORY     - 1989     POOR             USPSQD
 JS1010  HISTORY     - 20080404 POOR             GEOCAC
 JS1010
 JS1010                          STATION DESCRIPTION
 JS1010
 JS1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS1010'AT SACRAMENTO.
 JS1010'AT SACRAMENTO, SACRAMENTO COUNTY, ABOUT 300 FT EAST OF THE STATE
 JS1010'CAPITOL, 100 FT SOUTH OF THE MAIN WALK, 30 FT WEST OF A CROSSWALK,
 JS1010'AND IN THE TOP OF A GRANITE MERIDIAN STONE PROJECTING TWO FEET
 JS1010'ABOVE THE GROUND.
 JS1010
 JS1010                          STATION RECOVERY (1968)
 JS1010
 JS1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JS1010'RECOVERED IN GOOD CONDITION.
 JS1010
 JS1010                          STATION RECOVERY (1989)
 JS1010
 JS1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC)
 JS1010'MARK RECOVERED IN POOR CONDITION.
 JS1010
 JS1010                          STATION RECOVERY (2008)
 JS1010
 JS1010'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 JS1010'A SMALL PORTION (BOTTOM EDGE) OF THE MARK HAS BEEN BROKEN AWAY. THE
 JS1010'REMAINDER APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2384 ***********************************************************************
 EV2384  DESIGNATION -  2280.80
 EV2384  PID         -  EV2384
 EV2384  STATE/COUNTY-  CA/KERN
 EV2384  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2384
 EV2384                         *CURRENT SURVEY CONTROL
 EV2384  ___________________________________________________________________
 EV2384* NAD 83(1986)-  34 54 00.     (N)    117 52 17.     (W)     SCALED    
 EV2384* NAVD 88     -       696.02   (+/-2cm)    2283.5    (feet)  VERTCON   
 EV2384  ___________________________________________________________________
 EV2384  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 EV2384  VERT ORDER  -  THIRD (See Below)
 EV2384
 EV2384.The horizontal coordinates were scaled from a topographic map and have
 EV2384.an estimated accuracy of +/- 6 seconds.
 EV2384.
 EV2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2384
 EV2384.The vertical order pertains to the NGVD 29 superseded value.
 EV2384
 EV2384.The geoid height was determined by GEOID09.
 EV2384
 EV2384;                    North         East    Units  Estimated Accuracy
 EV2384;SPC CA 5     -   655,300.    2,011,750.      MT  (+/- 180 meters Scaled)
 EV2384
 EV2384                          SUPERSEDED SURVEY CONTROL
 EV2384
 EV2384  NGVD 29 (??/??/??)  695.22   (m)         2280.9    (f) RESET       3  
 EV2384
 EV2384.Superseded values are not recommended for survey control.
 EV2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2384.See file dsdata.txt to determine how the superseded data were derived.
 EV2384
 EV2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU203622(NAD 83)
 EV2384
 EV2384_MARKER: DB = BENCH MARK DISK
 EV2384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2384_SP_SET: STEP
 EV2384_STAMPING: 2280.80
 EV2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2384
 EV2384  HISTORY     - Date     Condition        Report By
 EV2384  HISTORY     - UNK      MONUMENTED       CGS
 EV2384  HISTORY     - 1973     GOOD             USGS
 EV2384  HISTORY     - 1973     GOOD             NGS
 EV2384
 EV2384                          STATION DESCRIPTION
 EV2384
 EV2384'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 EV2384'3.9 MI S FROM EDWARDS AFB.
 EV2384'3.9 MILES SOUTH ALONG LANCASTER BOULEVARD FROM THE INTERSECTION
 EV2384'OF MOJAVE BOULEVARD AT EDWARDS AIR FORCE BASE, THENCE 2.05
 EV2384'MILES TO A ROAD Y, THENCE LEFT ON MAIN ROAD 1.6 MILES, ABOUT 600
 EV2384'FEET SOUTH OF MAIN ROAD AT PUMP HOUSE 1 (A 6 FT BY 6 FT SHACK),
 EV2384'AT THE NORTH EDGE OF THE CONCRETE APRON BORDERING THE RUNWAY, IN
 EV2384'THE TOP OF THE CONCRETE STEP OF THE WEST ENTRANCE, 1.2 FEET
 EV2384'WEST OF THE WEST FACE OF THE PUMPHOUSE, 0.5 FOOT NORTH OF THE
 EV2384'SOUTH EDGE OF THE STEP, AND 0.2 FEET HIGHER THAN THE GROUND.
 EV2384
 EV2384                          STATION RECOVERY (1973)
 EV2384
 EV2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2299 ***********************************************************************
 EV2299  DESIGNATION -  2284.39
 EV2299  PID         -  EV2299
 EV2299  STATE/COUNTY-  CA/KERN
 EV2299  USGS QUAD   -  EDWARDS (1992)
 EV2299
 EV2299                         *CURRENT SURVEY CONTROL
 EV2299  ___________________________________________________________________
 EV2299* NAD 83(1986)-  34 53 58.     (N)    117 52 44.     (W)     SCALED    
 EV2299* NAVD 88     -       697.15   (+/-2cm)    2287.2    (feet)  VERTCON   
 EV2299  ___________________________________________________________________
 EV2299  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 EV2299  VERT ORDER  -  THIRD (See Below)
 EV2299
 EV2299.The horizontal coordinates were scaled from a topographic map and have
 EV2299.an estimated accuracy of +/- 6 seconds.
 EV2299.
 EV2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2299
 EV2299.The vertical order pertains to the NGVD 29 superseded value.
 EV2299
 EV2299.The geoid height was determined by GEOID09.
 EV2299
 EV2299;                    North         East    Units  Estimated Accuracy
 EV2299;SPC CA 5     -   655,240.    2,011,070.      MT  (+/- 180 meters Scaled)
 EV2299
 EV2299                          SUPERSEDED SURVEY CONTROL
 EV2299
 EV2299  NGVD 29 (??/??/??)  696.35   (m)         2284.6    (f) RESET       3  
 EV2299
 EV2299.Superseded values are not recommended for survey control.
 EV2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2299.See file dsdata.txt to determine how the superseded data were derived.
 EV2299
 EV2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU197622(NAD 83)
 EV2299
 EV2299_MARKER: P = PIPE CAP
 EV2299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2299_STAMPING: 2284.39
 EV2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2299
 EV2299  HISTORY     - Date     Condition        Report By
 EV2299  HISTORY     - UNK      MONUMENTED       DOD
 EV2299  HISTORY     - 1945     GOOD             CGS
 EV2299  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2299
 EV2299                          STATION DESCRIPTION
 EV2299
 EV2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2299'AT MUROC.
 EV2299'AT MUROC, AT MUROC ARMY AIR FIELD, DIRECTLY ACROSS STREET FROM
 EV2299'THE CENTER ENTRANCE TO THE BASE POST OFFICE, 0.4 MILE WEST
 EV2299'ALONG THE PARKING APRON FROM THE CONTROL TOWER, 87.8 FEET
 EV2299'NORTH OF THE CENTER-LINE OF EAST-WEST STREET WHICH PARALLELS THE
 EV2299'NORTH EDGE OF THE PARKING APRON, 49.9 FEET EAST OF THE
 EV2299'CENTERLINE OF NORTH-SOUTH STREET, 43.1 FEET NORTHEAST OF POWER
 EV2299'POLE NO. U.S. 166, 4.6 FEET WEST SOUTHWEST OF THE SOUTHWEST
 EV2299'CORNER OF MESC 11 (BUILDING NO. T103-34), A U.S. ENGINEER
 EV2299'DEPARTMENT CAP SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 EV2299'0.1 FOOT ABOVE THE GROUND.  A CORP OF ENGINEERS, U.S. ARMY,
 EV2299'STANDARD CAP, STAMPED 2284.39.  SEARCHED FOR BUT NOT RECOVERED
 EV2299'IN JANUARY 1956.
 EV2299
 EV2299                          STATION RECOVERY (1961)
 EV2299
 EV2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2386 ***********************************************************************
 EV2386  DESIGNATION -  2292.77
 EV2386  PID         -  EV2386
 EV2386  STATE/COUNTY-  CA/KERN
 EV2386  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2386
 EV2386                         *CURRENT SURVEY CONTROL
 EV2386  ___________________________________________________________________
 EV2386* NAD 83(1986)-  34 54 40.     (N)    117 52 23.     (W)     SCALED    
 EV2386* NAVD 88     -       699.74   (+/-2cm)    2295.7    (feet)  VERTCON   
 EV2386  ___________________________________________________________________
 EV2386  GEOID HEIGHT-         -32.00  (meters)                     GEOID09
 EV2386  VERT ORDER  -  THIRD (See Below)
 EV2386
 EV2386.The horizontal coordinates were scaled from a topographic map and have
 EV2386.an estimated accuracy of +/- 6 seconds.
 EV2386.
 EV2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2386
 EV2386.The vertical order pertains to the NGVD 29 superseded value.
 EV2386
 EV2386.The geoid height was determined by GEOID09.
 EV2386
 EV2386;                    North         East    Units  Estimated Accuracy
 EV2386;SPC CA 5     -   656,540.    2,011,600.      MT  (+/- 180 meters Scaled)
 EV2386
 EV2386                          SUPERSEDED SURVEY CONTROL
 EV2386
 EV2386  NGVD 29 (??/??/??)  698.94   (m)         2293.1    (f) RESET       3  
 EV2386
 EV2386.Superseded values are not recommended for survey control.
 EV2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2386.See file dsdata.txt to determine how the superseded data were derived.
 EV2386
 EV2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU202635(NAD 83)
 EV2386
 EV2386_MARKER: DD = SURVEY DISK
 EV2386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2386_SP_SET: WALL
 EV2386_STAMPING: 2292.77
 EV2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2386
 EV2386  HISTORY     - Date     Condition        Report By
 EV2386  HISTORY     - UNK      MONUMENTED       DOD
 EV2386  HISTORY     - 1945     GOOD             CGS
 EV2386  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2386
 EV2386                          STATION DESCRIPTION
 EV2386
 EV2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2386'AT MUROC.
 EV2386'AT MUROC, AT THE MUROC ARMY AIR FIELD, 0.45 MILE EAST OF THE
 EV2386'MAIN GATE, APPROXIMATELY 175.0 FEET EAST SOUTHEAST OF CENTER
 EV2386'OF CURVE WHERE THE EAST-WEST PAVED ROAD FROM MAIN GATE MAKES
 EV2386'RIGHT ANGLE TURN SOUTH TO HANGAR AREA, IN THE TOP OF THE NORTHEAST
 EV2386'CORNER OF CONCRETE WALL FOR SETTLING TANK AT AN UNUSED FILTER
 EV2386'PLANT, 47.3 FEET EAST NORTHEAST OF THE MOST NORTHERLY POINT OF
 EV2386'LARGE CIRCULAR CONCRETE TANK NOW USED AS WATER RESERVOIR, 20.0
 EV2386'FEET SOUTH OF THE SOUTH EDGE OF SWIMMING POOL, 2.5 FEET ABOVE
 EV2386'THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 EV2386'STAMPED 2292.77.
 EV2386
 EV2386                          STATION RECOVERY (1961)
 EV2386
 EV2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2304 ***********************************************************************
 EV2304  DESIGNATION -  2322
 EV2304  PID         -  EV2304
 EV2304  STATE/COUNTY-  CA/KERN
 EV2304  USGS QUAD   -  EDWARDS (1992)
 EV2304
 EV2304                         *CURRENT SURVEY CONTROL
 EV2304  ___________________________________________________________________
 EV2304* NAD 83(1986)-  34 55 09.     (N)    117 54 38.     (W)     SCALED    
 EV2304* NAVD 88     -       708.57   (+/-2cm)    2324.7    (feet)  VERTCON   
 EV2304  ___________________________________________________________________
 EV2304  GEOID HEIGHT-         -31.97  (meters)                     GEOID09
 EV2304  VERT ORDER  -  THIRD (See Below)
 EV2304
 EV2304.The horizontal coordinates were scaled from a topographic map and have
 EV2304.an estimated accuracy of +/- 6 seconds.
 EV2304.
 EV2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2304
 EV2304.The vertical order pertains to the NGVD 29 superseded value.
 EV2304
 EV2304.The geoid height was determined by GEOID09.
 EV2304
 EV2304;                    North         East    Units  Estimated Accuracy
 EV2304;SPC CA 5     -   657,430.    2,008,170.      MT  (+/- 180 meters Scaled)
 EV2304
 EV2304                          SUPERSEDED SURVEY CONTROL
 EV2304
 EV2304  NGVD 29 (??/??/??)  707.76   (m)         2322.0    (f) RESET       3  
 EV2304
 EV2304.Superseded values are not recommended for survey control.
 EV2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2304.See file dsdata.txt to determine how the superseded data were derived.
 EV2304
 EV2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU168644(NAD 83)
 EV2304
 EV2304_MARKER: P = PIPE CAP
 EV2304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2304_STAMPING: 2322 R 1906 6
 EV2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2304
 EV2304  HISTORY     - Date     Condition        Report By
 EV2304  HISTORY     - 1906     MONUMENTED       USGS
 EV2304  HISTORY     - 1945     GOOD             CGS
 EV2304  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2304
 EV2304                          STATION DESCRIPTION
 EV2304
 EV2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2304'2.1 MI W FROM MUROC.
 EV2304'SUGGESTED NEW DESCRIPTION-- 2.1 MILES WEST ALONG THE SOUTHERN
 EV2304'PACIFIC CO. RAILROAD FROM THE STATION AT MUROC, 0.4 MILE EAST OF
 EV2304'THE CROSSING OF A PAVED ROAD, 6.8 FEET WEST OF MILEPOST 800,
 EV2304'40.6 FEET SOUTH OF THE SOUTH RAIL, AND 2 FEET EAST OF A WHITE
 EV2304'WOODEN WITNESS POST.  THE WHITE PAINTED IRON POST PROJECTS 1
 EV2304'FOOT ABOVE THE GROUND.
 EV2304
 EV2304                          STATION RECOVERY (1961)
 EV2304
 EV2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0056 ***********************************************************************
 DY0056  DESIGNATION -  24 DPW
 DY0056  PID         -  DY0056
 DY0056  STATE/COUNTY-  CA/ORANGE
 DY0056  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0056
 DY0056                         *CURRENT SURVEY CONTROL
 DY0056  ___________________________________________________________________
 DY0056* NAD 83(1986)-  33 47 45.     (N)    118 03 41.     (W)     SCALED    
 DY0056* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 DY0056  ___________________________________________________________________
 DY0056  GEOID HEIGHT-         -35.63  (meters)                     GEOID09
 DY0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0056
 DY0056.The horizontal coordinates were scaled from a topographic map and have
 DY0056.an estimated accuracy of +/- 6 seconds.
 DY0056.
 DY0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0056
 DY0056.The vertical order pertains to the NGVD 29 superseded value.
 DY0056
 DY0056.The geoid height was determined by GEOID09.
 DY0056
 DY0056;                    North         East    Units  Estimated Accuracy
 DY0056;SPC CA 6     -   682,140.    1,832,270.      MT  (+/- 180 meters Scaled)
 DY0056
 DY0056                          SUPERSEDED SURVEY CONTROL
 DY0056
 DY0056  NGVD 29 (??/??/92)    7.436  (m)           24.40   (f) ADJ UNCH    1 2
 DY0056
 DY0056.Superseded values are not recommended for survey control.
 DY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0056.See file dsdata.txt to determine how the superseded data were derived.
 DY0056
 DY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT017400(NAD 83)
 DY0056
 DY0056_MARKER: N = NAIL
 DY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0056_SP_SET: CURB
 DY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0056
 DY0056  HISTORY     - Date     Condition        Report By
 DY0056  HISTORY     - UNK      MONUMENTED       CA1980
 DY0056  HISTORY     - 1945     GOOD             CGS
 DY0056  HISTORY     - 1958     GOOD             CGS
 DY0056
 DY0056                          STATION DESCRIPTION
 DY0056
 DY0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0056'AT LOS ALAMITOS NAS.
 DY0056'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE SOUTH
 DY0056'CURB OF SARATOGA AVE. AT THE INTERSECTION OF THE AVE. AND ESSEX
 DY0056'STREET, 28 FEET EAST OF CENTER-LINE OF ESSEX, 10.6 FEET SOUTH
 DY0056'OF CENTER-LINE OF SARATOGA, 1.6 FEET NORTHWEST OF A IRON LIGHT
 DY0056'POLE.  IRON NAIL SET INLEADED HOLE.  IRON NAIL SET IN LEADED
 DY0056'HOLE IN CURB.
 DY0056
 DY0056                          STATION RECOVERY (1958)
 DY0056
 DY0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0055 ***********************************************************************
 DY0055  DESIGNATION -  25 DPW
 DY0055  PID         -  DY0055
 DY0055  STATE/COUNTY-  CA/ORANGE
 DY0055  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0055
 DY0055                         *CURRENT SURVEY CONTROL
 DY0055  ___________________________________________________________________
 DY0055* NAD 83(1986)-  33 47 45.     (N)    118 03 26.     (W)     SCALED    
 DY0055* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 DY0055  ___________________________________________________________________
 DY0055  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0055
 DY0055.The horizontal coordinates were scaled from a topographic map and have
 DY0055.an estimated accuracy of +/- 6 seconds.
 DY0055.
 DY0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0055
 DY0055.The vertical order pertains to the NGVD 29 superseded value.
 DY0055
 DY0055.The geoid height was determined by GEOID09.
 DY0055
 DY0055;                    North         East    Units  Estimated Accuracy
 DY0055;SPC CA 6     -   682,130.    1,832,650.      MT  (+/- 180 meters Scaled)
 DY0055
 DY0055                          SUPERSEDED SURVEY CONTROL
 DY0055
 DY0055  NGVD 29 (??/??/92)    7.239  (m)           23.75   (f) ADJ UNCH    1 2
 DY0055
 DY0055.Superseded values are not recommended for survey control.
 DY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0055.See file dsdata.txt to determine how the superseded data were derived.
 DY0055
 DY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT021400(NAD 83)
 DY0055
 DY0055_MARKER: N = NAIL
 DY0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0055_SP_SET: CURB
 DY0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0055
 DY0055  HISTORY     - Date     Condition        Report By
 DY0055  HISTORY     - UNK      MONUMENTED       CA1980
 DY0055  HISTORY     - 1945     GOOD             CGS
 DY0055  HISTORY     - 1964     GOOD             CGS
 DY0055
 DY0055                          STATION DESCRIPTION
 DY0055
 DY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0055'AT LOS ALAMITOS NAS.
 DY0055'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, ALONG SARATOGA AVE.,
 DY0055'ABOUT MIDWAY BETWEEN BARRACKS D AND E, 99.5 FEET NORTHWEST OF
 DY0055'THE NORTHWEST CORNER OF BARRACKS D (BUILDING NO. 18), 62 FEET
 DY0055'NORTHEAST OF NORTHEAST CORNER OF BARRACKS E (BUILDING NO. 20),
 DY0055'2.4 FEET NORTHEAST OF IRON LIGHT POLE, SET IN SOUTH CURB OF
 DY0055'AVE.  IRON NAIL SET IN LEADED HOLE.  IRON NAIL SET IN LEADED
 DY0055'HOLE IN CURB.  NOTE-- LIGHT POLE IS 49.
 DY0055
 DY0055                          STATION RECOVERY (1964)
 DY0055
 DY0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0950 ***********************************************************************
 GT0950  DESIGNATION -  250
 GT0950  PID         -  GT0950
 GT0950  STATE/COUNTY-  CA/KINGS
 GT0950  USGS QUAD   -  HANFORD (1954)
 GT0950
 GT0950                         *CURRENT SURVEY CONTROL
 GT0950  ___________________________________________________________________
 GT0950* NAD 83(1986)-  36 19 40.62   (N)    119 38 48.54   (W)     HD_HELD1  
 GT0950* NAVD 88     -        73.724  (meters)     241.88   (feet)  ADJUSTED  
 GT0950  ___________________________________________________________________
 GT0950  GEOID HEIGHT-         -32.79  (meters)                     GEOID09
 GT0950  DYNAMIC HT  -          73.662 (meters)     241.67  (feet)  COMP
 GT0950  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GT0950
 GT0950  VERT ORDER  -  SECOND    CLASS II
 GT0950
 GT0950.The horizontal coordinates were established by differentially corrected
 GT0950.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 GT0950.
 GT0950.The orthometric height was determined by differential leveling and
 GT0950.adjusted in October 2007.
 GT0950
 GT0950.No vertical observational check was made to the station.
 GT0950
 GT0950.Photographs are available for this station.
 GT0950
 GT0950.The geoid height was determined by GEOID09.
 GT0950
 GT0950.The dynamic height is computed by dividing the NAVD 88
 GT0950.geopotential number by the normal gravity value computed on the
 GT0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0950.degrees latitude (g = 980.6199 gals.).
 GT0950
 GT0950.The modeled gravity was interpolated from observed gravity values.
 GT0950
 GT0950;                    North         East    Units  Estimated Accuracy
 GT0950;SPC CA 4     -   610,559.5   1,941,926.1     MT  (+/- 3 meters HH1 GPS) 
 GT0950
 GT0950                          SUPERSEDED SURVEY CONTROL
 GT0950
 GT0950  NGVD 29 (??/??/??)   74.74   (m)          245.2    (f) RESET       3  
 GT0950
 GT0950.Superseded values are not recommended for survey control.
 GT0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0950.See file dsdata.txt to determine how the superseded data were derived.
 GT0950
 GT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6241423576(NAD 83)
 GT0950
 GT0950_MARKER: DD = SURVEY DISK
 GT0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0950_SP_SET: BALUSTRADE
 GT0950_STAMPING: 250 465 G
 GT0950_MARK LOGO: USGS  
 GT0950_PROJECTION: FLUSH
 GT0950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GT0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0950+STABILITY: SURFACE MOTION
 GT0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0950+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2009
 GT0950
 GT0950  HISTORY     - Date     Condition        Report By
 GT0950  HISTORY     - 1954     MONUMENTED       CGS
 GT0950  HISTORY     - 1954     GOOD             CGS
 GT0950  HISTORY     - 1970     GOOD             NGS
 GT0950  HISTORY     - 20040706 GOOD             CADT
 GT0950  HISTORY     - 20090920 GOOD             GEOCAC
 GT0950
 GT0950                          STATION DESCRIPTION
 GT0950
 GT0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GT0950'AT HANFORD.
 GT0950'AT HANFORD, AT THE INTERSECTION OF WEST 8TH AND NORTH IRWIN
 GT0950'STREETS, AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP
 GT0950'OF THE FIRST LEDGE OF THE EAST GRANITE BALUTRADE, AND 3.4 FEET
 GT0950'ABOVE THE GROUND.  NEAR THE CENTER OF THE NORTH EDGE OF SECTION 6,
 GT0950'T18S, R21E.
 GT0950
 GT0950                          STATION RECOVERY (1970)
 GT0950
 GT0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0950'RECOVERED IN GOOD CONDITION.
 GT0950
 GT0950                          STATION RECOVERY (2004)
 GT0950
 GT0950'RECOVERY NOTE BY CALTRANS 2004 (AO)
 GT0950'RECOVERED IN GOOD CONDITION AS DESCRIBED.    THIS STATION WAS OBSERVED
 GT0950'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GT0950'PROJECT.
 GT0950
 GT0950                          STATION RECOVERY (2009)
 GT0950
 GT0950'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 GT0950'RECOVERED IN GOOD CONDITION. GPS COORDINATES AS, N 36  19.678 W 119
 GT0950'38.807. ALTITUDE 224 FT. DISK IS STAMPED. 250.465 DATUM G. DIGITAL
 GT0950'PHOTOS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0054 ***********************************************************************
 DY0054  DESIGNATION -  26 DPW
 DY0054  PID         -  DY0054
 DY0054  STATE/COUNTY-  CA/ORANGE
 DY0054  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0054
 DY0054                         *CURRENT SURVEY CONTROL
 DY0054  ___________________________________________________________________
 DY0054* NAD 83(1986)-  33 47 42.     (N)    118 03 16.     (W)     SCALED    
 DY0054* NAVD 88     -         8.00   (+/-2cm)      26.2    (feet)  VERTCON   
 DY0054  ___________________________________________________________________
 DY0054  GEOID HEIGHT-         -35.61  (meters)                     GEOID09
 DY0054  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0054
 DY0054.The horizontal coordinates were scaled from a topographic map and have
 DY0054.an estimated accuracy of +/- 6 seconds.
 DY0054.
 DY0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0054
 DY0054.The vertical order pertains to the NGVD 29 superseded value.
 DY0054
 DY0054.The geoid height was determined by GEOID09.
 DY0054
 DY0054;                    North         East    Units  Estimated Accuracy
 DY0054;SPC CA 6     -   682,040.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0054
 DY0054                          SUPERSEDED SURVEY CONTROL
 DY0054
 DY0054  NGVD 29 (??/??/92)    7.286  (m)           23.90   (f) ADJ UNCH    1 2
 DY0054
 DY0054.Superseded values are not recommended for survey control.
 DY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0054.See file dsdata.txt to determine how the superseded data were derived.
 DY0054
 DY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023399(NAD 83)
 DY0054
 DY0054_MARKER: N = NAIL
 DY0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0054_SP_SET: CURB
 DY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0054
 DY0054  HISTORY     - Date     Condition        Report By
 DY0054  HISTORY     - UNK      MONUMENTED       CA1980
 DY0054  HISTORY     - 1945     GOOD             CGS
 DY0054  HISTORY     - 1964     GOOD             CGS
 DY0054
 DY0054                          STATION DESCRIPTION
 DY0054
 DY0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0054'AT LOS ALAMITOS NAS.
 DY0054'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE SOUTH
 DY0054'CURB OF SARATOGA AVENUE, 51.4 FEET NORTHEAST OF THE NORTHEAST
 DY0054'CORNER OF BARRACKS C (BUILDING NO. 17), 1.1 FEET NORTH OF THE
 DY0054'IRON LIGHT POLE.  IRON NAIL SET IN LEADED HOLE.  IRON NAIL IN
 DY0054'LEADED HOLE IN CURB.  NOTE-- THE IRON LIGHT POLE IS 45, MARK ALSO
 DY0054'3 FEET NORTHWEST OF FIRE HYDRANT 26, 1/4-FOOT WEST OF A JOINT
 DY0054'IN THE CURB.
 DY0054
 DY0054                          STATION RECOVERY (1964)
 DY0054
 DY0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0278 ***********************************************************************
 HT0278  DESIGNATION -  27 PORT OF OKALAND
 HT0278  PID         -  HT0278
 HT0278  STATE/COUNTY-  CA/ALAMEDA
 HT0278  USGS QUAD   -  SAN LEANDRO (1993)
 HT0278
 HT0278                         *CURRENT SURVEY CONTROL
 HT0278  ___________________________________________________________________
 HT0278* NAD 83(1986)-  37 43 50.     (N)    122 12 36.     (W)     SCALED    
 HT0278* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 HT0278  ___________________________________________________________________
 HT0278  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0278
 HT0278.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0278
 HT0278.The horizontal coordinates were scaled from a topographic map and have
 HT0278.an estimated accuracy of +/- 6 seconds.
 HT0278.
 HT0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0278
 HT0278.The vertical order pertains to the NGVD 29 superseded value.
 HT0278
 HT0278.The geoid height was determined by GEOID09.
 HT0278
 HT0278;                    North         East    Units  Estimated Accuracy
 HT0278;SPC CA 3     -   637,950.    1,849,280.      MT  (+/- 180 meters Scaled)
 HT0278
 HT0278                          SUPERSEDED SURVEY CONTROL
 HT0278
 HT0278  NGVD 29 (??/??/92)    0.05   (m)            0.2    (f) COMPUTED    1 2
 HT0278
 HT0278.Superseded values are not recommended for survey control.
 HT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0278.See file dsdata.txt to determine how the superseded data were derived.
 HT0278
 HT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG696762(NAD 83)
 HT0278
 HT0278_MARKER: N = NAIL
 HT0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0278+STABILITY: SURFACE MOTION
 HT0278
 HT0278  HISTORY     - Date     Condition        Report By
 HT0278  HISTORY     - UNK      MONUMENTED       CA2480
 HT0278  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0278  HISTORY     - 1963     GOOD             CGS
 HT0278
 HT0278                          STATION DESCRIPTION
 HT0278
 HT0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0278'AT OAKLAND MUN AIRPORT.
 HT0278'DESCRIPTION FURNISHED BY USGS IN APRIL 1947-- AT OAKLAND
 HT0278'MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF SAN LEANDRO BAY.  IT
 HT0278'IS NORTHWEST OF HANGAR 4, ON THE EAST SIDE OF THE PAVEMENT, AND
 HT0278'50 FEET NORTHWEST OF THE NORTH FACE OF THE HANGAR.  A COPPER
 HT0278'NAIL EMBEDDED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET
 HT0278'FLUSH WITH THE STREET LEVEL.
 HT0278
 HT0278                          STATION RECOVERY (1963)
 HT0278
 HT0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0476 ***********************************************************************
 FU0476  DESIGNATION -  2732 RESET
 FU0476  PID         -  FU0476
 FU0476  STATE/COUNTY-  CA/KERN
 FU0476  USGS QUAD   -  MOJAVE (1992)
 FU0476
 FU0476                         *CURRENT SURVEY CONTROL
 FU0476  ___________________________________________________________________
 FU0476* NAD 83(1986)-  35 02 48.     (N)    118 10 19.     (W)     SCALED    
 FU0476* NAVD 88     -       834.364  (meters)    2737.41   (feet)  ADJUSTED  
 FU0476  ___________________________________________________________________
 FU0476  GEOID HEIGHT-         -31.55  (meters)                     GEOID09
 FU0476  DYNAMIC HT  -         833.406 (meters)    2734.27  (feet)  COMP
 FU0476  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 FU0476
 FU0476  VERT ORDER  -  FIRST     CLASS II
 FU0476
 FU0476.The horizontal coordinates were scaled from a topographic map and have
 FU0476.an estimated accuracy of +/- 6 seconds.
 FU0476.
 FU0476.The orthometric height was determined by differential leveling and
 FU0476.adjusted in June 1991.
 FU0476
 FU0476.The geoid height was determined by GEOID09.
 FU0476
 FU0476.The dynamic height is computed by dividing the NAVD 88
 FU0476.geopotential number by the normal gravity value computed on the
 FU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0476.degrees latitude (g = 980.6199 gals.).
 FU0476
 FU0476.The modeled gravity was interpolated from observed gravity values.
 FU0476
 FU0476;                    North         East    Units  Estimated Accuracy
 FU0476;SPC CA 5     -   671,580.    1,984,310.      MT  (+/- 180 meters Scaled)
 FU0476
 FU0476                          SUPERSEDED SURVEY CONTROL
 FU0476
 FU0476  NGVD 29 (??/??/??)  833.45   (m)         2734.4    (f) RESET       3  
 FU0476
 FU0476.Superseded values are not recommended for survey control.
 FU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0476.See file dsdata.txt to determine how the superseded data were derived.
 FU0476
 FU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931788(NAD 83)
 FU0476
 FU0476_MARKER: P = PIPE CAP
 FU0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0476_STAMPING: 2732 26 B 1902 RESET 1945
 FU0476_MARK LOGO: CGS   
 FU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0476
 FU0476  HISTORY     - Date     Condition        Report By
 FU0476  HISTORY     - 1945     MONUMENTED       CGS
 FU0476  HISTORY     - 1965     GOOD             CGS
 FU0476  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0476
 FU0476                          STATION DESCRIPTION
 FU0476
 FU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FU0476'0.4 MI S FROM MOJAVE.
 FU0476'0.45 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE RAILROAD STATION
 FU0476'AT MOJAVE, 415.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TRIANGLE
 FU0476'FORMED BY THE JUNCTION OF STATE HIGHWAY 58, 38.0 FEET EAST OF
 FU0476'THE CENTER LINE OF THE HIGHWAY, 105.5 FEET EAST OF THE NORTHEAST
 FU0476'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 3.3 FEET
 FU0476'EAST OF TELEPHONE POLE 3379, 1.9 FEET SOUTH OF A WITNESS POST,
 FU0476'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT
 FU0476'ABOVE THE GROUND.
 FU0476
 FU0476                          STATION RECOVERY (2004)
 FU0476
 FU0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0476'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0492 ***********************************************************************
 FU0492  DESIGNATION -  2758.971 USN
 FU0492  PID         -  FU0492
 FU0492  STATE/COUNTY-  CA/KERN
 FU0492  USGS QUAD   -  MOJAVE (1992)
 FU0492
 FU0492                         *CURRENT SURVEY CONTROL
 FU0492  ___________________________________________________________________
 FU0492* NAD 83(1986)-  35 03 26.     (N)    118 09 27.     (W)     SCALED    
 FU0492* NAVD 88     -       841.786  (meters)    2761.76   (feet)  ADJUSTED  
 FU0492  ___________________________________________________________________
 FU0492  GEOID HEIGHT-         -31.53  (meters)                     GEOID09
 FU0492  DYNAMIC HT  -         840.823 (meters)    2758.60  (feet)  COMP
 FU0492  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 FU0492
 FU0492  VERT ORDER  -  FIRST     CLASS II
 FU0492
 FU0492.The horizontal coordinates were scaled from a topographic map and have
 FU0492.an estimated accuracy of +/- 6 seconds.
 FU0492.
 FU0492.The orthometric height was determined by differential leveling and
 FU0492.adjusted in June 1991.
 FU0492
 FU0492.The geoid height was determined by GEOID09.
 FU0492
 FU0492.The dynamic height is computed by dividing the NAVD 88
 FU0492.geopotential number by the normal gravity value computed on the
 FU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0492.degrees latitude (g = 980.6199 gals.).
 FU0492
 FU0492.The modeled gravity was interpolated from observed gravity values.
 FU0492
 FU0492;                    North         East    Units  Estimated Accuracy
 FU0492;SPC CA 5     -   672,750.    1,985,630.      MT  (+/- 180 meters Scaled)
 FU0492
 FU0492                          SUPERSEDED SURVEY CONTROL
 FU0492
 FU0492  NGVD 29 (??/??/??)  841.02   (m)         2759.2    (f) RESET       3  
 FU0492
 FU0492.Superseded values are not recommended for survey control.
 FU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0492.See file dsdata.txt to determine how the superseded data were derived.
 FU0492
 FU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944800(NAD 83)
 FU0492
 FU0492_MARKER: DD = SURVEY DISK
 FU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0492_STAMPING: 2758.971
 FU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0492+STABILITY: SURFACE MOTION
 FU0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0492+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 FU0492
 FU0492  HISTORY     - Date     Condition        Report By
 FU0492  HISTORY     - UNK      MONUMENTED       DOD
 FU0492  HISTORY     - 1962     GOOD             CGS
 FU0492  HISTORY     - 20040526 GOOD             USPSQD
 FU0492
 FU0492                          STATION DESCRIPTION
 FU0492
 FU0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0492'AT MOJAVE.
 FU0492'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, AT THE OPERATIONS
 FU0492'BUILDING AND CONTROL TOWER, 24.2 FEET NORTH OF THE CENTER OF THE
 FU0492'NORTH FACE OF THE BUILDING, 23.4 FEET NORTH OF BENCH MARK X
 FU0492'747, 2.1 FEET NORTH OF THE SOUTH EDGE OF CONCRETE PARKING
 FU0492'APRON, A DISK IN A POST 0.6 FOOT UNDER GROUND.  ACCESS TO THE
 FU0492'MARK IS HAD BY REMOVING A SCREW CAP FROM A 4-INCH PIPE WHICH
 FU0492'COVERS THE MARK.
 FU0492
 FU0492                          STATION RECOVERY (2004)
 FU0492
 FU0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0492'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0488 ***********************************************************************
 FU0488  DESIGNATION -  2777.026 USN
 FU0488  PID         -  FU0488
 FU0488  STATE/COUNTY-  CA/KERN
 FU0488  USGS QUAD   -  MOJAVE (1992)
 FU0488
 FU0488                         *CURRENT SURVEY CONTROL
 FU0488  ___________________________________________________________________
 FU0488* NAD 83(1986)-  35 03 55.     (N)    118 09 20.     (W)     SCALED    
 FU0488* NAVD 88     -       847.273  (meters)    2779.76   (feet)  ADJUSTED  
 FU0488  ___________________________________________________________________
 FU0488  GEOID HEIGHT-         -31.50  (meters)                     GEOID09
 FU0488  DYNAMIC HT  -         846.304 (meters)    2776.58  (feet)  COMP
 FU0488  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 FU0488
 FU0488  VERT ORDER  -  FIRST     CLASS II
 FU0488
 FU0488.The horizontal coordinates were scaled from a topographic map and have
 FU0488.an estimated accuracy of +/- 6 seconds.
 FU0488.
 FU0488.The orthometric height was determined by differential leveling and
 FU0488.adjusted in June 1991.
 FU0488
 FU0488.The geoid height was determined by GEOID09.
 FU0488
 FU0488.The dynamic height is computed by dividing the NAVD 88
 FU0488.geopotential number by the normal gravity value computed on the
 FU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0488.degrees latitude (g = 980.6199 gals.).
 FU0488
 FU0488.The modeled gravity was interpolated from observed gravity values.
 FU0488
 FU0488;                    North         East    Units  Estimated Accuracy
 FU0488;SPC CA 5     -   673,640.    1,985,810.      MT  (+/- 180 meters Scaled)
 FU0488
 FU0488                          SUPERSEDED SURVEY CONTROL
 FU0488
 FU0488  NGVD 29 (??/??/??)  846.56   (m)         2777.4    (f) RESET       3  
 FU0488
 FU0488.Superseded values are not recommended for survey control.
 FU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0488.See file dsdata.txt to determine how the superseded data were derived.
 FU0488
 FU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU946808(NAD 83)
 FU0488
 FU0488_MARKER: DD = SURVEY DISK
 FU0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0488_SP_SET: RUNWAY
 FU0488_STAMPING: 2777.026
 FU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0488
 FU0488  HISTORY     - Date     Condition        Report By
 FU0488  HISTORY     - UNK      MONUMENTED       CGS
 FU0488  HISTORY     - 1945     GOOD             CGS
 FU0488  HISTORY     - 1962     MARK NOT FOUND   CGS
 FU0488
 FU0488                          STATION DESCRIPTION
 FU0488
 FU0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FU0488'AT MOJAVE.
 FU0488'AT MOJAVE, AT MOJAVE MARINE CORPS AIR STATION, AT THE CENTER
 FU0488'OF THE INTERSECTION OF THE NORTHWEST-SOUTHEAST AND THE
 FU0488'SOUTHWEST-NORTHEAST RUNWAYS AND SET IN THE RUNWAY PAVEMENT.
 FU0488
 FU0488                          STATION RECOVERY (1962)
 FU0488
 FU0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FU0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU3207 ***********************************************************************
 FU3207  DESIGNATION -  2786.680 USN
 FU3207  PID         -  FU3207
 FU3207  STATE/COUNTY-  CA/KERN
 FU3207  USGS QUAD   -  MOJAVE (1992)
 FU3207
 FU3207                         *CURRENT SURVEY CONTROL
 FU3207  ___________________________________________________________________
 FU3207* NAD 83(1986)-  35 04 02.     (N)    118 09 29.     (W)     SCALED    
 FU3207* NAVD 88     -       850.217  (meters)    2789.42   (feet)  ADJUSTED  
 FU3207  ___________________________________________________________________
 FU3207  GEOID HEIGHT-         -31.49  (meters)                     GEOID09
 FU3207  DYNAMIC HT  -         849.243 (meters)    2786.22  (feet)  COMP
 FU3207  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 FU3207
 FU3207  VERT ORDER  -  FIRST     CLASS II
 FU3207
 FU3207.The horizontal coordinates were scaled from a topographic map and have
 FU3207.an estimated accuracy of +/- 6 seconds.
 FU3207.
 FU3207.The orthometric height was determined by differential leveling and
 FU3207.adjusted in June 1991.
 FU3207
 FU3207.The geoid height was determined by GEOID09.
 FU3207
 FU3207.The dynamic height is computed by dividing the NAVD 88
 FU3207.geopotential number by the normal gravity value computed on the
 FU3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU3207.degrees latitude (g = 980.6199 gals.).
 FU3207
 FU3207.The modeled gravity was interpolated from observed gravity values.
 FU3207
 FU3207;                    North         East    Units  Estimated Accuracy
 FU3207;SPC CA 5     -   673,860.    1,985,580.      MT  (+/- 180 meters Scaled)
 FU3207
 FU3207                          SUPERSEDED SURVEY CONTROL
 FU3207
 FU3207  NGVD 29 (??/??/??)  849.50   (m)         2787.1    (f) RESET       3  
 FU3207
 FU3207.Superseded values are not recommended for survey control.
 FU3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3207.See file dsdata.txt to determine how the superseded data were derived.
 FU3207
 FU3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944811(NAD 83)
 FU3207
 FU3207_MARKER: DD = SURVEY DISK
 FU3207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU3207_SP_SET: RUNWAY
 FU3207_STAMPING: 2786.680 2786.8 CL INTERSEC NW SE RUNWAY W TAXIWAY
 FU3207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3207
 FU3207  HISTORY     - Date     Condition        Report By
 FU3207  HISTORY     - UNK      MONUMENTED       CGS
 FU3207  HISTORY     - 1945     GOOD             CGS
 FU3207  HISTORY     - 1962     MARK NOT FOUND   CGS
 FU3207
 FU3207                          STATION DESCRIPTION
 FU3207
 FU3207'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FU3207'AT MOJAVE.
 FU3207'AT MOJAVE, AT MOJAVE MARINE CORPS AIR STATION, NEAR NORTHWEST
 FU3207'END OF NORTHWEST-SOUTHEAST RUNWAY, AT THE CENTERLINE OF INTERSECTION
 FU3207'OF NORTHWEST-SOUTHEAST RUNWAY AND THE WEST TAXIWAY, 39.3 FEET
 FU3207'SOUTHEAST OF NORTHWEST END OF RUNWAY, SET IN THE RUNWAY PAVEMENT.
 FU3207'NOTE-- THIS MARK IS AT THE HIGHEST POINT OF THE RUNWAYS.
 FU3207
 FU3207                          STATION RECOVERY (1962)
 FU3207
 FU3207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FU3207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0881 ***********************************************************************
 GT0881  DESIGNATION -  286.597
 GT0881  PID         -  GT0881
 GT0881  STATE/COUNTY-  CA/TULARE
 GT0881  USGS QUAD   -  GOSHEN (1969)
 GT0881
 GT0881                         *CURRENT SURVEY CONTROL
 GT0881  ___________________________________________________________________
 GT0881* NAD 83(1986)-  36 19 50.     (N)    119 24 24.     (W)     SCALED    
 GT0881* NAVD 88     -        87.96   (+/-2cm)     288.6    (feet)  VERTCON   
 GT0881  ___________________________________________________________________
 GT0881  GEOID HEIGHT-         -32.08  (meters)                     GEOID09
 GT0881  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0881
 GT0881.The horizontal coordinates were scaled from a topographic map and have
 GT0881.an estimated accuracy of +/- 6 seconds.
 GT0881.
 GT0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0881
 GT0881.The vertical order pertains to the NGVD 29 superseded value.
 GT0881
 GT0881.The geoid height was determined by GEOID09.
 GT0881
 GT0881;                    North         East    Units  Estimated Accuracy
 GT0881;SPC CA 4     -   610,730.    1,963,490.      MT  (+/- 180 meters Scaled)
 GT0881
 GT0881                          SUPERSEDED SURVEY CONTROL
 GT0881
 GT0881  NGVD 29 (??/??/92)   87.135  (m)          285.88   (f) ADJ UNCH    1 2
 GT0881
 GT0881.Superseded values are not recommended for survey control.
 GT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0881.See file dsdata.txt to determine how the superseded data were derived.
 GT0881
 GT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA839233(NAD 83)
 GT0881
 GT0881_MARKER: P = PIPE CAP
 GT0881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0881_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0881_STAMPING: 286.597 B 1902
 GT0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0881+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 GT0881
 GT0881  HISTORY     - Date     Condition        Report By
 GT0881  HISTORY     - 1902     MONUMENTED       USGS
 GT0881  HISTORY     - 1957     GOOD             CGS
 GT0881  HISTORY     - 1970     GOOD             USGS
 GT0881  HISTORY     - 20070825 GOOD             GEOCAC
 GT0881  HISTORY     - 20080128 GOOD             GEOCAC
 GT0881  HISTORY     - 20081014 GOOD             GEOCAC
 GT0881
 GT0881                          STATION DESCRIPTION
 GT0881
 GT0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GT0881'1.8 MI SE FROM GOSHEN.
 GT0881'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0881'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, IN R 24E T18S,
 GT0881'IN THE SOUTHEAST QUARTER OF SECTION 30, 101.8 FEET NORTH OF THE
 GT0881'NORTH CORNER OF THE NORTHWEST CONCRETE PIER FOR CONCRETE HIGHWAY
 GT0881'BRIDGE 240.88, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GT0881'52 FEET SOUTHEAST OF TELEPHONE POLE 11 K WITH A GUY WIRE,
 GT0881'6.0 FEET NORTHWEST OF A HIGHWAY SURVEY STATION METAL MARKER
 GT0881'POST, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER
 GT0881'THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 GT0881'PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- SLANTING
 GT0881'CAP, THE ROD WAS HELD OVER THE LETTERS U.S. DURING THE 1957
 GT0881'RELEVELING 287 B=286.597.  RECOVERED AS DESCRIBED IN JANUARY
 GT0881'1958.
 GT0881
 GT0881                          STATION RECOVERY (1970)
 GT0881
 GT0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GT0881'RECOVERED IN GOOD CONDITION.
 GT0881
 GT0881                          STATION RECOVERY (2007)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2007 (RT)
 GT0881'GPS COORDINATES. N 36* 19.778  W 119* 24.386   ELEVATION 275
 GT0881
 GT0881                          STATION RECOVERY (2008)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2008 (EAH)
 GT0881'RECOVERED IN GOOD CONDITION.
 GT0881
 GT0881                          STATION RECOVERY (2008)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2008 (EAH)
 GT0881'PHOTOS CAN BE FOUND AT
 GT0881'BENCHMARKHUNTING.BLOGSPOT.COM/2008/10/GT0881-286597.HTML
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0050 ***********************************************************************
 DY0050  DESIGNATION -  29 DPW
 DY0050  PID         -  DY0050
 DY0050  STATE/COUNTY-  CA/ORANGE
 DY0050  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0050
 DY0050                         *CURRENT SURVEY CONTROL
 DY0050  ___________________________________________________________________
 DY0050* NAD 83(1986)-  33 47 47.     (N)    118 03 16.     (W)     SCALED    
 DY0050* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 DY0050  ___________________________________________________________________
 DY0050  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0050
 DY0050.The horizontal coordinates were scaled from a topographic map and have
 DY0050.an estimated accuracy of +/- 6 seconds.
 DY0050.
 DY0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0050
 DY0050.The vertical order pertains to the NGVD 29 superseded value.
 DY0050
 DY0050.The geoid height was determined by GEOID09.
 DY0050
 DY0050;                    North         East    Units  Estimated Accuracy
 DY0050;SPC CA 6     -   682,190.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0050
 DY0050                          SUPERSEDED SURVEY CONTROL
 DY0050
 DY0050  NGVD 29 (??/??/92)    6.916  (m)           22.69   (f) ADJ UNCH    1 2
 DY0050
 DY0050.Superseded values are not recommended for survey control.
 DY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0050.See file dsdata.txt to determine how the superseded data were derived.
 DY0050
 DY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023400(NAD 83)
 DY0050
 DY0050_MARKER: DD = SURVEY DISK
 DY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0050+STABILITY: SURFACE MOTION
 DY0050
 DY0050  HISTORY     - Date     Condition        Report By
 DY0050  HISTORY     - UNK      MONUMENTED       CA1980
 DY0050  HISTORY     - 1945     GOOD             CGS
 DY0050  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY0050
 DY0050                          STATION DESCRIPTION
 DY0050
 DY0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0050'AT LOS ALAMITOS NAS.
 DY0050'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET ALONG THE FIRST
 DY0050'STREET NORTH OF SARATOGA AVE., 36.2 FEET NORTH OF NORTH CURB
 DY0050'OF STREET, 20.3 FEET WEST OF THE EAST FACE OF THE EAST-MOST
 DY0050'WING ON THE NORTH SIDE OF BUILDING NO. 5, 0.7 FOOT EAST OF
 DY0050'REFERENCE POST.  A 1-INCH SQUARE IRON BOLT SET IN TOP OF A
 DY0050'CONCRETE POST ABOUT 1 FOOT BELOW GROUND LEVEL.  1 INCH IRON
 DY0050'BOLT SET IN TOP OF CONCRETE POST.
 DY0050
 DY0050                          STATION RECOVERY (1964)
 DY0050
 DY0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1022 ***********************************************************************
 JS1022  DESIGNATION -  3 USE
 JS1022  PID         -  JS1022
 JS1022  STATE/COUNTY-  CA/SACRAMENTO
 JS1022  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1022
 JS1022                         *CURRENT SURVEY CONTROL
 JS1022  ___________________________________________________________________
 JS1022* NAD 83(2007)-  38 31 10.93114(N)    121 29 38.37612(W)     ADJUSTED  
 JS1022* NAVD 88     -         6.75   (+/-2cm)      22.1    (feet)  VERTCON   
 JS1022  ___________________________________________________________________
 JS1022  EPOCH DATE  -        2007.00
 JS1022  X           -  -2,610,315.922 (meters)                     COMP
 JS1022  Y           -  -4,260,650.991 (meters)                     COMP
 JS1022  Z           -   3,950,725.737 (meters)                     COMP
 JS1022  LAPLACE CORR-           3.30  (seconds)                    DEFLEC09
 JS1022  ELLIP HEIGHT-         -24.272 (meters)          (02/10/07) ADJUSTED
 JS1022  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 JS1022
 JS1022  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS1022  Type    PID    Designation                      North   East  Ellip
 JS1022  -------------------------------------------------------------------
 JS1022  NETWORK JS1022 3 USE                             3.68   3.43   7.90
 JS1022  -------------------------------------------------------------------
 JS1022  VERT ORDER  -  THIRD (See Below)
 JS1022
 JS1022.This mark is at Sacramento Exec Airport (SAC)
 JS1022
 JS1022.The horizontal coordinates were established by GPS observations
 JS1022.and adjusted by the National Geodetic Survey in February 2007.
 JS1022
 JS1022.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 JS1022.See National Readjustment for more information. 
 JS1022
 JS1022.The horizontal coordinates are valid at the epoch date displayed above
 JS1022.which is a decimal equivalence of Year/Month/Day.
 JS1022
 JS1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1022
 JS1022.The vertical order pertains to the NGVD 29 superseded value.
 JS1022
 JS1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS1022
 JS1022.The Laplace correction was computed from DEFLEC09 derived deflections.
 JS1022
 JS1022.The ellipsoidal height was determined by GPS observations
 JS1022.and is referenced to NAD 83.
 JS1022
 JS1022.The geoid height was determined by GEOID09.
 JS1022
 JS1022;                    North         East     Units Scale Factor Converg.
 JS1022;SPC CA 2     -   594,815.229 2,044,126.469   MT  0.99996296   +0 19 08.5
 JS1022;SPC CA 2     - 1,951,489.63  6,706,438.26   sFT  0.99996296   +0 19 08.5
 JS1022;UTM  10      - 4,264,554.432   631,288.222   MT  0.99981227   +0 56 17.0
 JS1022
 JS1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS1022!SPC CA 2     -   1.00000381  x   0.99996296  =   0.99996677
 JS1022!UTM  10      -   1.00000381  x   0.99981227  =   0.99981608
 JS1022
 JS1022:                Primary Azimuth Mark                     Grid Az
 JS1022:SPC CA 2     -  AP STA B2                                101 43 38.0
 JS1022:UTM  10      -  AP STA B2                                101 06 29.5
 JS1022
 JS1022|---------------------------------------------------------------------|
 JS1022| PID    Reference Object                     Distance      Geod. Az  |
 JS1022|                                                           dddmmss.s |
 JS1022| JS4840 AP STA B2                           455.382 METERS 1020246.5 |
 JS1022|---------------------------------------------------------------------|
 JS1022
 JS1022                          SUPERSEDED SURVEY CONTROL
 JS1022
 JS1022  NAD 83(1992)-  38 31 10.92481(N)    121 29 38.37085(W) AD(1991.35) 2
 JS1022  ELLIP H (05/16/94)  -24.039  (m)                       GP(1991.35) 4 2
 JS1022  NGVD 29 (??/??/??)    5.98   (m)           19.6    (f) RESET       3  
 JS1022
 JS1022.Superseded values are not recommended for survey control.
 JS1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1022.See file dsdata.txt to determine how the superseded data were derived.
 JS1022
 JS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3128864554(NAD 83)
 JS1022
 JS1022_MARKER: DD = SURVEY DISK
 JS1022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JS1022_SP_SET: ASPHALT
 JS1022_STAMPING: 3 19.62 00+0 25
 JS1022_MARK LOGO: USE   
 JS1022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JS1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1022+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2010
 JS1022
 JS1022  HISTORY     - Date     Condition        Report By
 JS1022  HISTORY     - 1966     MONUMENTED       USE
 JS1022  HISTORY     - 1945     GOOD             CGS
 JS1022  HISTORY     - 1966     MARK NOT FOUND   CGS
 JS1022  HISTORY     - 1986     GOOD             USPSQD
 JS1022  HISTORY     - 19910615 GOOD             NGS
 JS1022  HISTORY     - 19920512 GOOD
 JS1022  HISTORY     - 20100812 GOOD             WHPACI
 JS1022
 JS1022                          STATION DESCRIPTION
 JS1022
 JS1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1022'4.3 MI S FROM SACRAMENTO.
 JS1022'AT THE SACRAMENTO MUNICIPAL AIRPORT, AT THE NORTH END OF THE
 JS1022'NORTH-SOUTH RUNWAY, ALONG THE CENTERLINES OF NORTH-SOUTH RUNWAY
 JS1022'AND THE EAST-WEST TAXIWAY ALONG NORTH SIDE OF FIELD, SET IN
 JS1022'CONCRETE POURED INTO HOLE CUT IN ASPHALT PAVING, 25.0 FEET SOUTH
 JS1022'OF THE NORTH END OF THE RUNWAY AND NORTH SIDE OF THE TAXIWAY.
 JS1022'NOTE-- TO REACH SACRAMENTO MUNICIPAL AIRPORT FROM THE JUNCTION
 JS1022'OF CAPITOL AVENUE AND 21ST STREET AT SACRAMENTO GO SOUTH 4.3
 JS1022'MILES ALONG 21ST STREET AND FREEPORT ROAD TO THE MAIN GATE TO
 JS1022'AIRPORT.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 JS1022'3 19.62 00+0 0+25.
 JS1022
 JS1022                          STATION RECOVERY (1966)
 JS1022
 JS1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS1022'STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT AT THE NORTH
 JS1022'END OF PAVEMENT FOR RUNWAY END 16.
 JS1022'IT IS 55.4 FT (16.89 M) SOUTHEAST OF THE SOUTHERN CORNER OF A T-HANGAR
 JS1022'NORTH OF THE RUNWAY END, 129.5 FT (39.47 M) SOUTHWEST OF THE
 JS1022'SOUTHWEST CORNER OF THE CONCRETE BASE FOR A RUNWAY END SIGN, 149.8 FT
 JS1022'(45.66 M) WEST-SOUTHWEST OF THE SOUTH END OF A SIGN, 11.3 FT
 JS1022'(3.44 M) SOUTH OF THE END OF THE RECTANGLE FORMED WHEN THE PAVEMENT
 JS1022'IS SQUARED OFF AT THE PROJECTION OF THE RUNWAY, AND 4.4 FT (1.34 M)
 JS1022'NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE RUNWAY EXTENDED AND
 JS1022'THE INTERSECTION OF TAXIWAY CENTERLINES EXTENDED.
 JS1022'STATION IS SET INTO THE ASPHALT PAVEMENT AT THE PROJECTION OF THE
 JS1022'RUNWAY CENTERLINE.
 JS1022
 JS1022                          STATION RECOVERY (1986)
 JS1022
 JS1022'RECOVERY NOTE BY US POWER SQUADRON 1986 (TOC)
 JS1022'RECOVERED IN GOOD CONDITION.
 JS1022
 JS1022                          STATION RECOVERY (1991)
 JS1022
 JS1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JS1022'THE STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT AT THE
 JS1022'NORTH END OF THE PAVEMENT FOR RUNWAY END 16.  THE STATION IS 55.4 FT
 JS1022'(16.9 M) SE OF THE SOUTHERN CORNER OF A T HANGAR, 129.5 FT (39.5 M) SW
 JS1022'OF THE SW CORNER OF THE CONCRETE BASE FOR A RUNWAY END SIGN, 149.8 FT
 JS1022'(45.7 M) WSW OF THE SOUTH END OF A SIGN, 11.3 FT (3.4 M) SOUTH OF THE
 JS1022'OLD RUNWAY END 16, AND 4.4 FT (1.3 M) NORTH OF THE INTERSECTION OF THE
 JS1022'CL OF THE RUNWAY EXTENDED AND THE EAST WEST TAXIWAYS.  THE STATION IS
 JS1022'A USE DISK STAMPED 3 19.62 00+0 25 AND SET FLUSH WITH THE ASPHALT.
 JS1022
 JS1022                          STATION RECOVERY (1992)
 JS1022
 JS1022'RECOVERED 1992
 JS1022'RECOVERED IN GOOD CONDITION.
 JS1022
 JS1022                          STATION RECOVERY (2010)
 JS1022
 JS1022'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2010
 JS1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0790 ***********************************************************************
 DC0790  DESIGNATION -  3 USN
 DC0790  PID         -  DC0790
 DC0790  STATE/COUNTY-  CA/SAN DIEGO
 DC0790  USGS QUAD   -  POINT LOMA (1994)
 DC0790
 DC0790                         *CURRENT SURVEY CONTROL
 DC0790  ___________________________________________________________________
 DC0790* NAD 83(1986)-  32 42 10.     (N)    117 11 43.     (W)     SCALED    
 DC0790* NAVD 88     -        10.16   (+/-2cm)      33.3    (feet)  VERTCON   
 DC0790  ___________________________________________________________________
 DC0790  GEOID HEIGHT-         -35.23  (meters)                     GEOID09
 DC0790  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0790
 DC0790.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0790
 DC0790.The horizontal coordinates were scaled from a topographic map and have
 DC0790.an estimated accuracy of +/- 6 seconds.
 DC0790.
 DC0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0790
 DC0790.The vertical order pertains to the NGVD 29 superseded value.
 DC0790
 DC0790.The geoid height was determined by GEOID09.
 DC0790
 DC0790;                    North         East    Units  Estimated Accuracy
 DC0790;SPC CA 6     -   559,860.    1,911,370.      MT  (+/- 180 meters Scaled)
 DC0790
 DC0790                          SUPERSEDED SURVEY CONTROL
 DC0790
 DC0790  NGVD 29 (??/??/??)    9.526  (m)           31.25   (f) ADJUSTED    1 2
 DC0790
 DC0790.Superseded values are not recommended for survey control.
 DC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0790.See file dsdata.txt to determine how the superseded data were derived.
 DC0790
 DC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS816183(NAD 83)
 DC0790
 DC0790_MARKER: N = NAIL
 DC0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0790_SP_SET: CONCRETE CURB
 DC0790_STAMPING: BM NO 3 EL 34.03
 DC0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0790
 DC0790  HISTORY     - Date     Condition        Report By
 DC0790  HISTORY     - UNK      MONUMENTED       DOD
 DC0790  HISTORY     - 1955     GOOD             CGS
 DC0790  HISTORY     - 1962     GOOD             DOD
 DC0790
 DC0790                          STATION DESCRIPTION
 DC0790
 DC0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0790'AT SAN DIEGO NAVAL AIR STATION.
 DC0790'AT SAN DIEGO NAVAL AIR STATION, AT THE T JUNCTION OF QUENTIN
 DC0790'ROOSEVELT BOULEVARD AND A ROAD, IN THE TOP OF THE NORTHWEST
 DC0790'CONCRETE CURB OF THE BOULEVARD, IN LINE WITH THE CENTER LINE
 DC0790'OF THE ROAD, 12.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 DC0790'BOULEVARD, 3.9 FEET SOUTHEAST OF A 2-INCH IRON PIPE SUPPORTING
 DC0790'SIGN CORONADO, 0.3 FOOT NORTHEAST OF A COPPER PLATE STAMPED
 DC0790'B.M. NO 3 EL 34.03, AND SET IN A LEADFILLED HOLE.
 DC0790
 DC0790                          STATION RECOVERY (1962)
 DC0790
 DC0790'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0256 ***********************************************************************
 DW0256  DESIGNATION -  3 USN
 DW0256  PID         -  DW0256
 DW0256  STATE/COUNTY-  CA/IMPERIAL
 DW0256  USGS QUAD   -  KANE SPRING NE (1992)
 DW0256
 DW0256                         *CURRENT SURVEY CONTROL
 DW0256  ___________________________________________________________________
 DW0256* NAD 83(1986)-  33 11 34.     (N)    115 50 11.     (W)     SCALED    
 DW0256* NAVD 88     -       -68.03   (+/-2cm)    -223.2    (feet)  VERTCON   
 DW0256  ___________________________________________________________________
 DW0256  GEOID HEIGHT-         -34.11  (meters)                     GEOID09
 DW0256  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0256
 DW0256.The horizontal coordinates were scaled from a topographic map and have
 DW0256.an estimated accuracy of +/- 6 seconds.
 DW0256.
 DW0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0256
 DW0256.The vertical order pertains to the NGVD 29 superseded value.
 DW0256
 DW0256.The geoid height was determined by GEOID09.
 DW0256
 DW0256;                    North         East    Units  Estimated Accuracy
 DW0256;SPC CA 6     -   613,880.    2,038,570.      MT  (+/- 180 meters Scaled)
 DW0256
 DW0256                          SUPERSEDED SURVEY CONTROL
 DW0256
 DW0256  NGVD 29 (??/??/??)  -68.671  (m)         -225.30   (f) ADJUSTED    1 2
 DW0256
 DW0256.Superseded values are not recommended for survey control.
 DW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0256.See file dsdata.txt to determine how the superseded data were derived.
 DW0256
 DW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS084732(NAD 83)
 DW0256
 DW0256_MARKER: Z = SEE DESCRIPTION
 DW0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0256_SP_SET: STEP
 DW0256_STAMPING: BM NO 3 EL 225.35
 DW0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0256
 DW0256  HISTORY     - Date     Condition        Report By
 DW0256  HISTORY     - UNK      MONUMENTED       DOD
 DW0256  HISTORY     - 1952     GOOD             CGS
 DW0256  HISTORY     - 1956     GOOD             CGS
 DW0256
 DW0256                          STATION DESCRIPTION
 DW0256
 DW0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DW0256'AT SALTON SEA TEST BASE.
 DW0256'AT SALTON SEA TEST BASE (AEC), IMPERIAL COUNTY, AT THE EAST END
 DW0256'OF BUILDING 6, IN THE CONCRETE STEP AT THE SOUTH ENTRANCE, AND
 DW0256'BELOW A METAL PLATE STAMPED BM NO. 3 EL. 225.35. A BRASS SCREW
 DW0256'IN A LEAD-FILLED HOLE.  NOTE-- BUILDING NO. 6 HAS BEEN DESTROYED.
 DW0256
 DW0256                          STATION RECOVERY (1956)
 DW0256
 DW0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DW0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0553 ***********************************************************************
 DB0553  DESIGNATION -  3 USN
 DB0553  PID         -  DB0553
 DB0553  STATE/COUNTY-  CA/IMPERIAL
 DB0553  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0553
 DB0553                         *CURRENT SURVEY CONTROL
 DB0553  ___________________________________________________________________
 DB0553* NAD 83(1986)-  32 50 29.     (N)    115 16 35.     (W)     SCALED    
 DB0553* NAVD 88     -        17.19   (+/-2cm)      56.4    (feet)  VERTCON   
 DB0553  ___________________________________________________________________
 DB0553  GEOID HEIGHT-         -34.50  (meters)                     GEOID09
 DB0553  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0553
 DB0553.The horizontal coordinates were scaled from a topographic map and have
 DB0553.an estimated accuracy of +/- 6 seconds.
 DB0553.
 DB0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0553
 DB0553.The vertical order pertains to the NGVD 29 superseded value.
 DB0553
 DB0553.The geoid height was determined by GEOID09.
 DB0553
 DB0553;                    North         East    Units  Estimated Accuracy
 DB0553;SPC CA 6     -   575,250.    2,091,150.      MT  (+/- 180 meters Scaled)
 DB0553
 DB0553                          SUPERSEDED SURVEY CONTROL
 DB0553
 DB0553  NGVD 29 (??/??/??)   16.487  (m)           54.09   (f) ADJUSTED    1 2
 DB0553
 DB0553.Superseded values are not recommended for survey control.
 DB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0553.See file dsdata.txt to determine how the superseded data were derived.
 DB0553
 DB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS613350(NAD 83)
 DB0553
 DB0553_MARKER: N = NAIL
 DB0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0553_SP_SET: SIDEWALK
 DB0553_STAMPING: BM NO 3 EL 54.10
 DB0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0553
 DB0553  HISTORY     - Date     Condition        Report By
 DB0553  HISTORY     - UNK      MONUMENTED       DOD
 DB0553  HISTORY     - 1945     GOOD             CGS
 DB0553  HISTORY     - 1965     MARK NOT FOUND   CGS
 DB0553
 DB0553                          STATION DESCRIPTION
 DB0553
 DB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0553'AT HOLTVILLE.
 DB0553'AT AIR STATION SET IN THE CONCRETE SIDEWALK, 6-INCHES NORTHWEST
 DB0553'OF THE NORTHWEST FACE OF BUILDING NUMBER 26, 6 INCHES NORTHEAST
 DB0553'OF THE SOUTHWEST EDGE OF THE WALK.  AN ALUMINUM TAG NAILED TO THE
 DB0553'WALL ABOVE THE MARK IS STAMPED BM. NO. 3 EL. 54.10.  A COPPER
 DB0553'NAIL, SET IN A LEAD PLUG.  NOTE-- THE HOLTVILLE NAVAL AUXILIARY
 DB0553'AIR STATION IS NOW THE IMPERIAL VALLEY TUBERCULOSIS SANITARIUM.
 DB0553
 DB0553                          STATION RECOVERY (1965)
 DB0553
 DB0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DB0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0256 ***********************************************************************
 DW0256  DESIGNATION -  3 USN
 DW0256  PID         -  DW0256
 DW0256  STATE/COUNTY-  CA/IMPERIAL
 DW0256  USGS QUAD   -  KANE SPRING NE (1992)
 DW0256
 DW0256                         *CURRENT SURVEY CONTROL
 DW0256  ___________________________________________________________________
 DW0256* NAD 83(1986)-  33 11 34.     (N)    115 50 11.     (W)     SCALED    
 DW0256* NAVD 88     -       -68.03   (+/-2cm)    -223.2    (feet)  VERTCON   
 DW0256  ___________________________________________________________________
 DW0256  GEOID HEIGHT-         -34.11  (meters)                     GEOID09
 DW0256  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0256
 DW0256.The horizontal coordinates were scaled from a topographic map and have
 DW0256.an estimated accuracy of +/- 6 seconds.
 DW0256.
 DW0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0256
 DW0256.The vertical order pertains to the NGVD 29 superseded value.
 DW0256
 DW0256.The geoid height was determined by GEOID09.
 DW0256
 DW0256;                    North         East    Units  Estimated Accuracy
 DW0256;SPC CA 6     -   613,880.    2,038,570.      MT  (+/- 180 meters Scaled)
 DW0256
 DW0256                          SUPERSEDED SURVEY CONTROL
 DW0256
 DW0256  NGVD 29 (??/??/??)  -68.671  (m)         -225.30   (f) ADJUSTED    1 2
 DW0256
 DW0256.Superseded values are not recommended for survey control.
 DW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0256.See file dsdata.txt to determine how the superseded data were derived.
 DW0256
 DW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS084732(NAD 83)
 DW0256
 DW0256_MARKER: Z = SEE DESCRIPTION
 DW0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0256_SP_SET: STEP
 DW0256_STAMPING: BM NO 3 EL 225.35
 DW0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0256
 DW0256  HISTORY     - Date     Condition        Report By
 DW0256  HISTORY     - UNK      MONUMENTED       DOD
 DW0256  HISTORY     - 1952     GOOD             CGS
 DW0256  HISTORY     - 1956     GOOD             CGS
 DW0256
 DW0256                          STATION DESCRIPTION
 DW0256
 DW0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DW0256'AT SALTON SEA TEST BASE.
 DW0256'AT SALTON SEA TEST BASE (AEC), IMPERIAL COUNTY, AT THE EAST END
 DW0256'OF BUILDING 6, IN THE CONCRETE STEP AT THE SOUTH ENTRANCE, AND
 DW0256'BELOW A METAL PLATE STAMPED BM NO. 3 EL. 225.35. A BRASS SCREW
 DW0256'IN A LEAD-FILLED HOLE.  NOTE-- BUILDING NO. 6 HAS BEEN DESTROYED.
 DW0256
 DW0256                          STATION RECOVERY (1956)
 DW0256
 DW0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DW0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0790 ***********************************************************************
 DC0790  DESIGNATION -  3 USN
 DC0790  PID         -  DC0790
 DC0790  STATE/COUNTY-  CA/SAN DIEGO
 DC0790  USGS QUAD   -  POINT LOMA (1994)
 DC0790
 DC0790                         *CURRENT SURVEY CONTROL
 DC0790  ___________________________________________________________________
 DC0790* NAD 83(1986)-  32 42 10.     (N)    117 11 43.     (W)     SCALED    
 DC0790* NAVD 88     -        10.16   (+/-2cm)      33.3    (feet)  VERTCON   
 DC0790  ___________________________________________________________________
 DC0790  GEOID HEIGHT-         -35.23  (meters)                     GEOID09
 DC0790  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0790
 DC0790.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0790
 DC0790.The horizontal coordinates were scaled from a topographic map and have
 DC0790.an estimated accuracy of +/- 6 seconds.
 DC0790.
 DC0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0790
 DC0790.The vertical order pertains to the NGVD 29 superseded value.
 DC0790
 DC0790.The geoid height was determined by GEOID09.
 DC0790
 DC0790;                    North         East    Units  Estimated Accuracy
 DC0790;SPC CA 6     -   559,860.    1,911,370.      MT  (+/- 180 meters Scaled)
 DC0790
 DC0790                          SUPERSEDED SURVEY CONTROL
 DC0790
 DC0790  NGVD 29 (??/??/??)    9.526  (m)           31.25   (f) ADJUSTED    1 2
 DC0790
 DC0790.Superseded values are not recommended for survey control.
 DC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0790.See file dsdata.txt to determine how the superseded data were derived.
 DC0790
 DC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS816183(NAD 83)
 DC0790
 DC0790_MARKER: N = NAIL
 DC0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0790_SP_SET: CONCRETE CURB
 DC0790_STAMPING: BM NO 3 EL 34.03
 DC0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0790
 DC0790  HISTORY     - Date     Condition        Report By
 DC0790  HISTORY     - UNK      MONUMENTED       DOD
 DC0790  HISTORY     - 1955     GOOD             CGS
 DC0790  HISTORY     - 1962     GOOD             DOD
 DC0790
 DC0790                          STATION DESCRIPTION
 DC0790
 DC0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0790'AT SAN DIEGO NAVAL AIR STATION.
 DC0790'AT SAN DIEGO NAVAL AIR STATION, AT THE T JUNCTION OF QUENTIN
 DC0790'ROOSEVELT BOULEVARD AND A ROAD, IN THE TOP OF THE NORTHWEST
 DC0790'CONCRETE CURB OF THE BOULEVARD, IN LINE WITH THE CENTER LINE
 DC0790'OF THE ROAD, 12.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 DC0790'BOULEVARD, 3.9 FEET SOUTHEAST OF A 2-INCH IRON PIPE SUPPORTING
 DC0790'SIGN CORONADO, 0.3 FOOT NORTHEAST OF A COPPER PLATE STAMPED
 DC0790'B.M. NO 3 EL 34.03, AND SET IN A LEADFILLED HOLE.
 DC0790
 DC0790                          STATION RECOVERY (1962)
 DC0790
 DC0790'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0266 ***********************************************************************
 HT0266  DESIGNATION -  30+15 USE
 HT0266  PID         -  HT0266
 HT0266  STATE/COUNTY-  CA/ALAMEDA
 HT0266  USGS QUAD   -  SAN LEANDRO (1993)
 HT0266
 HT0266                         *CURRENT SURVEY CONTROL
 HT0266  ___________________________________________________________________
 HT0266* NAD 83(1986)-  37 43 45.     (N)    122 12 32.     (W)     SCALED    
 HT0266* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 HT0266  ___________________________________________________________________
 HT0266  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0266  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0266
 HT0266.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0266
 HT0266.The horizontal coordinates were scaled from a topographic map and have
 HT0266.an estimated accuracy of +/- 6 seconds.
 HT0266.
 HT0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0266
 HT0266.The vertical order pertains to the NGVD 29 superseded value.
 HT0266
 HT0266.The geoid height was determined by GEOID09.
 HT0266
 HT0266;                    North         East    Units  Estimated Accuracy
 HT0266;SPC CA 3     -   637,790.    1,849,370.      MT  (+/- 180 meters Scaled)
 HT0266
 HT0266                          SUPERSEDED SURVEY CONTROL
 HT0266
 HT0266  NGVD 29 (??/??/92)    0.443  (m)            1.45   (f) ADJ UNCH    1 2
 HT0266
 HT0266.Superseded values are not recommended for survey control.
 HT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0266.See file dsdata.txt to determine how the superseded data were derived.
 HT0266
 HT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG697760(NAD 83)
 HT0266
 HT0266_MARKER: P = PIPE CAP
 HT0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0266
 HT0266  HISTORY     - Date     Condition        Report By
 HT0266  HISTORY     - UNK      MONUMENTED       DOD
 HT0266  HISTORY     - 1956     GOOD             CGS
 HT0266  HISTORY     - 1963     GOOD             CGS
 HT0266
 HT0266                          STATION DESCRIPTION
 HT0266
 HT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0266'AT OAKLAND MUN AIRPORT.
 HT0266'AT OAKLAND MUNICIPAL AIRPORT, ABOUT 0.3 MILE SOUTH OF THE CONTROL
 HT0266'TOWER, 500 FEET NORTHEAST OF THE CENTER LINE OF THE
 HT0266'NORTHWEST-SOUTHEAST RUNWAY, 81.7 FEET EAST OF THE EAST CORNER OF
 HT0266'A 3- BY 3-FOOT CONCRETE DRAIN BOX WHICH IS FLUSH WITH THE
 HT0266'GROUND, 53 FEET SOUTHWEST OF THE CENTER LINE OF A
 HT0266'NORTHWEST-SOUTHEAST TAXIWAY, ABOUT 1 1/2 FEET LOWER THAN THE
 HT0266'TAXIWAY, AND ENCASED IN CONCRETE PROJECTING 0.3 FOOT ABOVE THE
 HT0266'GROUND.
 HT0266
 HT0266                          STATION RECOVERY (1963)
 HT0266
 HT0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0836 ***********************************************************************
 JS0836  DESIGNATION -  31 USE
 JS0836  PID         -  JS0836
 JS0836  STATE/COUNTY-  CA/SACRAMENTO
 JS0836  USGS QUAD   -  CARMICHAEL (1992)
 JS0836
 JS0836                         *CURRENT SURVEY CONTROL
 JS0836  ___________________________________________________________________
 JS0836* NAD 83(1986)-  38 34 44.     (N)    121 19 22.     (W)     SCALED    
 JS0836* NAVD 88     -        21.74   (+/-2cm)      71.3    (feet)  VERTCON   
 JS0836  ___________________________________________________________________
 JS0836  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 JS0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0836
 JS0836.The horizontal coordinates were scaled from a topographic map and have
 JS0836.an estimated accuracy of +/- 6 seconds.
 JS0836.
 JS0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0836
 JS0836.The vertical order pertains to the NGVD 29 superseded value.
 JS0836
 JS0836.The geoid height was determined by GEOID09.
 JS0836
 JS0836;                    North         East    Units  Estimated Accuracy
 JS0836;SPC CA 2     -   601,480.    2,059,010.      MT  (+/- 180 meters Scaled)
 JS0836
 JS0836                          SUPERSEDED SURVEY CONTROL
 JS0836
 JS0836  NGVD 29 (??/??/92)   20.99   (m)           68.9    (f) COMPUTED    2 0
 JS0836
 JS0836.Superseded values are not recommended for survey control.
 JS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0836.See file dsdata.txt to determine how the superseded data were derived.
 JS0836
 JS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH460713(NAD 83)
 JS0836
 JS0836_MARKER: P = PIPE CAP
 JS0836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0836
 JS0836  HISTORY     - Date     Condition        Report By
 JS0836  HISTORY     - UNK      MONUMENTED       DOD
 JS0836  HISTORY     - 1932     GOOD             CGS
 JS0836  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0836
 JS0836                          STATION DESCRIPTION
 JS0836
 JS0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JS0836'4.7 MI NE FROM PERKINS.
 JS0836'4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE HIGHWAY JUNCTION
 JS0836'AT PERKINS, SACRAMENTO COUNTY, 0.8 MILE SOUTHWEST OF THE VILLAGE
 JS0836'OF MILLS, AND THE JUNCTION OF THE ROAD LEADING TO MATHER FIELD,
 JS0836'0.3 MILE SOUTHWEST OF SOUTHERN PACIFIC CO. RAILROAD MILEPOST
 JS0836'101, AT LOMS TAVERN (AN OLD TAVERN FORMERLY KNOWN AS ROUTIERS
 JS0836'BUILDING), 62 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JS0836'CONCRETE PORCH ON THE FRONT OF THE BUILDING, 27.7 FEET NORTHWEST
 JS0836'OF THE CENTERLINE OF THE HIGHWAY, MIDWAY BETWEEN TWO WALNUT TREES,
 JS0836'IN LINE WITH THE SOUTHEAST FACE OF THE ROW OF LARGE WALNUT
 JS0836'TREES, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A CORPS
 JS0836'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 71.9 31 AND RIVETED
 JS0836'ON THE TOP OF AN IRON PIPE SET IN A TILE FILLED WITH CONCRETE
 JS0836'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 JS0836
 JS0836                          STATION RECOVERY (2004)
 JS0836
 JS0836'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0836'RECENT DEVELOPEMENT
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0835 ***********************************************************************
 JS0835  DESIGNATION -  33 USE
 JS0835  PID         -  JS0835
 JS0835  STATE/COUNTY-  CA/SACRAMENTO
 JS0835  USGS QUAD   -  CARMICHAEL (1992)
 JS0835
 JS0835                         *CURRENT SURVEY CONTROL
 JS0835  ___________________________________________________________________
 JS0835* NAD 83(1986)-  38 35 00.     (N)    121 18 49.     (W)     SCALED    
 JS0835* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 JS0835  ___________________________________________________________________
 JS0835  GEOID HEIGHT-         -30.40  (meters)                     GEOID09
 JS0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0835
 JS0835.The horizontal coordinates were scaled from a topographic map and have
 JS0835.an estimated accuracy of +/- 6 seconds.
 JS0835.
 JS0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0835
 JS0835.The vertical order pertains to the NGVD 29 superseded value.
 JS0835
 JS0835.The geoid height was determined by GEOID09.
 JS0835
 JS0835;                    North         East    Units  Estimated Accuracy
 JS0835;SPC CA 2     -   601,980.    2,059,800.      MT  (+/- 180 meters Scaled)
 JS0835
 JS0835                          SUPERSEDED SURVEY CONTROL
 JS0835
 JS0835  NGVD 29 (??/??/92)   22.83   (m)           74.9    (f) COMPUTED    2 0
 JS0835
 JS0835.Superseded values are not recommended for survey control.
 JS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0835.See file dsdata.txt to determine how the superseded data were derived.
 JS0835
 JS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH468718(NAD 83)
 JS0835
 JS0835_MARKER: P = PIPE CAP
 JS0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0835_STAMPING: 33 77.8
 JS0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0835
 JS0835  HISTORY     - Date     Condition        Report By
 JS0835  HISTORY     - UNK      MONUMENTED       DOD
 JS0835  HISTORY     - 1945     GOOD             CGS
 JS0835  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0835
 JS0835                          STATION DESCRIPTION
 JS0835
 JS0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0835'5.2 MI NE FROM PERKINS.
 JS0835'ALONG U.S. HIGHWAY 50, 5.25 MILES NORTHEAST OF THE JUNCTION
 JS0835'OF HIGHWAYS AT PERKINS, 0.25 MILE NORTHEAST OF RAILWAY MILE POST
 JS0835'101, 0.25 MILE SOUTHWEST OF VILLAGE OF MILLS AND JUNCTION OF ROAD
 JS0835'TO MATHER FIELD, 0.15 MILE NORTHEAST OF JUNCTION OF PALM BORDERED
 JS0835'DRIVE LEADING NORTHWEST TO FARM HOME, 37.0 FEET NORTHWEST OF
 JS0835'NORTHWEST RAIL OF RAILWAY, 32.6 FEET SOUTHEAST OF CENTER-LINE
 JS0835'OF HIGHWAY, A CAP SCREWED ON TOP OF IRON PIPE PROJECTING 0.5 FOOT
 JS0835'ABOVE THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 JS0835'STAMPED 33 77.8.
 JS0835
 JS0835                          STATION RECOVERY (2004)
 JS0835
 JS0835'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0059 ***********************************************************************
 DY0059  DESIGNATION -  35 DPW
 DY0059  PID         -  DY0059
 DY0059  STATE/COUNTY-  CA/ORANGE
 DY0059  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0059
 DY0059                         *CURRENT SURVEY CONTROL
 DY0059  ___________________________________________________________________
 DY0059* NAD 83(1986)-  33 47 44.     (N)    118 02 57.     (W)     SCALED    
 DY0059* NAVD 88     -         8.14   (+/-2cm)      26.7    (feet)  VERTCON   
 DY0059  ___________________________________________________________________
 DY0059  GEOID HEIGHT-         -35.60  (meters)                     GEOID09
 DY0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0059
 DY0059.The horizontal coordinates were scaled from a topographic map and have
 DY0059.an estimated accuracy of +/- 6 seconds.
 DY0059.
 DY0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0059
 DY0059.The vertical order pertains to the NGVD 29 superseded value.
 DY0059
 DY0059.The geoid height was determined by GEOID09.
 DY0059
 DY0059;                    North         East    Units  Estimated Accuracy
 DY0059;SPC CA 6     -   682,090.    1,833,400.      MT  (+/- 180 meters Scaled)
 DY0059
 DY0059                          SUPERSEDED SURVEY CONTROL
 DY0059
 DY0059  NGVD 29 (??/??/92)    7.428  (m)           24.37   (f) ADJ UNCH    1 2
 DY0059
 DY0059.Superseded values are not recommended for survey control.
 DY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0059.See file dsdata.txt to determine how the superseded data were derived.
 DY0059
 DY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT028399(NAD 83)
 DY0059
 DY0059_MARKER: N = NAIL
 DY0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0059_SP_SET: CURB
 DY0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0059
 DY0059  HISTORY     - Date     Condition        Report By
 DY0059  HISTORY     - UNK      MONUMENTED       CA1980
 DY0059  HISTORY     - 1945     GOOD             CGS
 DY0059  HISTORY     - 1958     GOOD             CGS
 DY0059
 DY0059                          STATION DESCRIPTION
 DY0059
 DY0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0059'AT LOS ALAMITOS NAS.
 DY0059'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE NORTH
 DY0059'CURB AT THE EAST END OF SARATOGA AVENUE, 80.5 FEET SOUTHEAST
 DY0059'OF THE SOUTHEAST CORNER OF BUILDING NO. 56, 22 FEET NORTH OF
 DY0059'A IRON LIGHT POLE, 0.5 FOOT WEST OF THE EAST END OF CURB.  IRON
 DY0059'NAIL IN LEADED HOLE.
 DY0059
 DY0059                          STATION RECOVERY (1958)
 DY0059
 DY0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0843 ***********************************************************************
 JT0843  DESIGNATION -  35 M
 JT0843  PID         -  JT0843
 JT0843  STATE/COUNTY-  CA/SONOMA
 JT0843  USGS QUAD   -  SANTA ROSA (1994)
 JT0843
 JT0843                         *CURRENT SURVEY CONTROL
 JT0843  ___________________________________________________________________
 JT0843* NAD 83(1986)-  38 25 37.     (N)    122 44 27.     (W)     SCALED    
 JT0843* NAVD 88     -        38.48   (+/-2cm)     126.2    (feet)  VERTCON   
 JT0843  ___________________________________________________________________
 JT0843  GEOID HEIGHT-         -31.50  (meters)                     GEOID09
 JT0843  VERT ORDER  -  THIRD (See Below)
 JT0843
 JT0843.The horizontal coordinates were scaled from a topographic map and have
 JT0843.an estimated accuracy of +/- 6 seconds.
 JT0843.
 JT0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0843
 JT0843.The vertical order pertains to the NGVD 29 superseded value.
 JT0843
 JT0843.The geoid height was determined by GEOID09.
 JT0843
 JT0843;                    North         East    Units  Estimated Accuracy
 JT0843;SPC CA 2     -   584,660.    1,935,310.      MT  (+/- 180 meters Scaled)
 JT0843
 JT0843                          SUPERSEDED SURVEY CONTROL
 JT0843
 JT0843  NGVD 29 (??/??/??)   37.63   (m)          123.5    (f) RESET       3  
 JT0843
 JT0843.Superseded values are not recommended for survey control.
 JT0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0843.See file dsdata.txt to determine how the superseded data were derived.
 JT0843
 JT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH226532(NAD 83)
 JT0843
 JT0843_MARKER: DB = BENCH MARK DISK
 JT0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0843_SP_SET: CURB
 JT0843_STAMPING: 122 35 M 1933
 JT0843_MARK LOGO: USGS  
 JT0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0843
 JT0843  HISTORY     - Date     Condition        Report By
 JT0843  HISTORY     - 1933     MONUMENTED       USGS
 JT0843  HISTORY     - 1960     GOOD             CGS
 JT0843
 JT0843                          STATION DESCRIPTION
 JT0843
 JT0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0843'2.2 MI SW FROM SANTA ROSA.
 JT0843'0.4 MILE SOUTH ALONG SANTA ROSA AVENUE FROM THE SONOMA COUNTY
 JT0843'COURTHOUSE IN SANTA ROSA, THENCE 1.8 MILES WEST ALONG SEBASTOPOL
 JT0843'ROAD (STATE HIGHWAY 12), AT THE STONY POINT ROAD INTERSECTION,
 JT0843'85 FEET EAST OF THE CENTERLINE OF STONY POINT ROAD, 21 FEET SOUTH
 JT0843'OF THE CENTERLINE OF SEBASTOPOL ROAD, 5.5 FEET WEST OF A POWERLINE
 JT0843'POLE, 1.3 FEET SOUTH OF A CONCRETE CURBING, AT THE NORTH EDGE OF A
 JT0843'PAVED AREA OCCUPIED BY A SERVICE STATION, A U.S. GEOLOGICAL
 JT0843'SURVEY DISK 0.8 FOOT BELOW THE PAVED SURFACE AND PROTECTED BY AN
 JT0843'8-INCH IRON CYLINDER WITH A COVER THAT IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0824 ***********************************************************************
 JS0824  DESIGNATION -  35 USE
 JS0824  PID         -  JS0824
 JS0824  STATE/COUNTY-  CA/SACRAMENTO
 JS0824  USGS QUAD   -  CARMICHAEL (1992)
 JS0824
 JS0824                         *CURRENT SURVEY CONTROL
 JS0824  ___________________________________________________________________
 JS0824* NAD 83(1986)-  38 35 32.     (N)    121 17 45.     (W)     SCALED    
 JS0824* NAVD 88     -        29.20   (+/-2cm)      95.8    (feet)  VERTCON   
 JS0824  ___________________________________________________________________
 JS0824  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 JS0824  VERT ORDER  -  THIRD (See Below)
 JS0824
 JS0824.The horizontal coordinates were scaled from a topographic map and have
 JS0824.an estimated accuracy of +/- 6 seconds.
 JS0824.
 JS0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0824
 JS0824.The vertical order pertains to the NGVD 29 superseded value.
 JS0824
 JS0824.The geoid height was determined by GEOID09.
 JS0824
 JS0824;                    North         East    Units  Estimated Accuracy
 JS0824;SPC CA 2     -   602,980.    2,061,340.      MT  (+/- 180 meters Scaled)
 JS0824
 JS0824                          SUPERSEDED SURVEY CONTROL
 JS0824
 JS0824  NGVD 29 (??/??/??)   28.45   (m)           93.3    (f) RESET       3  
 JS0824
 JS0824.Superseded values are not recommended for survey control.
 JS0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0824.See file dsdata.txt to determine how the superseded data were derived.
 JS0824
 JS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH484729(NAD 83)
 JS0824
 JS0824_MARKER: P = PIPE CAP
 JS0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0824_STAMPING: 96.2 35
 JS0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0824
 JS0824  HISTORY     - Date     Condition        Report By
 JS0824  HISTORY     - UNK      MONUMENTED       DOD
 JS0824  HISTORY     - 1967     GOOD             CGS
 JS0824  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0824
 JS0824                          STATION DESCRIPTION
 JS0824
 JS0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JS0824'7.7 MI SW FROM NATOMA.
 JS0824'7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0824'COUNTY, 6.4 MILES NORTHEAST OF THE HIGHWAY JUNCTION AT PERKINS, 0.9
 JS0824'MILE NORTHEAST OF THE VILLAGE OF MILLS AND THE JUNCTION OF THE
 JS0824'ROAD LEADING TO MATHER FIELD, 0.4 MILE NORTHEAST OF SOUTHERN
 JS0824'PACIFIC CO. RAILROAD MILEPOST 102, 135 FEET NORTHEAST OF THE
 JS0824'JUNCTION OF A DRIVE LEADING NORTHWEST TO A FARM HOME (FORMERLY
 JS0824'THE PROPERTY OF ANTONIO FRANCIS), 32 FEET SOUTHEAST OF THE CENTERLINE
 JS0824'OF THE HIGHWAY, AND 37.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 JS0824'THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 JS0824'96.2 35 AND RIVETED ON THE TOP OF AN IRON PIPE SET IN A TILE FILLED
 JS0824'WITH CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 JS0824
 JS0824                          STATION RECOVERY (2004)
 JS0824
 JS0824'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0824'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0267 ***********************************************************************
 HT0267  DESIGNATION -  35+40 USE
 HT0267  PID         -  HT0267
 HT0267  STATE/COUNTY-  CA/ALAMEDA
 HT0267  USGS QUAD   -  SAN LEANDRO (1993)
 HT0267
 HT0267                         *CURRENT SURVEY CONTROL
 HT0267  ___________________________________________________________________
 HT0267* NAD 83(1986)-  37 43 50.     (N)    122 12 37.     (W)     SCALED    
 HT0267* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 HT0267  ___________________________________________________________________
 HT0267  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0267  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0267
 HT0267.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0267
 HT0267.The horizontal coordinates were scaled from a topographic map and have
 HT0267.an estimated accuracy of +/- 6 seconds.
 HT0267.
 HT0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0267
 HT0267.The vertical order pertains to the NGVD 29 superseded value.
 HT0267
 HT0267.The geoid height was determined by GEOID09.
 HT0267
 HT0267;                    North         East    Units  Estimated Accuracy
 HT0267;SPC CA 3     -   637,950.    1,849,250.      MT  (+/- 180 meters Scaled)
 HT0267
 HT0267                          SUPERSEDED SURVEY CONTROL
 HT0267
 HT0267  NGVD 29 (??/??/92)    0.09   (m)            0.3    (f) COMPUTED    1 2
 HT0267
 HT0267.Superseded values are not recommended for survey control.
 HT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0267.See file dsdata.txt to determine how the superseded data were derived.
 HT0267
 HT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG695762(NAD 83)
 HT0267
 HT0267_MARKER: P = PIPE CAP
 HT0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0267
 HT0267  HISTORY     - Date     Condition        Report By
 HT0267  HISTORY     - UNK      MONUMENTED       DOD
 HT0267  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0267  HISTORY     - 1963     GOOD             CGS
 HT0267
 HT0267                          STATION DESCRIPTION
 HT0267
 HT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0267'AT OAKLAND MUN AIRPORT.
 HT0267'AT OAKLAND MUNICIPAL AIRPORT, 455 FEET NORTHEAST OF THE CENTER
 HT0267'OF THE NEW AND NORTHWEST-AND-SOUTHEAST RUNWAY, 53 FEET
 HT0267'SOUTHWEST OF THE CENTER OF A NORTHWEST-AND-SOUTHEAST TAXIWAY,
 HT0267'33 FEET EAST OF THE CORNER OF A CONCRETE GRILL OVER A DRAIN,
 HT0267'AND 1.5 FEET SOUTH OF A RED AND WHITE WITNESS POST.  A 1-3/4-INCH
 HT0267'IRON PIPE SET IN CONCRETE (NO CAP.)
 HT0267
 HT0267                          STATION RECOVERY (1963)
 HT0267
 HT0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0058 ***********************************************************************
 DY0058  DESIGNATION -  39 DPW
 DY0058  PID         -  DY0058
 DY0058  STATE/COUNTY-  CA/ORANGE
 DY0058  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0058
 DY0058                         *CURRENT SURVEY CONTROL
 DY0058  ___________________________________________________________________
 DY0058* NAD 83(1986)-  33 47 35.     (N)    118 03 17.     (W)     SCALED    
 DY0058* NAVD 88     -         7.81   (+/-2cm)      25.6    (feet)  VERTCON   
 DY0058  ___________________________________________________________________
 DY0058  GEOID HEIGHT-         -35.61  (meters)                     GEOID09
 DY0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0058
 DY0058.The horizontal coordinates were scaled from a topographic map and have
 DY0058.an estimated accuracy of +/- 6 seconds.
 DY0058.
 DY0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0058
 DY0058.The vertical order pertains to the NGVD 29 superseded value.
 DY0058
 DY0058.The geoid height was determined by GEOID09.
 DY0058
 DY0058;                    North         East    Units  Estimated Accuracy
 DY0058;SPC CA 6     -   681,820.    1,832,880.      MT  (+/- 180 meters Scaled)
 DY0058
 DY0058                          SUPERSEDED SURVEY CONTROL
 DY0058
 DY0058  NGVD 29 (??/??/92)    7.094  (m)           23.27   (f) ADJ UNCH    1 2
 DY0058
 DY0058.Superseded values are not recommended for survey control.
 DY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0058.See file dsdata.txt to determine how the superseded data were derived.
 DY0058
 DY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023397(NAD 83)
 DY0058
 DY0058_MARKER: DD = SURVEY DISK
 DY0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0058_SP_SET: CONCRETE APRON
 DY0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0058
 DY0058  HISTORY     - Date     Condition        Report By
 DY0058  HISTORY     - UNK      MONUMENTED       CA1980
 DY0058  HISTORY     - 1945     GOOD             CGS
 DY0058
 DY0058                          STATION DESCRIPTION
 DY0058
 DY0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0058'AT LOS ALAMITO NAS.
 DY0058'4 FEET EAST AND 5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DY0058'HANGAR AND CONTROL-TOWER BUILDING, AND IN THE TOP OF THE CONCRETE
 DY0058'WARM-UP APRON.  A TACK IN A LEAD-FILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT1598 ***********************************************************************
 GT1598  DESIGNATION -  4
 GT1598  PID         -  GT1598
 GT1598  STATE/COUNTY-  CA/FRESNO
 GT1598  USGS QUAD   -  CLOVIS (1981)
 GT1598
 GT1598                         *CURRENT SURVEY CONTROL
 GT1598  ___________________________________________________________________
 GT1598* NAD 83(1986)-  36 45 54.     (N)    119 42 05.     (W)     SCALED    
 GT1598* NAVD 88     -       101.39   (+/-2cm)     332.6    (feet)  VERTCON   
 GT1598  ___________________________________________________________________
 GT1598  GEOID HEIGHT-         -31.73  (meters)                     GEOID09
 GT1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1598
 GT1598.This mark is at Fresno Air Terminal Airport (FAT)
 GT1598
 GT1598.The horizontal coordinates were scaled from a topographic map and have
 GT1598.an estimated accuracy of +/- 6 seconds.
 GT1598.
 GT1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1598
 GT1598.The vertical order pertains to the NGVD 29 superseded value.
 GT1598
 GT1598.The geoid height was determined by GEOID09.
 GT1598
 GT1598;                    North         East    Units  Estimated Accuracy
 GT1598;SPC CA 4     -   659,090.    1,937,380.      MT  (+/- 180 meters Scaled)
 GT1598
 GT1598                          SUPERSEDED SURVEY CONTROL
 GT1598
 GT1598  NGVD 29 (??/??/92)  100.622  (m)          330.12   (f) ADJ UNCH    1 2
 GT1598
 GT1598.Superseded values are not recommended for survey control.
 GT1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1598.See file dsdata.txt to determine how the superseded data were derived.
 GT1598
 GT1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA588722(NAD 83)
 GT1598
 GT1598_MARKER: DD = SURVEY DISK
 GT1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1598_STAMPING: 4
 GT1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1598+STABILITY: SURFACE MOTION
 GT1598
 GT1598  HISTORY     - Date     Condition        Report By
 GT1598  HISTORY     - UNK      MONUMENTED       DOD
 GT1598  HISTORY     - 1959     GOOD             CGS
 GT1598  HISTORY     - 1974     GOOD             NGS
 GT1598
 GT1598                          STATION DESCRIPTION
 GT1598
 GT1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GT1598'4.2 MI S FROM CLOVIS.
 GT1598'4.25 MILES SOUTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC
 GT1598'RAILROAD STATION AT CLOVIS, AT THE T JUNCTION OF AN ASPHALT
 GT1598'ROAD LEADING WEST TO THE CALIFORNIA AIR NATIONAL GUARD
 GT1598'HEADQUARTERS, AT THE SOUTHEAST CORNER OF FRESNO AIR TERMINAL,
 GT1598'IN TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR
 GT1598'A SEWERAGE PUMPING STATION SUPPORTING 3 LARGE MOTORS, 318 FEET
 GT1598'WEST OF THE CENTER LINE OF THE AVENUE, 66 FEET SOUTH OF THE
 GT1598'CENTER LINE OF THE ROAD, 69.8 FEET SOUTHWEST OF THE SOUTHWEST
 GT1598'CORNER OF A SQUARE FENCED ENCLOSURE, 50 1/2 FEET NORTHEAST
 GT1598'OF THE NORTHEAST CORNER OF A WOODEN RAILROAD BRIDGE, 35.7
 GT1598'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK LEADING
 GT1598'TO A WINERY, AND ABOUT LEVEL WITH THE ASPHALT ROAD.
 GT1598
 GT1598                          STATION RECOVERY (1974)
 GT1598
 GT1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GT1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0829 ***********************************************************************
 JS0829  DESIGNATION -  4 87.085
 JS0829  PID         -  JS0829
 JS0829  STATE/COUNTY-  CA/SACRAMENTO
 JS0829  USGS QUAD   -  CARMICHAEL (1992)
 JS0829
 JS0829                         *CURRENT SURVEY CONTROL
 JS0829  ___________________________________________________________________
 JS0829* NAD 83(1986)-  38 33 55.     (N)    121 17 56.     (W)     SCALED    
 JS0829* NAVD 88     -        27.27   (+/-2cm)      89.5    (feet)  VERTCON   
 JS0829  ___________________________________________________________________
 JS0829  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 JS0829  VERT ORDER  -  THIRD (See Below)
 JS0829
 JS0829.The horizontal coordinates were scaled from a topographic map and have
 JS0829.an estimated accuracy of +/- 6 seconds.
 JS0829.
 JS0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0829
 JS0829.The vertical order pertains to the NGVD 29 superseded value.
 JS0829
 JS0829.The geoid height was determined by GEOID09.
 JS0829
 JS0829;                    North         East    Units  Estimated Accuracy
 JS0829;SPC CA 2     -   599,990.    2,061,100.      MT  (+/- 180 meters Scaled)
 JS0829
 JS0829                          SUPERSEDED SURVEY CONTROL
 JS0829
 JS0829  NGVD 29 (??/??/??)   26.53   (m)           87.0    (f) RESET       3  
 JS0829
 JS0829.Superseded values are not recommended for survey control.
 JS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0829.See file dsdata.txt to determine how the superseded data were derived.
 JS0829
 JS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482699(NAD 83)
 JS0829
 JS0829_MARKER: DD = SURVEY DISK
 JS0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0829_STAMPING: 4 87.085
 JS0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0829
 JS0829  HISTORY     - Date     Condition        Report By
 JS0829  HISTORY     - UNK      MONUMENTED       DOD
 JS0829  HISTORY     - 1945     GOOD             CGS
 JS0829  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0829
 JS0829                          STATION DESCRIPTION
 JS0829
 JS0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0829'5.5 MI NE FROM PERKINS.
 JS0829'AT MATHER FIELD, ONE BLOCK NORTH OF NORTHEAST CORNER OF THE
 JS0829'OPERATIONS BUILDING, AT CENTER OF INTERSECTION OF 6TH AND G
 JS0829'STREETS, SET IN THE TOP OF CONCRETE 0.8 FOOT BELOW THE LEVEL
 JS0829'OF ASPHALT STREET PAVING AND IS REACHED THROUGH A 3 1/2 INCH IRON
 JS0829'PIPE COVERED BY A CAP WHICH IS FLUSH WITH THE PAVEMENT.  A CORPS
 JS0829'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 4 87.085.
 JS0829'NOTE-- TO REACH MATHER FIELD FROM THE JUNCTION OF THE HIGHWAYS
 JS0829'AT PERKINS GO NORTHEAST ALONG U.S. HIGHWAY 50 5.5 MILES TO MILLS,
 JS0829'THENCE, TURN SOUTH ALONG PAVED ROAD 1.4 MILES TO THE MAIN GATE
 JS0829'AT THE AIRFIELD.
 JS0829
 JS0829                          STATION RECOVERY (2004)
 JS0829
 JS0829'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0829'PROBABLY WIPED OUT BY RECENT ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0809 ***********************************************************************
 JT0809  DESIGNATION -  4 USE
 JT0809  PID         -  JT0809
 JT0809  STATE/COUNTY-  CA/MARIN
 JT0809  USGS QUAD   -  NOVATO (1980)
 JT0809
 JT0809                         *CURRENT SURVEY CONTROL
 JT0809  ___________________________________________________________________
 JT0809* NAD 83(1986)-  38 03 37.     (N)    122 30 53.     (W)     SCALED    
 JT0809* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 JT0809  ___________________________________________________________________
 JT0809  GEOID HEIGHT-         -32.08  (meters)                     GEOID09
 JT0809  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0809
 JT0809.The horizontal coordinates were scaled from a topographic map and have
 JT0809.an estimated accuracy of +/- 6 seconds.
 JT0809.
 JT0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0809
 JT0809.The vertical order pertains to the NGVD 29 superseded value.
 JT0809
 JT0809.The geoid height was determined by GEOID09.
 JT0809
 JT0809;                    North         East    Units  Estimated Accuracy
 JT0809;SPC CA 3     -   675,070.    1,823,210.      MT  (+/- 180 meters Scaled)
 JT0809
 JT0809                          SUPERSEDED SURVEY CONTROL
 JT0809
 JT0809  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 JT0809
 JT0809.Superseded values are not recommended for survey control.
 JT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0809.See file dsdata.txt to determine how the superseded data were derived.
 JT0809
 JT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH425126(NAD 83)
 JT0809
 JT0809_MARKER: DB = BENCH MARK DISK
 JT0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0809_SP_SET: WINDOW SILL
 JT0809_STAMPING: NO 4
 JT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0809
 JT0809  HISTORY     - Date     Condition        Report By
 JT0809  HISTORY     - UNK      MONUMENTED       DOD
 JT0809  HISTORY     - 1944     GOOD             CGS
 JT0809  HISTORY     - 1964     GOOD             CGS
 JT0809
 JT0809                          STATION DESCRIPTION
 JT0809
 JT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0809'AT HAMILTON FIELD.
 JT0809'AT HAMILTON ARMY AIR FIELD, SET IN THE BASE OF WINDOW SILL IN
 JT0809'THE NORTHEAST FACE AND AT THE EAST CORNER OF HANGAR NO. 7,
 JT0809'7.3 FEET NORTHWEST OF TH EAST CORNER OF HANGAR, 3.2 FEET ABOVE
 JT0809'GROUND LEVEL.  A BRONZE U.S.E.D. DISK.
 JT0809
 JT0809                          STATION RECOVERY (1964)
 JT0809
 JT0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1023 ***********************************************************************
 JS1023  DESIGNATION -  4 USE
 JS1023  PID         -  JS1023
 JS1023  STATE/COUNTY-  CA/SACRAMENTO
 JS1023  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1023
 JS1023                         *CURRENT SURVEY CONTROL
 JS1023  ___________________________________________________________________
 JS1023* NAD 83(1986)-  38 31 09.     (N)    121 29 23.     (W)     SCALED    
 JS1023* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 JS1023  ___________________________________________________________________
 JS1023  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 JS1023  VERT ORDER  -  THIRD (See Below)
 JS1023
 JS1023.This mark is at Sacramento Exec Airport (SAC)
 JS1023
 JS1023.The horizontal coordinates were scaled from a topographic map and have
 JS1023.an estimated accuracy of +/- 6 seconds.
 JS1023.
 JS1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1023
 JS1023.The vertical order pertains to the NGVD 29 superseded value.
 JS1023
 JS1023.The geoid height was determined by GEOID09.
 JS1023
 JS1023;                    North         East    Units  Estimated Accuracy
 JS1023;SPC CA 2     -   594,760.    2,044,500.      MT  (+/- 180 meters Scaled)
 JS1023
 JS1023                          SUPERSEDED SURVEY CONTROL
 JS1023
 JS1023  NGVD 29 (??/??/??)    6.46   (m)           21.2    (f) RESET       3  
 JS1023
 JS1023.Superseded values are not recommended for survey control.
 JS1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1023.See file dsdata.txt to determine how the superseded data were derived.
 JS1023
 JS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH316645(NAD 83)
 JS1023
 JS1023_MARKER: DD = SURVEY DISK
 JS1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1023_SP_SET: ASPHALT PAVING
 JS1023_STAMPING: 4 21.22 4+72 19
 JS1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1023
 JS1023  HISTORY     - Date     Condition        Report By
 JS1023  HISTORY     - UNK      MONUMENTED       DOD
 JS1023  HISTORY     - 1945     GOOD             CGS
 JS1023  HISTORY     - 1969     GOOD             CGS
 JS1023
 JS1023                          STATION DESCRIPTION
 JS1023
 JS1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1023'4.3 MI S FROM SACRAMENTO.
 JS1023'AT SACRAMENTO MUNICIPAL AIRPORT, AT THE NORTHEAST END AND ALONG
 JS1023'THE CENTERLINE OF THE NORTHEAST-SOUTHWEST RUNWAY, SET IN CONCRETE
 JS1023'POURED INTO HOLE CUT IN ASPHALT RUNWAY PAVING, IN LINE WITH THE
 JS1023'EXTENSION TO THE EAST OF AN EAST-WEST TAXIWAY, 25.0 FEET SOUTHWEST
 JS1023'OF NORTHEAST END OF RUNWAY.  NOTE-- THIS MARK IS SET AT THE
 JS1023'HIGHEST POINT OF RUNWAYS IN 1945.  NOTE-- TO REACH SACRAMENTO
 JS1023'MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE AND 21ST
 JS1023'STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET AND
 JS1023'FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF ENGINEERS,
 JS1023'U.S. ARMY, STANDARD DISK, STAMPED 4 21.22 4+72 19.
 JS1023
 JS1023                          STATION RECOVERY (1969)
 JS1023
 JS1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JS1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0809 ***********************************************************************
 JT0809  DESIGNATION -  4 USE
 JT0809  PID         -  JT0809
 JT0809  STATE/COUNTY-  CA/MARIN
 JT0809  USGS QUAD   -  NOVATO (1980)
 JT0809
 JT0809                         *CURRENT SURVEY CONTROL
 JT0809  ___________________________________________________________________
 JT0809* NAD 83(1986)-  38 03 37.     (N)    122 30 53.     (W)     SCALED    
 JT0809* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 JT0809  ___________________________________________________________________
 JT0809  GEOID HEIGHT-         -32.08  (meters)                     GEOID09
 JT0809  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0809
 JT0809.The horizontal coordinates were scaled from a topographic map and have
 JT0809.an estimated accuracy of +/- 6 seconds.
 JT0809.
 JT0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0809
 JT0809.The vertical order pertains to the NGVD 29 superseded value.
 JT0809
 JT0809.The geoid height was determined by GEOID09.
 JT0809
 JT0809;                    North         East    Units  Estimated Accuracy
 JT0809;SPC CA 3     -   675,070.    1,823,210.      MT  (+/- 180 meters Scaled)
 JT0809
 JT0809                          SUPERSEDED SURVEY CONTROL
 JT0809
 JT0809  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 JT0809
 JT0809.Superseded values are not recommended for survey control.
 JT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0809.See file dsdata.txt to determine how the superseded data were derived.
 JT0809
 JT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH425126(NAD 83)
 JT0809
 JT0809_MARKER: DB = BENCH MARK DISK
 JT0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0809_SP_SET: WINDOW SILL
 JT0809_STAMPING: NO 4
 JT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0809
 JT0809  HISTORY     - Date     Condition        Report By
 JT0809  HISTORY     - UNK      MONUMENTED       DOD
 JT0809  HISTORY     - 1944     GOOD             CGS
 JT0809  HISTORY     - 1964     GOOD             CGS
 JT0809
 JT0809                          STATION DESCRIPTION
 JT0809
 JT0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0809'AT HAMILTON FIELD.
 JT0809'AT HAMILTON ARMY AIR FIELD, SET IN THE BASE OF WINDOW SILL IN
 JT0809'THE NORTHEAST FACE AND AT THE EAST CORNER OF HANGAR NO. 7,
 JT0809'7.3 FEET NORTHWEST OF TH EAST CORNER OF HANGAR, 3.2 FEET ABOVE
 JT0809'GROUND LEVEL.  A BRONZE U.S.E.D. DISK.
 JT0809
 JT0809                          STATION RECOVERY (1964)
 JT0809
 JT0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1023 ***********************************************************************
 JS1023  DESIGNATION -  4 USE
 JS1023  PID         -  JS1023
 JS1023  STATE/COUNTY-  CA/SACRAMENTO
 JS1023  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1023
 JS1023                         *CURRENT SURVEY CONTROL
 JS1023  ___________________________________________________________________
 JS1023* NAD 83(1986)-  38 31 09.     (N)    121 29 23.     (W)     SCALED    
 JS1023* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 JS1023  ___________________________________________________________________
 JS1023  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 JS1023  VERT ORDER  -  THIRD (See Below)
 JS1023
 JS1023.This mark is at Sacramento Exec Airport (SAC)
 JS1023
 JS1023.The horizontal coordinates were scaled from a topographic map and have
 JS1023.an estimated accuracy of +/- 6 seconds.
 JS1023.
 JS1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1023
 JS1023.The vertical order pertains to the NGVD 29 superseded value.
 JS1023
 JS1023.The geoid height was determined by GEOID09.
 JS1023
 JS1023;                    North         East    Units  Estimated Accuracy
 JS1023;SPC CA 2     -   594,760.    2,044,500.      MT  (+/- 180 meters Scaled)
 JS1023
 JS1023                          SUPERSEDED SURVEY CONTROL
 JS1023
 JS1023  NGVD 29 (??/??/??)    6.46   (m)           21.2    (f) RESET       3  
 JS1023
 JS1023.Superseded values are not recommended for survey control.
 JS1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1023.See file dsdata.txt to determine how the superseded data were derived.
 JS1023
 JS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH316645(NAD 83)
 JS1023
 JS1023_MARKER: DD = SURVEY DISK
 JS1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1023_SP_SET: ASPHALT PAVING
 JS1023_STAMPING: 4 21.22 4+72 19
 JS1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1023
 JS1023  HISTORY     - Date     Condition        Report By
 JS1023  HISTORY     - UNK      MONUMENTED       DOD
 JS1023  HISTORY     - 1945     GOOD             CGS
 JS1023  HISTORY     - 1969     GOOD             CGS
 JS1023
 JS1023                          STATION DESCRIPTION
 JS1023
 JS1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1023'4.3 MI S FROM SACRAMENTO.
 JS1023'AT SACRAMENTO MUNICIPAL AIRPORT, AT THE NORTHEAST END AND ALONG
 JS1023'THE CENTERLINE OF THE NORTHEAST-SOUTHWEST RUNWAY, SET IN CONCRETE
 JS1023'POURED INTO HOLE CUT IN ASPHALT RUNWAY PAVING, IN LINE WITH THE
 JS1023'EXTENSION TO THE EAST OF AN EAST-WEST TAXIWAY, 25.0 FEET SOUTHWEST
 JS1023'OF NORTHEAST END OF RUNWAY.  NOTE-- THIS MARK IS SET AT THE
 JS1023'HIGHEST POINT OF RUNWAYS IN 1945.  NOTE-- TO REACH SACRAMENTO
 JS1023'MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE AND 21ST
 JS1023'STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET AND
 JS1023'FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF ENGINEERS,
 JS1023'U.S. ARMY, STANDARD DISK, STAMPED 4 21.22 4+72 19.
 JS1023
 JS1023                          STATION RECOVERY (1969)
 JS1023
 JS1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JS1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0196 ***********************************************************************
 LU0196  DESIGNATION -  414.7
 LU0196  PID         -  LU0196
 LU0196  STATE/COUNTY-  CA/SHASTA
 LU0196  USGS QUAD   -  COTTONWOOD (1965)
 LU0196
 LU0196                         *CURRENT SURVEY CONTROL
 LU0196  ___________________________________________________________________
 LU0196* NAD 83(1986)-  40 27 40.     (N)    122 17 43.     (W)     SCALED    
 LU0196* NAVD 88     -       127.218  (meters)     417.38   (feet)  ADJUSTED  
 LU0196  ___________________________________________________________________
 LU0196  GEOID HEIGHT-         -27.95  (meters)                     GEOID09
 LU0196  DYNAMIC HT  -         127.153 (meters)     417.17  (feet)  COMP
 LU0196  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU0196
 LU0196  VERT ORDER  -  FIRST     CLASS II
 LU0196
 LU0196.The horizontal coordinates were scaled from a topographic map and have
 LU0196.an estimated accuracy of +/- 6 seconds.
 LU0196.
 LU0196.The orthometric height was determined by differential leveling and
 LU0196.adjusted in June 1991.
 LU0196
 LU0196.The geoid height was determined by GEOID09.
 LU0196
 LU0196.The dynamic height is computed by dividing the NAVD 88
 LU0196.geopotential number by the normal gravity value computed on the
 LU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0196.degrees latitude (g = 980.6199 gals.).
 LU0196
 LU0196.The modeled gravity was interpolated from observed gravity values.
 LU0196
 LU0196;                    North         East    Units  Estimated Accuracy
 LU0196;SPC CA 1     -   625,270.    1,974,960.      MT  (+/- 180 meters Scaled)
 LU0196
 LU0196                          SUPERSEDED SURVEY CONTROL
 LU0196
 LU0196  NGVD 29 (??/??/92)  126.434  (m)          414.81   (f) ADJ UNCH    1 2
 LU0196
 LU0196.Superseded values are not recommended for survey control.
 LU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0196.See file dsdata.txt to determine how the superseded data were derived.
 LU0196
 LU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597791(NAD 83)
 LU0196
 LU0196_MARKER: Q = CHISELED SQUARE
 LU0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0196_SP_SET: WELL BOX
 LU0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0196
 LU0196  HISTORY     - Date     Condition        Report By
 LU0196  HISTORY     - UNK      MONUMENTED       USGS
 LU0196  HISTORY     - 1949     GOOD             CGS
 LU0196  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0196
 LU0196                          STATION DESCRIPTION
 LU0196
 LU0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0196'1 MI N FROM ANDERSON.
 LU0196'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 LU0196'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 0.9 MILE
 LU0196'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD LEADING TO REDDING
 LU0196'MUNICIPAL AIRPORT), 430 FEET NORTH OF A BRIDGE OVER AN IRRIGATION
 LU0196'CANAL, 169 FEET NORTH-NORTHWEST ACROSS THE ROAD FROM BENCH
 LU0196'MARK D 742 DESCRIBED ABOVE, 16 FEET WEST OF THE CENTERLINE OF
 LU0196'THE ROAD, ON THE CENTER OF THE TOP OF THE NORTH END OF A CONCRETE
 LU0196'WELL BOX FOR AN IRRIGATION PUMP, ABOVE THE INSCRIPTION USBM 414.7
 LU0196'PAINTED ON THE NORTH FACE OF THE WELL BOX, AND ABOUT 1-1/2 FEET
 LU0196'ABOVE THE GROUND.  A CHISELED SQUARE.
 LU0196
 LU0196                          STATION RECOVERY (1988)
 LU0196
 LU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0059 ***********************************************************************
 HR0059  DESIGNATION -  4148 RESET
 HR0059  PID         -  HR0059
 HR0059  STATE/COUNTY-  CA/INYO
 HR0059  USGS QUAD   -  BISHOP (1994)
 HR0059
 HR0059                         *CURRENT SURVEY CONTROL
 HR0059  ___________________________________________________________________
 HR0059* NAD 83(1986)-  37 21 44.2    (N)    118 23 43.6    (W)     HD_HELD2  
 HR0059* NAVD 88     -      1265.293  (meters)    4151.22   (feet)  ADJUSTED  
 HR0059  ___________________________________________________________________
 HR0059  GEOID HEIGHT-         -26.21  (meters)                     GEOID09
 HR0059  DYNAMIC HT  -        1263.855 (meters)    4146.50  (feet)  COMP
 HR0059  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 HR0059
 HR0059  VERT ORDER  -  FIRST     CLASS II
 HR0059
 HR0059.The horizontal coordinates were established by autonomous hand held GPS
 HR0059.observations and have an estimated accuracy of +/- 10 meters.
 HR0059.
 HR0059.The orthometric height was determined by differential leveling and
 HR0059.adjusted in June 1991.
 HR0059
 HR0059.The geoid height was determined by GEOID09.
 HR0059
 HR0059.The dynamic height is computed by dividing the NAVD 88
 HR0059.geopotential number by the normal gravity value computed on the
 HR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0059.degrees latitude (g = 980.6199 gals.).
 HR0059
 HR0059.The modeled gravity was interpolated from observed gravity values.
 HR0059
 HR0059;                    North         East    Units  Estimated Accuracy
 HR0059;SPC CA 4     -   725,312.    2,053,557.      MT  (+/- 10 meters HH2 GPS)
 HR0059
 HR0059                          SUPERSEDED SURVEY CONTROL
 HR0059
 HR0059  NGVD 29 (??/??/92) 1264.14   (m)         4147.4    (f) COMPUTED    1 2
 HR0059
 HR0059.Superseded values are not recommended for survey control.
 HR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0059.See file dsdata.txt to determine how the superseded data were derived.
 HR0059
 HR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB7642735975(NAD 83)
 HR0059
 HR0059_MARKER: DD = SURVEY DISK
 HR0059_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HR0059_SP_SET: BUILDING COLUMN
 HR0059_STAMPING: RESET 1940
 HR0059_MARK LOGO: USGS  
 HR0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0059+STABILITY: POSITION/ELEVATION WELL
 HR0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0059+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 HR0059
 HR0059  HISTORY     - Date     Condition        Report By
 HR0059  HISTORY     - 1940     MONUMENTED       USGS
 HR0059  HISTORY     - 1957     GOOD             CGS
 HR0059  HISTORY     - 1986     GOOD             NGS
 HR0059  HISTORY     - 1987     GOOD             NGS
 HR0059  HISTORY     - 19960926 GOOD             NGS
 HR0059  HISTORY     - 20030608 GOOD             USPSQD
 HR0059
 HR0059                          STATION DESCRIPTION
 HR0059
 HR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0059'AT BISHOP.
 HR0059'AT BISHOP, ON NORTH MAIN STREET, BETWEEN CHURCH STREET AND
 HR0059'ACADEMY AVENUE, AT THE BISHOP THEATER BUILDING, SET VERTICALLY
 HR0059'IN THE EAST FACE OF THE SOUTH CONCRETE DOOR COLUMN, 1.2 FEET
 HR0059'NORTH OF THE NORTH EDGE OF THE DISPLAY WINDOW OF JOSEPHS MARKET,
 HR0059'1.1 FEET SOUTH OF THE NORTH EDGE OF THE COLUMN, AND 4.5 FEET
 HR0059'ABOVE THE CONCRETE SIDEWALK.
 HR0059
 HR0059                          STATION RECOVERY (1986)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 HR0059'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US
 HR0059'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE EAST FACE OF THE BISHOP
 HR0059'TWIN THEATRE BUILDING, 3.4 METERS (11.0 FT) WEST OF THE WEST CURB OF
 HR0059'MAIN STREET, 26.2 METERS (86.0 FT) NORTH OF THE NORTH CURB OF CHURCH
 HR0059'STREET, 0.3 METER (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 HR0059'BUILDING.
 HR0059'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 HR0059
 HR0059                          STATION RECOVERY (1987)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0059'RECOVERED IN GOOD CONDITION.
 HR0059
 HR0059                          STATION RECOVERY (1996)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 HR0059'GRAVITY BASE STATION 'BISHOP', DOD 2330-2, IGB 12078 , NHO 32.41, IS
 HR0059'ON SIDEWALK BELOW MARK.
 HR0059
 HR0059                          STATION RECOVERY (2003)
 HR0059
 HR0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 HR0059'STAMPING ON MARK IS - RESET 1940 -
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2141 ***********************************************************************
 FU2141  DESIGNATION -  415 B USGS
 FU2141  PID         -  FU2141
 FU2141  STATE/COUNTY-  CA/KERN
 FU2141  USGS QUAD   -  ROSEDALE (1973)
 FU2141
 FU2141                         *CURRENT SURVEY CONTROL
 FU2141  ___________________________________________________________________
 FU2141* NAD 83(1986)-  35 29 30.     (N)    119 09 13.     (W)     SCALED    
 FU2141* NAVD 88     -       127.31   (+/-2cm)     417.7    (feet)  VERTCON   
 FU2141  ___________________________________________________________________
 FU2141  GEOID HEIGHT-         -33.40  (meters)                     GEOID09
 FU2141  VERT ORDER  -  THIRD (See Below)
 FU2141
 FU2141.The horizontal coordinates were scaled from a topographic map and have
 FU2141.an estimated accuracy of +/- 6 seconds.
 FU2141.
 FU2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2141
 FU2141.The vertical order pertains to the NGVD 29 superseded value.
 FU2141
 FU2141.The geoid height was determined by GEOID09.
 FU2141
 FU2141;                    North         East    Units  Estimated Accuracy
 FU2141;SPC CA 5     -   721,540.    1,895,320.      MT  (+/- 180 meters Scaled)
 FU2141
 FU2141                          SUPERSEDED SURVEY CONTROL
 FU2141
 FU2141  NGVD 29 (??/??/??)  126.48   (m)          415.0    (f) RESET       3  
 FU2141
 FU2141.Superseded values are not recommended for survey control.
 FU2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2141.See file dsdata.txt to determine how the superseded data were derived.
 FU2141
 FU2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV046297(NAD 83)
 FU2141
 FU2141_MARKER: P = PIPE CAP
 FU2141_SETTING: 0 = UNSPECIFIED SETTING
 FU2141_STAMPING: 415 B 1902
 FU2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2141
 FU2141  HISTORY     - Date     Condition        Report By
 FU2141  HISTORY     - 1902     MONUMENTED       USGS
 FU2141
 FU2141                          STATION DESCRIPTION
 FU2141
 FU2141'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FU2141'8.2 MI S FROM FAMOSO.
 FU2141'8.2 MILES SOUTH OF FAMOSA, AT LERDO SIDING.  130 FEET SOUTH OF A
 FU2141'CROSS ROAD, 31 FEET EAST OF TRACK, 27 FEET WEST OF HIGHWAY NO.
 FU2141'99.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0060 ***********************************************************************
 HR0060  DESIGNATION -  4151
 HR0060  PID         -  HR0060
 HR0060  STATE/COUNTY-  CA/INYO
 HR0060  USGS QUAD   -  BISHOP (1994)
 HR0060
 HR0060                         *CURRENT SURVEY CONTROL
 HR0060  ___________________________________________________________________
 HR0060* NAD 83(1986)-  37 21 49.     (N)    118 23 41.     (W)     SCALED    
 HR0060* NAVD 88     -      1265.385  (meters)    4151.52   (feet)  ADJUSTED  
 HR0060  ___________________________________________________________________
 HR0060  GEOID HEIGHT-         -26.21  (meters)                     GEOID09
 HR0060  DYNAMIC HT  -        1263.947 (meters)    4146.80  (feet)  COMP
 HR0060  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 HR0060
 HR0060  VERT ORDER  -  FIRST     CLASS II
 HR0060
 HR0060.The horizontal coordinates were scaled from a topographic map and have
 HR0060.an estimated accuracy of +/- 6 seconds.
 HR0060.
 HR0060.The orthometric height was determined by differential leveling and
 HR0060.adjusted in June 1991.
 HR0060
 HR0060.The geoid height was determined by GEOID09.
 HR0060
 HR0060.The dynamic height is computed by dividing the NAVD 88
 HR0060.geopotential number by the normal gravity value computed on the
 HR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0060.degrees latitude (g = 980.6199 gals.).
 HR0060
 HR0060.The modeled gravity was interpolated from observed gravity values.
 HR0060
 HR0060;                    North         East    Units  Estimated Accuracy
 HR0060;SPC CA 4     -   725,460.    2,053,620.      MT  (+/- 180 meters Scaled)
 HR0060
 HR0060                          SUPERSEDED SURVEY CONTROL
 HR0060
 HR0060  NGVD 29 (??/??/92) 1264.236  (m)         4147.75   (f) ADJ UNCH    1 2
 HR0060
 HR0060.Superseded values are not recommended for survey control.
 HR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0060.See file dsdata.txt to determine how the superseded data were derived.
 HR0060
 HR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764361(NAD 83)
 HR0060
 HR0060_MARKER: DD = SURVEY DISK
 HR0060_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HR0060_SP_SET: BUILDING WALL
 HR0060_STAMPING: 4151 1911
 HR0060_MARK LOGO: USGS  
 HR0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0060+STABILITY: POSITION/ELEVATION WELL
 HR0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0060+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 HR0060
 HR0060  HISTORY     - Date     Condition        Report By
 HR0060  HISTORY     - 1911     MONUMENTED       USGS
 HR0060  HISTORY     - 1957     GOOD             CGS
 HR0060  HISTORY     - 1986     GOOD             NGS
 HR0060  HISTORY     - 1987     GOOD             NGS
 HR0060  HISTORY     - 20030608 GOOD             USPSQD
 HR0060
 HR0060                          STATION DESCRIPTION
 HR0060
 HR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0060'AT BISHOP.
 HR0060'AT BISHOP, ALONG NORTH MAIN STREET, AT THE INTERSECTION OF CHURCH
 HR0060'STREET, AT THE G AND E 5-10-25 CENT STORE, SET VERTICALLY IN
 HR0060'THE WEST FACE OF THE NORTH CONCRETE DOOR COLUMN, AND ABOUT
 HR0060'5 FEET ABOVE THE GROUND.  NOTE-- THE FACE OF THE STORE BUILDING
 HR0060'HAS BEEN TILED AND A CIRCULAR INDENTATION HAS BEEN MADE FOR THE
 HR0060'MARK, LEAVING IT COUNTERSUNK IN THE WALL.
 HR0060
 HR0060                          STATION RECOVERY (1986)
 HR0060
 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0060'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 HR0060'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US
 HR0060'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE WEST FACE OF THE BEN
 HR0060'FRANKLIN HARDWARE STORE, 3.3 METERS (11.0 FT) EAST OF THE EAST CURB
 HR0060'OF MAIN STREET, 14.8 METERS (48.5 FT) SOUTH OF THE EXTENDED
 HR0060'CENTERLINE OF CHURCH STREET, 1.2 METERS (4.0 FT) NORTH OF THE CENTER
 HR0060'OF THE FRONT DOOR OF THE STORE.
 HR0060'THE MARK IS 1.5 M ABOVE THE SIDEWALK.
 HR0060
 HR0060                          STATION RECOVERY (1987)
 HR0060
 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0060'RECOVERED IN GOOD CONDITION.
 HR0060
 HR0060                          STATION RECOVERY (2003)
 HR0060
 HR0060'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 HR0060'STATED COORDINATES IN DATASHEET ARE NOT CORRECT. NEW COORDINATES ARE
 HR0060'LAT N 37D 21M 43.1S, LO W 118D 23M 42.5S. COORDINATES TAKEN WITH GPS,
 HR0060'WAAS CAPABLE, ACCURACY WITHIN 26 FT. BEN FRANKLIN STORE IS NOW A YARN
 HR0060'AND CRAFTS STORE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1929 ***********************************************************************
 DX1929  DESIGNATION -  42
 DX1929  PID         -  DX1929
 DX1929  STATE/COUNTY-  CA/ORANGE
 DX1929  USGS QUAD   -  TUSTIN (1981)
 DX1929
 DX1929                         *CURRENT SURVEY CONTROL
 DX1929  ___________________________________________________________________
 DX1929* NAD 83(1986)-  33 42 32.     (N)    117 52 03.     (W)     SCALED    
 DX1929* NAVD 88     -        13.618  (meters)      44.68   (feet)  READJUSTED
 DX1929  ___________________________________________________________________
 DX1929  GEOID HEIGHT-         -34.99  (meters)                     GEOID09
 DX1929  DYNAMIC HT  -          13.60  (meters)      44.6   (feet)  COMP
 DX1929  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DX1929
 DX1929  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1929
 DX1929.The horizontal coordinates were scaled from a topographic map and have
 DX1929.an estimated accuracy of +/- 6 seconds.
 DX1929.
 DX1929.The orthometric height was determined by differential leveling
 DX1929.and adjusted in February 1993.
 DX1929
 DX1929.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1929.distribution rate of 0.0 thru 1.0 mm/km.
 DX1929
 DX1929.The height was derived from older observations constrained to new
 DX1929.heights in a crustal motion area.  The height is approximate in
 DX1929.relation to other heights in its vicinity.
 DX1929
 DX1929.The geoid height was determined by GEOID09.
 DX1929
 DX1929.The dynamic height is computed by dividing the NAVD 88
 DX1929.geopotential number by the normal gravity value computed on the
 DX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1929.degrees latitude (g = 980.6199 gals.).
 DX1929
 DX1929.The modeled gravity was interpolated from observed gravity values.
 DX1929
 DX1929;                    North         East    Units  Estimated Accuracy
 DX1929;SPC CA 6     -   672,200.    1,850,070.      MT  (+/- 180 meters Scaled)
 DX1929
 DX1929                          SUPERSEDED SURVEY CONTROL
 DX1929
 DX1929  NGVD 29 (??/??/??)   12.991  (m)           42.62   (f) ADJUSTED    1 1
 DX1929
 DX1929.Superseded values are not recommended for survey control.
 DX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1929.See file dsdata.txt to determine how the superseded data were derived.
 DX1929
 DX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196302(NAD 83)
 DX1929
 DX1929_MARKER: DD = SURVEY DISK
 DX1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1929+STABILITY: SURFACE MOTION
 DX1929
 DX1929  HISTORY     - Date     Condition        Report By
 DX1929  HISTORY     - UNK      MONUMENTED       CA3420
 DX1929  HISTORY     - 1955     GOOD             CGS
 DX1929  HISTORY     - 1969     GOOD             CA-059
 DX1929  HISTORY     - 1977     GOOD             NGS
 DX1929
 DX1929                          STATION DESCRIPTION
 DX1929
 DX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1929'AT SANTA ANA.
 DX1929'AT SANTA ANA, ALONG SOUTH MAIN STREET, AT THE SOUTH CITY LIMITS,
 DX1929'1.9 MILES NORTH OF PAULARINO SCHOOL, 0.5 MILE NORTH OF BENCH
 DX1929'MARK H 782, AT THE CENTER OF THE T JUNCTION OF EAST DYER ROAD
 DX1929'LEADING EAST, 52.6 FEET SOUTHWEST OF A 3-INCH IRON STREET SIGNPOST
 DX1929'AND SET IN CONCRETE ABOUT 1 1/2 FEET BELOW THE SURFACE OF THE
 DX1929'PAVEMENT, ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE WITH
 DX1929'AN 8-INCH METAL COVER MARKED MON.
 DX1929
 DX1929                          STATION RECOVERY (1969)
 DX1929
 DX1929'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1929'RECOVERED IN GOOD CONDITION.
 DX1929
 DX1929                          STATION RECOVERY (1977)
 DX1929
 DX1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0268 ***********************************************************************
 HT0268  DESIGNATION -  44+63 USE
 HT0268  PID         -  HT0268
 HT0268  STATE/COUNTY-  CA/ALAMEDA
 HT0268  USGS QUAD   -  SAN LEANDRO (1993)
 HT0268
 HT0268                         *CURRENT SURVEY CONTROL
 HT0268  ___________________________________________________________________
 HT0268* NAD 83(1986)-  37 43 55.     (N)    122 12 48.     (W)     SCALED    
 HT0268* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 HT0268  ___________________________________________________________________
 HT0268  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0268  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0268
 HT0268.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0268
 HT0268.The horizontal coordinates were scaled from a topographic map and have
 HT0268.an estimated accuracy of +/- 6 seconds.
 HT0268.
 HT0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0268
 HT0268.The vertical order pertains to the NGVD 29 superseded value.
 HT0268
 HT0268.The geoid height was determined by GEOID09.
 HT0268
 HT0268;                    North         East    Units  Estimated Accuracy
 HT0268;SPC CA 3     -   638,110.    1,848,990.      MT  (+/- 180 meters Scaled)
 HT0268
 HT0268                          SUPERSEDED SURVEY CONTROL
 HT0268
 HT0268  NGVD 29 (??/??/92)    0.09   (m)            0.3    (f) COMPUTED    1 2
 HT0268
 HT0268.Superseded values are not recommended for survey control.
 HT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0268.See file dsdata.txt to determine how the superseded data were derived.
 HT0268
 HT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG693763(NAD 83)
 HT0268
 HT0268_MARKER: P = PIPE CAP
 HT0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0268
 HT0268  HISTORY     - Date     Condition        Report By
 HT0268  HISTORY     - UNK      MONUMENTED       DOD
 HT0268  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0268  HISTORY     - 1963     GOOD             CGS
 HT0268
 HT0268                          STATION DESCRIPTION
 HT0268
 HT0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0268'AT OAKLAND MUN AIRPORT.
 HT0268'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0268'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0268'RUNWAY, 143 FEET NORTHEAST OF THE CENTER OF THE
 HT0268'NORTHWEST-AND-SOUTHEAST TAXIWAY, AND 1.5 FEET SOUTH OF A RED
 HT0268'AND WHITE WITNESS POST.  A 1-3/4-INCH IRON PIPE SET IN
 HT0268'CONCRETE (NO CAP).
 HT0268
 HT0268                          STATION RECOVERY (1963)
 HT0268
 HT0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0553 ***********************************************************************
 FU0553  DESIGNATION -  441.974 USGS
 FU0553  PID         -  FU0553
 FU0553  STATE/COUNTY-  CA/KERN
 FU0553  USGS QUAD   -  FAMOSO (1968)
 FU0553
 FU0553                         *CURRENT SURVEY CONTROL
 FU0553  ___________________________________________________________________
 FU0553* NAD 83(1986)-  35 31 27.     (N)    119 11 16.     (W)     SCALED    
 FU0553* NAVD 88     -       135.24   (+/-2cm)     443.7    (feet)  VERTCON   
 FU0553  ___________________________________________________________________
 FU0553  GEOID HEIGHT-         -33.45  (meters)                     GEOID09
 FU0553  VERT ORDER  -  THIRD (See Below)
 FU0553
 FU0553.The horizontal coordinates were scaled from a topographic map and have
 FU0553.an estimated accuracy of +/- 6 seconds.
 FU0553.
 FU0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0553
 FU0553.The vertical order pertains to the NGVD 29 superseded value.
 FU0553
 FU0553.The geoid height was determined by GEOID09.
 FU0553
 FU0553;                    North         East    Units  Estimated Accuracy
 FU0553;SPC CA 5     -   725,180.    1,892,270.      MT  (+/- 180 meters Scaled)
 FU0553
 FU0553                          SUPERSEDED SURVEY CONTROL
 FU0553
 FU0553  NGVD 29 (??/??/??)  134.41   (m)          441.0    (f) RESET       3  
 FU0553
 FU0553.Superseded values are not recommended for survey control.
 FU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0553.See file dsdata.txt to determine how the superseded data were derived.
 FU0553
 FU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV016333(NAD 83)
 FU0553
 FU0553_MARKER: P = PIPE CAP
 FU0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0553_STAMPING: 441.974 B 1902
 FU0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0553
 FU0553  HISTORY     - Date     Condition        Report By
 FU0553  HISTORY     - 1902     MONUMENTED       USGS
 FU0553  HISTORY     - 1953     GOOD             CGS
 FU0553  HISTORY     - 1970     GOOD             NGS
 FU0553
 FU0553                          STATION DESCRIPTION
 FU0553
 FU0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FU0553'5.2 MI S FROM FAMOSO.
 FU0553'5.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0553'THE STATION AT FAMOSO, 5 POLES NORTH OF MILEPOLE 298, 59 1/2
 FU0553'FEET SOUTH OF A TELEGRAPH POLE, 46.9 FEET EAST OF THE EAST RAIL,
 FU0553'31.0 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF U.S.
 FU0553'HIGHWAY 99, 1 FOOT WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 FU0553'THAN THE TRACKS, AND WELDED ON THE TOP OF A 3 1/2-INCH PIPE
 FU0553'PROJECTING 0.8 FOOT ABOVE THE GROUND.  SEC 4, T 28 S, R 26 E.
 FU0553
 FU0553                          STATION RECOVERY (1970)
 FU0553
 FU0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1712 ***********************************************************************
 FU1712  DESIGNATION -  448 B USGS
 FU1712  PID         -  FU1712
 FU1712  STATE/COUNTY-  CA/KERN
 FU1712  USGS QUAD   -  OILDALE (1973)
 FU1712
 FU1712                         *CURRENT SURVEY CONTROL
 FU1712  ___________________________________________________________________
 FU1712* NAD 83(1986)-  35 25 54.     (N)    119 04 29.     (W)     SCALED    
 FU1712* NAVD 88     -       137.26   (+/-2cm)     450.3    (feet)  VERTCON   
 FU1712  ___________________________________________________________________
 FU1712  GEOID HEIGHT-         -33.30  (meters)                     GEOID09
 FU1712  VERT ORDER  -  THIRD (See Below)
 FU1712
 FU1712.The horizontal coordinates were scaled from a topographic map and have
 FU1712.an estimated accuracy of +/- 6 seconds.
 FU1712.
 FU1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1712
 FU1712.The vertical order pertains to the NGVD 29 superseded value.
 FU1712
 FU1712.The geoid height was determined by GEOID09.
 FU1712
 FU1712;                    North         East    Units  Estimated Accuracy
 FU1712;SPC CA 5     -   714,800.    1,902,410.      MT  (+/- 180 meters Scaled)
 FU1712
 FU1712                          SUPERSEDED SURVEY CONTROL
 FU1712
 FU1712  NGVD 29 (??/??/??)  136.42   (m)          447.6    (f) RESET       3  
 FU1712
 FU1712.Superseded values are not recommended for survey control.
 FU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1712.See file dsdata.txt to determine how the superseded data were derived.
 FU1712
 FU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV116228(NAD 83)
 FU1712
 FU1712_MARKER: Z = SEE DESCRIPTION
 FU1712_SETTING: 0 = UNSPECIFIED SETTING
 FU1712_STAMPING: 448 B 1902
 FU1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1712
 FU1712  HISTORY     - Date     Condition        Report By
 FU1712  HISTORY     - 1902     MONUMENTED       USGS
 FU1712
 FU1712                          STATION DESCRIPTION
 FU1712
 FU1712'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FU1712'6.1 MI N FROM BAKERSFIELD.
 FU1712'6.1 MILES NORTH OF BAKERSFIELD, 5 POLES SOUTH OF MILE POST NO. 307,
 FU1712'100 FEET NORTH OF RESERVOIR FENCE, 44 FEET EAST OF TRACK, 30 FEET
 FU1712'WEST OF HIGHWAY NO. 99.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0811 ***********************************************************************
 JT0811  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0811  DESIGNATION -  5 USE
 JT0811  PID         -  JT0811
 JT0811  STATE/COUNTY-  CA/MARIN
 JT0811  USGS QUAD   -  NOVATO (1980)
 JT0811
 JT0811                         *CURRENT SURVEY CONTROL
 JT0811  ___________________________________________________________________
 JT0811* NAD 83(1986)-  38 03 23.     (N)    122 30 45.     (W)     SCALED    
 JT0811* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 JT0811  ___________________________________________________________________
 JT0811  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 JT0811  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0811
 JT0811.The horizontal coordinates were scaled from a topographic map and have
 JT0811.an estimated accuracy of +/- 6 seconds.
 JT0811.
 JT0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0811
 JT0811.The vertical order pertains to the NGVD 29 superseded value.
 JT0811
 JT0811.This Tidal Bench Mark is designated as VM 16198
 JT0811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0811
 JT0811.This Tidal Bench Mark is designated as VM 16231
 JT0811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0811
 JT0811.The geoid height was determined by GEOID09.
 JT0811
 JT0811;                    North         East    Units  Estimated Accuracy
 JT0811;SPC CA 3     -   674,630.    1,823,400.      MT  (+/- 180 meters Scaled)
 JT0811
 JT0811                          SUPERSEDED SURVEY CONTROL
 JT0811
 JT0811  NGVD 29 (??/??/92)    0.55   (m)            1.8    (f) COMPUTED    1 2
 JT0811
 JT0811.Superseded values are not recommended for survey control.
 JT0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0811.See file dsdata.txt to determine how the superseded data were derived.
 JT0811
 JT0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH427121(NAD 83)
 JT0811
 JT0811_MARKER: DB = BENCH MARK DISK
 JT0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0811_SP_SET: WINDOW SILL OF HANGAR
 JT0811_STAMPING: NO 5
 JT0811_MARK LOGO: USE   
 JT0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0811+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 JT0811
 JT0811  HISTORY     - Date     Condition        Report By
 JT0811  HISTORY     - UNK      MONUMENTED       USE
 JT0811  HISTORY     - 1944     GOOD             CGS
 JT0811  HISTORY     - 1964     GOOD             CGS
 JT0811  HISTORY     - 20000606 GOOD             NGS
 JT0811
 JT0811                          STATION DESCRIPTION
 JT0811
 JT0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0811'AT HAMILTON FIELD.
 JT0811'AT HAMILTON ARMY AIR FIELD, SET IN THE BASE OF WINDOW SILL IN
 JT0811'THE NORTHWEST FACE AND AT THE NORTH CORNER OF HANGAR NO. 1, 6.9
 JT0811'FEET SOUTHWEST OF THE NORTH CORNER OF HANGAR, 3 FEET ABOVE
 JT0811'GROUND LEVEL.  A BRONZE U.S.E.D. DISK.
 JT0811
 JT0811                          STATION RECOVERY (1964)
 JT0811
 JT0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0811'RECOVERED IN GOOD CONDITION.
 JT0811
 JT0811                          STATION RECOVERY (2000)
 JT0811
 JT0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 JT0811'ABOUT 4 MI SOUTHEAST OF THE CITY OF NOVATO.  FROM THE INTERSECTION
 JT0811'OF HWY 101 AND HWY 37, DRIVE ABOUT 1 MI SOUTH ON HWY 101 TO THE NEXT
 JT0811'EXIT, IGNACIO BLVD/ENTRADA DR AND BEL MARIN KEYS BLVD/HAMILTON FIELD,
 JT0811'FOLLOWING THE SIGNAGE TO HAMILTON FIELD.  AFTER LOOPING AROUND UNDER
 JT0811'THE FREEWAY, TURN RIGHT ON BEL MARIN KEYS BLVD AND DRIVE 0.1 MI,
 JT0811'STAYING IN THE RIGHT, EXIT ONLY, LANE WHICH PROVIDES ACCESS TO HWY 101
 JT0811'NORTH AND NAVE DR.  TURN RIGHT AND CONTINUE STRAIGHT (SOUTH) ON NAVE
 JT0811'DRIVE.  CONTINUE FOR 0.8 MI TO MAIN GATE DR, A T-ROAD LEFT.  TURN LEFT
 JT0811'AND DRIVE 0.5 MI, WHERE THE STREET NAME CHANGES TO PALM DRIVE (AFTER
 JT0811'THE RAILROAD TRACK UNDERCROSSING).  CONTINUE ON PALM DRIVE FOR 0.15
 JT0811'MI, APPROACHING THE TOWN CENTER BUILDING.  BEAR RIGHT (SE) ON SOUTH
 JT0811'PALM DRIVE AND DRIVE 0.1 MI TO HAMILTON PKWY.  TURN RIGHT (SSE) ON
 JT0811'HAMILTON PKWY AND DRIVE FOR 0.3 MI TO A CROSSROAD, SAN PABLO AVENUE.
 JT0811'TURN LEFT AND DRIVE FOR 0.1 TO A CROSSROAD, HANGER (SIC) AVENUE AND
 JT0811'THE ENTRANCE TO THE U.S.  COAST GUARD STATION.  THE ACCESS IS
 JT0811'RESTRICTED- CONTACT THE USCG PACIFIC STRIKE TEAM AT (415) 883-3311.
 JT0811'DRIVE THROUGH THE GATE AND CONTINUE STRAIGHT THROUGH THE PARKING LOT
 JT0811'FOR 0.1 MI, BEARING LEFT PAST THE HANGARS TO THE CENTER OF THE
 JT0811'SOUTHEAST END OF A SOCCER FIELD ON THE LEFT AND NGS MARK USCG HANGAR
 JT0811'STRAIGHT AHEAD.  TURN LEFT AT THE EAST END OF HANGAR 1 AND DRIVE 0.1
 JT0811'MI TO THE BACK, AND TURN LEFT TO THE MARK ON THE LEFT.  THE MARK IS A
 JT0811'US ENGINEERING DEPT (NOW ARMY COE) DISK SET IN THE NORTHWEST FACE AT
 JT0811'THE NORTHEAST CORNER OF HANGAR 1 IN THE WINDOW SILL 3 FT ABOVE GROUND.
 JT0811'IT IS 6.9 FT SW OF THE NE CORNER OF THE HANGAR, 0.5 FT SE OF THE NW
 JT0811'EDGE OF THE WINDOW SILL, 130 FT WSW OF BENCH MARK T 736 (PID JT0813).
 JT0811'THIS STATION WAS LEVELED IN JUNE, 2000 AS PART OF THE HAMILTON FIELD
 JT0811'GEODETIC/TIDAL DATUMS DETERMINATION STUDY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1869 ***********************************************************************
 DX1869  DESIGNATION -  50.051
 DX1869  PID         -  DX1869
 DX1869  STATE/COUNTY-  CA/ORANGE
 DX1869  USGS QUAD   -  TUSTIN (1981)
 DX1869
 DX1869                         *CURRENT SURVEY CONTROL
 DX1869  ___________________________________________________________________
 DX1869* NAD 83(1986)-  33 42 16.     (N)    117 49 30.     (W)     SCALED    
 DX1869* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 DX1869  ___________________________________________________________________
 DX1869  GEOID HEIGHT-         -34.76  (meters)                     GEOID09
 DX1869  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1869
 DX1869.The horizontal coordinates were scaled from a topographic map and have
 DX1869.an estimated accuracy of +/- 6 seconds.
 DX1869.
 DX1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1869
 DX1869.The vertical order pertains to the NGVD 29 superseded value.
 DX1869
 DX1869.The geoid height was determined by GEOID09.
 DX1869
 DX1869;                    North         East    Units  Estimated Accuracy
 DX1869;SPC CA 6     -   671,650.    1,854,000.      MT  (+/- 180 meters Scaled)
 DX1869
 DX1869                          SUPERSEDED SURVEY CONTROL
 DX1869
 DX1869  NGVD 29 (??/??/??)   14.940  (m)           49.02   (f) ADJUSTED    1 2
 DX1869
 DX1869.Superseded values are not recommended for survey control.
 DX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1869.See file dsdata.txt to determine how the superseded data were derived.
 DX1869
 DX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT235296(NAD 83)
 DX1869
 DX1869_MARKER: Z = SEE DESCRIPTION
 DX1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1869_SP_SET: CONCRETE BASE
 DX1869_STAMPING: BM ELEV 50.051
 DX1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1869
 DX1869  HISTORY     - Date     Condition        Report By
 DX1869  HISTORY     - UNK      MONUMENTED       USGS
 DX1869  HISTORY     - 1955     GOOD             CGS
 DX1869  HISTORY     - 19960302 GOOD             USPSQD
 DX1869
 DX1869                          STATION DESCRIPTION
 DX1869
 DX1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1869'AT SANTA ANA MCAF.
 DX1869'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE NORTHWEST END OF
 DX1869'HANGAR 2, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST
 DX1869'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 3.4 FEET EAST OF THE
 DX1869'WEST CORNER OF THE BASE, 3.0 FEET WEST OF THE WEST CORNER OF THE
 DX1869'COLUMN, AND ABOUT LEVEL WITH THE BLACK TOP OF THE APRON.
 DX1869
 DX1869                          STATION RECOVERY (1996)
 DX1869
 DX1869'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1866 ***********************************************************************
 DX1866  DESIGNATION -  50.081
 DX1866  PID         -  DX1866
 DX1866  STATE/COUNTY-  CA/ORANGE
 DX1866  USGS QUAD   -  TUSTIN (1981)
 DX1866
 DX1866                         *CURRENT SURVEY CONTROL
 DX1866  ___________________________________________________________________
 DX1866* NAD 83(1986)-  33 42 08.     (N)    117 49 20.     (W)     SCALED    
 DX1866* NAVD 88     -        15.63   (+/-2cm)      51.3    (feet)  VERTCON   
 DX1866  ___________________________________________________________________
 DX1866  GEOID HEIGHT-         -34.74  (meters)                     GEOID09
 DX1866  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1866
 DX1866.The horizontal coordinates were scaled from a topographic map and have
 DX1866.an estimated accuracy of +/- 6 seconds.
 DX1866.
 DX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1866
 DX1866.The vertical order pertains to the NGVD 29 superseded value.
 DX1866
 DX1866.The geoid height was determined by GEOID09.
 DX1866
 DX1866;                    North         East    Units  Estimated Accuracy
 DX1866;SPC CA 6     -   671,400.    1,854,260.      MT  (+/- 180 meters Scaled)
 DX1866
 DX1866                          SUPERSEDED SURVEY CONTROL
 DX1866
 DX1866  NGVD 29 (??/??/??)   14.930  (m)           48.98   (f) ADJUSTED    1 2
 DX1866
 DX1866.Superseded values are not recommended for survey control.
 DX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1866.See file dsdata.txt to determine how the superseded data were derived.
 DX1866
 DX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT238294(NAD 83)
 DX1866
 DX1866_MARKER: Z = SEE DESCRIPTION
 DX1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1866_SP_SET: CONCRETE BASE
 DX1866_STAMPING: BM ELEV 50.081
 DX1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1866
 DX1866  HISTORY     - Date     Condition        Report By
 DX1866  HISTORY     - UNK      MONUMENTED       USGS
 DX1866  HISTORY     - 1955     GOOD             CGS
 DX1866  HISTORY     - 19960302 GOOD             USPSQD
 DX1866
 DX1866                          STATION DESCRIPTION
 DX1866
 DX1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1866'AT SANTA ANA MCAF.
 DX1866'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE SOUTHEAST END
 DX1866'OF HANGAR 2, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST
 DX1866'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 5.0 FEET NORTH OF THE
 DX1866'SOUTH CORNER OF THE BASE, 1.2 FEET SOUTH OF THE SOUTH CORNER
 DX1866'OF THE COLUMN, AND ABOUT LEVEL WITH THE ROAD AROUND THE HANGAR.
 DX1866
 DX1866                          STATION RECOVERY (1996)
 DX1866
 DX1866'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0772 ***********************************************************************
 DB0772  DESIGNATION -  55 A USN
 DB0772  PID         -  DB0772
 DB0772  STATE/COUNTY-  CA/IMPERIAL
 DB0772  USGS QUAD   -  SEELEY (1979)
 DB0772
 DB0772                         *CURRENT SURVEY CONTROL
 DB0772  ___________________________________________________________________
 DB0772* NAD 83(1986)-  32 49 30.     (N)    115 39 18.     (W)     SCALED    
 DB0772* NAVD 88     -       -14.23   (+/-2cm)     -46.7    (feet)  VERTCON   
 DB0772  ___________________________________________________________________
 DB0772  GEOID HEIGHT-         -34.54  (meters)                     GEOID09
 DB0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0772
 DB0772.The horizontal coordinates were scaled from a topographic map and have
 DB0772.an estimated accuracy of +/- 6 seconds.
 DB0772.
 DB0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0772
 DB0772.The vertical order pertains to the NGVD 29 superseded value.
 DB0772
 DB0772.The geoid height was determined by GEOID09.
 DB0772
 DB0772;                    North         East    Units  Estimated Accuracy
 DB0772;SPC CA 6     -   573,170.    2,055,710.      MT  (+/- 180 meters Scaled)
 DB0772
 DB0772                          SUPERSEDED SURVEY CONTROL
 DB0772
 DB0772  NGVD 29 (??/??/??)  -14.946  (m)          -49.04   (f) ADJUSTED    1 2
 DB0772
 DB0772.Superseded values are not recommended for survey control.
 DB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0772.See file dsdata.txt to determine how the superseded data were derived.
 DB0772
 DB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS258326(NAD 83)
 DB0772
 DB0772_MARKER: Z = SEE DESCRIPTION
 DB0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0772_STAMPING: USN BOUNDARY 1942 COR NO 9 RE 1018
 DB0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0772+STABILITY: SURFACE MOTION
 DB0772
 DB0772  HISTORY     - Date     Condition        Report By
 DB0772  HISTORY     - 1942     MONUMENTED       DOD
 DB0772  HISTORY     - 1945     GOOD             CGS
 DB0772
 DB0772                          STATION DESCRIPTION
 DB0772
 DB0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0772'AT EL CENTRO.
 DB0772'AT THE EL CENTRO MARINE CORPS AIR STATION, SET ON THE EAST SIDE
 DB0772'OF FIELD AT THE EAST GATE, 16.6 FEET NORTH OF THE SOUTH GATE
 DB0772'POST, 8.1 FEET SOUTH OF THE NORTH GATE POST, 29.1 FEET SOUTH
 DB0772'OF USC AND GS BENCH MARK D 751, 1 FOOT EAST OF THE FENCE.  A
 DB0772'COPPER PLUG SET IN TOP OF A CONCRETE POST ABOUT 0.4 FOOT BELOW
 DB0772'GROUND LEVEL.  STAMPED USN BOUNDARY 1942 COR NO 9 RE 1018.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1872 ***********************************************************************
 DX1872  DESIGNATION -  58.027
 DX1872  PID         -  DX1872
 DX1872  STATE/COUNTY-  CA/ORANGE
 DX1872  USGS QUAD   -  TUSTIN (1981)
 DX1872
 DX1872                         *CURRENT SURVEY CONTROL
 DX1872  ___________________________________________________________________
 DX1872* NAD 83(1986)-  33 42 30.     (N)    117 49 34.     (W)     SCALED    
 DX1872* NAVD 88     -        18.05   (+/-2cm)      59.2    (feet)  VERTCON   
 DX1872  ___________________________________________________________________
 DX1872  GEOID HEIGHT-         -34.76  (meters)                     GEOID09
 DX1872  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1872
 DX1872.The horizontal coordinates were scaled from a topographic map and have
 DX1872.an estimated accuracy of +/- 6 seconds.
 DX1872.
 DX1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1872
 DX1872.The vertical order pertains to the NGVD 29 superseded value.
 DX1872
 DX1872.The geoid height was determined by GEOID09.
 DX1872
 DX1872;                    North         East    Units  Estimated Accuracy
 DX1872;SPC CA 6     -   672,080.    1,853,910.      MT  (+/- 180 meters Scaled)
 DX1872
 DX1872                          SUPERSEDED SURVEY CONTROL
 DX1872
 DX1872  NGVD 29 (??/??/??)   17.345  (m)           56.91   (f) ADJUSTED    1 2
 DX1872
 DX1872.Superseded values are not recommended for survey control.
 DX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1872.See file dsdata.txt to determine how the superseded data were derived.
 DX1872
 DX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT234301(NAD 83)
 DX1872
 DX1872_MARKER: Z = SEE DESCRIPTION
 DX1872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1872_SP_SET: CONCRETE BASE
 DX1872_STAMPING: BM ELEV 58.027
 DX1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1872
 DX1872  HISTORY     - Date     Condition        Report By
 DX1872  HISTORY     - UNK      MONUMENTED       USGS
 DX1872  HISTORY     - 1955     GOOD             CGS
 DX1872  HISTORY     - 19960302 GOOD             USPSQD
 DX1872
 DX1872                          STATION DESCRIPTION
 DX1872
 DX1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1872'AT SANTA ANA MCAF.
 DX1872'AT SANTA ANA MARINE AIR FACILITY, AT THE SOUTHWEST END OF HANGAR 1,
 DX1872'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST CONCRETE COLUMN
 DX1872'FOR LARGE SLIDING DOORS, 4.0 FEET NORTH OF THE SOUTH CORNER OF THE
 DX1872'BASE, 3.6 FEET SOUTH OF THE SOUTH CORNER OF THE COLUMN, AND ABOUT
 DX1872'LEVEL WITH THE BLACK TOP OF THE APRON.
 DX1872
 DX1872                          STATION RECOVERY (1996)
 DX1872
 DX1872'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1873 ***********************************************************************
 DX1873  DESIGNATION -  58.04
 DX1873  PID         -  DX1873
 DX1873  STATE/COUNTY-  CA/ORANGE
 DX1873  USGS QUAD   -  TUSTIN (1981)
 DX1873
 DX1873                         *CURRENT SURVEY CONTROL
 DX1873  ___________________________________________________________________
 DX1873* NAD 83(1986)-  33 42 39.     (N)    117 49 25.     (W)     SCALED    
 DX1873* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 DX1873  ___________________________________________________________________
 DX1873  GEOID HEIGHT-         -34.75  (meters)                     GEOID09
 DX1873  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1873
 DX1873.The horizontal coordinates were scaled from a topographic map and have
 DX1873.an estimated accuracy of +/- 6 seconds.
 DX1873.
 DX1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1873
 DX1873.The vertical order pertains to the NGVD 29 superseded value.
 DX1873
 DX1873.The geoid height was determined by GEOID09.
 DX1873
 DX1873;                    North         East    Units  Estimated Accuracy
 DX1873;SPC CA 6     -   672,360.    1,854,140.      MT  (+/- 180 meters Scaled)
 DX1873
 DX1873                          SUPERSEDED SURVEY CONTROL
 DX1873
 DX1873  NGVD 29 (??/??/??)   17.362  (m)           56.96   (f) ADJUSTED    1 2
 DX1873
 DX1873.Superseded values are not recommended for survey control.
 DX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1873.See file dsdata.txt to determine how the superseded data were derived.
 DX1873
 DX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236303(NAD 83)
 DX1873
 DX1873_MARKER: Z = SEE DESCRIPTION
 DX1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1873_SP_SET: CONCRETE COLUMN
 DX1873_STAMPING: ELEV 58.04
 DX1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1873
 DX1873  HISTORY     - Date     Condition        Report By
 DX1873  HISTORY     - UNK      MONUMENTED       USGS
 DX1873  HISTORY     - 1955     GOOD             CGS
 DX1873  HISTORY     - 19960302 GOOD             USPSQD
 DX1873
 DX1873                          STATION DESCRIPTION
 DX1873
 DX1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1873'AT SANTA ANA MCAF.
 DX1873'AT SANTA ANA MARINE AIR FACILITY, AT THE NORTHEAST END OF HANGAR
 DX1873'1, IN THE TOP OF THE SOUTHEAST CONCRETE BASE OF THE SOUTHEAST
 DX1873'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 16.5 FEET NORTHEAST
 DX1873'OF THE NORTHEAST ONE OF THREE RAILS FOR THE DOORS, 3.9 FEET
 DX1873'WEST OF THE EAST CORNER OF THE BASE, 3.6 FEET EAST OF THE EAST
 DX1873'COLUMN, AND ABOUT LEVEL WITH THE BLACKTOPPED APRON.
 DX1873
 DX1873                          STATION RECOVERY (1996)
 DX1873
 DX1873'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0982 ***********************************************************************
 JS0982  DESIGNATION -  59 QMC
 JS0982  PID         -  JS0982
 JS0982  STATE/COUNTY-  CA/SACRAMENTO
 JS0982  USGS QUAD   -  RIO LINDA (1992)
 JS0982
 JS0982                         *CURRENT SURVEY CONTROL
 JS0982  ___________________________________________________________________
 JS0982* NAD 83(1986)-  38 39 12.     (N)    121 23 22.     (W)     SCALED    
 JS0982* NAVD 88     -        22.800  (meters)      74.80   (feet)  ADJUSTED  
 JS0982  ___________________________________________________________________
 JS0982  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 JS0982  DYNAMIC HT  -          22.785 (meters)      74.75  (feet)  COMP
 JS0982  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JS0982
 JS0982  VERT ORDER  -  FIRST     CLASS I
 JS0982
 JS0982.The horizontal coordinates were scaled from a topographic map and have
 JS0982.an estimated accuracy of +/- 6 seconds.
 JS0982.
 JS0982.The orthometric height was determined by differential leveling and
 JS0982.adjusted in June 1991.
 JS0982
 JS0982.The geoid height was determined by GEOID09.
 JS0982
 JS0982.The dynamic height is computed by dividing the NAVD 88
 JS0982.geopotential number by the normal gravity value computed on the
 JS0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0982.degrees latitude (g = 980.6199 gals.).
 JS0982
 JS0982.The modeled gravity was interpolated from observed gravity values.
 JS0982
 JS0982;                    North         East    Units  Estimated Accuracy
 JS0982;SPC CA 2     -   609,700.    2,053,140.      MT  (+/- 180 meters Scaled)
 JS0982
 JS0982                          SUPERSEDED SURVEY CONTROL
 JS0982
 JS0982  NGVD 29 (??/??/??)   22.03   (m)           72.3    (f) RESET       3  
 JS0982
 JS0982.Superseded values are not recommended for survey control.
 JS0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0982.See file dsdata.txt to determine how the superseded data were derived.
 JS0982
 JS0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH401795(NAD 83)
 JS0982
 JS0982_MARKER: DD = SURVEY DISK
 JS0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0982_STAMPING: 59 72.46
 JS0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0982+STABILITY: SURFACE MOTION
 JS0982
 JS0982  HISTORY     - Date     Condition        Report By
 JS0982  HISTORY     - UNK      MONUMENTED       DOD
 JS0982  HISTORY     - 1969     GOOD             CGS
 JS0982  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0982
 JS0982                          STATION DESCRIPTION
 JS0982
 JS0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0982'6.1 MI NE FROM SACRAMENTO.
 JS0982'6.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0982'FROM ELVAS TOWER AT SACRAMENTO, 6 1/2 POLES SOUTHWEST OF MILEPOLE
 JS0982'98, 160.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF THE
 JS0982'CONCRETE NORTHWEST PIER OF A STEEL FOOTBRIDGE OVER THE RAILROAD
 JS0982'AND ROSEVILLE ROAD, 80.3 FEET NORTHWEST OF THE NORTHWEST RAIL
 JS0982'OF THE NORTHWEST TRACK, 21.5 FEET SOUTHEAST OF THE SOUTHEAST
 JS0982'BOUNDARY FENCE OF THE MC CLELLAN AIR FORCE BASE, 58 1/2 FEET
 JS0982'NORTHEAST OF TELEPHONE POLE 329, 1.5 FEET SOUTHWEST OF A WITNESS
 JS0982'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 JS0982'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JS0982
 JS0982                          STATION RECOVERY (2004)
 JS0982
 JS0982'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0987 ***********************************************************************
 JS0987  DESIGNATION -  60 QMC
 JS0987  PID         -  JS0987
 JS0987  STATE/COUNTY-  CA/SACRAMENTO
 JS0987  USGS QUAD   -  RIO LINDA (1992)
 JS0987
 JS0987                         *CURRENT SURVEY CONTROL
 JS0987  ___________________________________________________________________
 JS0987* NAD 83(1986)-  38 38 34.     (N)    121 24 04.     (W)     SCALED    
 JS0987* NAVD 88     -        19.57   (+/-2cm)      64.2    (feet)  VERTCON   
 JS0987  ___________________________________________________________________
 JS0987  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 JS0987  VERT ORDER  -  THIRD (See Below)
 JS0987
 JS0987.The horizontal coordinates were scaled from a topographic map and have
 JS0987.an estimated accuracy of +/- 6 seconds.
 JS0987.
 JS0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0987
 JS0987.The vertical order pertains to the NGVD 29 superseded value.
 JS0987
 JS0987.The geoid height was determined by GEOID09.
 JS0987
 JS0987;                    North         East    Units  Estimated Accuracy
 JS0987;SPC CA 2     -   608,530.    2,052,140.      MT  (+/- 180 meters Scaled)
 JS0987
 JS0987                          SUPERSEDED SURVEY CONTROL
 JS0987
 JS0987  NGVD 29 (??/??/??)   18.80   (m)           61.7    (f) RESET       3  
 JS0987
 JS0987.Superseded values are not recommended for survey control.
 JS0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0987.See file dsdata.txt to determine how the superseded data were derived.
 JS0987
 JS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH391783(NAD 83)
 JS0987
 JS0987_MARKER: DD = SURVEY DISK
 JS0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0987_STAMPING: 60 61.50
 JS0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0987+STABILITY: SURFACE MOTION
 JS0987
 JS0987  HISTORY     - Date     Condition        Report By
 JS0987  HISTORY     - UNK      MONUMENTED       DOD
 JS0987  HISTORY     - 1945     GOOD             CGS
 JS0987  HISTORY     - 1969     MARK NOT FOUND   CGS
 JS0987
 JS0987                          STATION DESCRIPTION
 JS0987
 JS0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0987'5 MI NE FROM SACRAMENTO.
 JS0987'ALONG THE SOUTHERN PACIFIC RAILWAY, 5.0 MILES NORTHEAST OF THE
 JS0987'CONTROL TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC
 JS0987'RAILWAY LINES AT SACRAMENTO, 0.2 MILE SOUTHWEST OF MILEPOST
 JS0987'97, 6 RAILS SOUTHWEST OF SEMAPHORE SIGNAL TOWER 96.6, 80.3
 JS0987'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 52.5
 JS0987'FEET NORTHEAST OF TELEPHONE POLE 285, 22.0 FEET SOUTHEAST OF THE
 JS0987'SOUTHEAST BOUNDARY FENCE LINE OF MC CLELLAN FIELD, SET IN THE
 JS0987'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JS0987
 JS0987                          STATION RECOVERY (1969)
 JS0987
 JS0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JS0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0269 ***********************************************************************
 HT0269  DESIGNATION -  60+00 USE
 HT0269  PID         -  HT0269
 HT0269  STATE/COUNTY-  CA/ALAMEDA
 HT0269  USGS QUAD   -  SAN LEANDRO (1993)
 HT0269
 HT0269                         *CURRENT SURVEY CONTROL
 HT0269  ___________________________________________________________________
 HT0269* NAD 83(1986)-  37 44 07.     (N)    122 12 58.     (W)     SCALED    
 HT0269* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 HT0269  ___________________________________________________________________
 HT0269  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0269  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0269
 HT0269.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0269
 HT0269.The horizontal coordinates were scaled from a topographic map and have
 HT0269.an estimated accuracy of +/- 6 seconds.
 HT0269.
 HT0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0269
 HT0269.The vertical order pertains to the NGVD 29 superseded value.
 HT0269
 HT0269.The geoid height was determined by GEOID09.
 HT0269
 HT0269;                    North         East    Units  Estimated Accuracy
 HT0269;SPC CA 3     -   638,480.    1,848,750.      MT  (+/- 180 meters Scaled)
 HT0269
 HT0269                          SUPERSEDED SURVEY CONTROL
 HT0269
 HT0269  NGVD 29 (??/??/92)    0.28   (m)            0.9    (f) COMPUTED    1 2
 HT0269
 HT0269.Superseded values are not recommended for survey control.
 HT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0269.See file dsdata.txt to determine how the superseded data were derived.
 HT0269
 HT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG690767(NAD 83)
 HT0269
 HT0269_MARKER: P = PIPE CAP
 HT0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0269
 HT0269  HISTORY     - Date     Condition        Report By
 HT0269  HISTORY     - UNK      MONUMENTED       DOD
 HT0269  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0269  HISTORY     - 1963     GOOD             CGS
 HT0269
 HT0269                          STATION DESCRIPTION
 HT0269
 HT0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0269'AT OAKLAND MUN AIRPORT.
 HT0269'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0269'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0269'RUNWAY, AT THE NORTHWEST END OF THE FIELD, 500 FEET SOUTHWEST
 HT0269'OF A CONCRETE GASOLINE-SUPPLY HOUSE, 215 FEET SOUTHEAST OF TAXIWAY
 HT0269'B AT THE NORTHWEST END OF THE FIELD, AND 1.5 FEET SOUTHEAST OF
 HT0269'A RED AND WHITE REFERENCE POST.  A 1-3/4-INCH IRON PIPE SET
 HT0269'IN CONCRETE (NO CAP).
 HT0269
 HT0269                          STATION RECOVERY (1963)
 HT0269
 HT0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1874 ***********************************************************************
 DX1874  DESIGNATION -  60.517
 DX1874  PID         -  DX1874
 DX1874  STATE/COUNTY-  CA/ORANGE
 DX1874  USGS QUAD   -  TUSTIN (1981)
 DX1874
 DX1874                         *CURRENT SURVEY CONTROL
 DX1874  ___________________________________________________________________
 DX1874* NAD 83(1986)-  33 42 40.     (N)    117 49 26.     (W)     SCALED    
 DX1874* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 DX1874  ___________________________________________________________________
 DX1874  GEOID HEIGHT-         -34.75  (meters)                     GEOID09
 DX1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1874
 DX1874.The horizontal coordinates were scaled from a topographic map and have
 DX1874.an estimated accuracy of +/- 6 seconds.
 DX1874.
 DX1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1874
 DX1874.The vertical order pertains to the NGVD 29 superseded value.
 DX1874
 DX1874.The geoid height was determined by GEOID09.
 DX1874
 DX1874;                    North         East    Units  Estimated Accuracy
 DX1874;SPC CA 6     -   672,390.    1,854,120.      MT  (+/- 180 meters Scaled)
 DX1874
 DX1874                          SUPERSEDED SURVEY CONTROL
 DX1874
 DX1874  NGVD 29 (??/??/??)   18.120  (m)           59.45   (f) ADJUSTED    1 2
 DX1874
 DX1874.Superseded values are not recommended for survey control.
 DX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1874.See file dsdata.txt to determine how the superseded data were derived.
 DX1874
 DX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236304(NAD 83)
 DX1874
 DX1874_MARKER: B = BOLT
 DX1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1874_STAMPING: 60.517
 DX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1874+STABILITY: SURFACE MOTION
 DX1874
 DX1874  HISTORY     - Date     Condition        Report By
 DX1874  HISTORY     - UNK      MONUMENTED       USGS
 DX1874  HISTORY     - 1955     GOOD             CGS
 DX1874
 DX1874                          STATION DESCRIPTION
 DX1874
 DX1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1874'AT SANTA ANA MCAF.
 DX1874'AT SANTA ANA MARINE CORPS AIR FACILITY, ABOUT 88 YARDS NORTHEAST
 DX1874'OF THE NORTH CORNER OF HANGAR 1, AT THE T JUNCTION OF COPELAND
 DX1874'AND CALNAN STREETS, 20.4 FEET NORTHEAST OF THE NORTHEAST
 DX1874'CURB OF COPELAND STREET, 15 FEET NORTHWEST OF THE PROLONGATION
 DX1874'OF THE CENTER LINE OF CALNAN STREET, 1.8 FEET SOUTH OF A WITNESS
 DX1874'POST, ABOUT 1/2 FOOT HIGHER THAN THE STREETS, AND SET IN THE
 DX1874'TOP OF A 1- BY 1-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DX1874'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0926 ***********************************************************************
 KS0926  DESIGNATION -  61.967
 KS0926  PID         -  KS0926
 KS0926  STATE/COUNTY-  CA/YUBA
 KS0926  USGS QUAD   -  YUBA CITY (1973)
 KS0926
 KS0926                         *CURRENT SURVEY CONTROL
 KS0926  ___________________________________________________________________
 KS0926* NAD 83(1986)-  39 08 34.     (N)    121 35 09.     (W)     SCALED    
 KS0926* NAVD 88     -        19.595  (meters)      64.29   (feet)  ADJUSTED  
 KS0926  ___________________________________________________________________
 KS0926  GEOID HEIGHT-         -29.25  (meters)                     GEOID09
 KS0926  DYNAMIC HT  -          19.583 (meters)      64.25  (feet)  COMP
 KS0926  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 KS0926
 KS0926  VERT ORDER  -  FIRST     CLASS II
 KS0926
 KS0926.The horizontal coordinates were scaled from a topographic map and have
 KS0926.an estimated accuracy of +/- 6 seconds.
 KS0926.
 KS0926.The orthometric height was determined by differential leveling and
 KS0926.adjusted in June 1991.
 KS0926
 KS0926.The geoid height was determined by GEOID09.
 KS0926
 KS0926.The dynamic height is computed by dividing the NAVD 88
 KS0926.geopotential number by the normal gravity value computed on the
 KS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0926.degrees latitude (g = 980.6199 gals.).
 KS0926
 KS0926.The modeled gravity was interpolated from observed gravity values.
 KS0926
 KS0926;                    North         East    Units  Estimated Accuracy
 KS0926;SPC CA 2     -   663,940.    2,035,800.      MT  (+/- 180 meters Scaled)
 KS0926
 KS0926                          SUPERSEDED SURVEY CONTROL
 KS0926
 KS0926  NGVD 29 (??/??/??)   18.900  (m)           62.01   (f) ADJUSTED    1 2
 KS0926
 KS0926.Superseded values are not recommended for survey control.
 KS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0926.See file dsdata.txt to determine how the superseded data were derived.
 KS0926
 KS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ222335(NAD 83)
 KS0926
 KS0926_MARKER: DD = SURVEY DISK
 KS0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0926_SP_SET: BUILDING
 KS0926_STAMPING: 61.967 USGS
 KS0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0926+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0926
 KS0926  HISTORY     - Date     Condition        Report By
 KS0926  HISTORY     - UNK      MONUMENTED       CADPW
 KS0926  HISTORY     - 1948     GOOD             CGS
 KS0926  HISTORY     - 19880808 MARK NOT FOUND   NGS
 KS0926  HISTORY     - 20040311 GOOD             CADT
 KS0926
 KS0926                          STATION DESCRIPTION
 KS0926
 KS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0926'AT MARYSVILLE.
 KS0926'AT MARYSVILLE, YUBA COUNTY, AT THE NORTHEAST CORNER OF THE
 KS0926'INTERSECTION OF SEVENTH AND B STREETS, AT THE CALIFORNIA DIVISION
 KS0926'OF HIGHWAYS BUILDING, AT THE STEPS LEADING FROM THE B STREET
 KS0926'SIDEWALK TO THE SOUTH END OF THE FRONT PORCH, IN THE TOP OF THE
 KS0926'SECOND BRICK STEP FROM THE BOTTOM, 10 FEET SOUTHWEST OF THE
 KS0926'SOUTHWEST CORNER OF THE BUILDING, 23.7 FEET EAST OF THE EAST EDGE
 KS0926'OF THE B STREET SIDEWALK, AND 4.2 FEET NORTH OF THE NORTH EDGE OF
 KS0926'THE SEVENTH STREET SIDEWALK.
 KS0926
 KS0926                          STATION RECOVERY (1988)
 KS0926
 KS0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0926'MARK NOT FOUND.
 KS0926
 KS0926                          STATION RECOVERY (2004)
 KS0926
 KS0926'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0978 ***********************************************************************
 JS0978  DESIGNATION -  63 QMC
 JS0978  PID         -  JS0978
 JS0978  STATE/COUNTY-  CA/SACRAMENTO
 JS0978  USGS QUAD   -  RIO LINDA (1992)
 JS0978
 JS0978                         *CURRENT SURVEY CONTROL
 JS0978  ___________________________________________________________________
 JS0978* NAD 83(1986)-  38 39 40.     (N)    121 22 59.     (W)     SCALED    
 JS0978* NAVD 88     -        26.32   (+/-2cm)      86.4    (feet)  VERTCON   
 JS0978  ___________________________________________________________________
 JS0978  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 JS0978  VERT ORDER  -  THIRD (See Below)
 JS0978
 JS0978.The horizontal coordinates were scaled from a topographic map and have
 JS0978.an estimated accuracy of +/- 6 seconds.
 JS0978.
 JS0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0978
 JS0978.The vertical order pertains to the NGVD 29 superseded value.
 JS0978
 JS0978.The geoid height was determined by GEOID09.
 JS0978
 JS0978;                    North         East    Units  Estimated Accuracy
 JS0978;SPC CA 2     -   610,570.    2,053,690.      MT  (+/- 180 meters Scaled)
 JS0978
 JS0978                          SUPERSEDED SURVEY CONTROL
 JS0978
 JS0978  NGVD 29 (??/??/??)   25.54   (m)           83.8    (f) RESET       3  
 JS0978
 JS0978.Superseded values are not recommended for survey control.
 JS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0978.See file dsdata.txt to determine how the superseded data were derived.
 JS0978
 JS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH406804(NAD 83)
 JS0978
 JS0978_MARKER: DD = SURVEY DISK
 JS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0978_STAMPING: 63 83.73
 JS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0978+STABILITY: SURFACE MOTION
 JS0978
 JS0978  HISTORY     - Date     Condition        Report By
 JS0978  HISTORY     - UNK      MONUMENTED       DOD
 JS0978  HISTORY     - 1945     GOOD             CGS
 JS0978  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0978
 JS0978                          STATION DESCRIPTION
 JS0978
 JS0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0978'6.6 MI NE FROM SACRAMENTO.
 JS0978'AT MC CLELLAN FIELD, 69.0 FEET NORTH OF THE DOUBLE DOOR IN
 JS0978'CENTER OF REAR OF THE CIVILIAN PERSONNEL BUILDING (THIS IS THE
 JS0978'FIRST BUILDING ON NORTH SIDE OF STREET INSIDE MAIN GATE), IN
 JS0978'LINE WITH THE EXTENSION TO THE NORTH OF CENTER-LINE OF THE
 JS0978'SIDEWALK LEADING TO THE DOOR, 12.9 FEET NORTH OF THE NORTH EDGE
 JS0978'OF SIDEWALK PARALLELING REAR OF BUILDING, 60.5 FEET WEST OF
 JS0978'EAST BOUNDARY FENCE LINE, 105.8 FEET EAST OF CENTER-LINE OF FIRST
 JS0978'NORTH-SOUTH STREET WEST OF MAIN GATE, 49.0 FEET SOUTH OF FENCE
 JS0978'AT THE SOUTH END OF THE TENNIS COURTS, IN GRAVEL PARKING AREA,
 JS0978'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JS0978'GROUND.  NOTE-- TO REACH MC CLELLAN FIELD FROM THE CONTROL
 JS0978'TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY LINES
 JS0978'AT SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55 MILES TO THE
 JS0978'BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0978
 JS0978                          STATION RECOVERY (2004)
 JS0978
 JS0978'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0978'RECENT GRADING
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0979 ***********************************************************************
 JS0979  DESIGNATION -  64 QMC
 JS0979  PID         -  JS0979
 JS0979  STATE/COUNTY-  CA/SACRAMENTO
 JS0979  USGS QUAD   -  RIO LINDA (1992)
 JS0979
 JS0979                         *CURRENT SURVEY CONTROL
 JS0979  ___________________________________________________________________
 JS0979* NAD 83(1986)-  38 39 41.     (N)    121 23 10.     (W)     SCALED    
 JS0979* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 JS0979  ___________________________________________________________________
 JS0979  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 JS0979  VERT ORDER  -  THIRD (See Below)
 JS0979
 JS0979.The horizontal coordinates were scaled from a topographic map and have
 JS0979.an estimated accuracy of +/- 6 seconds.
 JS0979.
 JS0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0979
 JS0979.The vertical order pertains to the NGVD 29 superseded value.
 JS0979
 JS0979.The geoid height was determined by GEOID09.
 JS0979
 JS0979;                    North         East    Units  Estimated Accuracy
 JS0979;SPC CA 2     -   610,600.    2,053,430.      MT  (+/- 180 meters Scaled)
 JS0979
 JS0979                          SUPERSEDED SURVEY CONTROL
 JS0979
 JS0979  NGVD 29 (??/??/??)   23.90   (m)           78.4    (f) RESET       3  
 JS0979
 JS0979.Superseded values are not recommended for survey control.
 JS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0979.See file dsdata.txt to determine how the superseded data were derived.
 JS0979
 JS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH404804(NAD 83)
 JS0979
 JS0979_MARKER: DD = SURVEY DISK
 JS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0979_STAMPING: 64 78.34
 JS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0979+STABILITY: SURFACE MOTION
 JS0979
 JS0979  HISTORY     - Date     Condition        Report By
 JS0979  HISTORY     - UNK      MONUMENTED       DOD
 JS0979  HISTORY     - 1945     GOOD             CGS
 JS0979  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0979
 JS0979                          STATION DESCRIPTION
 JS0979
 JS0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0979'6.6 MI NE FROM SACRAMENTO.
 JS0979'AT MC CLELLAN FIELD, 198.0 FEET NORTH OF THE CENTER-LINE OF
 JS0979'THE EAST-WEST STREET RUNNING FROM THE MAIN GATE TO THE
 JS0979'OPERATIONS BUILDING, 180.5 FEET NORTHWEST OF THE CENTER OF THE
 JS0979'REAR DOOR AT CENTER OF THE NORTH SIDE OF THE TWO-STORY CONCRETE
 JS0979'BUILDING HOUSING THE FIRE DEPARTMENT HEADQUARTERS, 48.4 FEET
 JS0979'SOUTH OF THE SOUTHWEST CORNER OF RETAINING WALL FOR STEPS
 JS0979'LEADING TO BASEMENT OF CONCRETE BUILDING AT SWIMMING POOL, 7.0
 JS0979'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FRAME DRESSING ROOM
 JS0979'BUILDING AT THE POOL, 12.3 FEET SOUTH OF 15-FOOT TALL CEDAR
 JS0979'TREE, SET IN TOP OF CONCRETE POST 0.6 FOOT BELOW LEVEL OF
 JS0979'LAWN AND SURROUNDED BY A 4-FOOT BY 4-FOOT WOODEN PROTECTING
 JS0979'WALL.  NOTE-- TO REACH MC CLELLAN FIELD FROM THE CONTROL TOWER
 JS0979'AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY LINES AT
 JS0979'SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55 MILES TO THE
 JS0979'BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0979
 JS0979                          STATION RECOVERY (2004)
 JS0979
 JS0979'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0979'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1888 ***********************************************************************
 DX1888  DESIGNATION -  65.750
 DX1888  PID         -  DX1888
 DX1888  STATE/COUNTY-  CA/ORANGE
 DX1888  USGS QUAD   -  TUSTIN (1981)
 DX1888
 DX1888                         *CURRENT SURVEY CONTROL
 DX1888  ___________________________________________________________________
 DX1888* NAD 83(1986)-  33 42 52.     (N)    117 49 42.     (W)     SCALED    
 DX1888* NAVD 88     -        20.42   (+/-2cm)      67.0    (feet)  VERTCON   
 DX1888  ___________________________________________________________________
 DX1888  GEOID HEIGHT-         -34.77  (meters)                     GEOID09
 DX1888  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1888
 DX1888.The horizontal coordinates were scaled from a topographic map and have
 DX1888.an estimated accuracy of +/- 6 seconds.
 DX1888.
 DX1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1888
 DX1888.The vertical order pertains to the NGVD 29 superseded value.
 DX1888
 DX1888.The geoid height was determined by GEOID09.
 DX1888
 DX1888;                    North         East    Units  Estimated Accuracy
 DX1888;SPC CA 6     -   672,760.    1,853,710.      MT  (+/- 180 meters Scaled)
 DX1888
 DX1888                          SUPERSEDED SURVEY CONTROL
 DX1888
 DX1888  NGVD 29 (??/??/??)   19.719  (m)           64.69   (f) ADJUSTED    1 2
 DX1888
 DX1888.Superseded values are not recommended for survey control.
 DX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1888.See file dsdata.txt to determine how the superseded data were derived.
 DX1888
 DX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT232308(NAD 83)
 DX1888
 DX1888_MARKER: Z = SEE DESCRIPTION
 DX1888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1888_SP_SET: SIDEWALK
 DX1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1888
 DX1888  HISTORY     - Date     Condition        Report By
 DX1888  HISTORY     - UNK      MONUMENTED       USGS
 DX1888  HISTORY     - 1955     GOOD             CGS
 DX1888  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1888
 DX1888                          STATION DESCRIPTION
 DX1888
 DX1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1888'AT SANTA ANA MCAF.
 DX1888'AT SANTA ANA MARINE CORPS AIR FACILITY, 0.3 MILE SOUTHEAST OF THE
 DX1888'MAIN GATE, AT THE ISLAND FORMED BY THE Y JUNCTION OF MC CORD
 DX1888'AND BERRY ROADS, IN THE TOP OF A CONCRETE WALK, 2.6 FEET NORTHWEST
 DX1888'OF THE NORTHWEST EDGE OF A STEEL FLAGPOLE, 0.6 FEET NORTHWEST
 DX1888'OF THE SOUTHEAST EDGE OF THE WALK, AND ABOUT LEVEL WITH THE
 DX1888'STREETS.
 DX1888
 DX1888                          STATION RECOVERY (1996)
 DX1888
 DX1888'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0821 ***********************************************************************
 DX0821  DESIGNATION -  685 T
 DX0821  PID         -  DX0821
 DX0821  STATE/COUNTY-  CA/RIVERSIDE
 DX0821  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0821
 DX0821                         *CURRENT SURVEY CONTROL
 DX0821  ___________________________________________________________________
 DX0821* NAD 83(1986)-  33 53 53.     (N)    116 32 56.     (W)     SCALED    
 DX0821* NAVD 88     -       210.18   (+/-2cm)     689.6    (feet)  VERTCON   
 DX0821  ___________________________________________________________________
 DX0821  GEOID HEIGHT-         -32.22  (meters)                     GEOID09
 DX0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0821
 DX0821.The horizontal coordinates were scaled from a topographic map and have
 DX0821.an estimated accuracy of +/- 6 seconds.
 DX0821.
 DX0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0821
 DX0821.The vertical order pertains to the NGVD 29 superseded value.
 DX0821
 DX0821.The geoid height was determined by GEOID09.
 DX0821
 DX0821;                    North         East    Units  Estimated Accuracy
 DX0821;SPC CA 6     -   692,060.    1,972,350.      MT  (+/- 180 meters Scaled)
 DX0821
 DX0821                          SUPERSEDED SURVEY CONTROL
 DX0821
 DX0821  NGVD 29 (??/??/??)  209.436  (m)          687.12   (f) ADJUSTED    1 2
 DX0821
 DX0821.Superseded values are not recommended for survey control.
 DX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0821.See file dsdata.txt to determine how the superseded data were derived.
 DX0821
 DX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT417509(NAD 83)
 DX0821
 DX0821_MARKER: DD = SURVEY DISK
 DX0821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0821_STAMPING: 687.125
 DX0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0821
 DX0821  HISTORY     - Date     Condition        Report By
 DX0821  HISTORY     - UNK      MONUMENTED       USGS
 DX0821  HISTORY     - 1960     GOOD             CGS
 DX0821  HISTORY     - 1986     MARK NOT FOUND   NGS
 DX0821
 DX0821                          STATION DESCRIPTION
 DX0821
 DX0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DX0821'AT GARNET.
 DX0821'THE MARK IS LOCATED NEAR THE OLD DEPOT SITE (NOW TORN DOWN, BUT
 DX0821'SOME OLD BUILDINGS STILL REMAIN).  IT IS 0.2 MILE WEST OF OVERPASS
 DX0821'OF THE PALM SPRINGS ROAD, 26 PACES EAST NORTHEAST OF A CONSTRUCTION
 DX0821'COMPANY BUILDING, 56 PACES WEST SOUTHWEST OF A ROUND CONCRETE
 DX0821'RAILROAD TELEPHONE BOOTH AND BETWEEN THE TWO SETS OF MAIN TRACKS
 DX0821'AND TWO SETS OF SIDEING TRACKS.  THE MARK IS A BRONZE DISK SET
 DX0821'IN THE TOP OF AN IRON PIPE AND REINFORCED WITH A 12 INCH CYLINDER
 DX0821'OF CONCRETE AND PROJECTS ABOUT 14 INCHES.  THE STAMPING ON THE
 DX0821'MARK IS SO BATTERED THAT THE ONLY LEGIBLE STAMPING IS 687.125.
 DX0821
 DX0821                          STATION RECOVERY (1986)
 DX0821
 DX0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0821'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0827 ***********************************************************************
 JS0827  DESIGNATION -  7 92.418
 JS0827  PID         -  JS0827
 JS0827  STATE/COUNTY-  CA/SACRAMENTO
 JS0827  USGS QUAD   -  CARMICHAEL (1992)
 JS0827
 JS0827                         *CURRENT SURVEY CONTROL
 JS0827  ___________________________________________________________________
 JS0827* NAD 83(1986)-  38 34 16.     (N)    121 17 49.     (W)     SCALED    
 JS0827* NAVD 88     -        28.41   (+/-2cm)      93.2    (feet)  VERTCON   
 JS0827  ___________________________________________________________________
 JS0827  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 JS0827  VERT ORDER  -  THIRD (See Below)
 JS0827
 JS0827.The horizontal coordinates were scaled from a topographic map and have
 JS0827.an estimated accuracy of +/- 6 seconds.
 JS0827.
 JS0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0827
 JS0827.The vertical order pertains to the NGVD 29 superseded value.
 JS0827
 JS0827.The geoid height was determined by GEOID09.
 JS0827
 JS0827;                    North         East    Units  Estimated Accuracy
 JS0827;SPC CA 2     -   600,640.    2,061,270.      MT  (+/- 180 meters Scaled)
 JS0827
 JS0827                          SUPERSEDED SURVEY CONTROL
 JS0827
 JS0827  NGVD 29 (??/??/??)   27.67   (m)           90.8    (f) RESET       3  
 JS0827
 JS0827.Superseded values are not recommended for survey control.
 JS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0827.See file dsdata.txt to determine how the superseded data were derived.
 JS0827
 JS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH483705(NAD 83)
 JS0827
 JS0827_MARKER: DD = SURVEY DISK
 JS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0827_STAMPING: 7 92.418
 JS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0827+STABILITY: SURFACE MOTION
 JS0827
 JS0827  HISTORY     - Date     Condition        Report By
 JS0827  HISTORY     - UNK      MONUMENTED       DOD
 JS0827  HISTORY     - 1945     GOOD             CGS
 JS0827  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0827
 JS0827                          STATION DESCRIPTION
 JS0827
 JS0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0827'5.5 MI NE FROM PERKINS.
 JS0827'AT MATHER FIELD, AT THE JUNCTION OF BRODIE LANE TO EAST AND 6TH
 JS0827'STREET TO THE SOUTH, IN LINE WITH THE EXTENSION TO THE NORTH OF THE
 JS0827'CENTER-LINE OF 6TH STREET, 127.0 FEET NORTHEAST OF THE NORTH
 JS0827'END OF CONCRETE SAFETY ISLAND FOR GUARDS AT THE MAIN ENTRANCE TO
 JS0827'THE AIRFIELD, 53.0 FEET EAST NORTHEAST OF CONCRETE HEADWALL AT THE
 JS0827'NORTHEAST END OF AN 18-INCH GALVANIZED PIPE CULVERT NO. 69+40,
 JS0827'4.0 FEET SOUTH OF THE NORTH BOUNDARY FENCE LINE, SET IN THE TOP
 JS0827'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  A
 JS0827'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 7 92.418.
 JS0827'NOTE-- TO REACH MATHER FIELD FROM THE JUNCTION OF THE HIGHWAYS
 JS0827'AT PERKINS GO NORTHEAST ALONG U.S. HIGHWAY 50 5.5 MILES TO MILLS,
 JS0827'THENCE, TURN SOUTH ALONG PAVED ROAD 1.4 MILES TO THE MAIN GATE
 JS0827'AT THE AIRFIELD.
 JS0827
 JS0827                          STATION RECOVERY (2004)
 JS0827
 JS0827'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0827'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS2118 ***********************************************************************
 JS2118  DESIGNATION -  71.48
 JS2118  PID         -  JS2118
 JS2118  STATE/COUNTY-  CA/SOLANO
 JS2118  USGS QUAD   -  ELMIRA (1980)
 JS2118
 JS2118                         *CURRENT SURVEY CONTROL
 JS2118  ___________________________________________________________________
 JS2118* NAD 83(1986)-  38 16 19.     (N)    121 56 35.     (W)     SCALED    
 JS2118* NAVD 88     -        22.49   (+/-2cm)      73.8    (feet)  VERTCON   
 JS2118  ___________________________________________________________________
 JS2118  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 JS2118  VERT ORDER  -  THIRD (See Below)
 JS2118
 JS2118.The horizontal coordinates were scaled from a topographic map and have
 JS2118.an estimated accuracy of +/- 6 seconds.
 JS2118.
 JS2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2118
 JS2118.The vertical order pertains to the NGVD 29 superseded value.
 JS2118
 JS2118.The geoid height was determined by GEOID09.
 JS2118
 JS2118;                    North         East    Units  Estimated Accuracy
 JS2118;SPC CA 2     -   567,190.    2,004,980.      MT  (+/- 180 meters Scaled)
 JS2118
 JS2118                          SUPERSEDED SURVEY CONTROL
 JS2118
 JS2118  NGVD 29 (??/??/??)   21.71   (m)           71.2    (f) RESET       3  
 JS2118
 JS2118.Superseded values are not recommended for survey control.
 JS2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2118.See file dsdata.txt to determine how the superseded data were derived.
 JS2118
 JS2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH924365(NAD 83)
 JS2118
 JS2118_MARKER: P = PIPE CAP
 JS2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2118_STAMPING: 71.48 233 4644 43
 JS2118_MARK LOGO: BOR   
 JS2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2118+STABILITY: SURFACE MOTION
 JS2118
 JS2118  HISTORY     - Date     Condition        Report By
 JS2118  HISTORY     - 1943     MONUMENTED       BPR
 JS2118  HISTORY     - 1958     GOOD             CGS
 JS2118  HISTORY     - 1963     MARK NOT FOUND   CGS
 JS2118
 JS2118                          STATION DESCRIPTION
 JS2118
 JS2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS2118'5.6 MI E FROM FAIRFIELD.
 JS2118'AT THE OLD FAIRFIELD-SUISUN ARMY AIR BASE, ABOUT 400 FEET NORTHWEST
 JS2118'OF THE OLD ORIGINAL HEADQUARTERS BUILDING, 278 FEET WEST OF
 JS2118'THE CENTERLINE OF BROADWAY, 65 FEET NORTHWEST OF THE NORTHWEST
 JS2118'CORNER OF THE U.S. ENGINEERS BUILDING, 28 FEET SOUTH OF THE
 JS2118'CENTERLINE OF A PAVED COUNTRY ROAD PARALLELING THE BOUNDARY
 JS2118'FENCE, 1.6 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 JS2118'SOUTH OF THE BOUNDARY FENCE.
 JS2118'STAMPED---71.48 233 4644 43---, AND RIVETED
 JS2118'ON THE TOP OF A 2-INCH IRON PIPE ENCASED IN A CONCRETE POST AND
 JS2118'EXTENDING ABOUT 1 FOOT ABOVE GROUND.
 JS2118
 JS2118                          STATION RECOVERY (1963)
 JS2118
 JS2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JS2118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0007 ***********************************************************************
 LU0007  DESIGNATION -  715.996
 LU0007  PID         -  LU0007
 LU0007  STATE/COUNTY-  CA/SHASTA
 LU0007  USGS QUAD   -  REDDING (1969)
 LU0007
 LU0007                         *CURRENT SURVEY CONTROL
 LU0007  ___________________________________________________________________
 LU0007* NAD 83(1986)-  40 34 37.     (N)    122 24 19.     (W)     SCALED    
 LU0007* NAVD 88     -       219.07   (+/-2cm)     718.7    (feet)  VERTCON   
 LU0007  ___________________________________________________________________
 LU0007  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 LU0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0007
 LU0007.The horizontal coordinates were scaled from a topographic map and have
 LU0007.an estimated accuracy of +/- 6 seconds.
 LU0007.
 LU0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0007
 LU0007.The vertical order pertains to the NGVD 29 superseded value.
 LU0007
 LU0007.The geoid height was determined by GEOID09.
 LU0007
 LU0007;                    North         East    Units  Estimated Accuracy
 LU0007;SPC CA 1     -   638,170.    1,965,690.      MT  (+/- 180 meters Scaled)
 LU0007
 LU0007                          SUPERSEDED SURVEY CONTROL
 LU0007
 LU0007  NGVD 29 (??/??/92)  218.266  (m)          716.09   (f) ADJ UNCH    1 2
 LU0007
 LU0007.Superseded values are not recommended for survey control.
 LU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0007.See file dsdata.txt to determine how the superseded data were derived.
 LU0007
 LU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503919(NAD 83)
 LU0007
 LU0007_MARKER: DB = BENCH MARK DISK
 LU0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0007_SP_SET: PORCH
 LU0007_STAMPING: BM 1929 EL 715.996
 LU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0007
 LU0007  HISTORY     - Date     Condition        Report By
 LU0007  HISTORY     - 1929     MONUMENTED       RBNF
 LU0007  HISTORY     - 1944     GOOD             CGS
 LU0007
 LU0007                          STATION DESCRIPTION
 LU0007
 LU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LU0007'AT REDDING.
 LU0007'AT REDDING, AT BENTON FIELD, SET IN THE TOP OF THE CONCRETE
 LU0007'PORCH IN FRONT OF THE ADMINISTRATION BUILDING, AT THE NORTHEAST
 LU0007'CORNER OF THE PORCH, 1.0 FOOT SOUTHWEST OF THE NORTHWEST CORNER
 LU0007'OF THE BUILDING.  NOTE-- NO AIRPORT OFFICALS WERE AVAILABLE TO
 LU0007'DETERMINE WHAT ORGANIZATION SET THE MARK, HOWEVER, SINCE THE
 LU0007'BENCH MARK WAS EVIDENTLY SET IN 1929, DATE OF CONSTRUCTION
 LU0007'OF AIRFIELD, IT IS POSSIBLE THE MARK WAS SET BY CONSTRUCTION
 LU0007'ENGINEER.  NOTE-- TO REACH AIRFIELD FROM POST OFFICE AT
 LU0007'REDDING GO WEST 0.65 MILE ALONG PLACER STREET TO JUNCTION
 LU0007'OF PAVED DRIVE TO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1890 ***********************************************************************
 DX1890  DESIGNATION -  72.989
 DX1890  PID         -  DX1890
 DX1890  STATE/COUNTY-  CA/ORANGE
 DX1890  USGS QUAD   -  TUSTIN (1981)
 DX1890
 DX1890                         *CURRENT SURVEY CONTROL
 DX1890  ___________________________________________________________________
 DX1890* NAD 83(1986)-  33 42 59.     (N)    117 49 54.     (W)     SCALED    
 DX1890* NAVD 88     -        22.57   (+/-2cm)      74.0    (feet)  VERTCON   
 DX1890  ___________________________________________________________________
 DX1890  GEOID HEIGHT-         -34.79  (meters)                     GEOID09
 DX1890  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1890
 DX1890.The horizontal coordinates were scaled from a topographic map and have
 DX1890.an estimated accuracy of +/- 6 seconds.
 DX1890.
 DX1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1890
 DX1890.The vertical order pertains to the NGVD 29 superseded value.
 DX1890
 DX1890.The geoid height was determined by GEOID09.
 DX1890
 DX1890;                    North         East    Units  Estimated Accuracy
 DX1890;SPC CA 6     -   672,980.    1,853,400.      MT  (+/- 180 meters Scaled)
 DX1890
 DX1890                          SUPERSEDED SURVEY CONTROL
 DX1890
 DX1890  NGVD 29 (??/??/??)   21.868  (m)           71.75   (f) ADJUSTED    1 2
 DX1890
 DX1890.Superseded values are not recommended for survey control.
 DX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1890.See file dsdata.txt to determine how the superseded data were derived.
 DX1890
 DX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT229310(NAD 83)
 DX1890
 DX1890_MARKER: Z = SEE DESCRIPTION
 DX1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1890_SP_SET: SIDEWALK
 DX1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1890
 DX1890  HISTORY     - Date     Condition        Report By
 DX1890  HISTORY     - UNK      MONUMENTED       USGS
 DX1890  HISTORY     - 1955     GOOD             CGS
 DX1890  HISTORY     - 1958     GOOD             CGS
 DX1890  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1890
 DX1890                          STATION DESCRIPTION
 DX1890
 DX1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1890'AT SANTA ANA MCAF.
 DX1890'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE MAIN ENTRANCE
 DX1890'GATE, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE SIDEWALK
 DX1890'OF A SMALL GUARDHOUSE, 5.0 FEET SOUTHEAST OF THE CENTER OF THE
 DX1890'SOUTHEAST DOOR OF THE GUARDHOUSE, 1.0 FOOT NORTHWEST OF THE
 DX1890'SOUTHEAST END OF A CONCRETE SIDEWALK, AND ABOUT 0.2 FOOT HIGHER
 DX1890'THAN THE STREET.
 DX1890
 DX1890                          STATION RECOVERY (1958)
 DX1890
 DX1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1890'RECOVERED IN GOOD CONDITION.
 DX1890
 DX1890                          STATION RECOVERY (1996)
 DX1890
 DX1890'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0288 ***********************************************************************
 EU0288  DESIGNATION -  737
 EU0288  PID         -  EU0288
 EU0288  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0288  USGS QUAD   -  NEEDLES (1975)
 EU0288
 EU0288                         *CURRENT SURVEY CONTROL
 EU0288  ___________________________________________________________________
 EU0288* NAD 83(1986)-  34 46 38.     (N)    114 35 59.     (W)     SCALED    
 EU0288* NAVD 88     -       225.50   (+/-2cm)     739.8    (feet)  VERTCON   
 EU0288  ___________________________________________________________________
 EU0288  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 EU0288  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0288
 EU0288.The horizontal coordinates were scaled from a topographic map and have
 EU0288.an estimated accuracy of +/- 6 seconds.
 EU0288.
 EU0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0288
 EU0288.The vertical order pertains to the NGVD 29 superseded value.
 EU0288
 EU0288.The geoid height was determined by GEOID09.
 EU0288
 EU0288;                    North         East    Units  Estimated Accuracy
 EU0288;SPC CA 5     -   646,940.    2,311,160.      MT  (+/- 180 meters Scaled)
 EU0288
 EU0288                          SUPERSEDED SURVEY CONTROL
 EU0288
 EU0288  NGVD 29 (??/??/??)  224.845  (m)          737.68   (f) ADJUSTED    1 2
 EU0288
 EU0288.Superseded values are not recommended for survey control.
 EU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0288.See file dsdata.txt to determine how the superseded data were derived.
 EU0288
 EU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU196509(NAD 83)
 EU0288
 EU0288_MARKER: DD = SURVEY DISK
 EU0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0288_STAMPING: 737 Y 737 737.613 1903
 EU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0288
 EU0288  HISTORY     - Date     Condition        Report By
 EU0288  HISTORY     - 1903     MONUMENTED       USGS
 EU0288  HISTORY     - 1933     GOOD             CGS
 EU0288  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0288  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0288
 EU0288                          STATION DESCRIPTION
 EU0288
 EU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EU0288'5.1 MI S FROM NEEDLES.
 EU0288'5.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0288'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY, 0.6
 EU0288'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 66, 550 FEET NORTH OF
 EU0288'THE JUNCTION OF THE NEW PAVED ROAD TO NEEDLES AIRPORT, 70 FEET
 EU0288'SOUTH OF THE JUNCTION OF THE OLD DIRT ROAD TO THE AIRPORT,
 EU0288'4 FEET SOUTH OF THE SOUTH END OF THE CONCRETE REINFORCEMENT FOR
 EU0288'THE EAST EDGE OF THE HIGHWAY AT THE POINT WHERE A WASH  CROSSES
 EU0288'THE HIGHWAY, 112.4 FEET NORTH OF THE NORTH END OF A LARGER AND
 EU0288'LONGER CONCRETE REINFORCEMENT FOR THE EAST EDGE OF THE HIGHWAY,
 EU0288'14.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT
 EU0288'NORTH OF A 6- BY 6-INCH REFERENCE AND PROTECTING POST.  A UNITED
 EU0288'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 737 Y 737 737.613
 EU0288'1903 AND RIVETED ON THE TOP OF A WHITE PAINTED IRON PIPE PROJECTING
 EU0288'1 FOOT ABOVE GROUND.
 EU0288
 EU0288                          STATION RECOVERY (1970)
 EU0288
 EU0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0288'MARK NOT FOUND.
 EU0288
 EU0288                          STATION RECOVERY (1981)
 EU0288
 EU0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0288'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3482 ***********************************************************************
 HS3482  DESIGNATION -  739.899
 HS3482  PID         -  HS3482
 HS3482  STATE/COUNTY-  CA/ALAMEDA
 HS3482  USGS QUAD   -  ALTAMONT (1981)
 HS3482
 HS3482                         *CURRENT SURVEY CONTROL
 HS3482  ___________________________________________________________________
 HS3482* NAD 83(1986)-  37 44 38.     (N)    121 39 45.     (W)     SCALED    
 HS3482* NAVD 88     -       226.33   (+/-2cm)     742.6    (feet)  VERTCON   
 HS3482  ___________________________________________________________________
 HS3482  GEOID HEIGHT-         -31.97  (meters)                     GEOID09
 HS3482  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3482
 HS3482.The horizontal coordinates were scaled from a topographic map and have
 HS3482.an estimated accuracy of +/- 6 seconds.
 HS3482.
 HS3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3482
 HS3482.The vertical order pertains to the NGVD 29 superseded value.
 HS3482
 HS3482.The geoid height was determined by GEOID09.
 HS3482
 HS3482;                    North         East    Units  Estimated Accuracy
 HS3482;SPC CA 3     -   638,680.    1,897,550.      MT  (+/- 180 meters Scaled)
 HS3482
 HS3482                          SUPERSEDED SURVEY CONTROL
 HS3482
 HS3482  NGVD 29 (??/??/??)  225.529  (m)          739.92   (f) ADJUSTED    1 1
 HS3482
 HS3482.Superseded values are not recommended for survey control.
 HS3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3482.See file dsdata.txt to determine how the superseded data were derived.
 HS3482
 HS3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG178782(NAD 83)
 HS3482
 HS3482_MARKER: P = PIPE CAP
 HS3482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3482_SP_SET: SHALLOW-SET PIPE
 HS3482_STAMPING: 739.899 B
 HS3482_MARK LOGO: USGS  
 HS3482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3482
 HS3482  HISTORY     - Date     Condition        Report By
 HS3482  HISTORY     - UNK      MONUMENTED       USGS
 HS3482  HISTORY     - 1964     GOOD             CGS
 HS3482  HISTORY     - 1965     GOOD             CGS
 HS3482  HISTORY     - 1974     GOOD             NGS
 HS3482
 HS3482                          STATION DESCRIPTION
 HS3482
 HS3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HS3482'AT ALTAMONT.
 HS3482'AT ALTAMONT ABOUT 300 FEET NORTHEAST OF THE SOUTHERN PACIFIC
 HS3482'COMPANY RAILROAD STATION SITE, 110 FEET EAST-SOUTHEAST OF AND
 HS3482'ACROSS THE TRACK FROM THE 5TH POLE NORTHEAST OF MILEPOLE 55,
 HS3482'40.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 HS3482'200 FEET NORTH-NORTHWEST OF THE WEST CORNER OF A UNION 76 GARAGE
 HS3482'AND STATION, 28 FEET NORTHEAST OF A TELEPHONE POLE, 1.0 FOOT
 HS3482'SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 HS3482'TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HS3482'0.3 FOOT ABOVE THE GROUND.
 HS3482
 HS3482                          STATION RECOVERY (1965)
 HS3482
 HS3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS3482'RECOVERED IN GOOD CONDITION.
 HS3482
 HS3482                          STATION RECOVERY (1974)
 HS3482
 HS3482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0984 ***********************************************************************
 JS0984  DESIGNATION -  86 USE
 JS0984  PID         -  JS0984
 JS0984  STATE/COUNTY-  CA/SACRAMENTO
 JS0984  USGS QUAD   -  RIO LINDA (1992)
 JS0984
 JS0984                         *CURRENT SURVEY CONTROL
 JS0984  ___________________________________________________________________
 JS0984* NAD 83(1986)-  38 38 58.     (N)    121 23 36.     (W)     SCALED    
 JS0984* NAVD 88     -        22.735  (meters)      74.59   (feet)  ADJUSTED  
 JS0984  ___________________________________________________________________
 JS0984  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 JS0984  DYNAMIC HT  -          22.720 (meters)      74.54  (feet)  COMP
 JS0984  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JS0984
 JS0984  VERT ORDER  -  FIRST     CLASS I
 JS0984
 JS0984.The horizontal coordinates were scaled from a topographic map and have
 JS0984.an estimated accuracy of +/- 6 seconds.
 JS0984.
 JS0984.The orthometric height was determined by differential leveling and
 JS0984.adjusted in June 1991.
 JS0984
 JS0984.The geoid height was determined by GEOID09.
 JS0984
 JS0984.The dynamic height is computed by dividing the NAVD 88
 JS0984.geopotential number by the normal gravity value computed on the
 JS0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0984.degrees latitude (g = 980.6199 gals.).
 JS0984
 JS0984.The modeled gravity was interpolated from observed gravity values.
 JS0984
 JS0984;                    North         East    Units  Estimated Accuracy
 JS0984;SPC CA 2     -   609,270.    2,052,810.      MT  (+/- 180 meters Scaled)
 JS0984
 JS0984                          SUPERSEDED SURVEY CONTROL
 JS0984
 JS0984  NGVD 29 (??/??/??)   21.97   (m)           72.1    (f) RESET       3  
 JS0984
 JS0984.Superseded values are not recommended for survey control.
 JS0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0984.See file dsdata.txt to determine how the superseded data were derived.
 JS0984
 JS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH398791(NAD 83)
 JS0984
 JS0984_MARKER: DD = SURVEY DISK
 JS0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0984_SP_SET: CONCRETE BLOCK
 JS0984_STAMPING: 86 72.32
 JS0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0984+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 JS0984
 JS0984  HISTORY     - Date     Condition        Report By
 JS0984  HISTORY     - UNK      MONUMENTED       DOD
 JS0984  HISTORY     - 1969     GOOD             CGS
 JS0984  HISTORY     - 20040413 GOOD             CADT
 JS0984
 JS0984                          STATION DESCRIPTION
 JS0984
 JS0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0984'5.6 MI NE FROM SACRAMENTO.
 JS0984'5.65 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0984'FROM ELVAS TOWER AT SACRAMENTO, 0.5 MILE NORTHEAST OF MILEPOLE
 JS0984'97, AT THE CROSSING OF A POWER LINE, 6 1/2 RAILS SOUTHWEST OF
 JS0984'PLANEHAVEN SIDING SIGN, DIRECTLY SOUTHEAST OF A POINT WHERE THE
 JS0984'SOUTHWEST SIDE OF FRAME BUILDING 475D JOINS THE NORTHEAST SIDE
 JS0984'OF CONCRETE BUILDING 475E OF MC CLELLAN AIR FORCE BASE, IN THE
 JS0984'TOP OF A CONCRETE BLOCK FLUSH WITH THE GROUND, 80.1 FEET
 JS0984'NORTHWEST AND ACROSS THE SPUR TRACK FROM THE NORTHWEST RAIL
 JS0984'OF THE SOUTHWEST MAIN TRACK, 33.2 FEET NORTHWEST OF THE NORTHWEST
 JS0984'RAIL OF THE SPUR TRACK, 21.5 FEET NORTHEAST OF THE NORTHEAST
 JS0984'BOUNDARY FENCE OF THE A.F.B., 32 FEET NORTHEAST OF TELEPHONE
 JS0984'POLE 312, 1.3 FEET NORTHEAST OF A WOODEN WITNESS POST, 1.0
 JS0984'FOOT SOUTHWEST OF A WITNESS POST.
 JS0984
 JS0984                          STATION RECOVERY (2004)
 JS0984
 JS0984'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0984'MULTIPATH SOURCES NEARBY
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0277 ***********************************************************************
 HT0277  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0277  DESIGNATION -  941 4711 TIDAL 2
 HT0277  PID         -  HT0277
 HT0277  STATE/COUNTY-  CA/ALAMEDA
 HT0277  USGS QUAD   -  SAN LEANDRO (1993)
 HT0277
 HT0277                         *CURRENT SURVEY CONTROL
 HT0277  ___________________________________________________________________
 HT0277* NAD 83(1986)-  37 43 50.     (N)    122 12 36.     (W)     SCALED    
 HT0277* NAVD 88     -         1.639  (meters)       5.38   (feet)  ADJUSTED  
 HT0277  ___________________________________________________________________
 HT0277  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0277  DYNAMIC HT  -           1.638 (meters)       5.37  (feet)  COMP
 HT0277  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 HT0277
 HT0277  VERT ORDER  -  FIRST     CLASS II
 HT0277
 HT0277.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0277
 HT0277.The horizontal coordinates were scaled from a topographic map and have
 HT0277.an estimated accuracy of +/- 6 seconds.
 HT0277.
 HT0277.The orthometric height was determined by differential leveling and
 HT0277.adjusted in June 1991.
 HT0277
 HT0277.This Tidal Bench Mark is designated as VM 8388
 HT0277.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0277
 HT0277.The geoid height was determined by GEOID09.
 HT0277
 HT0277.The dynamic height is computed by dividing the NAVD 88
 HT0277.geopotential number by the normal gravity value computed on the
 HT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0277.degrees latitude (g = 980.6199 gals.).
 HT0277
 HT0277.The modeled gravity was interpolated from observed gravity values.
 HT0277
 HT0277;                    North         East    Units  Estimated Accuracy
 HT0277;SPC CA 3     -   637,950.    1,849,280.      MT  (+/- 180 meters Scaled)
 HT0277
 HT0277                          SUPERSEDED SURVEY CONTROL
 HT0277
 HT0277  NGVD 29 (10/21/93)    0.814  (m)            2.67   (f) ADJUSTED    1 2
 HT0277
 HT0277.Superseded values are not recommended for survey control.
 HT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0277.See file dsdata.txt to determine how the superseded data were derived.
 HT0277
 HT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG696762(NAD 83)
 HT0277
 HT0277_MARKER: DJ = TIDAL STATION DISK
 HT0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0277_SP_SET: HANGAR DOOR BUMPER
 HT0277_STAMPING: 2 1936
 HT0277_MARK LOGO: CGS   
 HT0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0277+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1988
 HT0277
 HT0277  HISTORY     - Date     Condition        Report By
 HT0277  HISTORY     - 1936     MONUMENTED       CGS
 HT0277  HISTORY     - 1964     GOOD             CGS
 HT0277  HISTORY     - 19880928 GOOD             NGS
 HT0277
 HT0277                          STATION DESCRIPTION
 HT0277
 HT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT0277'AT OAKLAND MUN AIRPORT.
 HT0277'AT OAKLAND MUNICIPAL AIRPORT, IN R3W, T2S, ALONG EARHART DRIVE,
 HT0277'AT THE NORTH CORNER OF HANGER 4 (BUILDING 410), IN TOP OF AN
 HT0277'1 1/2 BY 2 1/2 FOOT CONCRETE BUMPER POST FOR A HANGER DOOR, 11.4
 HT0277'FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE DRIVE, 3.1 FEET
 HT0277'NORTHWEST OF THE NORTH CORNER OF THE HANGAR, AND ABOUT 2 1/2
 HT0277'FEET HIGHER THAN THE GROUND.
 HT0277
 HT0277                          STATION RECOVERY (1988)
 HT0277
 HT0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0279 ***********************************************************************
 HT0279  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0279  DESIGNATION -  941 4711 TIDAL 3
 HT0279  PID         -  HT0279
 HT0279  STATE/COUNTY-  CA/ALAMEDA
 HT0279  USGS QUAD   -  SAN LEANDRO (1993)
 HT0279
 HT0279                         *CURRENT SURVEY CONTROL
 HT0279  ___________________________________________________________________
 HT0279* NAD 83(1986)-  37 43 45.     (N)    122 12 32.     (W)     SCALED    
 HT0279* NAVD 88     -         1.996  (meters)       6.55   (feet)  ADJUSTED  
 HT0279  ___________________________________________________________________
 HT0279  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0279  DYNAMIC HT  -           1.995 (meters)       6.55  (feet)  COMP
 HT0279  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 HT0279
 HT0279  VERT ORDER  -  FIRST     CLASS II
 HT0279
 HT0279.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0279
 HT0279.The horizontal coordinates were scaled from a topographic map and have
 HT0279.an estimated accuracy of +/- 6 seconds.
 HT0279.
 HT0279.The orthometric height was determined by differential leveling and
 HT0279.adjusted in June 1991.
 HT0279
 HT0279.This Tidal Bench Mark is designated as VM 8389
 HT0279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0279
 HT0279.The geoid height was determined by GEOID09.
 HT0279
 HT0279.The dynamic height is computed by dividing the NAVD 88
 HT0279.geopotential number by the normal gravity value computed on the
 HT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0279.degrees latitude (g = 980.6199 gals.).
 HT0279
 HT0279.The modeled gravity was interpolated from observed gravity values.
 HT0279
 HT0279;                    North         East    Units  Estimated Accuracy
 HT0279;SPC CA 3     -   637,790.    1,849,370.      MT  (+/- 180 meters Scaled)
 HT0279
 HT0279                          SUPERSEDED SURVEY CONTROL
 HT0279
 HT0279  NGVD 29 (10/21/93)    1.171  (m)            3.84   (f) ADJUSTED    1 2
 HT0279
 HT0279.Superseded values are not recommended for survey control.
 HT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0279.See file dsdata.txt to determine how the superseded data were derived.
 HT0279
 HT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG697760(NAD 83)
 HT0279
 HT0279_MARKER: DJ = TIDAL STATION DISK
 HT0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0279_SP_SET: HANGAR DOOR BUMPER
 HT0279_STAMPING: 3 1936
 HT0279_MARK LOGO: CGS   
 HT0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0279+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1988
 HT0279
 HT0279  HISTORY     - Date     Condition        Report By
 HT0279  HISTORY     - 1936     MONUMENTED       CGS
 HT0279  HISTORY     - 1956     GOOD             CGS
 HT0279  HISTORY     - 1963     GOOD             CGS
 HT0279  HISTORY     - 1983     GOOD             USGS
 HT0279  HISTORY     - 19880928 GOOD             NGS
 HT0279
 HT0279                          STATION DESCRIPTION
 HT0279
 HT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0279'AT OAKLAND MUN AIRPORT.
 HT0279'AT OAKLAND MUNICIPAL AIRPORT, IN R3W T2S, ALONG EARHART DRIVE, AT
 HT0279'THE NORTH CORNER OF HANGAR 3 (BUILDING 310)8 IN TOP OF AN
 HT0279'1 1/2- BY 2 1/2-FOOT CONCRETE BUMPER POST FOR THE HANGAR DOOR,
 HT0279'11.6 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE DRIVE, 3.0
 HT0279'FEET NORTHWEST OF THE NORTH CORNER OF THE HANGAR, AND ABOUT
 HT0279'2 1/2 FEET HIGHER THAN THE GROUND.
 HT0279
 HT0279                          STATION RECOVERY (1963)
 HT0279
 HT0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0279'RECOVERED IN GOOD CONDITION.
 HT0279
 HT0279                          STATION RECOVERY (1983)
 HT0279
 HT0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 HT0279'RECOVERED IN GOOD CONDITION.
 HT0279
 HT0279                          STATION RECOVERY (1988)
 HT0279
 HT0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0255 ***********************************************************************
 HT0255  DESIGNATION -  941 4711 TIDAL 5
 HT0255  PID         -  HT0255
 HT0255  STATE/COUNTY-  CA/ALAMEDA
 HT0255  USGS QUAD   -  SAN LEANDRO (1993)
 HT0255
 HT0255                         *CURRENT SURVEY CONTROL
 HT0255  ___________________________________________________________________
 HT0255* NAD 83(1986)-  37 43 55.     (N)    122 11 20.     (W)     SCALED    
 HT0255* NAVD 88     -         4.309  (meters)      14.14   (feet)  ADJUSTED  
 HT0255  ___________________________________________________________________
 HT0255  GEOID HEIGHT-         -32.42  (meters)                     GEOID09
 HT0255  DYNAMIC HT  -           4.306 (meters)      14.13  (feet)  COMP
 HT0255  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 HT0255
 HT0255  VERT ORDER  -  FIRST     CLASS II
 HT0255
 HT0255.The horizontal coordinates were scaled from a topographic map and have
 HT0255.an estimated accuracy of +/- 6 seconds.
 HT0255.
 HT0255.The orthometric height was determined by differential leveling and
 HT0255.adjusted in June 1991.
 HT0255
 HT0255.The geoid height was determined by GEOID09.
 HT0255
 HT0255.The dynamic height is computed by dividing the NAVD 88
 HT0255.geopotential number by the normal gravity value computed on the
 HT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0255.degrees latitude (g = 980.6199 gals.).
 HT0255
 HT0255.The modeled gravity was interpolated from observed gravity values.
 HT0255
 HT0255;                    North         East    Units  Estimated Accuracy
 HT0255;SPC CA 3     -   638,070.    1,851,140.      MT  (+/- 180 meters Scaled)
 HT0255
 HT0255                          SUPERSEDED SURVEY CONTROL
 HT0255
 HT0255  NGVD 29 (10/21/93)    3.484  (m)           11.43   (f) ADJUSTED    1 2
 HT0255
 HT0255.Superseded values are not recommended for survey control.
 HT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0255.See file dsdata.txt to determine how the superseded data were derived.
 HT0255
 HT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG714763(NAD 83)
 HT0255
 HT0255_MARKER: DJ = TIDAL STATION DISK
 HT0255_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HT0255_SP_SET: TOWER FOUNDATION
 HT0255_STAMPING: 5 1936
 HT0255_MARK LOGO: CGS   
 HT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0255+STABILITY: SURFACE MOTION
 HT0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0255+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1988
 HT0255
 HT0255  HISTORY     - Date     Condition        Report By
 HT0255  HISTORY     - 1936     MONUMENTED       CGS
 HT0255  HISTORY     - 1956     GOOD             CGS
 HT0255  HISTORY     - 1963     GOOD             CGS
 HT0255  HISTORY     - 19880928 GOOD             NGS
 HT0255
 HT0255                          STATION DESCRIPTION
 HT0255
 HT0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0255'0.6 MI SW FROM ELMHURST.
 HT0255'0.6 MILE SOUTHWEST ALONG 98TH AVENUE FROM THE SOUTHERN PACIFIC
 HT0255'COMPANY RAILROAD STATION AT ELMHURST, 0.7 MILE NORTHEAST ALONG
 HT0255'JONES AVENUE FROM THE MAIN ENTRANCE TO THE OAKLAND MUNICIPAL
 HT0255'AIRPORT, IN T2S R3W, ABOUT 40 YARDS NORTHWEST OF THE WEST
 HT0255'CORNER OF CONCRETE BRIDGE 33-110 OVER THE EASTSHORE FREEWAY,
 HT0255'AT THE CROSSING OF A STEEL TOWER TRANSMISSION LINE, IN THE
 HT0255'TOP OF THE EAST CORNER OF THE CONCRETE FOUNDATION FOR THE EAST
 HT0255'STEEL LEG OF THE NORTHEAST ONE OF TWO STEEL TOWERS, 135.6 FEET
 HT0255'SOUTHWEST OF THE SOUTHWEST EDGE OF THE FREEWAY, 123 FEET
 HT0255'NORTHWEST OF THE CENTER LINE OF THE AVENUE, ABOUT 25 FEET LOWER
 HT0255'THAN JONES AVENUE, AND ABOUT LEVEL WITH THE FREEWAY.
 HT0255
 HT0255                          STATION RECOVERY (1963)
 HT0255
 HT0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0255'RECOVERED IN GOOD CONDITION.
 HT0255
 HT0255                          STATION RECOVERY (1988)
 HT0255
 HT0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0255'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 HT0255'CHANGE--JONES AVENUE TO 98TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0393 ***********************************************************************
 HS0393  TIDAL BM    -  This is a Tidal Bench Mark.
 HS0393  DESIGNATION -  941 4883 TIDAL 1
 HS0393  PID         -  HS0393
 HS0393  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0393  USGS QUAD   -  STOCKTON WEST (1987)
 HS0393
 HS0393                         *CURRENT SURVEY CONTROL
 HS0393  ___________________________________________________________________
 HS0393* NAD 83(1986)-  37 57 28.     (N)    121 17 30.     (W)     SCALED    
 HS0393* NAVD 88     -         4.245  (meters)      13.93   (feet)  ADJUSTED  
 HS0393  ___________________________________________________________________
 HS0393  GEOID HEIGHT-         -31.86  (meters)                     GEOID09
 HS0393  DYNAMIC HT  -           4.243 (meters)      13.92  (feet)  COMP
 HS0393  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HS0393
 HS0393  VERT ORDER  -  FIRST     CLASS II
 HS0393
 HS0393.The horizontal coordinates were scaled from a topographic map and have
 HS0393.an estimated accuracy of +/- 6 seconds.
 HS0393.
 HS0393.The orthometric height was determined by differential leveling and
 HS0393.adjusted in June 1991.
 HS0393
 HS0393.This Tidal Bench Mark is designated as VM 8484
 HS0393.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HS0393
 HS0393.Photographs are available for this station.
 HS0393
 HS0393.The geoid height was determined by GEOID09.
 HS0393
 HS0393.The dynamic height is computed by dividing the NAVD 88
 HS0393.geopotential number by the normal gravity value computed on the
 HS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0393.degrees latitude (g = 980.6199 gals.).
 HS0393
 HS0393.The modeled gravity was interpolated from observed gravity values.
 HS0393
 HS0393;                    North         East    Units  Estimated Accuracy
 HS0393;SPC CA 3     -   662,080.    1,930,430.      MT  (+/- 180 meters Scaled)
 HS0393
 HS0393                          SUPERSEDED SURVEY CONTROL
 HS0393
 HS0393  NGVD 29 (??/??/92)    3.83   (m)           12.6    (f) COMPUTED    1 2
 HS0393
 HS0393.Superseded values are not recommended for survey control.
 HS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0393.See file dsdata.txt to determine how the superseded data were derived.
 HS0393
 HS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH500025(NAD 83)
 HS0393
 HS0393_MARKER: DJ = TIDAL STATION DISK
 HS0393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HS0393+WITH SETTING: PAVEMENT
 HS0393_SP_SET: STEP
 HS0393_STAMPING: BM 1 1932
 HS0393_MARK LOGO: CGS   
 HS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0393+STABILITY: SURFACE MOTION
 HS0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS0393+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2011
 HS0393
 HS0393  HISTORY     - Date     Condition        Report By
 HS0393  HISTORY     - 1932     MONUMENTED       CGS
 HS0393  HISTORY     - 1960     GOOD             CGS
 HS0393  HISTORY     - 1967     GOOD             CGS
 HS0393  HISTORY     - 1987     GOOD             NGS
 HS0393  HISTORY     - 20011221 GOOD             CONDOR
 HS0393  HISTORY     - 20110118 GOOD             OLSSON
 HS0393
 HS0393                          STATION DESCRIPTION
 HS0393
 HS0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HS0393'AT STOCKTON.
 HS0393'AT STOCKTON, ON WEST FREMONT STREET BETWEEN NORTH EL DORADO AND
 HS0393'NORTH CENTER STREETS, AT THE NORTH ENTRANCE TO THE CITY HALL,
 HS0393'IN TOP OF THE EAST END OF THE LOWEST STEP AT THE NORTH ENTRANCE,
 HS0393'0.3 FOOT WEST OF THE NORTHWEST CORNER OF THE EAST CONCRETE
 HS0393'BALUSTRADE POST, AND 0.2 FOOT HIGHER THAN THE SIDEWALK.
 HS0393
 HS0393                          STATION RECOVERY (1967)
 HS0393
 HS0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0393'RECOVERED IN GOOD CONDITION.
 HS0393
 HS0393                          STATION RECOVERY (1987)
 HS0393
 HS0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0393'RECOVERED IN GOOD CONDITION.
 HS0393
 HS0393                          STATION RECOVERY (2001)
 HS0393
 HS0393'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 HS0393'THE POLICE AND FIRE ALARM CONTROL STATION IS NOW THE STOCKTON SAN
 HS0393'JOAQUIN CONVENTION AND VISITORS BUREAU.
 HS0393
 HS0393                          STATION RECOVERY (2011)
 HS0393
 HS0393'RECOVERY NOTE BY OLSSON ASSOCIATES 2011 (NC)
 HS0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0396 ***********************************************************************
 HS0396  TIDAL BM    -  This is a Tidal Bench Mark.
 HS0396  DESIGNATION -  941 4883 TIDAL 2
 HS0396  PID         -  HS0396
 HS0396  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0396  USGS QUAD   -  STOCKTON WEST (1987)
 HS0396
 HS0396                         *CURRENT SURVEY CONTROL
 HS0396  ___________________________________________________________________
 HS0396* NAD 83(1986)-  37 57 30.     (N)    121 17 33.     (W)     SCALED    
 HS0396* NAVD 88     -         4.411  (meters)      14.47   (feet)  ADJUSTED  
 HS0396  ___________________________________________________________________
 HS0396  GEOID HEIGHT-         -31.86  (meters)                     GEOID09
 HS0396  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 HS0396  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 HS0396
 HS0396  VERT ORDER  -  FIRST     CLASS II
 HS0396
 HS0396.The horizontal coordinates were scaled from a topographic map and have
 HS0396.an estimated accuracy of +/- 6 seconds.
 HS0396.
 HS0396.The orthometric height was determined by differential leveling and
 HS0396.adjusted in June 1991.
 HS0396
 HS0396.This Tidal Bench Mark is designated as VM 8485
 HS0396.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HS0396
 HS0396.Photographs are available for this station.
 HS0396
 HS0396.The geoid height was determined by GEOID09.
 HS0396
 HS0396.The dynamic height is computed by dividing the NAVD 88
 HS0396.geopotential number by the normal gravity value computed on the
 HS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0396.degrees latitude (g = 980.6199 gals.).
 HS0396
 HS0396.The modeled gravity was interpolated from observed gravity values.
 HS0396
 HS0396;                    North         East    Units  Estimated Accuracy
 HS0396;SPC CA 3     -   662,140.    1,930,360.      MT  (+/- 180 meters Scaled)
 HS0396
 HS0396                          SUPERSEDED SURVEY CONTROL
 HS0396
 HS0396  NGVD 29 (??/??/92)    3.94   (m)           12.9    (f) COMPUTED    1 2
 HS0396
 HS0396.Superseded values are not recommended for survey control.
 HS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0396.See file dsdata.txt to determine how the superseded data were derived.
 HS0396
 HS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH500025(NAD 83)
 HS0396
 HS0396_MARKER: DJ = TIDAL STATION DISK
 HS0396_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HS0396+WITH SETTING: PAVEMENT
 HS0396_SP_SET: STEPS
 HS0396_STAMPING: BM 2 1932
 HS0396_MARK LOGO: CGS   
 HS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0396+STABILITY: SURFACE MOTION
 HS0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS0396+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2001
 HS0396
 HS0396  HISTORY     - Date     Condition        Report By
 HS0396  HISTORY     - 1932     MONUMENTED       CGS
 HS0396  HISTORY     - 1951     GOOD             CGS
 HS0396  HISTORY     - 1967     GOOD             CGS
 HS0396  HISTORY     - 1987     GOOD             NGS
 HS0396  HISTORY     - 20011221 GOOD             CONDOR
 HS0396
 HS0396                          STATION DESCRIPTION
 HS0396
 HS0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HS0396'AT STOCKTON.
 HS0396'AT STOCKTON, ON WEST FREMONT STREET BETWEEN NORTH COMMERCE AND
 HS0396'NORTH CENTER STREETS, AT THE EAST ENTRANCE TO THE POLICE AND FIRE
 HS0396'ALARM CONTROL STATION, IN THE TOP OF THE SOUTH END OF THE LOWEST
 HS0396'STEP, AND SET 0.7 FEET HIGHER THAN THE SIDEWALK.
 HS0396
 HS0396                          STATION RECOVERY (1967)
 HS0396
 HS0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0396'RECOVERED IN GOOD CONDITION.
 HS0396
 HS0396                          STATION RECOVERY (1987)
 HS0396
 HS0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0396'RECOVERED IN GOOD CONDITION.
 HS0396
 HS0396                          STATION RECOVERY (2001)
 HS0396
 HS0396'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 HS0396'THE POLICE AND FIRE ALARM CONTROL STATION IS NOW THE STOCKTON SAN
 HS0396'JOAQUIN CONVENTION AND VISITORS BUREAU.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0054 ***********************************************************************
 FT0054  DESIGNATION -  A 163
 FT0054  PID         -  FT0054
 FT0054  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0054  USGS QUAD   -  BAKER (1983)
 FT0054
 FT0054                         *CURRENT SURVEY CONTROL
 FT0054  ___________________________________________________________________
 FT0054* NAD 83(1986)-  35 19 37.     (N)    116 04 47.     (W)     SCALED    
 FT0054* NAVD 88     -       282.399  (meters)     926.50   (feet)  ADJUSTED  
 FT0054  ___________________________________________________________________
 FT0054  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 FT0054  DYNAMIC HT  -         282.114 (meters)     925.57  (feet)  COMP
 FT0054  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 FT0054
 FT0054  VERT ORDER  -  FIRST     CLASS II
 FT0054
 FT0054.The horizontal coordinates were scaled from a topographic map and have
 FT0054.an estimated accuracy of +/- 6 seconds.
 FT0054.
 FT0054.The orthometric height was determined by differential leveling and
 FT0054.adjusted in June 1991.
 FT0054
 FT0054.The geoid height was determined by GEOID09.
 FT0054
 FT0054.The dynamic height is computed by dividing the NAVD 88
 FT0054.geopotential number by the normal gravity value computed on the
 FT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0054.degrees latitude (g = 980.6199 gals.).
 FT0054
 FT0054.The modeled gravity was interpolated from observed gravity values.
 FT0054
 FT0054;                    North         East    Units  Estimated Accuracy
 FT0054;SPC CA 5     -   704,330.    2,174,580.      MT  (+/- 180 meters Scaled)
 FT0054
 FT0054                          SUPERSEDED SURVEY CONTROL
 FT0054
 FT0054  NGVD 29 (05/01/91)  281.728  (m)          924.30   (f) ADJUSTED    1 2
 FT0054
 FT0054.Superseded values are not recommended for survey control.
 FT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0054.See file dsdata.txt to determine how the superseded data were derived.
 FT0054
 FT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV836096(NAD 83)
 FT0054
 FT0054_MARKER: DB = BENCH MARK DISK
 FT0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0054_STAMPING: A 163 1933 924.690
 FT0054_MARK LOGO: CGS   
 FT0054_PROJECTION: PROJECTING 25 CENTIMETERS
 FT0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0054+STABILITY: SURFACE MOTION
 FT0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0054+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2010
 FT0054
 FT0054  HISTORY     - Date     Condition        Report By
 FT0054  HISTORY     - 1933     MONUMENTED       CGS
 FT0054  HISTORY     - 1945     GOOD             CGS
 FT0054  HISTORY     - 1982     GOOD             NGS
 FT0054  HISTORY     - 20100307 GOOD             GEOCAC
 FT0054
 FT0054                          STATION DESCRIPTION
 FT0054
 FT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0054'4.2 MI N FROM BAKER.
 FT0054'ALONG STATE HIGHWAY 127, 4.2 MILES NORTH OF THE OLD RAILROAD
 FT0054'STATION AT BAKER, 3.9 MILES SOUTHEAST OF THE OLD RAILROAD STATION
 FT0054'AT SILVER LAKE, 1.25 MILES SOUTH OF THE CIVIL AERONAUTICS
 FT0054'ADMINISTRATION BUILDING AT SILVER LAKE INTERMEDIATE FIELD, 0.1
 FT0054'MILE SOUTH OF CURVE IN THE HIGHWAY, BETWEEN THE HIGHWAY AND THE
 FT0054'OLD RAILROAD BED, 92.3 FEET WEST OF OLD RAILROAD MILE POST NO.
 FT0054'46, 44.0 FEET WEST OF THE CENTER OF ABANDONED RAILROAD BED, 1.4
 FT0054'FEET NORTH OF REFERENCE POST, A BENCH MARK DISK SET IN THE TOP
 FT0054'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 FT0054
 FT0054                          STATION RECOVERY (1982)
 FT0054
 FT0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0054'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FT0054'6.85 KM (4.35 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT0054'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, 0.5 KM (0.3 MI) NORTH
 FT0054'OF MILEPOST 4, 159 METERS (524 FT) SOUTH OF THE SOUTH END OF A CURVE,
 FT0054'30.8 METERS (101 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.4
 FT0054'METERS (44 FT) WEST OF THE CENTER OF AN OLD RAILROAD GRADE.
 FT0054'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 FT0054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FT0054
 FT0054                          STATION RECOVERY (2010)
 FT0054
 FT0054'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 FT0054'HH2   351935.8 1160450.6
 FT0054' 
 FT0054' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2644 ***********************************************************************
 GU2644  DESIGNATION -  A 250 RESET 1945
 GU2644  PID         -  GU2644
 GU2644  STATE/COUNTY-  CA/SAN BENITO
 GU2644  USGS QUAD   -  SAN FELIPE (1971)
 GU2644
 GU2644                         *CURRENT SURVEY CONTROL
 GU2644  ___________________________________________________________________
 GU2644* NAD 83(1986)-  36 54 32.     (N)    121 27 43.     (W)     SCALED    
 GU2644* NAVD 88     -        56.07   (+/-2cm)     184.0    (feet)  VERTCON   
 GU2644  ___________________________________________________________________
 GU2644  GEOID HEIGHT-         -33.06  (meters)                     GEOID09
 GU2644  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2644
 GU2644.The horizontal coordinates were scaled from a topographic map and have
 GU2644.an estimated accuracy of +/- 6 seconds.
 GU2644.
 GU2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2644
 GU2644.The vertical order pertains to the NGVD 29 superseded value.
 GU2644
 GU2644.The geoid height was determined by GEOID09.
 GU2644
 GU2644;                    North         East    Units  Estimated Accuracy
 GU2644;SPC CA 4     -   677,640.    1,780,630.      MT  (+/- 180 meters Scaled)
 GU2644
 GU2644                          SUPERSEDED SURVEY CONTROL
 GU2644
 GU2644  NGVD 29 (??/??/92)   55.213  (m)          181.14   (f) ADJ UNCH    1 2
 GU2644
 GU2644.Superseded values are not recommended for survey control.
 GU2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2644.See file dsdata.txt to determine how the superseded data were derived.
 GU2644
 GU2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF370858(NAD 83)
 GU2644
 GU2644_MARKER: DB = BENCH MARK DISK
 GU2644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2644_SP_SET: CULVERT
 GU2644_STAMPING: A 250 RESET 1945
 GU2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2644
 GU2644  HISTORY     - Date     Condition        Report By
 GU2644  HISTORY     - 1945     MONUMENTED       CGS
 GU2644  HISTORY     - 1948     GOOD             CGS
 GU2644
 GU2644                          STATION DESCRIPTION
 GU2644
 GU2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2644'5.4 MI NW FROM HOLLISTER.
 GU2644'5.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 GU2644'THE COURTHOUSE AT HOLLISTER, 6-1/2 POLES NORTHWEST OF MILEPOST
 GU2644'90, AT CULVERT 89.55, IN THE TOP OF THE SOUTHEAST END OF THE
 GU2644'SOUTHWEST CONCRETE HEADWALL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0045 ***********************************************************************
 DY0045  DESIGNATION -  A 6 USGS
 DY0045  PID         -  DY0045
 DY0045  STATE/COUNTY-  CA/ORANGE
 DY0045  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0045
 DY0045                         *CURRENT SURVEY CONTROL
 DY0045  ___________________________________________________________________
 DY0045* NAD 83(1986)-  33 49 52.     (N)    118 03 47.     (W)     SCALED    
 DY0045* NAVD 88     -        13.01   (+/-2cm)      42.7    (feet)  VERTCON   
 DY0045  ___________________________________________________________________
 DY0045  GEOID HEIGHT-         -35.63  (meters)                     GEOID09
 DY0045  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0045
 DY0045.The horizontal coordinates were scaled from a topographic map and have
 DY0045.an estimated accuracy of +/- 6 seconds.
 DY0045.
 DY0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0045
 DY0045.The vertical order pertains to the NGVD 29 superseded value.
 DY0045
 DY0045.The geoid height was determined by GEOID09.
 DY0045
 DY0045;                    North         East    Units  Estimated Accuracy
 DY0045;SPC CA 6     -   686,060.    1,832,180.      MT  (+/- 180 meters Scaled)
 DY0045
 DY0045                          SUPERSEDED SURVEY CONTROL
 DY0045
 DY0045  NGVD 29 (??/??/92)   12.288  (m)           40.31   (f) ADJ UNCH    1 2
 DY0045
 DY0045.Superseded values are not recommended for survey control.
 DY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0045.See file dsdata.txt to determine how the superseded data were derived.
 DY0045
 DY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016439(NAD 83)
 DY0045
 DY0045_MARKER: DD = SURVEY DISK
 DY0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0045_SP_SET: BRIDGE ABUTMENT
 DY0045_STAMPING: BM A 6 REFERENCE SET 1941
 DY0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0045
 DY0045  HISTORY     - Date     Condition        Report By
 DY0045  HISTORY     - 1941     MONUMENTED       CA-037
 DY0045  HISTORY     - 1945     GOOD             CGS
 DY0045  HISTORY     - 1961     GOOD             CGS
 DY0045  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0045
 DY0045                          STATION DESCRIPTION
 DY0045
 DY0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0045'2.8 MI SE FROM ARTESIA.
 DY0045'1.0 MILE EAST ALONG ORANGETHORPE AVENUE FROM ARTESIA, THENCE
 DY0045'1.8 MILES SOUTH ALONG BLOOMFIELD AVENUE, SET AT INTERSECTION
 DY0045'OF BLOOMFIELD AVE. AND CARSON AVENUE, IN THE NORTH CORNER OF THE
 DY0045'WEST ABUTMENT OF BRIDGE NO. BR.55-174 OVER COOTE CREEK, 92.7
 DY0045'FEET EAST OF CENTER-LINE OF BLOOMFIELD, 25.5 FEET NORTH OF
 DY0045'CENTER-LINE OF CARSON.  A USGS BRONZE DISK, STAMPED BM A 6
 DY0045'REFERENCE SET 1941.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 DY0045'BY THE LOS ANGELES COUNTY SURVEYOR IN THE SUMMER OF 1941.
 DY0045
 DY0045                          STATION RECOVERY (1961)
 DY0045
 DY0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY0045'RECOVERED IN GOOD CONDITION.
 DY0045
 DY0045                          STATION RECOVERY (2004)
 DY0045
 DY0045'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2019 ***********************************************************************
 GU2019  DESIGNATION -  A 697
 GU2019  PID         -  GU2019
 GU2019  STATE/COUNTY-  CA/MONTEREY
 GU2019  USGS QUAD   -  SALINAS (1984)
 GU2019
 GU2019                         *CURRENT SURVEY CONTROL
 GU2019  ___________________________________________________________________
 GU2019* NAD 83(1986)-  36 41 05.     (N)    121 39 08.     (W)     SCALED    
 GU2019* NAVD 88     -        19.18   (+/-2cm)      62.9    (feet)  VERTCON   
 GU2019  ___________________________________________________________________
 GU2019  GEOID HEIGHT-         -33.79  (meters)                     GEOID09
 GU2019  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2019
 GU2019.The horizontal coordinates were scaled from a topographic map and have
 GU2019.an estimated accuracy of +/- 6 seconds.
 GU2019.
 GU2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2019
 GU2019.The vertical order pertains to the NGVD 29 superseded value.
 GU2019
 GU2019.The geoid height was determined by GEOID09.
 GU2019
 GU2019;                    North         East    Units  Estimated Accuracy
 GU2019;SPC CA 4     -   653,230.    1,762,990.      MT  (+/- 180 meters Scaled)
 GU2019
 GU2019                          SUPERSEDED SURVEY CONTROL
 GU2019
 GU2019  NGVD 29 (??/??/92)   18.34   (m)           60.2    (f) COMPUTED    1 2
 GU2019
 GU2019.Superseded values are not recommended for survey control.
 GU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2019.See file dsdata.txt to determine how the superseded data were derived.
 GU2019
 GU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF204607(NAD 83)
 GU2019
 GU2019_MARKER: DB = BENCH MARK DISK
 GU2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2019_STAMPING: A 697 1943
 GU2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2019+STABILITY: SURFACE MOTION
 GU2019
 GU2019  HISTORY     - Date     Condition        Report By
 GU2019  HISTORY     - 1943     MONUMENTED       CGS
 GU2019  HISTORY     - 1945     GOOD             CGS
 GU2019
 GU2019                          STATION DESCRIPTION
 GU2019
 GU2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GU2019'0.5 MI N FROM SALINAS.
 GU2019'AT SALINAS, 0.5 MILE NORTH ALONG U.S. HIGHWAY NO. 101 FROM THE
 GU2019'SOUTHERN PACIFIC CO. RAILROAD STATION, 52.6 FEET WEST OF
 GU2019'CENTER-LINE OF HIGHWAY, 46.4 FEET SOUTH-SOUTHWEST OF TELEPHONE
 GU2019'POLE NO. 19, 1.4 FEET NORTHEAST OF HEDGE ROW, 1.6 FEET SOUTHEAST
 GU2019'OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A
 GU2019'PRECAST CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0357 ***********************************************************************
 LV0357  DESIGNATION -  A 735
 LV0357  PID         -  LV0357
 LV0357  STATE/COUNTY-  CA/HUMBOLDT
 LV0357  USGS QUAD   -  EUREKA (1972)
 LV0357
 LV0357                         *CURRENT SURVEY CONTROL
 LV0357  ___________________________________________________________________
 LV0357* NAD 83(1986)-  40 46 46.     (N)    124 12 30.     (W)     SCALED    
 LV0357* NAVD 88     -         4.021  (meters)      13.19   (feet)  ADJUSTED  
 LV0357  ___________________________________________________________________
 LV0357  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 LV0357  DYNAMIC HT  -           4.019 (meters)      13.19  (feet)  COMP
 LV0357  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 LV0357
 LV0357  VERT ORDER  -  FIRST     CLASS II
 LV0357
 LV0357.The horizontal coordinates were scaled from a topographic map and have
 LV0357.an estimated accuracy of +/- 6 seconds.
 LV0357.
 LV0357.The orthometric height was determined by differential leveling and
 LV0357.adjusted in June 1991.
 LV0357
 LV0357.The geoid height was determined by GEOID09.
 LV0357
 LV0357.The dynamic height is computed by dividing the NAVD 88
 LV0357.geopotential number by the normal gravity value computed on the
 LV0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0357.degrees latitude (g = 980.6199 gals.).
 LV0357
 LV0357.The modeled gravity was interpolated from observed gravity values.
 LV0357
 LV0357;                    North         East    Units  Estimated Accuracy
 LV0357;SPC CA 1     -   662,920.    1,813,620.      MT  (+/- 180 meters Scaled)
 LV0357
 LV0357                          SUPERSEDED SURVEY CONTROL
 LV0357
 LV0357  NGVD 29 (12/02/92)    2.998  (m)            9.84   (f) ADJUSTED    1 2
 LV0357
 LV0357.Superseded values are not recommended for survey control.
 LV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0357.See file dsdata.txt to determine how the superseded data were derived.
 LV0357
 LV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL980149(NAD 83)
 LV0357
 LV0357_MARKER: DB = BENCH MARK DISK
 LV0357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LV0357_SP_SET: FOUNDATION
 LV0357_STAMPING: A 735 1944
 LV0357_MARK LOGO: CGS   
 LV0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0357+STABILITY: SURFACE MOTION
 LV0357
 LV0357  HISTORY     - Date     Condition        Report By
 LV0357  HISTORY     - 1944     MONUMENTED       CGS
 LV0357  HISTORY     - 1967     GOOD             CGS
 LV0357  HISTORY     - 19880216 GOOD             NGS
 LV0357
 LV0357                          STATION DESCRIPTION
 LV0357
 LV0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0357'10.6 MI SW FROM ARCATA.
 LV0357'10.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0357'H STREET AT ARCATA, AT THE ABANDONED EUREKA CITY AIRPORT, SET
 LV0357'VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE
 LV0357'MAIN BUILDING, 140 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.3
 LV0357'FEET NORTH OF THE CENTER OF THE WEST ENTRANCE TO THE BUILDING,
 LV0357'AND 0.8 FOOT ABOVE THE GROUND.
 LV0357
 LV0357                          STATION RECOVERY (1988)
 LV0357
 LV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0357'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.4 KM (10.80
 LV0357'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0357'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2224 ***********************************************************************
 GU2224  DESIGNATION -  A 739
 GU2224  PID         -  GU2224
 GU2224  STATE/COUNTY-  CA/MONTEREY
 GU2224  USGS QUAD   -  NATIVIDAD (1984)
 GU2224
 GU2224                         *CURRENT SURVEY CONTROL
 GU2224  ___________________________________________________________________
 GU2224* NAD 83(1986)-  36 40 20.     (N)    121 37 05.     (W)     SCALED    
 GU2224* NAVD 88     -        25.17   (+/-2cm)      82.6    (feet)  VERTCON   
 GU2224  ___________________________________________________________________
 GU2224  GEOID HEIGHT-         -33.70  (meters)                     GEOID09
 GU2224  VERT ORDER  -  THIRD (See Below)
 GU2224
 GU2224.The horizontal coordinates were scaled from a topographic map and have
 GU2224.an estimated accuracy of +/- 6 seconds.
 GU2224.
 GU2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2224
 GU2224.The vertical order pertains to the NGVD 29 superseded value.
 GU2224
 GU2224.The geoid height was determined by GEOID09.
 GU2224
 GU2224;                    North         East    Units  Estimated Accuracy
 GU2224;SPC CA 4     -   651,760.    1,766,010.      MT  (+/- 180 meters Scaled)
 GU2224
 GU2224                          SUPERSEDED SURVEY CONTROL
 GU2224
 GU2224  NGVD 29 (??/??/??)   24.32   (m)           79.8    (f) RESET       3  
 GU2224
 GU2224.Superseded values are not recommended for survey control.
 GU2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2224.See file dsdata.txt to determine how the superseded data were derived.
 GU2224
 GU2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF234594(NAD 83)
 GU2224
 GU2224_MARKER: DB = BENCH MARK DISK
 GU2224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2224_SP_SET: CULVERT
 GU2224_STAMPING: A 739 1945
 GU2224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2224
 GU2224  HISTORY     - Date     Condition        Report By
 GU2224  HISTORY     - 1945     MONUMENTED       CGS
 GU2224
 GU2224                          STATION DESCRIPTION
 GU2224
 GU2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GU2224'AT SALINAS ARMY AIR BASE.
 GU2224'AT THE SALINAS ARMY AIR BASE, SET AT THE MAIN ENTRANCE, IN
 GU2224'THE SOUTH CORNER OF THE WEST HEADWWALL OF A TWIN 36-INCH PIPE
 GU2224'CULVERT, 138 FEET NORTH OF THE GUARD HOUSE, 38.5 FEET SOUTH
 GU2224'OF CENTER-LINE OF ALISAL ROAD, 34 FEET SOUTHWEST OF CENTER-LINE
 GU2224'OF ROAD INTO BASE.  IRON BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0106 ***********************************************************************
 DZ0106  DESIGNATION -  A 740
 DZ0106  PID         -  DZ0106
 DZ0106  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0106  USGS QUAD   -  LOMPOC (1982)
 DZ0106
 DZ0106                         *CURRENT SURVEY CONTROL
 DZ0106  ___________________________________________________________________
 DZ0106* NAD 83(1986)-  34 42 15.     (N)    120 26 22.     (W)     SCALED    
 DZ0106* NAVD 88     -       137.27   (+/-2cm)     450.4    (feet)  VERTCON   
 DZ0106  ___________________________________________________________________
 DZ0106  GEOID HEIGHT-         -36.00  (meters)                     GEOID09
 DZ0106  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0106
 DZ0106.The horizontal coordinates were scaled from a topographic map and have
 DZ0106.an estimated accuracy of +/- 6 seconds.
 DZ0106.
 DZ0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0106
 DZ0106.The vertical order pertains to the NGVD 29 superseded value.
 DZ0106
 DZ0106.The geoid height was determined by GEOID09.
 DZ0106
 DZ0106;                    North         East    Units  Estimated Accuracy
 DZ0106;SPC CA 5     -   636,280.    1,776,550.      MT  (+/- 180 meters Scaled)
 DZ0106
 DZ0106                          SUPERSEDED SURVEY CONTROL
 DZ0106
 DZ0106  NGVD 29 (??/??/92)  136.491  (m)          447.80   (f) ADJ UNCH    1 2
 DZ0106
 DZ0106.Superseded values are not recommended for survey control.
 DZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0106.See file dsdata.txt to determine how the superseded data were derived.
 DZ0106
 DZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD345432(NAD 83)
 DZ0106
 DZ0106_MARKER: DB = BENCH MARK DISK
 DZ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0106_STAMPING: A 740 1945
 DZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0106+STABILITY: SURFACE MOTION
 DZ0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DZ0106+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2011
 DZ0106
 DZ0106  HISTORY     - Date     Condition        Report By
 DZ0106  HISTORY     - 1945     MONUMENTED       CGS
 DZ0106  HISTORY     - 1956     GOOD             CGS
 DZ0106  HISTORY     - 20111218 GOOD             INDIV
 DZ0106
 DZ0106                          STATION DESCRIPTION
 DZ0106
 DZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0106'4.6 MI N FROM LOMPOC.
 DZ0106'4.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0106'AT LOMPOC, 0.5 MILE SOUTHWEST OF THE Y JUNCTION OF A PAVED ROAD
 DZ0106'LEADING SOUTHEAST, 293.4 FEET SOUTHWEST OF THE CENTER OF THE
 DZ0106'SOUTHEAST END OF 12-INCH CORRUGATED METAL PIPE CULVERT C-4.9,
 DZ0106'22.2 FEET NORTHEAST OF TELEPHONE POLE S-9850-Y, 23.4 FEET
 DZ0106'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST
 DZ0106'OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES, 0.7 FOOT
 DZ0106'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DZ0106'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DZ0106
 DZ0106                          STATION RECOVERY (2011)
 DZ0106
 DZ0106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (EGL)
 DZ0106'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING
 DZ0106'CHANGES.  HIGHWAY 1 IN THIS AREA HAS BEEN RENAMED HARRIS GRADE ROAD.
 DZ0106'THE 'PAVED ROAD' MENTIONED IN THE PREVIOUS RECOVERY IS RUCKER ROAD.
 DZ0106'THE MARK IS 22.6 FEET SOUTHEAST OF THE CENTER LINE OF HARRIS GRADE
 DZ0106'ROAD AND 23.5 FEET NORTHEAST OF TELEPHONE POLE S-9850-Y.  IT IS
 DZ0106'RECESSED 4 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2051 ***********************************************************************
 EW2051  DESIGNATION -  A 741
 EW2051  PID         -  EW2051
 EW2051  STATE/COUNTY-  CA/LOS ANGELES
 EW2051  USGS QUAD   -  BURBANK (1994)
 EW2051
 EW2051                         *CURRENT SURVEY CONTROL
 EW2051  ___________________________________________________________________
 EW2051* NAD 83(1986)-  34 10 10.     (N)    118 17 51.     (W)     SCALED    
 EW2051* NAVD 88     -       157.19   (+/-2cm)     515.7    (feet)  VERTCON   
 EW2051  ___________________________________________________________________
 EW2051  GEOID HEIGHT-         -34.21  (meters)                     GEOID09
 EW2051  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2051
 EW2051.The horizontal coordinates were scaled from a topographic map and have
 EW2051.an estimated accuracy of +/- 6 seconds.
 EW2051.
 EW2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2051
 EW2051.The vertical order pertains to the NGVD 29 superseded value.
 EW2051
 EW2051.The geoid height was determined by GEOID09.
 EW2051
 EW2051;                    North         East    Units  Estimated Accuracy
 EW2051;SPC CA 5     -   574,300.    1,972,570.      MT  (+/- 180 meters Scaled)
 EW2051
 EW2051                          SUPERSEDED SURVEY CONTROL
 EW2051
 EW2051  NGVD 29 (??/??/92)  156.385  (m)          513.07   (f) ADJ UNCH    1 2
 EW2051
 EW2051.Superseded values are not recommended for survey control.
 EW2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2051.See file dsdata.txt to determine how the superseded data were derived.
 EW2051
 EW2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804817(NAD 83)
 EW2051
 EW2051_MARKER: Z = SEE DESCRIPTION
 EW2051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2051_SP_SET: CONCRETE FOUNDATION
 EW2051_STAMPING: A 741 1945
 EW2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2051
 EW2051  HISTORY     - Date     Condition        Report By
 EW2051  HISTORY     - 1945     MONUMENTED       CGS
 EW2051  HISTORY     - 1955     GOOD             CGS
 EW2051  HISTORY     - 1965     MARK NOT FOUND   CGS
 EW2051
 EW2051                          STATION DESCRIPTION
 EW2051
 EW2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EW2051'AT GLENDALE.
 EW2051'AT GLENDALE, 4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2051'COMPANY RAILROAD FROM THE STATION, 1.0 MILE SOUTHEAST OF THE
 EW2051'STATION AT BURBANK, AT THE CROSSING OF ALLEN STREET, 5 TELEPHONE
 EW2051'POLES SOUTHEAST OF MILEPOLE 473, IN THE TOP OF THE SOUTH CORNER
 EW2051'OF THE CONCRETE FOUNDATION FOR THE RAILROAD CROSSING SIGNAL,
 EW2051'17 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 7.8 FEET NORTHEAST
 EW2051'OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, AND ABOUT LEVEL
 EW2051'WITH THE TRACK.
 EW2051
 EW2051                          STATION RECOVERY (1965)
 EW2051
 EW2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EW2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0119 ***********************************************************************
 MW0119  DESIGNATION -  A 742
 MW0119  PID         -  MW0119
 MW0119  STATE/COUNTY-  CA/MODOC
 MW0119  USGS QUAD   -  ALTURAS (1993)
 MW0119
 MW0119                         *CURRENT SURVEY CONTROL
 MW0119  ___________________________________________________________________
 MW0119* NAD 83(1986)-  41 29 13.     (N)    120 33 39.     (W)     SCALED    
 MW0119* NAVD 88     -      1330.764  (meters)    4366.01   (feet)  ADJUSTED  
 MW0119  ___________________________________________________________________
 MW0119  GEOID HEIGHT-         -22.18  (meters)                     GEOID09
 MW0119  DYNAMIC HT  -        1329.837 (meters)    4362.97  (feet)  COMP
 MW0119  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 MW0119
 MW0119  VERT ORDER  -  FIRST     CLASS II
 MW0119
 MW0119.The horizontal coordinates were scaled from a topographic map and have
 MW0119.an estimated accuracy of +/- 6 seconds.
 MW0119.
 MW0119.The orthometric height was determined by differential leveling and
 MW0119.adjusted in June 1991.
 MW0119
 MW0119.The geoid height was determined by GEOID09.
 MW0119
 MW0119.The dynamic height is computed by dividing the NAVD 88
 MW0119.geopotential number by the normal gravity value computed on the
 MW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0119.degrees latitude (g = 980.6199 gals.).
 MW0119
 MW0119.The modeled gravity was interpolated from observed gravity values.
 MW0119
 MW0119;                    North         East    Units  Estimated Accuracy
 MW0119;SPC CA 1     -   740,130.    2,120,180.      MT  (+/- 180 meters Scaled)
 MW0119
 MW0119                          SUPERSEDED SURVEY CONTROL
 MW0119
 MW0119  NGVD 29 (??/??/??) 1329.677  (m)         4362.45   (f) ADJUSTED    1 2
 MW0119
 MW0119.Superseded values are not recommended for survey control.
 MW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0119.See file dsdata.txt to determine how the superseded data were derived.
 MW0119
 MW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL036956(NAD 83)
 MW0119
 MW0119_MARKER: DB = BENCH MARK DISK
 MW0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0119_STAMPING: A 742 1944
 MW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0119+STABILITY: SURFACE MOTION
 MW0119
 MW0119  HISTORY     - Date     Condition        Report By
 MW0119  HISTORY     - 1944     MONUMENTED       CGS
 MW0119
 MW0119                          STATION DESCRIPTION
 MW0119
 MW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MW0119'AT ALTURAS.
 MW0119'AT ALTURAS, MODOC COUNTY, 0.35 MILE SOUTH AND 1.0 MILE WEST OF THE
 MW0119'HIGH SCHOOL, AT THE JUNCTION OF FOURTH STREET AND THE DRIVE
 MW0119'LEADING TO THE AIRPORT, 43 FEET SOUTH OF THE CENTER LINE OF FOURTH
 MW0119'STREET, 41 FEET WEST OF THE CENTER LINE OF THE DRIVE TO THE
 MW0119'AIRPORT, 357 FEET NORTH OF THE NORTHEAST CORNER OF THE COMBINATION
 MW0119'OFFICE BUILDING AND HANGAR, 14 FEET SOUTHEAST OF A POLE SUPPORTING
 MW0119'AN EAST-AND-WEST TELEPHONE LINE AND A NORTH-AND-SOUTH POWER LINE,
 MW0119'AND 2.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  AN IRON DISK,
 MW0119'STAMPED A 742 1944 AND SET IN THE TOP OF A CONCRETE POST PROPJECTING
 MW0119'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1109 ***********************************************************************
 KS1109  DESIGNATION -  A 743
 KS1109  PID         -  KS1109
 KS1109  STATE/COUNTY-  CA/BUTTE
 KS1109  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1109
 KS1109                         *CURRENT SURVEY CONTROL
 KS1109  ___________________________________________________________________
 KS1109* NAD 83(1986)-  39 48 03.     (N)    121 50 56.     (W)     SCALED    
 KS1109* NAVD 88     -        78.201  (meters)     256.56   (feet)  ADJUSTED  
 KS1109  ___________________________________________________________________
 KS1109  GEOID HEIGHT-         -27.46  (meters)                     GEOID09
 KS1109  DYNAMIC HT  -          78.161 (meters)     256.43  (feet)  COMP
 KS1109  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KS1109
 KS1109  VERT ORDER  -  FIRST     CLASS II
 KS1109
 KS1109.This mark is at Chico Municipal Airport (CIC)
 KS1109
 KS1109.The horizontal coordinates were scaled from a topographic map and have
 KS1109.an estimated accuracy of +/- 6 seconds.
 KS1109.
 KS1109.The orthometric height was determined by differential leveling and
 KS1109.adjusted in June 1991.
 KS1109
 KS1109.The geoid height was determined by GEOID09.
 KS1109
 KS1109.The dynamic height is computed by dividing the NAVD 88
 KS1109.geopotential number by the normal gravity value computed on the
 KS1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1109.degrees latitude (g = 980.6199 gals.).
 KS1109
 KS1109.The modeled gravity was interpolated from observed gravity values.
 KS1109
 KS1109;                    North         East    Units  Estimated Accuracy
 KS1109;SPC CA 2     -   736,920.    2,012,940.      MT  (+/- 180 meters Scaled)
 KS1109
 KS1109                          SUPERSEDED SURVEY CONTROL
 KS1109
 KS1109  NGVD 29 (??/??/??)   77.490  (m)          254.23   (f) ADJUSTED    1 2
 KS1109
 KS1109.Superseded values are not recommended for survey control.
 KS1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1109.See file dsdata.txt to determine how the superseded data were derived.
 KS1109
 KS1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK985062(NAD 83)
 KS1109
 KS1109_MARKER: DB = BENCH MARK DISK
 KS1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1109_STAMPING: A 743 1944
 KS1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1109+STABILITY: SURFACE MOTION
 KS1109
 KS1109  HISTORY     - Date     Condition        Report By
 KS1109  HISTORY     - 1944     MONUMENTED       CGS
 KS1109  HISTORY     - 1961     GOOD             CGS
 KS1109  HISTORY     - 1975     MARK NOT FOUND   NGS
 KS1109  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS1109  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1109
 KS1109                          STATION DESCRIPTION
 KS1109
 KS1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KS1109'AT CHICO MUNICIPAL AIRPORT.
 KS1109'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT THE MAIN (FOURTH
 KS1109'STREET) ENTRANCE, 48 FEET SOUTH OF FOURTH STREET CENTER LINE, 56
 KS1109'FEET WEST OF CENTER LINE OF COHASSET ROAD, 54 FEET NORTH OF FENCE
 KS1109'AROUND TRANSFORMER SUB-STATION, 5 FEET SOUTHEAST OF SOUTHEAST
 KS1109'CORNER OF SMALL WOODEN SHELTER, AND 2.5 FEET WEST OF WHITE
 KS1109'WITNESS POST.  A STANDARD DISK, STAMPED A 743 1944 AND SET IN THE
 KS1109'TOP OF A WHITE-PAINTED CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 KS1109'GROUND.  NOTE-- MARK 12 IN UNDERGROUND, ACCESS THROUGH MAN-HOLE.
 KS1109
 KS1109                          STATION RECOVERY (1975)
 KS1109
 KS1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1109'MARK NOT FOUND.
 KS1109
 KS1109                          STATION RECOVERY (1987)
 KS1109
 KS1109'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB)
 KS1109'MARK NOT FOUND.
 KS1109
 KS1109                          STATION RECOVERY (1988)
 KS1109
 KS1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1109'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.  A STEEL COVER WAS
 KS1109'FOUND AT THE DESCRIBED LOCATION WITH THE LETTERS SURVEY MONUMENT
 KS1109'ENSCRIBED ON IT.  WAS UNABLE TO RAISE THE COVER AND THE MARK MAY STILL
 KS1109'BE IN PLACE UNDER THE COVER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2135 ***********************************************************************
 FU2135  DESIGNATION -  A 747
 FU2135  PID         -  FU2135
 FU2135  STATE/COUNTY-  CA/KERN
 FU2135  USGS QUAD   -  FAMOSO (1968)
 FU2135
 FU2135                         *CURRENT SURVEY CONTROL
 FU2135  ___________________________________________________________________
 FU2135* NAD 83(1986)-  35 30 10.     (N)    119 10 43.     (W)     SCALED    
 FU2135* NAVD 88     -       128.35   (+/-2cm)     421.1    (feet)  VERTCON   
 FU2135  ___________________________________________________________________
 FU2135  GEOID HEIGHT-         -33.46  (meters)                     GEOID09
 FU2135  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2135
 FU2135.This mark is at Shafter-Minter Fld Airport (MIT)
 FU2135
 FU2135.The horizontal coordinates were scaled from a topographic map and have
 FU2135.an estimated accuracy of +/- 6 seconds.
 FU2135.
 FU2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2135
 FU2135.The vertical order pertains to the NGVD 29 superseded value.
 FU2135
 FU2135.The geoid height was determined by GEOID09.
 FU2135
 FU2135;                    North         East    Units  Estimated Accuracy
 FU2135;SPC CA 5     -   722,790.    1,893,070.      MT  (+/- 180 meters Scaled)
 FU2135
 FU2135                          SUPERSEDED SURVEY CONTROL
 FU2135
 FU2135  NGVD 29 (??/??/92)  127.521  (m)          418.38   (f) ADJ UNCH    1 2
 FU2135
 FU2135.Superseded values are not recommended for survey control.
 FU2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2135.See file dsdata.txt to determine how the superseded data were derived.
 FU2135
 FU2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV024309(NAD 83)
 FU2135
 FU2135_MARKER: DB = BENCH MARK DISK
 FU2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2135_STAMPING: A 747 1945
 FU2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2135+STABILITY: SURFACE MOTION
 FU2135
 FU2135  HISTORY     - Date     Condition        Report By
 FU2135  HISTORY     - 1945     MONUMENTED       CGS
 FU2135  HISTORY     - 1953     GOOD             CGS
 FU2135  HISTORY     - 1953     GOOD             USGS
 FU2135  HISTORY     - 1956     GOOD             CGS
 FU2135
 FU2135                          STATION DESCRIPTION
 FU2135
 FU2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FU2135'AT SHAFTER KERN CO AIRPORT.
 FU2135'AT SHAFTER-KERN COUNTY AIRPORT, ON D STREET MIDWAY BETWEEN 4TH
 FU2135'AND 5TH STREETS, ABOUT MIDWAY BETWEEN TWO ASPHALT WALKS LEADING
 FU2135'TO THE REMAINS OF THE FORMER ADMINISTRATION BUILDING, ACROSS
 FU2135'D STREET FROM THE NORTH EDGE OF THE FORMER PARADE GROUND, IN LINE
 FU2135'WITH A ROW OF TREES, 114.6 FEET NORTH OF AND ACROSS D STREET
 FU2135'FROM THE NORTH SIDE OF THE CONCRETE BASE OF A FLAGPOLE, 83.4
 FU2135'FEET NORTH OF AND ACROSS D STREET FROM THE NORTHEAST CORNER OF
 FU2135'A HONOR ROLL MONUMENT, 22 FEET NORTHWEST OF A POWER LINE POLE, 45
 FU2135'FEET NORTH OF THE CENTER LINE OF D STREET, 1.8 FEET NORTH OF THE
 FU2135'NORTH EDGE OF AN ASPHALT SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK,
 FU2135'0.2 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 FU2135'SECTION 9, T 28 S, R 26 E.
 FU2135
 FU2135                          STATION RECOVERY (1953)
 FU2135
 FU2135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FU2135'AT SHAFTER-KERN COUNTY AIRPORT, ON D STREET MIDWAY BETWEEN 4TH AND
 FU2135'5TH STREETS, ABOUT MIDWAY BETWEEN TWO ASPHALT WALKS LEADING TO THE
 FU2135'REMAINS OF THE FORMER ADMINISTRATION BUILDING, ACROSS D STREET FROM
 FU2135'THE NORTH EDGE OF THE FORMER PARADE GROUND, IN LINE WITH A ROW OF
 FU2135'TREES, 114.6 FEET NORTH OF AND ACROSS D STREET FROM THE NORTH SIDE
 FU2135'OFTHE CONCRETE BASE OF A FLAGPOLE, 83.4 FEET NORTH OF AND ACROSS D
 FU2135'STREET FROM THE NORTHEAST CORNER OF A HONOR ROLL MONUMENT, 22 FEET
 FU2135'NORTHWEST OF A POWER LINE POLE, 45 FEET NORTH OF THE CENTER LINE OF D
 FU2135'STREET, 1.8 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT SIDEWALK,
 FU2135'ABOUT LEVEL WITH THE SIDEWALK, 0.2 FOOT UNDERGROUND, AND SET IN THE
 FU2135'TOP OF A CONCRETE POST.
 FU2135
 FU2135                          STATION RECOVERY (1956)
 FU2135
 FU2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FU2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1934 ***********************************************************************
 DX1934  DESIGNATION -  A 749
 DX1934  PID         -  DX1934
 DX1934  STATE/COUNTY-  CA/ORANGE
 DX1934  USGS QUAD   -  TUSTIN (1981)
 DX1934
 DX1934                         *CURRENT SURVEY CONTROL
 DX1934  ___________________________________________________________________
 DX1934* NAD 83(1986)-  33 42 17.     (N)    117 51 20.     (W)     SCALED    
 DX1934* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 DX1934  ___________________________________________________________________
 DX1934  GEOID HEIGHT-         -34.92  (meters)                     GEOID09
 DX1934  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1934
 DX1934.The horizontal coordinates were scaled from a topographic map and have
 DX1934.an estimated accuracy of +/- 6 seconds.
 DX1934.
 DX1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1934
 DX1934.The vertical order pertains to the NGVD 29 superseded value.
 DX1934
 DX1934.The geoid height was determined by GEOID09.
 DX1934
 DX1934;                    North         East    Units  Estimated Accuracy
 DX1934;SPC CA 6     -   671,720.    1,851,170.      MT  (+/- 180 meters Scaled)
 DX1934
 DX1934                          SUPERSEDED SURVEY CONTROL
 DX1934
 DX1934  NGVD 29 (??/??/??)   13.692  (m)           44.92   (f) ADJUSTED    1 2
 DX1934
 DX1934.Superseded values are not recommended for survey control.
 DX1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1934.See file dsdata.txt to determine how the superseded data were derived.
 DX1934
 DX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207297(NAD 83)
 DX1934
 DX1934_MARKER: DB = BENCH MARK DISK
 DX1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1934_STAMPING: A 749 1945
 DX1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1934+STABILITY: SURFACE MOTION
 DX1934
 DX1934  HISTORY     - Date     Condition        Report By
 DX1934  HISTORY     - 1945     MONUMENTED       CGS
 DX1934  HISTORY     - 1955     GOOD             CGS
 DX1934  HISTORY     - 1958     GOOD             CGS
 DX1934
 DX1934                          STATION DESCRIPTION
 DX1934
 DX1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1934'2 MI W FROM SANTA ANA MCAF.
 DX1934'0.5 MILE SOUTHWEST ALONG REDHILL AVENUE FROM THE MAIN ENTRANCE
 DX1934'GATE OF SANTA ANA MARINE CORPS AIR FACILITY, THENCE 0.5 MILE
 DX1934'NORTHWEST ALONG DELHI ROAD, THENCE 1.0 MILE SOUTHWEST ALONG
 DX1934'STATE HIGHWAY 55 (NEWPORT AVENUE), 1.1 MILE NORTHWEST OF THE
 DX1934'INTERSECTION OF SOUTH MAIN STREET, AT THE T JUNCTION OF A DIRT
 DX1934'FARM ROAD LEADING SOUTHEAST, 59 1/2 FEET NORTHEAST OF THE
 DX1934'NORTHWEST ONE OF TWO 30-INCH CONCRETE IRRIGATION OUTLETS PROJECTING
 DX1934'ABOUT 3 FEET ABOVE THE GROUND, 29.7 FEET SOUTHEAST OF THE CENTER
 DX1934'LINE OF THE HIGHWAY, 28 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 DX1934'THE ROAD, 3 FEET SOUTHWEST OF AN 8-INCH WOODEN POST SUPPORTING
 DX1934'AN UNDERGROUND CABLE CAUTION SIGN PROJECTING ABOUT 6 FEET ABOVE
 DX1934'THE GROUND, ABOUT 1 1/2 FEET NORTHWEST OF A POINT IN LINE WITH
 DX1934'A ROW OF POWER LINE POLES, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 DX1934'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DX1934
 DX1934                          STATION RECOVERY (1958)
 DX1934
 DX1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2728 ***********************************************************************
 DX2728  DESIGNATION -  A 750
 DX2728  PID         -  DX2728
 DX2728  STATE/COUNTY-  CA/RIVERSIDE
 DX2728  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2728
 DX2728                         *CURRENT SURVEY CONTROL
 DX2728  ___________________________________________________________________
 DX2728* NAD 83(1986)-  33 53 35.     (N)    117 15 12.     (W)     SCALED    
 DX2728* NAVD 88     -       461.84   (+/-2cm)    1515.2    (feet)  VERTCON   
 DX2728  ___________________________________________________________________
 DX2728  GEOID HEIGHT-         -32.73  (meters)                     GEOID09
 DX2728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2728
 DX2728.The horizontal coordinates were scaled from a topographic map and have
 DX2728.an estimated accuracy of +/- 6 seconds.
 DX2728.
 DX2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2728
 DX2728.The vertical order pertains to the NGVD 29 superseded value.
 DX2728
 DX2728.The geoid height was determined by GEOID09.
 DX2728
 DX2728;                    North         East    Units  Estimated Accuracy
 DX2728;SPC CA 6     -   691,910.    1,907,190.      MT  (+/- 180 meters Scaled)
 DX2728
 DX2728                          SUPERSEDED SURVEY CONTROL
 DX2728
 DX2728  NGVD 29 (??/??/??)  461.080  (m)         1512.73   (f) ADJUSTED    2 0
 DX2728
 DX2728.Superseded values are not recommended for survey control.
 DX2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2728.See file dsdata.txt to determine how the superseded data were derived.
 DX2728
 DX2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT765503(NAD 83)
 DX2728
 DX2728_MARKER: DB = BENCH MARK DISK
 DX2728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2728_SP_SET: CONCRETE BASE
 DX2728_STAMPING: A 750 1945
 DX2728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2728
 DX2728  HISTORY     - Date     Condition        Report By
 DX2728  HISTORY     - 1945     MONUMENTED       CGS
 DX2728  HISTORY     - 1967     MARK NOT FOUND   USGS
 DX2728  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 DX2728  HISTORY     - 20100429 MARK NOT FOUND   GEOCAC
 DX2728
 DX2728                          STATION DESCRIPTION
 DX2728
 DX2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX2728'AT MARCH FIELD.
 DX2728'AT MARCH FIELD, SET ON THE NORTHEAST SIDE OF FIELD, IN THE SOUTH
 DX2728'CORNER OF CONCRETE BASE OF THE SOUTH LEG OF CONTROL TOWER, THE
 DX2728'TOWER BUILDING BEING NO. T-268.  IRON BENCH MARK DISK.  NOTE-- NEW
 DX2728'CONTROL TOWER BUILT IN 1958.  AREA WHERE CONTROL TOWER WAS IN
 DX2728'1945 IS NOW MACADAM TAXI STRIP.
 DX2728
 DX2728                          STATION RECOVERY (1967)
 DX2728
 DX2728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DX2728'MARK NOT FOUND.
 DX2728
 DX2728                          STATION RECOVERY (2006)
 DX2728
 DX2728'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2728'DESCRIBED CONTROL TOWER DESTROYED.  CONCRETE BASE OF SAME GONE ALSO.
 DX2728'AREA IS NOW PARK OF AN AIRCRAFT PARKING AREA OR TAXIWAY.  MARK VERY
 DX2728'LIKE LOST.
 DX2728
 DX2728                          STATION RECOVERY (2010)
 DX2728
 DX2728'RECOVERY NOTE BY GEOCACHING 2010 (CT)
 DX2728'REPORT SUBMITTED BY GEOCACHER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0244 ***********************************************************************
 DW0244  DESIGNATION -  A 751
 DW0244  PID         -  DW0244
 DW0244  STATE/COUNTY-  CA/IMPERIAL
 DW0244  USGS QUAD   -  KANE SPRING NE (1992)
 DW0244
 DW0244                         *CURRENT SURVEY CONTROL
 DW0244  ___________________________________________________________________
 DW0244* NAD 83(1986)-  33 10 35.     (N)    115 52 29.     (W)     SCALED    
 DW0244* NAVD 88     -        -7.78   (+/-2cm)     -25.5    (feet)  VERTCON   
 DW0244  ___________________________________________________________________
 DW0244  GEOID HEIGHT-         -34.10  (meters)                     GEOID09
 DW0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0244
 DW0244.The horizontal coordinates were scaled from a topographic map and have
 DW0244.an estimated accuracy of +/- 6 seconds.
 DW0244.
 DW0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0244
 DW0244.The vertical order pertains to the NGVD 29 superseded value.
 DW0244
 DW0244.The geoid height was determined by GEOID09.
 DW0244
 DW0244;                    North         East    Units  Estimated Accuracy
 DW0244;SPC CA 6     -   612,040.    2,035,000.      MT  (+/- 180 meters Scaled)
 DW0244
 DW0244                          SUPERSEDED SURVEY CONTROL
 DW0244
 DW0244  NGVD 29 (??/??/??)   -8.439  (m)          -27.69   (f) ADJUSTED    1 2
 DW0244
 DW0244.Superseded values are not recommended for survey control.
 DW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0244.See file dsdata.txt to determine how the superseded data were derived.
 DW0244
 DW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS049714(NAD 83)
 DW0244
 DW0244_MARKER: DB = BENCH MARK DISK
 DW0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0244_STAMPING: A 751 1945
 DW0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0244+STABILITY: SURFACE MOTION
 DW0244
 DW0244  HISTORY     - Date     Condition        Report By
 DW0244  HISTORY     - 1945     MONUMENTED       CGS
 DW0244  HISTORY     - 1956     GOOD             CGS
 DW0244
 DW0244                          STATION DESCRIPTION
 DW0244
 DW0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0244'2.3 MI W FROM SALTON SEA BASE.
 DW0244'2.3 MILES WEST ALONG A PAVED ROAD FROM THE MAIN GATE TO THE SALTON
 DW0244'SEA BASE, 0.8 MILE EAST OF THE T JUNCTION OF U.S. HIGHWAY 99, AT
 DW0244'THE BOTTOM OF A DIP, 58 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DW0244'ROAD, 1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 DW0244'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 DW0244'FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST HAS A CORNER
 DW0244'BROKEN OFF AND IS SPLIT ON 4 SIDES, THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0477 ***********************************************************************
 FU0477  DESIGNATION -  A 752 USN
 FU0477  PID         -  FU0477
 FU0477  STATE/COUNTY-  CA/KERN
 FU0477  USGS QUAD   -  MOJAVE (1992)
 FU0477
 FU0477                         *CURRENT SURVEY CONTROL
 FU0477  ___________________________________________________________________
 FU0477* NAD 83(1986)-  35 03 22.     (N)    118 10 00.     (W)     SCALED    
 FU0477* NAVD 88     -       843.59   (+/-2cm)    2767.7    (feet)  VERTCON   
 FU0477  ___________________________________________________________________
 FU0477  GEOID HEIGHT-         -31.52  (meters)                     GEOID09
 FU0477  VERT ORDER  -  THIRD (See Below)
 FU0477
 FU0477.The horizontal coordinates were scaled from a topographic map and have
 FU0477.an estimated accuracy of +/- 6 seconds.
 FU0477.
 FU0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0477
 FU0477.The vertical order pertains to the NGVD 29 superseded value.
 FU0477
 FU0477.The geoid height was determined by GEOID09.
 FU0477
 FU0477;                    North         East    Units  Estimated Accuracy
 FU0477;SPC CA 5     -   672,630.    1,984,800.      MT  (+/- 180 meters Scaled)
 FU0477
 FU0477                          SUPERSEDED SURVEY CONTROL
 FU0477
 FU0477  NGVD 29 (??/??/??)  842.76   (m)         2765.0    (f) RESET       3  
 FU0477
 FU0477.Superseded values are not recommended for survey control.
 FU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0477.See file dsdata.txt to determine how the superseded data were derived.
 FU0477
 FU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU936798(NAD 83)
 FU0477
 FU0477_MARKER: DD = SURVEY DISK
 FU0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0477_STAMPING: A 752 ANGLE PT RE 1018 1942
 FU0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0477+STABILITY: SURFACE MOTION
 FU0477
 FU0477  HISTORY     - Date     Condition        Report By
 FU0477  HISTORY     - 1942     MONUMENTED       DOD
 FU0477  HISTORY     - 1945     GOOD             CGS
 FU0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 FU0477  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0477
 FU0477                          STATION DESCRIPTION
 FU0477
 FU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FU0477'AT MOJAVE.
 FU0477'AT MOJVE, AT MOJAVE MARINE CORPS AIR STATION, 0.15 MILE
 FU0477'NORTH OF WEST (MAIN) GATE, AT FIRST JOG IN THE BOUNDARY FENCE
 FU0477'LINE NORTH OF MAIN GATE, ABOUT 270.0 FEET NORTH NORTHWEST
 FU0477'OF CONCRETE FOUNDATION FOR ELECTRIC TRANSFORMER STATION, 1.7
 FU0477'FOOT NORTH OF REFERENCE POST, 1.2 FOOT SOUTHWEST OF IRON FENCE
 FU0477'CORNER POST, SET IN TOP OF A WHITE PAINTED CONCRETE POST PROJECTING
 FU0477'0.3 FOOT ABOVE GROUND.  NOTE-- THERE IS CONSIDERABLE AMOUNT
 FU0477'OF BLOW-SAND COLLECTED IN THE CORNER OF THE FENCE AND IT IS
 FU0477'BELIEVED THE MARK IS UNDER THE COMPACTED SAND.
 FU0477
 FU0477                          STATION RECOVERY (1973)
 FU0477
 FU0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FU0477'MARK NOT FOUND.
 FU0477
 FU0477                          STATION RECOVERY (2004)
 FU0477
 FU0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0477'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0381 ***********************************************************************
 FT0381  DESIGNATION -  A 753
 FT0381  PID         -  FT0381
 FT0381  STATE/COUNTY-  CA/INYO
 FT0381  USGS QUAD   -  TRONA EAST (1982)
 FT0381
 FT0381                         *CURRENT SURVEY CONTROL
 FT0381  ___________________________________________________________________
 FT0381* NAD 83(1986)-  35 49 00.     (N)    117 20 21.     (W)     SCALED    
 FT0381* NAVD 88     -       514.952  (meters)    1689.47   (feet)  ADJUSTED  
 FT0381  ___________________________________________________________________
 FT0381  GEOID HEIGHT-         -30.08  (meters)                     GEOID09
 FT0381  DYNAMIC HT  -         514.419 (meters)    1687.72  (feet)  COMP
 FT0381  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 FT0381
 FT0381  VERT ORDER  -  SECOND    CLASS 0
 FT0381
 FT0381.The horizontal coordinates were scaled from a topographic map and have
 FT0381.an estimated accuracy of +/- 6 seconds.
 FT0381.
 FT0381.The orthometric height was determined by differential leveling and
 FT0381.adjusted in June 1991.
 FT0381
 FT0381.The geoid height was determined by GEOID09.
 FT0381
 FT0381.The dynamic height is computed by dividing the NAVD 88
 FT0381.geopotential number by the normal gravity value computed on the
 FT0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0381.degrees latitude (g = 980.6199 gals.).
 FT0381
 FT0381.The modeled gravity was interpolated from observed gravity values.
 FT0381
 FT0381;                    North         East    Units  Estimated Accuracy
 FT0381;SPC CA 4     -   554,930.    2,150,090.      MT  (+/- 180 meters Scaled)
 FT0381
 FT0381                          SUPERSEDED SURVEY CONTROL
 FT0381
 FT0381  NGVD 29 (??/??/92)  514.143  (m)         1686.82   (f) ADJ UNCH    2 0
 FT0381
 FT0381.Superseded values are not recommended for survey control.
 FT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0381.See file dsdata.txt to determine how the superseded data were derived.
 FT0381
 FT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV693636(NAD 83)
 FT0381
 FT0381_MARKER: DB = BENCH MARK DISK
 FT0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0381_STAMPING: A 753 1945
 FT0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0381+STABILITY: SURFACE MOTION
 FT0381
 FT0381  HISTORY     - Date     Condition        Report By
 FT0381  HISTORY     - 1945     MONUMENTED       CGS
 FT0381  HISTORY     - 1972     GOOD             CA-065
 FT0381
 FT0381                          STATION DESCRIPTION
 FT0381
 FT0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0381'4.4 MI N FROM TRONA.
 FT0381'IN INYO COUNTY, 4.4 MILES NORTH ALONG A PAVED ROAD LEADING TOWARD
 FT0381'STOVEPIPE WELLS HOTEL FROM THE AMERICAN POTASH AND CHEMICAL CO.
 FT0381'ADMINISTRATION BUILDING AT TRONA, SAN BERNARDINO COUNTY, AT THE
 FT0381'JUNCTION OF A GRAVEL DRIVE LEADING TO TRONA AIRPORT, 110 FEET
 FT0381'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 46.3 FEET NORTHEAST
 FT0381'OF THE CENTERLINE OF THE GRAVEL DRIVE, 2.5 FEET NORTHEAST
 FT0381'OF THE FIRST POWER-POLE NORTHEAST OF THE JUNCTION POLE OF THE
 FT0381'LINE TO THE FIELD, IN LINE WITH THE ROW OF POLES, AND 1.9 FEET
 FT0381'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  AN IRON DISK STAMPED
 FT0381'A 753 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FT0381'FOOT ABOVE GROUND.
 FT0381
 FT0381                          STATION RECOVERY (1972)
 FT0381
 FT0381'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1972
 FT0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0279 ***********************************************************************
 EU0279  DESIGNATION -  A 754
 EU0279  PID         -  EU0279
 EU0279  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0279  USGS QUAD   -  NEEDLES (1975)
 EU0279
 EU0279                         *CURRENT SURVEY CONTROL
 EU0279  ___________________________________________________________________
 EU0279* NAD 83(1986)-  34 45 31.1    (N)    114 35 49.4    (W)     HD_HELD2  
 EU0279* NAVD 88     -       242.116  (meters)     794.34   (feet)  ADJUSTED  
 EU0279  ___________________________________________________________________
 EU0279  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 EU0279  DYNAMIC HT  -         241.868 (meters)     793.53  (feet)  COMP
 EU0279  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 EU0279
 EU0279  VERT ORDER  -  FIRST     CLASS II
 EU0279
 EU0279.The horizontal coordinates were established by autonomous hand held GPS
 EU0279.observations and have an estimated accuracy of +/- 10 meters.
 EU0279.
 EU0279.The orthometric height was determined by differential leveling and
 EU0279.adjusted in June 1991.
 EU0279
 EU0279.Photographs are available for this station.
 EU0279
 EU0279.The geoid height was determined by GEOID09.
 EU0279
 EU0279.The dynamic height is computed by dividing the NAVD 88
 EU0279.geopotential number by the normal gravity value computed on the
 EU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0279.degrees latitude (g = 980.6199 gals.).
 EU0279
 EU0279.The modeled gravity was interpolated from observed gravity values.
 EU0279
 EU0279;                    North         East    Units  Estimated Accuracy
 EU0279;SPC CA 5     -   644,887.    2,311,474.      MT  (+/- 10 meters HH2 GPS)
 EU0279
 EU0279                          SUPERSEDED SURVEY CONTROL
 EU0279
 EU0279  NGVD 29 (??/??/??)  241.461  (m)          792.19   (f) ADJUSTED    1 2
 EU0279
 EU0279.Superseded values are not recommended for survey control.
 EU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0279.See file dsdata.txt to determine how the superseded data were derived.
 EU0279
 EU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1993748907(NAD 83)
 EU0279
 EU0279_MARKER: DB = BENCH MARK DISK
 EU0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0279_STAMPING: A 754 1945
 EU0279_MARK LOGO: CGS   
 EU0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0279+STABILITY: SURFACE MOTION
 EU0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0279+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2010
 EU0279
 EU0279  HISTORY     - Date     Condition        Report By
 EU0279  HISTORY     - 1945     MONUMENTED       CGS
 EU0279  HISTORY     - 1956     GOOD             CGS
 EU0279  HISTORY     - 1981     GOOD             NGS
 EU0279  HISTORY     - 20100305 GOOD             GEOCAC
 EU0279
 EU0279                          STATION DESCRIPTION
 EU0279
 EU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EU0279'6.5 MI S FROM NEEDLES.
 EU0279'6.5 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0279'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0279'0.8 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 66, 0.2 MILE
 EU0279'NORTH OF HIGHWAY MILEPOST 237, 0.15 MILE SOUTH OF THE POINT
 EU0279'WHERE THE HIGHWAY CROSSES A RIDGE, DIRECTLY ACROSS THE HIGHWAY
 EU0279'FROM THE CENTER OF A 6-FOOT-TALL KNOLL THE WEST END OF WHICH
 EU0279'HAS BEEN CUT AWAY DURING ROAD CONSTRUCTION, 300 FEET NORTH OF
 EU0279'THE TOE OF A RIDGE ON THE WEST SIDE OF THE HIGHWAY, 48 FEET
 EU0279'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET EAST OF A
 EU0279'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 754 1945
 EU0279'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EU0279'GROUND.
 EU0279
 EU0279                          STATION RECOVERY (1981)
 EU0279
 EU0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0279'RECOVERED IN GOOD CONDITION.
 EU0279
 EU0279                          STATION RECOVERY (2010)
 EU0279
 EU0279'RECOVERY NOTE BY GEOCACHING 2010 (BA)
 EU0279'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 EU0279'OF N 34 45 31.1 W
 EU0279'114 34 49.4.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2991 ***********************************************************************
 EV2991  DESIGNATION -  A 98
 EV2991  PID         -  EV2991
 EV2991  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2991  USGS QUAD   -  GUASTI (1981)
 EV2991
 EV2991                         *CURRENT SURVEY CONTROL
 EV2991  ___________________________________________________________________
 EV2991* NAD 83(1986)-  34 02 43.     (N)    117 35 46.     (W)     SCALED    
 EV2991* NAVD 88     -       270.41   (+/-2cm)     887.2    (feet)  VERTCON   
 EV2991  ___________________________________________________________________
 EV2991  GEOID HEIGHT-         -33.37  (meters)                     GEOID09
 EV2991  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2991
 EV2991.The horizontal coordinates were scaled from a topographic map and have
 EV2991.an estimated accuracy of +/- 6 seconds.
 EV2991.
 EV2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2991
 EV2991.The vertical order pertains to the NGVD 29 superseded value.
 EV2991
 EV2991.The geoid height was determined by GEOID09.
 EV2991
 EV2991;                    North         East    Units  Estimated Accuracy
 EV2991;SPC CA 5     -   560,560.    2,037,290.      MT  (+/- 180 meters Scaled)
 EV2991
 EV2991                          SUPERSEDED SURVEY CONTROL
 EV2991
 EV2991  NGVD 29 (??/??/92)  269.654  (m)          884.69   (f) ADJ UNCH    1 2
 EV2991
 EV2991.Superseded values are not recommended for survey control.
 EV2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2991.See file dsdata.txt to determine how the superseded data were derived.
 EV2991
 EV2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT449673(NAD 83)
 EV2991
 EV2991_MARKER: DB = BENCH MARK DISK
 EV2991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2991_SP_SET: BRIDGE ABUTMENT
 EV2991_STAMPING: A 98 1932
 EV2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2991
 EV2991  HISTORY     - Date     Condition        Report By
 EV2991  HISTORY     - 1932     MONUMENTED       CGS
 EV2991  HISTORY     - 1952     MARK NOT FOUND   CGS
 EV2991  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2991
 EV2991                          STATION DESCRIPTION
 EV2991
 EV2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 EV2991'3.2 MI E FROM ONTARIO.
 EV2991'3.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 EV2991'AT ONTARIO, SAN BERNARDINO COUNTY, 0.9 MILE EAST OF THE MAIN
 EV2991'GATE TO ONTARIO ARMY AIR FIELD, 2 RAILS EAST OF MILEPOST 41, AT
 EV2991'CONCRETE RAILWAY BRIDGE 41.00, IN THE TOP OF THE EAST ABUTMENT,
 EV2991'2.3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 5.2 FEET
 EV2991'SOUTH OF THE SOUTH RAIL, AND 0.9 FOOT LOWER THAN THE RAILS.
 EV2991'A STANDARD DISK, STAMPED A 98 1932.  NOTE-- THE BRIDGE HAS BEEN
 EV2991'REBUILT AND THE PORTION MENTIONED IN THE DESCRIPTION HAS BEEN
 EV2991'COVERED BY A FOOT OF NEW CONCRETE.
 EV2991
 EV2991                          STATION RECOVERY (1961)
 EV2991
 EV2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2642 ***********************************************************************
 GU2642  DESIGNATION -  AA 250
 GU2642  PID         -  GU2642
 GU2642  STATE/COUNTY-  CA/SAN BENITO
 GU2642  USGS QUAD   -  SAN FELIPE (1971)
 GU2642
 GU2642                         *CURRENT SURVEY CONTROL
 GU2642  ___________________________________________________________________
 GU2642* NAD 83(1986)-  36 53 44.     (N)    121 26 47.     (W)     SCALED    
 GU2642* NAVD 88     -        67.59   (+/-2cm)     221.8    (feet)  VERTCON   
 GU2642  ___________________________________________________________________
 GU2642  GEOID HEIGHT-         -33.09  (meters)                     GEOID09
 GU2642  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2642
 GU2642.The horizontal coordinates were scaled from a topographic map and have
 GU2642.an estimated accuracy of +/- 6 seconds.
 GU2642.
 GU2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2642
 GU2642.The vertical order pertains to the NGVD 29 superseded value.
 GU2642
 GU2642.The geoid height was determined by GEOID09.
 GU2642
 GU2642;                    North         East    Units  Estimated Accuracy
 GU2642;SPC CA 4     -   676,130.    1,781,980.      MT  (+/- 180 meters Scaled)
 GU2642
 GU2642                          SUPERSEDED SURVEY CONTROL
 GU2642
 GU2642  NGVD 29 (??/??/92)   66.730  (m)          218.93   (f) ADJ UNCH    1 2
 GU2642
 GU2642.Superseded values are not recommended for survey control.
 GU2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2642.See file dsdata.txt to determine how the superseded data were derived.
 GU2642
 GU2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF384844(NAD 83)
 GU2642
 GU2642_MARKER: DB = BENCH MARK DISK
 GU2642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2642_SP_SET: CONCRETE RESERVOIR
 GU2642_STAMPING: AA 250 1945
 GU2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2642
 GU2642  HISTORY     - Date     Condition        Report By
 GU2642  HISTORY     - 1945     MONUMENTED       CGS
 GU2642  HISTORY     - 1948     GOOD             CGS
 GU2642
 GU2642                          STATION DESCRIPTION
 GU2642
 GU2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2642'4.2 MI NW FROM HOLLISTER.
 GU2642'ABOUT 4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GU2642'FROM THE COURTHOUSE AT HOLLISTER, DIRECTLY SOUTHWEST OF MILEPOST
 GU2642'91, ABOUT 115 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACKS,
 GU2642'27 FEET SOUTHWEST OF THE SOUTH CORNER OF A FRAME BUILDING, 45.5
 GU2642'FEET NORTHWEST OF THE NORTHWEST SIDE OF A SMALL FRAME PUMP HOUSE,
 GU2642'IN THE EAST FACE OF A 4-BY 4- BY 8-FOOT CONCRETE RESERVOIR, AND ABOUT
 GU2642'0.5 FOOT BELOW THE TOP, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0779 ***********************************************************************
 DC0779  DESIGNATION -  ALAMEDA
 DC0779  PID         -  DC0779
 DC0779  STATE/COUNTY-  CA/SAN DIEGO
 DC0779  USGS QUAD   -  POINT LOMA (1994)
 DC0779
 DC0779                         *CURRENT SURVEY CONTROL
 DC0779  ___________________________________________________________________
 DC0779* NAD 83(1992)-  32 41 58.91341(N)    117 10 58.52941(W)     ADJUSTED  
 DC0779* NAVD 88     -         4.40   (+/-2cm)      14.4    (feet)  VERTCON   
 DC0779  ___________________________________________________________________
 DC0779  EPOCH DATE  -        1991.35
 DC0779  LAPLACE CORR-           4.89  (seconds)                    DEFLEC09
 DC0779  GEOID HEIGHT-         -35.20  (meters)                     GEOID09
 DC0779  HORZ ORDER  -  SECOND
 DC0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0779
 DC0779.The horizontal coordinates were established by classical geodetic methods
 DC0779.and adjusted by the National Geodetic Survey in June 1996.
 DC0779.
 DC0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0779
 DC0779.The vertical order pertains to the NGVD 29 superseded value.
 DC0779
 DC0779.The Laplace correction was computed from DEFLEC09 derived deflections.
 DC0779
 DC0779.The geoid height was determined by GEOID09.
 DC0779
 DC0779;                    North         East     Units Scale Factor Converg.
 DC0779;SPC CA 6     -   559,506.331 1,912,520.881   MT  1.00001497   -0 30 45.6
 DC0779;SPC CA 6     - 1,835,647.02  6,274,662.26   sFT  1.00001497   -0 30 45.6
 DC0779;UTM  11      - 3,618,011.041   482,854.259   MT  0.99960362   -0 05 55.8
 DC0779
 DC0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC0779!SPC CA 6     -   1.00000484  x   1.00001497  =   1.00001981
 DC0779!UTM  11      -   1.00000484  x   0.99960362  =   0.99960845
 DC0779
 DC0779:                Primary Azimuth Mark                     Grid Az
 DC0779:SPC CA 6     -  ALAMEDA AZ MK                            116 51 09.5
 DC0779:UTM  11      -  ALAMEDA AZ MK                            116 26 19.7
 DC0779
 DC0779|---------------------------------------------------------------------|
 DC0779| PID    Reference Object                     Distance      Geod. Az  |
 DC0779|                                                           dddmmss.s |
 DC0779| CB9540 ALAMEDA RM NE                        20.233 METERS 05728     |
 DC0779| CB9539 ALAMEDA AZ MK                                      1162023.9 |
 DC0779| CB9541 ALAMEDA RM SE                        19.632 METERS 17619     |
 DC0779|---------------------------------------------------------------------|
 DC0779
 DC0779                          SUPERSEDED SURVEY CONTROL
 DC0779
 DC0779  NAD 83(1986)-  32 41 58.90917(N)    117 10 58.52884(W) AD(1984.00) 2
 DC0779  NAD 27      -  32 41 58.72500(N)    117 10 55.41300(W) AD(       ) 2
 DC0779  NGVD 29 (??/??/??)    3.763  (m)           12.35   (f) ADJUSTED    1 2
 DC0779
 DC0779.Superseded values are not recommended for survey control.
 DC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0779.See file dsdata.txt to determine how the superseded data were derived.
 DC0779
 DC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8285418011(NAD 83)
 DC0779
 DC0779_MARKER: DS = TRIANGULATION STATION DISK
 DC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0779_STAMPING: ALAMEDA 1939
 DC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0779+STABILITY: SURFACE MOTION
 DC0779
 DC0779  HISTORY     - Date     Condition        Report By
 DC0779  HISTORY     - 1939     MONUMENTED       CGS
 DC0779  HISTORY     - 1944     GOOD             USE
 DC0779  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0779  HISTORY     - 1957     GOOD             CGS
 DC0779  HISTORY     - 1962     GOOD             CGS
 DC0779  HISTORY     - 1962     GOOD             CGS
 DC0779  HISTORY     - 1988     GOOD             USPSQD
 DC0779  HISTORY     - 20030301 GOOD             USPSQD
 DC0779
 DC0779                          STATION DESCRIPTION
 DC0779
 DC0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 DC0779'STATION IS LOCATED 2 FEET BELOW MANHOLE COVER, 4 FEET W OF
 DC0779'CENTER LINE OF INTERSECTION OF SECOND AND ALAMEDA STREETS, IN
 DC0779'THE CITY OF CORONADO.
 DC0779'
 DC0779'STATION MARK AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 DC0779'SET IN CONCRETE.  STATION
 DC0779'MARK IS UNSTAMPED.
 DC0779'
 DC0779'REFERENCE MARK TO NE IS MARKED, BY
 DC0779'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 DC0779'2 INCHES AND IS 1 FOOT E OF E CURB OF ALAMEDA STREET.
 DC0779'
 DC0779'REFERENCE MARK TO SE IS MARKED, BY
 DC0779'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 DC0779'2 INCHES AND IS 1 FOOT E OF E BURB OF ALAMEDA STREET.
 DC0779'
 DC0779'AZIMUTH MARK LIES 2 FEET BELOW MANHOLE COVER, 25 FEET NE OF
 DC0779'CENTER LINE OF INTERSECTION AT THE TOP OF SMALL RISE, ON
 DC0779'SECOND STREET, ABOUT 3/8 MILE E OF STATION.
 DC0779
 DC0779                          STATION RECOVERY (1944)
 DC0779
 DC0779'RECOVERY NOTE BY US ENGINEERS 1944
 DC0779'LETTER FROM AREA ENGINEER, UNITED STATES ENGINEER OFFICE,
 DC0779'P.O. BOX 710, SAN DIEGO, CALIF., DATED JANUARY 6, 1944--
 DC0779'
 DC0779'THERE IS AN APPARENT ERROR IN THE DESCRIPTION OF ALAMEDA,
 DC0779'LOCATED IN CORONADO, CALIFORNIA, AS SHOWN IN THE U.S. COAST AND
 DC0779'GEODETIC BULLETIN NO. 352.
 DC0779'
 DC0779'THE DESCRIPTION AS GIVEN IN YOUR BULLETIN SHOWS THE STATION NEAR
 DC0779'THE INTERSECTION OF SECOND STREET AND ALAMEDA BOULEVARD, CORONADO,
 DC0779'CALIFORNIA.  THIS OFFICE FOUND THE STATION AT THE INTERSECTION
 DC0779'OF THIRD STREET AND ALAMEDA BOULEVARD, CORONADO, CALIFORNIA.
 DC0779
 DC0779                          STATION RECOVERY (1955)
 DC0779
 DC0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 DC0779'STATION AND AZIMUTH ARE NOW COVERED BY ABOUT 0.4 FT. OF ASPHALT
 DC0779'AND WERE NOT RECOVERED ON THIS DATE.
 DC0779'
 DC0779'EAST REFERENCE MARK ALAMEDA AND SOUTH REFERENCE MARK ALAMEDA
 DC0779'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION, A NEW LOCAL
 DC0779'DESCRIPTION FOLLOWS--
 DC0779'
 DC0779'EAST REFERENCE MARK ALAMEDA IS AT THE INTERSECTION OF THIRD
 DC0779'STREET AND ALAMEDA BOULEVARD, 47.9 FT. NE OF THE NE CURB OF THE
 DC0779'STREET, 2.7 FT. NE EDGE OF A CONCRETE WALK LEADING TO RESIDENCE
 DC0779'273, 1.3 FT. SE OF THE SE CURB OF THE BOULEVARD, ABOUT LEVEL WITH
 DC0779'THE CURB, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DC0779'THE GROUND, A BRONZE REFERENCE-MARK DISK STAMPED 9.
 DC0779'
 DC0779'SOUTH REFERENCE MARK ALAMEDA IS AT THE INTERSECTION OF THIRD
 DC0779'STREET AND ALAMEDA BOULEVARD, 16.5 FT. SW OF THE SW CURB OF THE
 DC0779'STREET, 1.2 FT. SE OF THE SE CURB OF THE AVENUE, 0.7 FT. S OF
 DC0779'THE S CORNER OF A CONCRETE STREET MARKER, 0.1 FT. LOWER THAN
 DC0779'THE TOP OF THE CURB, AND SET IN THE TOP OF A CONCRETE POST 0.2
 DC0779'FT. UNDER THE GROUND, A BRONZE REFERENCE-MARK DISK (NOT
 DC0779'STAMPED).
 DC0779
 DC0779                          STATION RECOVERY (1957)
 DC0779
 DC0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCB)
 DC0779'THIS STATION WAS NOT RECOVERED BUT IT WAS VERIFIED THAT IT
 DC0779'IS STILL IN PLACE APPROXIMATELY 2 FT. UNDER THE STREET SURFACE.
 DC0779'IT IS AT THE INTERSECTION OF THIRD AND ALAMEDA STREETS, INSTEAD OF
 DC0779'SECOND AND ALAMEDA STREETS AS FORMERLY STATED.
 DC0779
 DC0779                          STATION RECOVERY (1962)
 DC0779
 DC0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 DC0779'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 DC0779'GOOD CONDITION.  ALL THE MARKS PREVIOUSLY UNSTAMPED WERE STAMPED
 DC0779'AT THIS DATE.  THE STATION IS LOCATED IN THE CITY OF CORONADO
 DC0779'AT THE JUNCTION OF THIRD STREET AND ALAMEDA BOULEVARD.
 DC0779'
 DC0779'THE STATION IS A STANDARD DISK STAMPED ALAMEDA 1939 SET IN THE
 DC0779'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 1.6 FEET
 DC0779'BELOW THE SURFACE OF THE BOULEVARD, AT THE BOTTOM OF A 24-INCH
 DC0779'IN DIAMETER CONCRETE WELL COVERED WITH AN IRON MANHOLE
 DC0779'COVER.  IT IS LOCATED 18.8 FEET NORTH OF THE CENTERLINE
 DC0779'INTERSECTION OF THIRD STREET AND ALAMEDA BOULEVARD, 16.2 FEET
 DC0779'EAST-NORTHEAST OF THE WEST CURB OF THE BOULEVARD AND 8.5 FEET
 DC0779'WEST-NORTHWEST OF THE EAST CURB OF THE BOULEVARD.
 DC0779'
 DC0779'REFERENCE MARK NE IS A STANDARD DISK, STAMPED 6 ALAMEDA R.M. NE
 DC0779'1939 SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 2-INCHES
 DC0779'BELOW THE SURFACE OF THE GROUND.  IT IS 48.2 FEET NORTH-NORTHEAST
 DC0779'OF THE NORTH CURB OF THIRD STREET, 5.2 FEET NORTH-NORTHEAST OF
 DC0779'THE CENTERLINE OF THE SIDEWALK TO THE RESIDENCE OF 273 ALAMEDA
 DC0779'BOULEVARD AND 1.3 FEET EAST-SOUTHEAST OF THE EAST CURB OF THE
 DC0779'BOULEVARD.
 DC0779'
 DC0779'REFERENCE MARK SE IS A STANDARD DISK STAMPED ALAMEDA RM. SE 1939
 DC0779'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 DC0779'SURFACE OF THE GROUND.  IT IS 16.4 FEET SOUTH-SOUTHWEST OF THE
 DC0779'SOUTH CURB OF THIRD STREET AND 1.3 FEET EAST-SOUTHEAST OF THE EAST
 DC0779'CURB OF ALAMEDA BOULEVARD.
 DC0779'
 DC0779'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALAMEDA 1939 SET
 DC0779'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT 1.5 FEET BELOW THE
 DC0779'STREET SURFACE IN A 24-INCH IN DIAMETER CONCRETE WELL, COVERED
 DC0779'BY AN IRON MANHOLE COVER.  IT IS AT THE INTERSECTION OF THIRD
 DC0779'STREET AND F AVENUE, 39 FEET NORTHEAST OF THE CENTERLINE
 DC0779'INTERSECTION OF THE STREETS AND 7 FEET SOUTH-SOUTHWEST OF THE
 DC0779'NORTH CURB OF THIRD STREET.
 DC0779
 DC0779                          STATION RECOVERY (1962)
 DC0779
 DC0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0779'AT CORONADO.
 DC0779'AT CORONADO, AT THE JUNCTION OF THIRD STREET AND ALAMEDA
 DC0779'BOULEVARD, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DC0779'THAT IS 1.6 FEET BELOW THE SURFACE OF THE BOULEVARD, AT THE
 DC0779'BOTTOM OF A 24-INCH IN DIAMETER CONCRETE WELL COVERED WITH AN
 DC0779'IRON MANHOLE COVER.  IT IS LOCATED 18.8 FEET NORTH OF THE
 DC0779'CENTERLINE JUNCTION OF THIRD STREET AND ALAMEDA BOULEVARD,
 DC0779'16.2 FEET EAST-NORTHEAST OF THE WEST CURB OF THE BOULEVARD
 DC0779'AND 8.5 FEET WEST-NORTHWEST OF THE EAST CURB OF THE BOULEVARD.
 DC0779
 DC0779                          STATION RECOVERY (1988)
 DC0779
 DC0779'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC)
 DC0779'RECOVERED IN GOOD CONDITION.
 DC0779
 DC0779                          STATION RECOVERY (2003)
 DC0779
 DC0779'RECOVERY NOTE BY US POWER SQUADRON 2003 (MPM)
 DC0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0044 ***********************************************************************
 DY0044  DESIGNATION -  ARTESIA E 9
 DY0044  PID         -  DY0044
 DY0044  STATE/COUNTY-  CA/ORANGE
 DY0044  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0044
 DY0044                         *CURRENT SURVEY CONTROL
 DY0044  ___________________________________________________________________
 DY0044* NAD 83(1986)-  33 49 52.     (N)    118 03 47.     (W)     SCALED    
 DY0044* NAVD 88     -        12.36   (+/-2cm)      40.6    (feet)  VERTCON   
 DY0044  ___________________________________________________________________
 DY0044  GEOID HEIGHT-         -35.63  (meters)                     GEOID09
 DY0044  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0044
 DY0044.The horizontal coordinates were scaled from a topographic map and have
 DY0044.an estimated accuracy of +/- 6 seconds.
 DY0044.
 DY0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0044
 DY0044.The vertical order pertains to the NGVD 29 superseded value.
 DY0044
 DY0044.The geoid height was determined by GEOID09.
 DY0044
 DY0044;                    North         East    Units  Estimated Accuracy
 DY0044;SPC CA 6     -   686,060.    1,832,180.      MT  (+/- 180 meters Scaled)
 DY0044
 DY0044                          SUPERSEDED SURVEY CONTROL
 DY0044
 DY0044  NGVD 29 (??/??/92)   11.635  (m)           38.17   (f) ADJ UNCH    1 2
 DY0044
 DY0044.Superseded values are not recommended for survey control.
 DY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0044.See file dsdata.txt to determine how the superseded data were derived.
 DY0044
 DY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016439(NAD 83)
 DY0044
 DY0044_MARKER: DD = SURVEY DISK
 DY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0044_STAMPING: ARTESIA 1942 E-9 COUNTY SURVEYOR RE 2177
 DY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0044+STABILITY: SURFACE MOTION
 DY0044
 DY0044  HISTORY     - Date     Condition        Report By
 DY0044  HISTORY     - 1942     MONUMENTED       CA-037
 DY0044  HISTORY     - 1945     GOOD             CGS
 DY0044  HISTORY     - 1961     MARK NOT FOUND   CGS
 DY0044  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0044
 DY0044                          STATION DESCRIPTION
 DY0044
 DY0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0044'2.8 MI SE FROM ARTESIA.
 DY0044'ABOUT 1.0 MILE EAST ALONG ORANGETHORPE AVENUE FROM ARTESIA,
 DY0044'THENCE 1.8 MILES SOUTH ALONG BLOOMFIELD AVENUE, SET AT THE
 DY0044'INTERSECTION OF BLOOMFIELD AVE. AND CARSON AVE., 76.7 FEET EAST
 DY0044'OF CENTER-LINE OF BLOOMFIELD, 18 FEET NORTH OF CENTER-LINE OF
 DY0044'CARSON, 8.7 FEET SOUTH OF THE WEST END OF THE NORTHWEST WINGWALL
 DY0044'OF BRIDGE NO. BR.55-174, A LOS ANGELES COUNTY CONTROL SYSTEM
 DY0044'TRAVERSE STATION SET ABOUT 1.3 FEET BELOW ROAD LEVEL AND INSIDE
 DY0044'A 6 INCH IRON PIPE WITH A IRON LID WHICH HAS THE CASTING COUNTY
 DY0044'SURVEYOR MONUMENT ON TOP OF IT.  A LOS ANGELES COUNTY SURVEY
 DY0044'CONTROL SYSTEM STANDARD TRAVERSE-STATION DISK, STAMPED ARTESIA
 DY0044'E 9 1942 RE 2177 AND SET IN THE TOP OF A CONCRETE POST.
 DY0044
 DY0044                          STATION RECOVERY (1961)
 DY0044
 DY0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY0044'MARK NOT FOUND.
 DY0044
 DY0044                          STATION RECOVERY (2004)
 DY0044
 DY0044'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0072 ***********************************************************************
 DY0072  DESIGNATION -  ARTESIA G 4
 DY0072  PID         -  DY0072
 DY0072  STATE/COUNTY-  CA/LOS ANGELES
 DY0072  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0072
 DY0072                         *CURRENT SURVEY CONTROL
 DY0072  ___________________________________________________________________
 DY0072* NAD 83(1986)-  33 52 22.     (N)    118 02 46.     (W)     SCALED    
 DY0072* NAVD 88     -        18.53   (+/-2cm)      60.8    (feet)  VERTCON   
 DY0072  ___________________________________________________________________
 DY0072  GEOID HEIGHT-         -35.53  (meters)                     GEOID09
 DY0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0072
 DY0072.The horizontal coordinates were scaled from a topographic map and have
 DY0072.an estimated accuracy of +/- 6 seconds.
 DY0072.
 DY0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0072
 DY0072.The vertical order pertains to the NGVD 29 superseded value.
 DY0072
 DY0072.The geoid height was determined by GEOID09.
 DY0072
 DY0072;                    North         East    Units  Estimated Accuracy
 DY0072;SPC CA 5     -   541,350.    1,995,730.      MT  (+/- 180 meters Scaled)
 DY0072
 DY0072                          SUPERSEDED SURVEY CONTROL
 DY0072
 DY0072  NGVD 29 (??/??/92)   17.803  (m)           58.41   (f) ADJ UNCH    1 2
 DY0072
 DY0072.Superseded values are not recommended for survey control.
 DY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0072.See file dsdata.txt to determine how the superseded data were derived.
 DY0072
 DY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT032485(NAD 83)
 DY0072
 DY0072_MARKER: DE = TRAVERSE STATION DISK
 DY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0072_STAMPING: ARTESIA G 4 1942 COUNTY SURVEYOR RE 2177
 DY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0072+STABILITY: SURFACE MOTION
 DY0072
 DY0072  HISTORY     - Date     Condition        Report By
 DY0072  HISTORY     - 1942     MONUMENTED       CA-037
 DY0072  HISTORY     - 1945     GOOD             CGS
 DY0072  HISTORY     - 1961     GOOD             CGS
 DY0072
 DY0072                          STATION DESCRIPTION
 DY0072
 DY0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0072'2 MI E FROM ARTESIA.
 DY0072'ABOUT 2 MILES EAST ALONG ARTESIA AVENUE FROM ARTESIA, AT THE
 DY0072'INTERSECTION OF ARTESIA AVENUE AND CARMENITA ROAD, 12 FEET
 DY0072'SOUTH OF CENTER LINE OF ARTESIA AVENUE, 6 FEET WEST OF CENTER
 DY0072'LINE OF CARMENITA ROAD, A LOS ANGELES COUNTY SURVEY CONTROL
 DY0072'SYSTEM TRAVERSE STATION MARK SET 1 FOOT BELOW ROAD LEVEL AND IN
 DY0072'A CONCRETE POST WITHIN A 6 INCH IRON PIPE WITH AN IRON COVER
 DY0072'WHICH HAS THE CASTING COUNTY SURVEYOR MONUMENT.  A LOS ANGELES
 DY0072'COUNTY SURVEY CONTROL SYSTEM STANDARD DISK, STAMPED ARTESIA
 DY0072'G 4 1942 RE 2177.
 DY0072
 DY0072                          STATION RECOVERY (1961)
 DY0072
 DY0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1003 ***********************************************************************
 KS1003  DESIGNATION -  B 146
 KS1003  PID         -  KS1003
 KS1003  STATE/COUNTY-  CA/BUTTE
 KS1003  USGS QUAD   -  PALERMO (1970)
 KS1003
 KS1003                         *CURRENT SURVEY CONTROL
 KS1003  ___________________________________________________________________
 KS1003* NAD 83(1986)-  39 29 52.     (N)    121 34 47.     (W)     SCALED    
 KS1003* NAVD 88     -        52.368  (meters)     171.81   (feet)  ADJUSTED  
 KS1003  ___________________________________________________________________
 KS1003  GEOID HEIGHT-         -27.87  (meters)                     GEOID09
 KS1003  DYNAMIC HT  -          52.339 (meters)     171.72  (feet)  COMP
 KS1003  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 KS1003
 KS1003  VERT ORDER  -  FIRST     CLASS II
 KS1003
 KS1003.The horizontal coordinates were scaled from a topographic map and have
 KS1003.an estimated accuracy of +/- 6 seconds.
 KS1003.
 KS1003.The orthometric height was determined by differential leveling and
 KS1003.adjusted in June 1991.
 KS1003
 KS1003.The geoid height was determined by GEOID09.
 KS1003
 KS1003.The dynamic height is computed by dividing the NAVD 88
 KS1003.geopotential number by the normal gravity value computed on the
 KS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1003.degrees latitude (g = 980.6199 gals.).
 KS1003
 KS1003.The modeled gravity was interpolated from observed gravity values.
 KS1003
 KS1003;                    North         East    Units  Estimated Accuracy
 KS1003;SPC CA 2     -   703,350.    2,036,150.      MT  (+/- 180 meters Scaled)
 KS1003
 KS1003                          SUPERSEDED SURVEY CONTROL
 KS1003
 KS1003  NGVD 29 (??/??/??)   51.662  (m)          169.49   (f) ADJUSTED    1 2
 KS1003
 KS1003.Superseded values are not recommended for survey control.
 KS1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1003.See file dsdata.txt to determine how the superseded data were derived.
 KS1003
 KS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ221729(NAD 83)
 KS1003
 KS1003_MARKER: DB = BENCH MARK DISK
 KS1003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KS1003_SP_SET: CURB
 KS1003_STAMPING: B 146 1932
 KS1003_MARK LOGO: CGS   
 KS1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 KS1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS1003+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1999
 KS1003
 KS1003  HISTORY     - Date     Condition        Report By
 KS1003  HISTORY     - 1932     MONUMENTED       CGS
 KS1003  HISTORY     - 1948     GOOD             CGS
 KS1003  HISTORY     - 19880624 GOOD             USPSQD
 KS1003  HISTORY     - 19880804 GOOD             NGS
 KS1003  HISTORY     - 19990424 GOOD             NGS
 KS1003
 KS1003                          STATION DESCRIPTION
 KS1003
 KS1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1003'2.1 MI W FROM OROVILLE.
 KS1003'1.6 MILES WEST AND SOUTH ALONG STATE HIGHWAY 24 FROM THE
 KS1003'BANK OF AMERICA BUILDING AT OROVILLE, BUTTE COUNTY, THENCE
 KS1003'0.5 MILE WEST ALONG THE OROVILLE-RICHVALE ROAD, AT THE BRIDGE
 KS1003'OVER FEATHER RIVER, ON THE SOUTH SIDE OF THE BRIDGE AND AT
 KS1003'THE WEST END OF THE STEEL SPAN FOR THE BRIDGE (NOT AT THE
 KS1003'WEST END OF THE BRIDGE STRUCTURE), IN THE TOP OF THE CONCRETE
 KS1003'CURB, DIRECTLY OVER THE FIRST PIER EAST OF THE WEST END OF THE
 KS1003'BRIDGE, 0.8 FOOT EAST OF A DIVISION IN THE CURBING, AND ABOUT
 KS1003'1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  A STANDARD DISK,
 KS1003'STAMPED B 146 1932.
 KS1003
 KS1003                          STATION RECOVERY (1988)
 KS1003
 KS1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (WG)
 KS1003'RECOVERED IN GOOD CONDITION.
 KS1003
 KS1003                          STATION RECOVERY (1988)
 KS1003
 KS1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1003'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM
 KS1003'(0.25 MI) WESTERLY ALONG STATE HIGHWAY 162 FROM THE JUNCTION OF STATE
 KS1003'HIGHWAY 70 IN OROVILLE.
 KS1003
 KS1003                          STATION RECOVERY (1999)
 KS1003
 KS1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 KS1003'0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 162 FROM THE JUNCTION OF
 KS1003'STATE HIGHWAY 70 IN OROVILLE, IN THE SOUTH CONCRETE CURB OF THE
 KS1003'HIGHWAY BRIDGE SPANNING THE FEATHER RIVER, DIRECTLY OVER THE FIRST
 KS1003'PIER EAST OF THE WEST END OF THE BRIDGE, AT THE WEST END OF THE SOUTH
 KS1003'BRIDGE GIRDER, 3.1 M (10.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M
 KS1003'(1.0 FT) EAST OF A BREAK IN THE CURBING, AND 0.3 M (1.0 FT) ABOVE THE
 KS1003'LEVEL OF THE HIGHWAY.  NOTE--THE MARK WILL BE DESTROYED BY
 KS1003'CONSTRUCTION IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0050 ***********************************************************************
 FT0050  DESIGNATION -  B 163
 FT0050  PID         -  FT0050
 FT0050  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0050  USGS QUAD   -  BAKER (1983)
 FT0050
 FT0050                         *CURRENT SURVEY CONTROL
 FT0050  ___________________________________________________________________
 FT0050* NAD 83(1986)-  35 21 06.     (N)    116 05 27.     (W)     SCALED    
 FT0050* NAVD 88     -       284.913  (meters)     934.75   (feet)  ADJUSTED  
 FT0050  ___________________________________________________________________
 FT0050  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 FT0050  DYNAMIC HT  -         284.626 (meters)     933.81  (feet)  COMP
 FT0050  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 FT0050
 FT0050  VERT ORDER  -  FIRST     CLASS II
 FT0050
 FT0050.The horizontal coordinates were scaled from a topographic map and have
 FT0050.an estimated accuracy of +/- 6 seconds.
 FT0050.
 FT0050.The orthometric height was determined by differential leveling and
 FT0050.adjusted in June 1991.
 FT0050
 FT0050.The geoid height was determined by GEOID09.
 FT0050
 FT0050.The dynamic height is computed by dividing the NAVD 88
 FT0050.geopotential number by the normal gravity value computed on the
 FT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0050.degrees latitude (g = 980.6199 gals.).
 FT0050
 FT0050.The modeled gravity was interpolated from observed gravity values.
 FT0050
 FT0050;                    North         East    Units  Estimated Accuracy
 FT0050;SPC CA 5     -   707,050.    2,173,520.      MT  (+/- 180 meters Scaled)
 FT0050
 FT0050                          SUPERSEDED SURVEY CONTROL
 FT0050
 FT0050  NGVD 29 (05/01/91)  284.240  (m)          932.54   (f) ADJUSTED    1 2
 FT0050
 FT0050.Superseded values are not recommended for survey control.
 FT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0050.See file dsdata.txt to determine how the superseded data were derived.
 FT0050
 FT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV826124(NAD 83)
 FT0050
 FT0050_MARKER: DB = BENCH MARK DISK
 FT0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0050_STAMPING: B 163 1933 932.941
 FT0050_MARK LOGO: CGS   
 FT0050_PROJECTION: PROJECTING 35 CENTIMETERS
 FT0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0050+STABILITY: SURFACE MOTION
 FT0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0050+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2010
 FT0050
 FT0050  HISTORY     - Date     Condition        Report By
 FT0050  HISTORY     - 1933     MONUMENTED       CGS
 FT0050  HISTORY     - 1945     GOOD             CGS
 FT0050  HISTORY     - 1982     GOOD             NGS
 FT0050  HISTORY     - 20100307 GOOD             GEOCAC
 FT0050
 FT0050                          STATION DESCRIPTION
 FT0050
 FT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0050'2 MI SE FROM SILVER LAKE.
 FT0050'ALONG STATE HIGHWAY 127, 2.0 MILES SOUTHEAST OF THE OLD RAILROAD
 FT0050'STATION AT SILVER LAKE, 1.9 MILES SOUTHEAST OF THE CROSSING OF
 FT0050'HIGHWAY AND DIRT ROAD AT SILVER LAKE, 0.65 MILE NORTHWEST OF THE
 FT0050'CIVIL AERONAUTICS ADMINISTRATION BUILDING AT SILVER LAKE
 FT0050'INTERMEDIATE FIELD, 1.6 MILES SOUTHEAST OF THE JUNCTION OF A
 FT0050'DIRT ROAD LEADING SOUTHWEST TO THE CAA RADIO RECEIVING AND
 FT0050'TRANSMITTING TOWERS, 109.0 FEET NORTHEAST OF THE CENTERLINE
 FT0050'OF THE HIGHWAY, 85.0 FEET SOUTHWEST OF OLD RAILWAY MILE POST
 FT0050'NO. 48, 35.8 FEET SOUTHWEST OF THE CENTER OF ABANDONED RAILWAY
 FT0050'BED, 1.4 FEET NORTHWEST OF REFERENCE POST, A BENCH MARK DISK SET
 FT0050'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE GROUND.
 FT0050
 FT0050                          STATION RECOVERY (1982)
 FT0050
 FT0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0050'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FT0050'9.9 KM (6.25 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT0050'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, 0.35 KM (0.25 MI)
 FT0050'NORTHWEST OF MILEPOST 6, 3.0 KM (1.9 MI) SOUTHEAST OF THE RUINS OF AN
 FT0050'ADOBE HOUSE AT THE OLD CITY SITE OF SILVER LAKE, 33.3 METERS (109 FT)
 FT0050'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11 METERS (36 FT)
 FT0050'SOUTHWEST OF THE CENTER OF THE OLD RAILROAD GRADE, 0.45 METER (1.4 FT)
 FT0050'NORTHWEST OF A WOODEN WITNESS POST.
 FT0050'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 FT0050'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 FT0050
 FT0050                          STATION RECOVERY (2010)
 FT0050
 FT0050'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 FT0050'HH2  352106.2 1160529.5
 FT0050' 
 FT0050' 
 FT0050' 
 FT0050' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2641 ***********************************************************************
 GU2641  DESIGNATION -  B 250 RESET 1945
 GU2641  PID         -  GU2641
 GU2641  STATE/COUNTY-  CA/SAN BENITO
 GU2641  USGS QUAD   -  SAN FELIPE (1971)
 GU2641
 GU2641                         *CURRENT SURVEY CONTROL
 GU2641  ___________________________________________________________________
 GU2641* NAD 83(1986)-  36 53 00.     (N)    121 25 52.     (W)     SCALED    
 GU2641* NAVD 88     -        71.91   (+/-2cm)     235.9    (feet)  VERTCON   
 GU2641  ___________________________________________________________________
 GU2641  GEOID HEIGHT-         -33.09  (meters)                     GEOID09
 GU2641  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2641
 GU2641.The horizontal coordinates were scaled from a topographic map and have
 GU2641.an estimated accuracy of +/- 6 seconds.
 GU2641.
 GU2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2641
 GU2641.The vertical order pertains to the NGVD 29 superseded value.
 GU2641
 GU2641.The geoid height was determined by GEOID09.
 GU2641
 GU2641;                    North         East    Units  Estimated Accuracy
 GU2641;SPC CA 4     -   674,730.    1,783,310.      MT  (+/- 180 meters Scaled)
 GU2641
 GU2641                          SUPERSEDED SURVEY CONTROL
 GU2641
 GU2641  NGVD 29 (??/??/92)   71.05   (m)          233.1    (f) COMPUTED    1 2
 GU2641
 GU2641.Superseded values are not recommended for survey control.
 GU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2641.See file dsdata.txt to determine how the superseded data were derived.
 GU2641
 GU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF398830(NAD 83)
 GU2641
 GU2641_MARKER: DB = BENCH MARK DISK
 GU2641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2641_SP_SET: CULVERT
 GU2641_STAMPING: B 250 RESET 1945
 GU2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2641
 GU2641  HISTORY     - Date     Condition        Report By
 GU2641  HISTORY     - 1945     MONUMENTED       CGS
 GU2641  HISTORY     - 1948     GOOD             CGS
 GU2641  HISTORY     - 1972     GOOD             NGS
 GU2641
 GU2641                          STATION DESCRIPTION
 GU2641
 GU2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2641'3.1 MI NW FROM HOLLISTER.
 GU2641'ABOUT 3.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GU2641'FROM THE COURTHOUSE AT HOLLISTER, 42 FEET SOUTH OF THE SECOND
 GU2641'POLE SOUTHEAST OF MILEPOST 92, AT CULVERT 92.00, IN THE TOP OF THE
 GU2641'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, AND ABOUT 6
 GU2641'FEET LOWER THAN THE TRACK.
 GU2641
 GU2641                          STATION RECOVERY (1972)
 GU2641
 GU2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0648 ***********************************************************************
 EW0648  DESIGNATION -  B 306
 EW0648  PID         -  EW0648
 EW0648  STATE/COUNTY-  CA/LOS ANGELES
 EW0648  USGS QUAD   -  DEL SUR (1995)
 EW0648
 EW0648                         *CURRENT SURVEY CONTROL
 EW0648  ___________________________________________________________________
 EW0648* NAD 83(1986)-  34 42 15.1    (N)    118 15 47.2    (W)     HD_HELD2  
 EW0648* NAVD 88     -       724.86   (+/-2cm)    2378.1    (feet)  VERTCON   
 EW0648  ___________________________________________________________________
 EW0648  GEOID HEIGHT-         -32.25  (meters)                     GEOID09
 EW0648  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0648
 EW0648.The horizontal coordinates were established by autonomous hand held GPS
 EW0648.observations and have an estimated accuracy of +/- 10 meters.
 EW0648.
 EW0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0648
 EW0648.The vertical order pertains to the NGVD 29 superseded value.
 EW0648
 EW0648.The geoid height was determined by GEOID09.
 EW0648
 EW0648;                    North         East    Units  Estimated Accuracy
 EW0648;SPC CA 5     -   633,606.    1,975,897.      MT  (+/- 10 meters HH2 GPS)
 EW0648
 EW0648                          SUPERSEDED SURVEY CONTROL
 EW0648
 EW0648  NGVD 29 (??/??/92)  724.018  (m)         2375.38   (f) ADJ UNCH    1 1
 EW0648
 EW0648.Superseded values are not recommended for survey control.
 EW0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0648.See file dsdata.txt to determine how the superseded data were derived.
 EW0648
 EW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU8432240966(NAD 83)
 EW0648
 EW0648_MARKER: DB = BENCH MARK DISK
 EW0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0648_STAMPING: B 306 1935
 EW0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0648+STABILITY: SURFACE MOTION
 EW0648
 EW0648  HISTORY     - Date     Condition        Report By
 EW0648  HISTORY     - 1935     MONUMENTED       CGS
 EW0648  HISTORY     - 1971     GOOD             NGS
 EW0648
 EW0648                          STATION DESCRIPTION
 EW0648
 EW0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0648'7 MI W FROM LANCASTER.
 EW0648'7.05 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0648'HIGHWAY AT LANCASTER, 0.5 MILE WEST OF THE JUNCTION OF 70TH
 EW0648'STREET WEST, AT THE CROSSING OF A POWER LINE, AT THE JUNCTION
 EW0648'OF A DIRT ROAD NORTH, ABOUT 300 FEET NORTHWEST AND ACROSS THE
 EW0648'AVENUE FROM A STORE, 62 FEET NORTH OF THE CENTER LINE OF THE
 EW0648'AVENUE, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 1/2
 EW0648'FEET NORTH OF JUNCTION POWER POLE 95783E, 11 FEET NORTH OF THE
 EW0648'NORTH END OF A WIRE GATE, 0.8 FOOT WEST OF A FENCE, 1.0 FOOT
 EW0648'SOUTH OF A COUNTY WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 EW0648'ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 EW0648'SEC 9, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0498 ***********************************************************************
 FU0498  DESIGNATION -  B 68
 FU0498  PID         -  FU0498
 FU0498  STATE/COUNTY-  CA/KERN
 FU0498  USGS QUAD   -  MOJAVE (1992)
 FU0498
 FU0498                         *CURRENT SURVEY CONTROL
 FU0498  ___________________________________________________________________
 FU0498* NAD 83(1986)-  35 02 15.     (N)    118 09 36.     (W)     SCALED    
 FU0498* NAVD 88     -       822.729  (meters)    2699.24   (feet)  ADJUSTED  
 FU0498  ___________________________________________________________________
 FU0498  GEOID HEIGHT-         -31.61  (meters)                     GEOID09
 FU0498  DYNAMIC HT  -         821.788 (meters)    2696.15  (feet)  COMP
 FU0498  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 FU0498
 FU0498  VERT ORDER  -  SECOND    CLASS 0
 FU0498
 FU0498.The horizontal coordinates were scaled from a topographic map and have
 FU0498.an estimated accuracy of +/- 6 seconds.
 FU0498.
 FU0498.The orthometric height was determined by differential leveling and
 FU0498.adjusted in June 1991.
 FU0498
 FU0498.WARNING-Repeat measurements at this control monument indicate possible
 FU0498.vertical movement.
 FU0498
 FU0498.The geoid height was determined by GEOID09.
 FU0498
 FU0498.The dynamic height is computed by dividing the NAVD 88
 FU0498.geopotential number by the normal gravity value computed on the
 FU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0498.degrees latitude (g = 980.6199 gals.).
 FU0498
 FU0498.The modeled gravity was interpolated from observed gravity values.
 FU0498
 FU0498;                    North         East    Units  Estimated Accuracy
 FU0498;SPC CA 5     -   670,560.    1,985,400.      MT  (+/- 180 meters Scaled)
 FU0498
 FU0498                          SUPERSEDED SURVEY CONTROL
 FU0498
 FU0498  NGVD 29 (??/??/92)  821.819  (m)         2696.25   (f) ADJ UNCH    2 0
 FU0498
 FU0498.Superseded values are not recommended for survey control.
 FU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0498.See file dsdata.txt to determine how the superseded data were derived.
 FU0498
 FU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU941778(NAD 83)
 FU0498
 FU0498_MARKER: DB = BENCH MARK DISK
 FU0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0498_SP_SET: CONCRETE POST
 FU0498_STAMPING: B 68 1927
 FU0498_MARK LOGO: CGS   
 FU0498_PROJECTION: PROJECTING 30 CENTIMETERS
 FU0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0498+STABILITY: SURFACE MOTION
 FU0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0498+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 FU0498
 FU0498  HISTORY     - Date     Condition        Report By
 FU0498  HISTORY     - 1927     MONUMENTED       CGS
 FU0498  HISTORY     - 1973     GOOD             NGS
 FU0498  HISTORY     - 1983     GOOD             NGS
 FU0498  HISTORY     - 1983     GOOD             NGS
 FU0498  HISTORY     - 19890630 GOOD             NGS
 FU0498
 FU0498                          STATION DESCRIPTION
 FU0498
 FU0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FU0498'1.3 MI SE FROM MOJAVE.
 FU0498'0.4 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FU0498'FROM THE STATION AT MOJAVE, THENCE 0.9 MILE SOUTHEAST ALONG AN
 FU0498'ABANDONED RAILROAD BED, 136 1/2 FEET EAST-NORTHEAST AND ACROSS
 FU0498'THE RAILROAD BED FROM MILEPOLE 817, 87.0 FEET NORTHEAST OF THE
 FU0498'CENTER OF THE RAILROAD BED, 17 1/2 FEET NORTHEAST OF THE CENTER
 FU0498'OF A DRAINAGE DITCH, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 FU0498'LEVEL WITH THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 FU0498'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  SEC 16, T11N, R12W.
 FU0498
 FU0498                          STATION RECOVERY (1983)
 FU0498
 FU0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FU0498'RECOVERED IN GOOD CONDITION.
 FU0498
 FU0498                          STATION RECOVERY (1983)
 FU0498
 FU0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FU0498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FU0498'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  THE
 FU0498'1961 DESCRIPTION IS ADEQUATE EXCEPT ADD--28.0 METERS (92 FT) NORTHEAST
 FU0498'OF THE CENTER OF THE OLD RAILROAD BED.
 FU0498'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FU0498
 FU0498                          STATION RECOVERY (1989)
 FU0498
 FU0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0498'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 FU0498'(0.35 MI) SOUTH ALONG THE SOUTHERN PACIFIC AND SANTA FE RAILROADS
 FU0498'FROM THE STATION AT MOJAVE, THENCE 1.5 KM (0.95 MI) SOUTHEASTERLY
 FU0498'ALONG AN ABANDONED RAILROAD BED.  41.4 M (135.8 FT) NORTHEAST OF
 FU0498'BENCH MARK A 1146, 28.5 M (93.5 FT) NORTHEAST OF THE CENTER OF THE
 FU0498'RAILROAD BED, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2021 ***********************************************************************
 GU2021  DESIGNATION -  B 697
 GU2021  PID         -  GU2021
 GU2021  STATE/COUNTY-  CA/MONTEREY
 GU2021  USGS QUAD   -  SALINAS (1984)
 GU2021
 GU2021                         *CURRENT SURVEY CONTROL
 GU2021  ___________________________________________________________________
 GU2021* NAD 83(1986)-  36 41 59.     (N)    121 39 07.     (W)     SCALED    
 GU2021* NAVD 88     -        23.78   (+/-2cm)      78.0    (feet)  VERTCON   
 GU2021  ___________________________________________________________________
 GU2021  GEOID HEIGHT-         -33.75  (meters)                     GEOID09
 GU2021  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2021
 GU2021.The horizontal coordinates were scaled from a topographic map and have
 GU2021.an estimated accuracy of +/- 6 seconds.
 GU2021.
 GU2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2021
 GU2021.The vertical order pertains to the NGVD 29 superseded value.
 GU2021
 GU2021.The geoid height was determined by GEOID09.
 GU2021
 GU2021;                    North         East    Units  Estimated Accuracy
 GU2021;SPC CA 4     -   654,890.    1,763,070.      MT  (+/- 180 meters Scaled)
 GU2021
 GU2021                          SUPERSEDED SURVEY CONTROL
 GU2021
 GU2021  NGVD 29 (??/??/92)   22.949  (m)           75.29   (f) ADJ UNCH    1 2
 GU2021
 GU2021.Superseded values are not recommended for survey control.
 GU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2021.See file dsdata.txt to determine how the superseded data were derived.
 GU2021
 GU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF204624(NAD 83)
 GU2021
 GU2021_MARKER: DB = BENCH MARK DISK
 GU2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2021_STAMPING: B 697 1943
 GU2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2021+STABILITY: SURFACE MOTION
 GU2021
 GU2021  HISTORY     - Date     Condition        Report By
 GU2021  HISTORY     - 1943     MONUMENTED       CGS
 GU2021  HISTORY     - 1968     GOOD             CGS
 GU2021  HISTORY     - 1968     MARK NOT FOUND   CGS
 GU2021
 GU2021                          STATION DESCRIPTION
 GU2021
 GU2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU2021'1.4 MI N FROM SALINAS.
 GU2021'1.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE SOUTHERN PACIFIC
 GU2021'CO. RAILROAD STATION AT SALINAS, MONTEREY COUNTY, AT THE JUNCTION
 GU2021'OF A STREET LEADING WEST TO AMERICAN LEGION AIRPORT, 67 FEET
 GU2021'SOUTH OF THE CENTERLINE OF THE STREET, 61.7 FEET WEST OF THE
 GU2021'CENTERLINE OF THE HIGHWAY, 39 FEET SOUTHWEST OF A STOP SIGN, AT
 GU2021'THE NORTHEAST CORNER OF THE LANDING FIELD, AND 1.7 FEET SOUTH
 GU2021'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 697
 GU2021'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 GU2021'ABOVE GROUND.
 GU2021
 GU2021                          STATION RECOVERY (1968)
 GU2021
 GU2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GU2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0818 ***********************************************************************
 DX0818  DESIGNATION -  B 71 RESET
 DX0818  PID         -  DX0818
 DX0818  STATE/COUNTY-  CA/RIVERSIDE
 DX0818  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0818
 DX0818                         *CURRENT SURVEY CONTROL
 DX0818  ___________________________________________________________________
 DX0818* NAD 83(1986)-  33 53 26.     (N)    116 32 10.     (W)     SCALED    
 DX0818* NAVD 88     -       190.02   (+/-2cm)     623.4    (feet)  VERTCON   
 DX0818  ___________________________________________________________________
 DX0818  GEOID HEIGHT-         -32.28  (meters)                     GEOID09
 DX0818  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0818
 DX0818.The horizontal coordinates were scaled from a topographic map and have
 DX0818.an estimated accuracy of +/- 6 seconds.
 DX0818.
 DX0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0818
 DX0818.The vertical order pertains to the NGVD 29 superseded value.
 DX0818
 DX0818.The geoid height was determined by GEOID09.
 DX0818
 DX0818;                    North         East    Units  Estimated Accuracy
 DX0818;SPC CA 6     -   691,230.    1,973,530.      MT  (+/- 180 meters Scaled)
 DX0818
 DX0818                          SUPERSEDED SURVEY CONTROL
 DX0818
 DX0818  NGVD 29 (??/??/??)  189.276  (m)          620.98   (f) ADJUSTED    1 2
 DX0818
 DX0818.Superseded values are not recommended for survey control.
 DX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0818.See file dsdata.txt to determine how the superseded data were derived.
 DX0818
 DX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT428501(NAD 83)
 DX0818
 DX0818_MARKER: DB = BENCH MARK DISK
 DX0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0818_STAMPING: 620.984 B 71 RESET 1931
 DX0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0818+STABILITY: SURFACE MOTION
 DX0818
 DX0818  HISTORY     - Date     Condition        Report By
 DX0818  HISTORY     - 1931     MONUMENTED       SPRR
 DX0818  HISTORY     - 1960     GOOD             CGS
 DX0818
 DX0818                          STATION DESCRIPTION
 DX0818
 DX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DX0818'0.9 MI SE FROM GARNET.
 DX0818'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX0818'STATION AT GARNET, NEAR THE EAST END OF GARNET SIDING, 10.6 FEET
 DX0818'WEST OF THE FIRST TELEPHONE POLE WEST OF MILEPOST 589, 198.8 FEET
 DX0818'EAST NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 DX0818'OF A SIGNAL BRIDGE, 106.8 FEET EAST OF THE SHARP TOP OF A BROKEN
 DX0818'BOULDER (THE EAST ONE OF TWO LARGE BOULDERS), 42.6 FEET NORTH
 DX0818'OF THE MAIN TRACK, 3 FEET SOUTH OF A LINE OF TELEPHONE POLES
 DX0818'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0108 ***********************************************************************
 DZ0108  DESIGNATION -  B 740
 DZ0108  PID         -  DZ0108
 DZ0108  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0108  USGS QUAD   -  LOMPOC (1982)
 DZ0108
 DZ0108                         *CURRENT SURVEY CONTROL
 DZ0108  ___________________________________________________________________
 DZ0108* NAD 83(1986)-  34 43 03.     (N)    120 26 01.     (W)     SCALED    
 DZ0108* NAVD 88     -       179.88   (+/-2cm)     590.2    (feet)  VERTCON   
 DZ0108  ___________________________________________________________________
 DZ0108  GEOID HEIGHT-         -35.98  (meters)                     GEOID09
 DZ0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0108
 DZ0108.The horizontal coordinates were scaled from a topographic map and have
 DZ0108.an estimated accuracy of +/- 6 seconds.
 DZ0108.
 DZ0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0108
 DZ0108.The vertical order pertains to the NGVD 29 superseded value.
 DZ0108
 DZ0108.The geoid height was determined by GEOID09.
 DZ0108
 DZ0108;                    North         East    Units  Estimated Accuracy
 DZ0108;SPC CA 5     -   637,750.    1,777,120.      MT  (+/- 180 meters Scaled)
 DZ0108
 DZ0108                          SUPERSEDED SURVEY CONTROL
 DZ0108
 DZ0108  NGVD 29 (??/??/92)  179.088  (m)          587.56   (f) ADJ UNCH    1 2
 DZ0108
 DZ0108.Superseded values are not recommended for survey control.
 DZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0108.See file dsdata.txt to determine how the superseded data were derived.
 DZ0108
 DZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD350447(NAD 83)
 DZ0108
 DZ0108_MARKER: DB = BENCH MARK DISK
 DZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0108_STAMPING: B 740 1945
 DZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0108+STABILITY: SURFACE MOTION
 DZ0108
 DZ0108  HISTORY     - Date     Condition        Report By
 DZ0108  HISTORY     - 1945     MONUMENTED       CGS
 DZ0108  HISTORY     - 1956     GOOD             CGS
 DZ0108
 DZ0108                          STATION DESCRIPTION
 DZ0108
 DZ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0108'5.6 MI N FROM LOMPOC.
 DZ0108'5.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0108'AT LOMPOC, 0.5 MILE NORTH OF HISTORICAL LAND MARKER 340, AT THE
 DZ0108'Y JUNCTION OF AN OIL COMPANY ROAD LEADING SOUTH TO OIL PUMPS, 285
 DZ0108'FEET NORTH OF THE NORTH SIDE OF A STEEL WALL AROUND AN OIL
 DZ0108'PUMP, 31.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29.6
 DZ0108'FEET SOUTHWEST OF THE WEST END OF 18-INCH CORRUGATED METAL PIPE
 DZ0108'CULVERT C-5.85, 12 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DZ0108'1.7 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 DZ0108'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DZ0108'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1245 ***********************************************************************
 DC1245  DESIGNATION -  B 741
 DC1245  PID         -  DC1245
 DC1245  STATE/COUNTY-  CA/SAN DIEGO
 DC1245  USGS QUAD   -  
 DC1245
 DC1245                         *CURRENT SURVEY CONTROL
 DC1245  ___________________________________________________________________
 DC1245* NAD 83(1986)-  32 58 06.     (N)    117 15 04.     (W)     SCALED    
 DC1245* NAVD 88     -         3.65   (+/-2cm)      12.0    (feet)  VERTCON   
 DC1245  ___________________________________________________________________
 DC1245  GEOID HEIGHT-         -34.79  (meters)                     GEOID09
 DC1245  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1245
 DC1245.The horizontal coordinates were scaled from a topographic map and have
 DC1245.an estimated accuracy of +/- 6 seconds.
 DC1245.
 DC1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1245
 DC1245.The vertical order pertains to the NGVD 29 superseded value.
 DC1245
 DC1245.The geoid height was determined by GEOID09.
 DC1245
 DC1245;                    North         East    Units  Estimated Accuracy
 DC1245;SPC CA 6     -   589,360.    1,906,410.      MT  (+/- 180 meters Scaled)
 DC1245
 DC1245                          SUPERSEDED SURVEY CONTROL
 DC1245
 DC1245  NGVD 29 (??/??/??)    2.996  (m)            9.83   (f) ADJUSTED    1 2
 DC1245
 DC1245.Superseded values are not recommended for survey control.
 DC1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1245.See file dsdata.txt to determine how the superseded data were derived.
 DC1245
 DC1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS765478(NAD 83)
 DC1245
 DC1245_MARKER: DB = BENCH MARK DISK
 DC1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1245_STAMPING: B 741 1945
 DC1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1245+STABILITY: SURFACE MOTION
 DC1245
 DC1245  HISTORY     - Date     Condition        Report By
 DC1245  HISTORY     - 1945     MONUMENTED       CGS
 DC1245  HISTORY     - 1961     GOOD             CGS
 DC1245  HISTORY     - 1967     GOOD             USGS
 DC1245  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 DC1245
 DC1245                          STATION DESCRIPTION
 DC1245
 DC1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DC1245'1 MI NE FROM DEL MAR.
 DC1245'DEL MAR POSTOFFICE, 0.5 MILES N. OF ALONG U.S. 101, THENCE
 DC1245'RIGHT ALONG ROAD TO DEL MAR RACETRACK 0.3 MILES, THENCE RIGHT,
 DC1245'SE, 0.2 MILES, THENCE LEFT, EAST, ACROSS BRIDGE 0.5 MILES, 1
 DC1245'FOOT NORTH AND 4 FEET WEST OF NE CORNER OF INDUSTRIAL BUILDING.
 DC1245'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DC1245'MONUMENT PROJECTING ABOUT 4 INCHES, STAMPED B 741 1945.
 DC1245
 DC1245                          STATION RECOVERY (1967)
 DC1245
 DC1245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1245'RECOVERED IN GOOD CONDITION.
 DC1245
 DC1245                          STATION RECOVERY (1996)
 DC1245
 DC1245'RECOVERY NOTE BY US POWER SQUADRON 1996
 DC1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0120 ***********************************************************************
 MW0120  DESIGNATION -  B 742
 MW0120  PID         -  MW0120
 MW0120  STATE/COUNTY-  CA/MODOC
 MW0120  USGS QUAD   -  ALTURAS (1993)
 MW0120
 MW0120                         *CURRENT SURVEY CONTROL
 MW0120  ___________________________________________________________________
 MW0120* NAD 83(1986)-  41 29 10.     (N)    120 33 49.     (W)     SCALED    
 MW0120* NAVD 88     -      1331.773  (meters)    4369.33   (feet)  ADJUSTED  
 MW0120  ___________________________________________________________________
 MW0120  GEOID HEIGHT-         -22.18  (meters)                     GEOID09
 MW0120  DYNAMIC HT  -        1330.846 (meters)    4366.28  (feet)  COMP
 MW0120  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 MW0120
 MW0120  VERT ORDER  -  FIRST     CLASS II
 MW0120
 MW0120.This mark is at Alturas Municipal Airport (O00)
 MW0120
 MW0120.The horizontal coordinates were scaled from a topographic map and have
 MW0120.an estimated accuracy of +/- 6 seconds.
 MW0120.
 MW0120.The orthometric height was determined by differential leveling and
 MW0120.adjusted in June 1991.
 MW0120
 MW0120.The geoid height was determined by GEOID09.
 MW0120
 MW0120.The dynamic height is computed by dividing the NAVD 88
 MW0120.geopotential number by the normal gravity value computed on the
 MW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0120.degrees latitude (g = 980.6199 gals.).
 MW0120
 MW0120.The modeled gravity was interpolated from observed gravity values.
 MW0120
 MW0120;                    North         East    Units  Estimated Accuracy
 MW0120;SPC CA 1     -   740,030.    2,119,950.      MT  (+/- 180 meters Scaled)
 MW0120
 MW0120                          SUPERSEDED SURVEY CONTROL
 MW0120
 MW0120  NGVD 29 (??/??/??) 1330.686  (m)         4365.76   (f) ADJUSTED    1 2
 MW0120
 MW0120.Superseded values are not recommended for survey control.
 MW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0120.See file dsdata.txt to determine how the superseded data were derived.
 MW0120
 MW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL033955(NAD 83)
 MW0120
 MW0120_MARKER: DB = BENCH MARK DISK
 MW0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0120_STAMPING: B 742 1944
 MW0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0120+STABILITY: SURFACE MOTION
 MW0120
 MW0120  HISTORY     - Date     Condition        Report By
 MW0120  HISTORY     - 1944     MONUMENTED       CGS
 MW0120
 MW0120                          STATION DESCRIPTION
 MW0120
 MW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MW0120'AT ALTURAS MUN AP NO 1.
 MW0120'AT ALTURAS MUNICIPAL AIRPORT NO. 1, MODOC COUNTY, AT THE
 MW0120'COMBINATION OFFICE BUILDING AND HANGAR, 1.5 FEET WEST OF THE
 MW0120'SOUTHWEST CORNER, AND 1.5 FEET SOUTH OF THE SOUTH FACE OF THE
 MW0120'12-INCH SQUARE WOODEN POST SUPPORTING THE SOUTH END OF THE
 MW0120'HANGAR-DOOR CARRIAGE.  A STANDARD DISK, STAMPED B 742 1944 AND
 MW0120'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MW0120'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1107 ***********************************************************************
 KS1107  DESIGNATION -  B 743
 KS1107  PID         -  KS1107
 KS1107  STATE/COUNTY-  CA/BUTTE
 KS1107  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1107
 KS1107                         *CURRENT SURVEY CONTROL
 KS1107  ___________________________________________________________________
 KS1107* NAD 83(1986)-  39 47 56.     (N)    121 51 16.     (W)     SCALED    
 KS1107* NAVD 88     -        73.781  (meters)     242.06   (feet)  ADJUSTED  
 KS1107  ___________________________________________________________________
 KS1107  GEOID HEIGHT-         -27.48  (meters)                     GEOID09
 KS1107  DYNAMIC HT  -          73.743 (meters)     241.94  (feet)  COMP
 KS1107  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KS1107
 KS1107  VERT ORDER  -  FIRST     CLASS II
 KS1107
 KS1107.This mark is at Chico Municipal Airport (CIC)
 KS1107
 KS1107.The horizontal coordinates were scaled from a topographic map and have
 KS1107.an estimated accuracy of +/- 6 seconds.
 KS1107.
 KS1107.The orthometric height was determined by differential leveling and
 KS1107.adjusted in June 1991.
 KS1107
 KS1107.The geoid height was determined by GEOID09.
 KS1107
 KS1107.The dynamic height is computed by dividing the NAVD 88
 KS1107.geopotential number by the normal gravity value computed on the
 KS1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1107.degrees latitude (g = 980.6199 gals.).
 KS1107
 KS1107.The modeled gravity was interpolated from observed gravity values.
 KS1107
 KS1107;                    North         East    Units  Estimated Accuracy
 KS1107;SPC CA 2     -   736,710.    2,012,470.      MT  (+/- 180 meters Scaled)
 KS1107
 KS1107                          SUPERSEDED SURVEY CONTROL
 KS1107
 KS1107  NGVD 29 (??/??/??)   73.070  (m)          239.73   (f) ADJUSTED    1 2
 KS1107
 KS1107.Superseded values are not recommended for survey control.
 KS1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1107.See file dsdata.txt to determine how the superseded data were derived.
 KS1107
 KS1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980060(NAD 83)
 KS1107
 KS1107_MARKER: DB = BENCH MARK DISK
 KS1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1107_STAMPING: B 743 1944
 KS1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1107+STABILITY: SURFACE MOTION
 KS1107
 KS1107  HISTORY     - Date     Condition        Report By
 KS1107  HISTORY     - 1944     MONUMENTED       CGS
 KS1107  HISTORY     - 1971     GOOD             NGS
 KS1107  HISTORY     - 1975     MARK NOT FOUND   NGS
 KS1107  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS1107  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1107
 KS1107                          STATION DESCRIPTION
 KS1107
 KS1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KS1107'AT CHICO MUNICIPAL AIRPORT.
 KS1107'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT A U SHAPED GRASS
 KS1107'AND FLOWER PLOT, 63 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 KS1107'CONCRETE APRON, AND 4.2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 KS1107'THE ASPHALT WALKWAY WHICH LEAD TO THE OLD CONTROL TOWER.  (THE
 KS1107'CONTROL TOWER HAS BEEN TORN DOWN).  A STANDARD DISK STAMPED B 743
 KS1107'1944, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 KS1107'ABOVE GROUND LEVEL.
 KS1107
 KS1107                          STATION RECOVERY (1975)
 KS1107
 KS1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1107'MARK NOT FOUND.
 KS1107
 KS1107                          STATION RECOVERY (1987)
 KS1107
 KS1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB)
 KS1107'MARK NOT FOUND.
 KS1107
 KS1107                          STATION RECOVERY (1988)
 KS1107
 KS1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1016 ***********************************************************************
 JS1016  DESIGNATION -  B 744
 JS1016  PID         -  JS1016
 JS1016  STATE/COUNTY-  CA/SACRAMENTO
 JS1016  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1016
 JS1016                         *CURRENT SURVEY CONTROL
 JS1016  ___________________________________________________________________
 JS1016* NAD 83(1986)-  38 33 09.     (N)    121 29 17.     (W)     SCALED    
 JS1016* NAVD 88     -         6.01   (+/-2cm)      19.7    (feet)  VERTCON   
 JS1016  ___________________________________________________________________
 JS1016  GEOID HEIGHT-         -30.87  (meters)                     GEOID09
 JS1016  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1016
 JS1016.The horizontal coordinates were scaled from a topographic map and have
 JS1016.an estimated accuracy of +/- 6 seconds.
 JS1016.
 JS1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1016
 JS1016.The vertical order pertains to the NGVD 29 superseded value.
 JS1016
 JS1016.The geoid height was determined by GEOID09.
 JS1016
 JS1016;                    North         East    Units  Estimated Accuracy
 JS1016;SPC CA 2     -   598,460.    2,044,620.      MT  (+/- 180 meters Scaled)
 JS1016
 JS1016                          SUPERSEDED SURVEY CONTROL
 JS1016
 JS1016  NGVD 29 (??/??/92)    5.240  (m)           17.19   (f) ADJ UNCH    1 2
 JS1016
 JS1016.Superseded values are not recommended for survey control.
 JS1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1016.See file dsdata.txt to determine how the superseded data were derived.
 JS1016
 JS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH317682(NAD 83)
 JS1016
 JS1016_MARKER: DB = BENCH MARK DISK
 JS1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1016_SP_SET: PORTAL HEADWALL
 JS1016_STAMPING: B 744 1945
 JS1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1016
 JS1016  HISTORY     - Date     Condition        Report By
 JS1016  HISTORY     - 1945     MONUMENTED       CGS
 JS1016  HISTORY     - 20030527 MARK NOT FOUND   CADWR
 JS1016
 JS1016                          STATION DESCRIPTION
 JS1016
 JS1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1016'AT SACRAMENTO.
 JS1016'AT SACRAMENTO, IN THE SOUTHEAST ANGLE OF CROSSING OF WESTERN
 JS1016'PACIFIC RAILWAY AND FREEPORT ROAD (FREEPORT ROAD IS THE
 JS1016'CONTINUATION TO SOUTH ACROSS TRACKS OF 21ST STREET WHICH MAKES
 JS1016'TURN TO SOUTHEAST ALONG TRACK AT THIS POINT), 115.0 FEET
 JS1016'SOUTHEAST OF CENTER-LINE OF CROSSING, SET IN THE CONCRETE
 JS1016'HEADWALL OF THE NORTHEAST PORTAL OF PEDESTRIAN SUBWAY UNDER
 JS1016'RAILWAY, 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF HEADWALL, 8.4
 JS1016'FEET NORTHEAST OF THE NORTHEAST RAIL, LEVEL WITH THE BASE OF
 JS1016'RAILS.  AN IRON BENCH-MARK DISK, STAMPED B 744 1945.
 JS1016
 JS1016                          STATION RECOVERY (2003)
 JS1016
 JS1016'RECOVERY NOTE BY CA DEPT OF WATER RES 2003
 JS1016'MARK NOT FOUND, AREA HAS BEEN RECONSTRUCTED. THERE IS NO LONGER A
 JS1016'PEDESTRIAN SUBWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2371 ***********************************************************************
 HS2371  DESIGNATION -  B 746
 HS2371  PID         -  HS2371
 HS2371  STATE/COUNTY-  CA/STANISLAUS
 HS2371  USGS QUAD   -  CROWS LANDING (1980)
 HS2371
 HS2371                         *CURRENT SURVEY CONTROL
 HS2371  ___________________________________________________________________
 HS2371* NAD 83(1986)-  37 24 23.     (N)    121 05 36.     (W)     SCALED    
 HS2371* NAVD 88     -        39.69   (+/-2cm)     130.2    (feet)  VERTCON   
 HS2371  ___________________________________________________________________
 HS2371  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HS2371  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2371
 HS2371.The horizontal coordinates were scaled from a topographic map and have
 HS2371.an estimated accuracy of +/- 6 seconds.
 HS2371.
 HS2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2371
 HS2371.The vertical order pertains to the NGVD 29 superseded value.
 HS2371
 HS2371.The geoid height was determined by GEOID09.
 HS2371
 HS2371;                    North         East    Units  Estimated Accuracy
 HS2371;SPC CA 3     -   600,760.    1,947,470.      MT  (+/- 180 meters Scaled)
 HS2371
 HS2371                          SUPERSEDED SURVEY CONTROL
 HS2371
 HS2371  NGVD 29 (??/??/92)   38.938  (m)          127.75   (f) ADJ UNCH    1 2
 HS2371
 HS2371.Superseded values are not recommended for survey control.
 HS2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2371.See file dsdata.txt to determine how the superseded data were derived.
 HS2371
 HS2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG687416(NAD 83)
 HS2371
 HS2371_MARKER: DB = BENCH MARK DISK
 HS2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2371_STAMPING: B 746 1945
 HS2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2371+STABILITY: SURFACE MOTION
 HS2371
 HS2371  HISTORY     - Date     Condition        Report By
 HS2371  HISTORY     - 1945     MONUMENTED       CGS
 HS2371  HISTORY     - 1958     GOOD             CGS
 HS2371  HISTORY     - 1965     GOOD             CGS
 HS2371
 HS2371                          STATION DESCRIPTION
 HS2371
 HS2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS2371'1.7 MI NW FROM CROWS LANDING.
 HS2371'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2371'FROM THE STATION AT CROWS LANDING, THENCE 0.7 MILE WEST ALONG
 HS2371'IKE CROW ROAD, IN R8E T6S S21, 0.5 MILE EAST OF THE MAIN ENTRANCE
 HS2371'TO CROWS LANDING NAVAL AUXILIARY LANDING FIELD, AT THE T JUNCTION
 HS2371'OF A DRIVEWAY LEADING SOUTH INTO A FIELD, 24 1/2 FEET SOUTH OF
 HS2371'THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF THE CENTER LINE
 HS2371'OF THE DRIVEWAY, 19.1 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HS2371'SMALL SHED (FORMERLY PUMPHOUSE), 3 FEET SOUTHEAST OF A POWER LINE
 HS2371'POLE SUPPORTING A TELEPHONE CABLE, 1.0 FOOT WEST OF A WITNESS
 HS2371'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HS2371'POST FLUSH WITH THE GROUND.
 HS2371
 HS2371                          STATION RECOVERY (1965)
 HS2371
 HS2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2136 ***********************************************************************
 FU2136  DESIGNATION -  B 747
 FU2136  PID         -  FU2136
 FU2136  STATE/COUNTY-  CA/KERN
 FU2136  USGS QUAD   -  FAMOSO (1968)
 FU2136
 FU2136                         *CURRENT SURVEY CONTROL
 FU2136  ___________________________________________________________________
 FU2136* NAD 83(1992)-  35 30 10.50336(N)    119 10 59.77012(W)     ADJUSTED  
 FU2136* NAVD 88     -       128.00   (+/-2cm)     419.9    (feet)  VERTCON   
 FU2136  ___________________________________________________________________
 FU2136  EPOCH DATE  -        1991.35
 FU2136  LAPLACE CORR-           5.43  (seconds)                    DEFLEC09
 FU2136  GEOID HEIGHT-         -33.47  (meters)                     GEOID09
 FU2136  HORZ ORDER  -  THIRD
 FU2136  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2136
 FU2136.This mark is at Shafter-Minter Fld Airport (MIT)
 FU2136
 FU2136.The horizontal coordinates were established by classical geodetic methods
 FU2136.and adjusted by the National Geodetic Survey in June 1996.
 FU2136.
 FU2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2136
 FU2136.The vertical order pertains to the NGVD 29 superseded value.
 FU2136
 FU2136.The Laplace correction was computed from DEFLEC09 derived deflections.
 FU2136
 FU2136.The geoid height was determined by GEOID09.
 FU2136
 FU2136;                    North         East     Units Scale Factor Converg.
 FU2136;SPC CA 5     -   722,814.582 1,892,648.172   MT  1.00000810   -0 40 28.1
 FU2136;SPC CA 5     - 2,371,434.17  6,209,463.21   sFT  1.00000810   -0 40 28.1
 FU2136;UTM  11      - 3,931,008.645   301,983.953   MT  1.00008322   -1 16 06.0
 FU2136
 FU2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU2136!SPC CA 5     -   0.99998516  x   1.00000810  =   0.99999326
 FU2136!UTM  11      -   0.99998516  x   1.00008322  =   1.00006838
 FU2136
 FU2136                          SUPERSEDED SURVEY CONTROL
 FU2136
 FU2136  NAD 83(1992)-  35 30 10.50810(N)    119 10 59.76553(W) AD(1991.35) 3
 FU2136  NAD 83(1986)-  35 30 10.51000(N)    119 10 59.76493(W) AD(1984.00) 3
 FU2136  NAD 27      -  35 30 10.67000(N)    119 10 56.39000(W) AD(       ) 3
 FU2136  NGVD 29 (??/??/92)  127.17   (m)          417.2    (f) COMPUTED    1 2
 FU2136
 FU2136.Superseded values are not recommended for survey control.
 FU2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2136.See file dsdata.txt to determine how the superseded data were derived.
 FU2136
 FU2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV0198331008(NAD 83)
 FU2136
 FU2136_MARKER: DB = BENCH MARK DISK
 FU2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2136_STAMPING: B 747 1945
 FU2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2136+STABILITY: SURFACE MOTION
 FU2136
 FU2136  HISTORY     - Date     Condition        Report By
 FU2136  HISTORY     - 1952     MONUMENTED       CGS
 FU2136  HISTORY     - 1953     GOOD             CGS
 FU2136  HISTORY     - 1953     GOOD             USGS
 FU2136  HISTORY     - 1956     GOOD             CGS
 FU2136
 FU2136                          STATION DESCRIPTION
 FU2136
 FU2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 FU2136'THE STATION IS LOCATED AT MINTER FIELD WHICH IS ABOUT 12 MILES
 FU2136'NORTH OF BAKERSFIELD AND ABOUT 1 MILE WEST OF U.S. HIGHWAY
 FU2136'99.
 FU2136'
 FU2136'REACHED FROM BAKERSFIELD BY DRIVING NORTH ALONG U.S. HIGHWAY 99
 FU2136'FOR APPROXIMATELY 12 MILES TO THE SMALL VILLAGE OF CAWELO
 FU2136'AND SIGN, MINTER FIELD 1 MILE.  TURN LEFT AS PER SIGN AND
 FU2136'DRIVE 1 MILE TO THE FIELD.
 FU2136'
 FU2136'THE STATION IS NEAR THE INTERSECTION OF FIRST AND D STREETS.
 FU2136'IT IS ABOUT 118 FEET WEST OF THE CENTER LINE OF FIRST STREET
 FU2136'AND ABOUT 50 FEET EAST OF THE EAST EDGE OF THE RUNWAY.  IT IS
 FU2136'BENEATH THE AIRFIELD CONTROL TOWER AND IS 2 FEET EAST OF THE
 FU2136'INTERSECTION OF THE DIAGONALS THAT CONNECT THE BASES OF THE
 FU2136'TOWER LEGS.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 FU2136'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES
 FU2136'ABOVE THE GROUND SURFACE.  THE MARK IS STAMPED B 747 1945.
 FU2136'
 FU2136'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MINTER
 FU2136'AIRPORT 1952.
 FU2136'
 FU2136'OFFICE NOTE--DISTANCE NOT MEASURED DIRECTLY, BUT TO A TEMPORARY
 FU2136'POINT FROM WHICH OBSERVATIONS WERE MADE TO LOCATED BENCH MARK
 FU2136'B 747.
 FU2136
 FU2136                          STATION RECOVERY (1953)
 FU2136
 FU2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FU2136'AT SHAFTER KERN CO AIRPORT.
 FU2136'AT SHAFTER-KERN COUNTY AIRPORT, NEAR THE JUNCTION OF FIRST AND
 FU2136'D STREETS, DIRECTLY UNDER THE CONTROL TOWER, 2.5 FEET EAST OF
 FU2136'THE CROSSING OF THE IRON BRACES CONNECTING THE FOUR TOWER LEGS,
 FU2136'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FU2136'THE GROUND.  SECTION 9, T 28 S, R 26 E.
 FU2136
 FU2136                          STATION RECOVERY (1953)
 FU2136
 FU2136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FU2136'AT SHAFTER-KERN COUNTY AIRPORT, NEAR THE JUNCTION OF FIRST AND D
 FU2136'STREETS, DIRECTLY UNDER THE CONTROL TOWER, 2.5 FEET EAST OF THE
 FU2136'CROSSING OF THE IRON BRACES CONNECTING THE FOUR TOWER LEGS, AND SET
 FU2136'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU2136
 FU2136                          STATION RECOVERY (1956)
 FU2136
 FU2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FU2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1349 ***********************************************************************
 DY1349  DESIGNATION -  B 748
 DY1349  PID         -  DY1349
 DY1349  STATE/COUNTY-  CA/LOS ANGELES
 DY1349  USGS QUAD   -  VENICE (1981)
 DY1349
 DY1349                         *CURRENT SURVEY CONTROL
 DY1349  ___________________________________________________________________
 DY1349* NAD 83(1986)-  33 56 02.     (N)    118 23 08.     (W)     SCALED    
 DY1349* NAVD 88     -        30.69   (+/-2cm)     100.7    (feet)  VERTCON   
 DY1349  ___________________________________________________________________
 DY1349  GEOID HEIGHT-         -35.96  (meters)                     GEOID09
 DY1349  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1349
 DY1349.This mark is at Los Angeles Intl Airport (LAX)
 DY1349
 DY1349.The horizontal coordinates were scaled from a topographic map and have
 DY1349.an estimated accuracy of +/- 6 seconds.
 DY1349.
 DY1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1349
 DY1349.The vertical order pertains to the NGVD 29 superseded value.
 DY1349
 DY1349.The geoid height was determined by GEOID09.
 DY1349
 DY1349;                    North         East    Units  Estimated Accuracy
 DY1349;SPC CA 5     -   548,200.    1,964,350.      MT  (+/- 180 meters Scaled)
 DY1349
 DY1349                          SUPERSEDED SURVEY CONTROL
 DY1349
 DY1349  NGVD 29 (??/??/92)   29.940  (m)           98.23   (f) ADJ UNCH    1 2
 DY1349
 DY1349.Superseded values are not recommended for survey control.
 DY1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1349.See file dsdata.txt to determine how the superseded data were derived.
 DY1349
 DY1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT719556(NAD 83)
 DY1349
 DY1349_MARKER: DB = BENCH MARK DISK
 DY1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1349_SP_SET: WALL
 DY1349_STAMPING: B 748 1945
 DY1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1349
 DY1349  HISTORY     - Date     Condition        Report By
 DY1349  HISTORY     - 1945     MONUMENTED       CGS
 DY1349  HISTORY     - 1960     GOOD             CGS
 DY1349  HISTORY     - 1966     GOOD             CGS
 DY1349
 DY1349                          STATION DESCRIPTION
 DY1349
 DY1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DY1349'AT LOS ANGELES.
 DY1349'AT LOS ANGELES, AT LOS ANGELES INTERNATIONAL AIRPORT, AT BUILDING
 DY1349'99 AND HANGARS 2 AND 3 OF THE LOS ANGELES AIRWAYS ADMINISTRATION,
 DY1349'SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE WALL AT THE
 DY1349'NORTHWEST CORNER OF THE HANGAR OF THE EAST SIDE OF THE
 DY1349'ADMINISTRATION BUILDING, 7.4 FEET SOUTH OF THE NORTHEAST CORNER
 DY1349'OF THE BUILDING, 0.8 FOOT WEST OF THE EAST EDGE OF THE WEST
 DY1349'HANGAR DOOR FACING, AND ABOUT 2 1/2 FEET ABOVE THE CONCRETE
 DY1349'APRON.
 DY1349
 DY1349                          STATION RECOVERY (1966)
 DY1349
 DY1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DY1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1833 ***********************************************************************
 DX1833  DESIGNATION -  B 749
 DX1833  PID         -  DX1833
 DX1833  STATE/COUNTY-  CA/ORANGE
 DX1833  USGS QUAD   -  EL TORO (1982)
 DX1833
 DX1833                         *CURRENT SURVEY CONTROL
 DX1833  ___________________________________________________________________
 DX1833* NAD 83(1986)-  33 40 03.     (N)    117 43 25.     (W)     SCALED    
 DX1833* NAVD 88     -       107.34   (+/-2cm)     352.2    (feet)  VERTCON   
 DX1833  ___________________________________________________________________
 DX1833  GEOID HEIGHT-         -34.30  (meters)                     GEOID09
 DX1833  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1833
 DX1833.The horizontal coordinates were scaled from a topographic map and have
 DX1833.an estimated accuracy of +/- 6 seconds.
 DX1833.
 DX1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1833
 DX1833.The vertical order pertains to the NGVD 29 superseded value.
 DX1833
 DX1833.The geoid height was determined by GEOID09.
 DX1833
 DX1833;                    North         East    Units  Estimated Accuracy
 DX1833;SPC CA 6     -   667,410.    1,863,340.      MT  (+/- 180 meters Scaled)
 DX1833
 DX1833                          SUPERSEDED SURVEY CONTROL
 DX1833
 DX1833  NGVD 29 (??/??/??)  106.621  (m)          349.81   (f) ADJUSTED    1 2
 DX1833
 DX1833.Superseded values are not recommended for survey control.
 DX1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1833.See file dsdata.txt to determine how the superseded data were derived.
 DX1833
 DX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT329255(NAD 83)
 DX1833
 DX1833_MARKER: DB = BENCH MARK DISK
 DX1833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1833_SP_SET: BUILDING
 DX1833_STAMPING: B 749 1945
 DX1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1833
 DX1833  HISTORY     - Date     Condition        Report By
 DX1833  HISTORY     - 1945     MONUMENTED       CGS
 DX1833  HISTORY     - 1965     GOOD             CGS
 DX1833
 DX1833                          STATION DESCRIPTION
 DX1833
 DX1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DX1833'9 MI SE FROM SANTA ANA.
 DX1833'AT THE EL TORO MARINE CORPS AIR STATION, SET IN THE NORTHWEST
 DX1833'FACE AT THE WEST CORNER OF THE NEW CONTROL TOWER, BUILDING NO.
 DX1833'294, ON THE SOUTHEAST SIDE OF NORTHEAST-SOUTHWEST RUNWAY, 0.7
 DX1833'FOOT NORTHEAST OF WEST CORNER OF BUILDING, 1.4 FEET ABOVE GROUND
 DX1833'LEVEL, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2730 ***********************************************************************
 DX2730  DESIGNATION -  B 750
 DX2730  PID         -  DX2730
 DX2730  STATE/COUNTY-  CA/RIVERSIDE
 DX2730  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2730
 DX2730                         *CURRENT SURVEY CONTROL
 DX2730  ___________________________________________________________________
 DX2730* NAD 83(1986)-  33 53 57.     (N)    117 15 36.     (W)     SCALED    
 DX2730* NAVD 88     -       467.01   (+/-2cm)    1532.2    (feet)  VERTCON   
 DX2730  ___________________________________________________________________
 DX2730  GEOID HEIGHT-         -32.74  (meters)                     GEOID09
 DX2730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2730
 DX2730.The horizontal coordinates were scaled from a topographic map and have
 DX2730.an estimated accuracy of +/- 6 seconds.
 DX2730.
 DX2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2730
 DX2730.The vertical order pertains to the NGVD 29 superseded value.
 DX2730
 DX2730.The geoid height was determined by GEOID09.
 DX2730
 DX2730;                    North         East    Units  Estimated Accuracy
 DX2730;SPC CA 6     -   692,600.    1,906,580.      MT  (+/- 180 meters Scaled)
 DX2730
 DX2730                          SUPERSEDED SURVEY CONTROL
 DX2730
 DX2730  NGVD 29 (??/??/??)  466.251  (m)         1529.69   (f) ADJUSTED    2 0
 DX2730
 DX2730.Superseded values are not recommended for survey control.
 DX2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2730.See file dsdata.txt to determine how the superseded data were derived.
 DX2730
 DX2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT759510(NAD 83)
 DX2730
 DX2730_MARKER: DB = BENCH MARK DISK
 DX2730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2730_SP_SET: CONCRETE BASE
 DX2730_STAMPING: B 750 1945
 DX2730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2730
 DX2730  HISTORY     - Date     Condition        Report By
 DX2730  HISTORY     - 1945     MONUMENTED       CGS
 DX2730  HISTORY     - 20100429 GOOD             GEOCAC
 DX2730
 DX2730                          STATION DESCRIPTION
 DX2730
 DX2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX2730'AT MARCH FIELD.
 DX2730'AT MARCH FIELD, SET IN THE SOUTHEAST FACE AT THE SOUTH CORNER
 DX2730'OF HANGAR NO. 3, 1 FOOT ABOVE THE CONCRETE BASE OF HANGAR DOOR
 DX2730'TRACK, 0.6 FOOT NORTHEAST OF THE SOUTH CORNER OF HANGAR.  BRONZE
 DX2730'BENCH MARK DISK SET VERTICALLY.
 DX2730
 DX2730                          STATION RECOVERY (2010)
 DX2730
 DX2730'RECOVERY NOTE BY GEOCACHING 2010 (CT)
 DX2730'PICTURES OF THIS MARK ARE AVAILABLE AT THE GEOCACHING WEBSITE
 DX2730'(WWW.GEOCACHING.COM).  SEARCH THE BENCHMARK SECTION USING THIS MARK'S
 DX2730'PID, AND VIEW LOG ENTRY BY 'COYOTE TRUST'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0770 ***********************************************************************
 DB0770  DESIGNATION -  B 751
 DB0770  PID         -  DB0770
 DB0770  STATE/COUNTY-  CA/IMPERIAL
 DB0770  USGS QUAD   -  SEELEY (1979)
 DB0770
 DB0770                         *CURRENT SURVEY CONTROL
 DB0770  ___________________________________________________________________
 DB0770* NAD 83(1986)-  32 49 13.     (N)    115 40 13.     (W)     SCALED    
 DB0770* NAVD 88     -       -13.40   (+/-2cm)     -44.0    (feet)  VERTCON   
 DB0770  ___________________________________________________________________
 DB0770  GEOID HEIGHT-         -34.51  (meters)                     GEOID09
 DB0770  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0770
 DB0770.The horizontal coordinates were scaled from a topographic map and have
 DB0770.an estimated accuracy of +/- 6 seconds.
 DB0770.
 DB0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0770
 DB0770.The vertical order pertains to the NGVD 29 superseded value.
 DB0770
 DB0770.The geoid height was determined by GEOID09.
 DB0770
 DB0770;                    North         East    Units  Estimated Accuracy
 DB0770;SPC CA 6     -   572,640.    2,054,290.      MT  (+/- 180 meters Scaled)
 DB0770
 DB0770                          SUPERSEDED SURVEY CONTROL
 DB0770
 DB0770  NGVD 29 (??/??/??)  -14.124  (m)          -46.34   (f) ADJUSTED    1 2
 DB0770
 DB0770.Superseded values are not recommended for survey control.
 DB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0770.See file dsdata.txt to determine how the superseded data were derived.
 DB0770
 DB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS244321(NAD 83)
 DB0770
 DB0770_MARKER: DB = BENCH MARK DISK
 DB0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0770_SP_SET: FOUNDATION
 DB0770_STAMPING: B 751 1945
 DB0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0770
 DB0770  HISTORY     - Date     Condition        Report By
 DB0770  HISTORY     - 1945     MONUMENTED       CGS
 DB0770
 DB0770                          STATION DESCRIPTION
 DB0770
 DB0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0770'AT EL CENTRO.
 DB0770'AT THE EL CENTRO MARINE CORPS AIR STATION, SET IN THE NORTH FACE
 DB0770'AT THE NORTHWEST CORNER OF CONTROL TOWER AND OPERATIONS BUILDING,
 DB0770'IN THE CONCRETE FOUNDATION, 28 FEET WEST OF CENTER-LINE OF
 DB0770'THE NORTH ENTRANCE, 0.5 FOOT ABOVE GROUND LEVEL, 0.4 FOOT
 DB0770'EAST OF NORTHWEST CORNER.  BRONZE BENCH MARK DISK SET VERTICALLY.
 DB0770'STAMPED B 751 1945.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0490 ***********************************************************************
 FU0490  DESIGNATION -  B 752
 FU0490  PID         -  FU0490
 FU0490  STATE/COUNTY-  CA/KERN
 FU0490  USGS QUAD   -  MOJAVE (1992)
 FU0490
 FU0490                         *CURRENT SURVEY CONTROL
 FU0490  ___________________________________________________________________
 FU0490* NAD 83(1986)-  35 03 14.     (N)    118 09 55.     (W)     SCALED    
 FU0490* NAVD 88     -       840.988  (meters)    2759.14   (feet)  ADJUSTED  
 FU0490  ___________________________________________________________________
 FU0490  GEOID HEIGHT-         -31.53  (meters)                     GEOID09
 FU0490  DYNAMIC HT  -         840.024 (meters)    2755.98  (feet)  COMP
 FU0490  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FU0490
 FU0490  VERT ORDER  -  FIRST     CLASS II
 FU0490
 FU0490.The horizontal coordinates were scaled from a topographic map and have
 FU0490.an estimated accuracy of +/- 6 seconds.
 FU0490.
 FU0490.The orthometric height was determined by differential leveling and
 FU0490.adjusted in June 1991.
 FU0490
 FU0490.The geoid height was determined by GEOID09.
 FU0490
 FU0490.The dynamic height is computed by dividing the NAVD 88
 FU0490.geopotential number by the normal gravity value computed on the
 FU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0490.degrees latitude (g = 980.6199 gals.).
 FU0490
 FU0490.The modeled gravity was interpolated from observed gravity values.
 FU0490
 FU0490;                    North         East    Units  Estimated Accuracy
 FU0490;SPC CA 5     -   672,380.    1,984,920.      MT  (+/- 180 meters Scaled)
 FU0490
 FU0490                          SUPERSEDED SURVEY CONTROL
 FU0490
 FU0490  NGVD 29 (??/??/92)  840.081  (m)         2756.17   (f) ADJ UNCH    1 2
 FU0490
 FU0490.Superseded values are not recommended for survey control.
 FU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0490.See file dsdata.txt to determine how the superseded data were derived.
 FU0490
 FU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU937796(NAD 83)
 FU0490
 FU0490_MARKER: DB = BENCH MARK DISK
 FU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0490_STAMPING: B 752 ANGLE PT 1942 B RE 1018
 FU0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0490+STABILITY: SURFACE MOTION
 FU0490
 FU0490  HISTORY     - Date     Condition        Report By
 FU0490  HISTORY     - 1942     MONUMENTED       DOD
 FU0490  HISTORY     - 1962     GOOD             CGS
 FU0490
 FU0490                          STATION DESCRIPTION
 FU0490
 FU0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0490'AT MOJAVE.
 FU0490'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, 0.5 MILE EAST ALONG
 FU0490'INYO STREET FROM THE SOUTHERN PACIFIC STATION AT MOJAVE, AT
 FU0490'WEST AND MAIN ENTRANCE TO THE AIRPORT, 44 1/2 FEET SOUTH OF THE
 FU0490'CENTER LINE OF THE STREET, 32 FEET EAST OF THE EXTENDED CENTER
 FU0490'LINE OF Q STREET, 29 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 FU0490'GATE TO AIRPORT, 6 1/2 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 FU0490'EAST OF A WITNESS POST, 0.4 FOOT WEST OF FENCE LINE, ABOUT
 FU0490'LEVEL WITH THE STREET AND IN THE TOP OF A CONCRETE POST PROJECTING
 FU0490'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0382 ***********************************************************************
 FT0382  DESIGNATION -  B 753
 FT0382  PID         -  FT0382
 FT0382  STATE/COUNTY-  CA/INYO
 FT0382  USGS QUAD   -  TRONA EAST (1982)
 FT0382
 FT0382                         *CURRENT SURVEY CONTROL
 FT0382  ___________________________________________________________________
 FT0382* NAD 83(1992)-  35 48 45.67381(N)    117 19 49.16771(W)     ADJUSTED  
 FT0382* NAVD 88     -       510.648  (meters)    1675.35   (feet)  ADJUSTED  
 FT0382  ___________________________________________________________________
 FT0382  EPOCH DATE  -        1991.35
 FT0382  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC09
 FT0382  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 FT0382  DYNAMIC HT  -         510.121 (meters)    1673.62  (feet)  COMP
 FT0382  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 FT0382
 FT0382  HORZ ORDER  -  SECOND
 FT0382  VERT ORDER  -  SECOND    CLASS 0
 FT0382
 FT0382.The horizontal coordinates were established by classical geodetic methods
 FT0382.and adjusted by the National Geodetic Survey in June 1996.
 FT0382.
 FT0382.The orthometric height was determined by differential leveling and
 FT0382.adjusted in June 1991.
 FT0382
 FT0382.The Laplace correction was computed from DEFLEC09 derived deflections.
 FT0382
 FT0382.The geoid height was determined by GEOID09.
 FT0382
 FT0382.The dynamic height is computed by dividing the NAVD 88
 FT0382.geopotential number by the normal gravity value computed on the
 FT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0382.degrees latitude (g = 980.6199 gals.).
 FT0382
 FT0382.The modeled gravity was interpolated from observed gravity values.
 FT0382
 FT0382;                    North         East     Units Scale Factor Converg.
 FT0382;SPC CA 4     -   554,502.480 2,150,897.850   MT  1.00004069   +0 59 46.0
 FT0382;SPC CA 4     - 1,819,230.22  7,056,737.36   sFT  1.00004069   +0 59 46.0
 FT0382;SPC CA 5     -   756,755.767 2,060,528.117   MT  1.00009378   +0 22 54.2
 FT0382;SPC CA 5     - 2,482,789.55  6,760,249.33   sFT  1.00009378   +0 22 54.2
 FT0382;UTM  11      - 3,963,223.382   470,158.354   MT  0.99961097   -0 11 35.8
 FT0382
 FT0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0382!SPC CA 4     -   0.99992458  x   1.00004069  =   0.99996527
 FT0382!SPC CA 5     -   0.99992458  x   1.00009378  =   1.00001836
 FT0382!UTM  11      -   0.99992458  x   0.99961097  =   0.99953558
 FT0382
 FT0382                          SUPERSEDED SURVEY CONTROL
 FT0382
 FT0382  NAD 83(1992)-  35 48 45.67338(N)    117 19 49.16637(W) AD(1991.35) 2
 FT0382  NAD 83(1986)-  35 48 45.68218(N)    117 19 49.15610(W) AD(1984.00) 2
 FT0382  NAD 27      -  35 48 45.85000(N)    117 19 45.94600(W) AD(       ) 2
 FT0382  NGVD 29 (??/??/92)  509.840  (m)         1672.70   (f) ADJ UNCH    2 0
 FT0382
 FT0382.Superseded values are not recommended for survey control.
 FT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0382.See file dsdata.txt to determine how the superseded data were derived.
 FT0382
 FT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV7015863223(NAD 83)
 FT0382
 FT0382_MARKER: DB = BENCH MARK DISK
 FT0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0382_STAMPING: B 753 1945
 FT0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0382+STABILITY: SURFACE MOTION
 FT0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0382+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2010
 FT0382
 FT0382  HISTORY     - Date     Condition        Report By
 FT0382  HISTORY     - 1945     MONUMENTED       CGS
 FT0382  HISTORY     - 1950     GOOD             CGS
 FT0382  HISTORY     - 1950     GOOD             CGS
 FT0382  HISTORY     - 20100417 GOOD             WHPACI
 FT0382
 FT0382                          STATION DESCRIPTION
 FT0382
 FT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0382'AT TRONA.
 FT0382'AT TRONA AIRPORT, INYO COUNTY, UNDER THE BEACON TOWER, MIDWAY
 FT0382'BETWEEN THE FOUR LEGS, 38 FEET SOUTHWEST OF THE CENTERLINE OF
 FT0382'THE GRAVEL DRIVE INTO THE FIELD, AND 1.5 FEET SOUTHEAST OF A WHITE
 FT0382'WOODEN WITNESS POST.  AN IRON DISK STAMPED B 753 1945 AND SET IN
 FT0382'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 FT0382
 FT0382                          STATION RECOVERY (1950)
 FT0382
 FT0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 FT0382'THE STATION IS THE CENTER OF THE BEACON WHICH IS LOCATED ON
 FT0382'WEST EDGE OF THE TRONA AIRPORT, ABOUT 5 MILES NORTHEAST OF
 FT0382'THE TOWN OF TRONA.  THE LIGHT IS ELEVATED 69-1/2 FEET ON THE
 FT0382'TOP OF A 4 LEGGED STEEL TOWER.  IT IS A ROTATING BEACON WITH
 FT0382'GREEN COURSE LIGHTS THAT FLASH THE LETTER J.  A STANDARD BENCH
 FT0382'MARK IS CENTERED DIRECTLY BENEATH THE BEACON AND IS THE POINT
 FT0382'THAT WAS TRAVERSED TO.
 FT0382
 FT0382                          STATION RECOVERY (1950)
 FT0382
 FT0382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FT0382'RECOVERED IN GOOD CONDITION.
 FT0382
 FT0382                          STATION RECOVERY (2010)
 FT0382
 FT0382'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2010 (KMK)
 FT0382'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0068 ***********************************************************************
 HR0068  DESIGNATION -  B 754
 HR0068  PID         -  HR0068
 HR0068  STATE/COUNTY-  CA/INYO
 HR0068  USGS QUAD   -  POLETA CANYON (1994)
 HR0068
 HR0068                         *CURRENT SURVEY CONTROL
 HR0068  ___________________________________________________________________
 HR0068* NAD 83(2007)-  37 21 54.39211(N)    118 22 05.30397(W)     NO CHECK  
 HR0068* NAVD 88     -      1253.138  (meters)    4111.34   (feet)  POSTED    
 HR0068  ___________________________________________________________________
 HR0068  EPOCH DATE  -        2007.00
 HR0068  X           -  -2,412,013.145 (meters)                     COMP
 HR0068  Y           -  -4,466,860.009 (meters)                     COMP
 HR0068  Z           -   3,850,420.706 (meters)                     COMP
 HR0068  LAPLACE CORR-           0.81  (seconds)                    DEFLEC09
 HR0068  ELLIP HEIGHT-        1226.922 (meters)          (02/10/07) NO CHECK
 HR0068  GEOID HEIGHT-         -26.23  (meters)                     GEOID09
 HR0068  DYNAMIC HT  -        1251.71  (meters)    4106.7   (feet)  COMP
 HR0068
 HR0068  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HR0068  Type    PID    Designation                      North   East  Ellip
 HR0068  -------------------------------------------------------------------
 HR0068  NETWORK HR0068 B 754                             2.78   4.39   8.25
 HR0068  -------------------------------------------------------------------
 HR0068  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 HR0068
 HR0068  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0068
 HR0068.The horizontal coordinates were established by GPS observations
 HR0068.and adjusted by the National Geodetic Survey in February 2007.
 HR0068
 HR0068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 HR0068.See National Readjustment for more information. 
 HR0068
 HR0068.The horizontal coordinates are valid at the epoch date displayed above
 HR0068.which is a decimal equivalence of Year/Month/Day.
 HR0068
 HR0068.No horizontal observational check was made to the station.
 HR0068.
 HR0068.The orthometric height was determined by differential leveling
 HR0068.and adjusted in October 2003.
 HR0068
 HR0068.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0068.was located on a no-check spur therefore a value was not computed.
 HR0068
 HR0068.No vertical observational check was made to the station.
 HR0068
 HR0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HR0068
 HR0068.The Laplace correction was computed from DEFLEC09 derived deflections.
 HR0068
 HR0068.The ellipsoidal height was determined by GPS observations
 HR0068.and is referenced to NAD 83.
 HR0068
 HR0068.The geoid height was determined by GEOID09.
 HR0068
 HR0068.The dynamic height is computed by dividing the NAVD 88
 HR0068.geopotential number by the normal gravity value computed on the
 HR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0068.degrees latitude (g = 980.6199 gals.).
 HR0068
 HR0068.The modeled gravity was interpolated from observed gravity values.
 HR0068
 HR0068;                    North         East     Units Scale Factor Converg.
 HR0068;SPC CA 4     -   725,642.149 2,055,973.789   MT  1.00002391   +0 22 37.1
 HR0068;SPC CA 4     - 2,380,710.95  6,745,307.34   sFT  1.00002391   +0 22 37.1
 HR0068;SPC CA 3     -   598,161.267 2,188,823.805   MT  0.99995173   +1 18 18.7
 HR0068;SPC CA 3     - 1,962,467.42  7,181,166.10   sFT  0.99995173   +1 18 18.7
 HR0068;UTM  11      - 4,136,254.272   378,849.740   MT  0.99978080   -0 49 49.5
 HR0068
 HR0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR0068!SPC CA 4     -   0.99980750  x   1.00002391  =   0.99983141
 HR0068!SPC CA 3     -   0.99980750  x   0.99995173  =   0.99975924
 HR0068!UTM  11      -   0.99980750  x   0.99978080  =   0.99958834
 HR0068
 HR0068:                Primary Azimuth Mark                     Grid Az
 HR0068:SPC CA 4     -  ISLAND                                   266 02 02.6
 HR0068:SPC CA 3     -  ISLAND                                   265 06 21.0
 HR0068:UTM  11      -  ISLAND                                   267 14 29.2
 HR0068
 HR0068|---------------------------------------------------------------------|
 HR0068| PID    Reference Object                     Distance      Geod. Az  |
 HR0068|                                                           dddmmss.s |
 HR0068| HR0069 B 754 RM 1                           15.252 METERS 16748     |
 HR0068| HR2621 ISLAND                              APPROX. 8.9 KM 2662439.7 |
 HR0068| DA8720 B 754 RM 2                           10.622 METERS 26831     |
 HR0068|---------------------------------------------------------------------|
 HR0068
 HR0068                          SUPERSEDED SURVEY CONTROL
 HR0068
 HR0068  ELLIP H (10/20/04) 1226.930  (m)                       GP(       ) 4 1
 HR0068  NAD 83(1998)-  37 21 54.39124(N)    118 22 05.30265(W) AD(2002.00) 1
 HR0068  ELLIP H (10/18/04) 1227.072  (m)                       GP(2002.00) 4 1
 HR0068  NAD 83(1992)-  37 21 54.39329(N)    118 22 05.29521(W) AD(1991.35) 2
 HR0068  NAD 83(1986)-  37 21 54.37727(N)    118 22 05.28803(W) AD(1984.00) 2
 HR0068  NAD 27      -  37 21 54.63300(N)    118 22 01.89000(W) AD(       ) 2
 HR0068  NAVD 88 (10/18/04) 1253.14   (m)         4111.3    (f) LEVELING    3  
 HR0068  NGVD 29 (??/??/92) 1251.984  (m)         4107.55   (f) ADJ UNCH    1 2
 HR0068
 HR0068.Superseded values are not recommended for survey control.
 HR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0068.See file dsdata.txt to determine how the superseded data were derived.
 HR0068
 HR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB7884936254(NAD 83)
 HR0068
 HR0068_MARKER: DB = BENCH MARK DISK
 HR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0068_STAMPING: B 754 1945
 HR0068_MARK LOGO: CGS   
 HR0068_PROJECTION: FLUSH
 HR0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 HR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0068+STABILITY: SURFACE MOTION
 HR0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0068+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 HR0068
 HR0068  HISTORY     - Date     Condition        Report By
 HR0068  HISTORY     - 1945     MONUMENTED       CGS
 HR0068  HISTORY     - 1957     GOOD             CGS
 HR0068  HISTORY     - 20040408 GOOD             MSAM
 HR0068
 HR0068                          STATION DESCRIPTION
 HR0068
 HR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RJS)
 HR0068'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF BISHOP AT THE
 HR0068'SOUTHEAST CORNER OF THE GULF COURSE NEAR THE ENTRANCE TO THE BISHOP
 HR0068'AIRPORT.  THE STATION MARK IS A U.S.C. AND G.S. BENCH MARK
 HR0068'SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HR0068'THE MARK IS SET 13 PACES WEST OF THE CENTER OF AN OILED ROAD,
 HR0068'15 FEET WEST OF A POWERLINE POLE AND FENCE CORNER, 7 FEET
 HR0068'WEST OF WHITE WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE.
 HR0068'THE MARK IS STAMPED, B 754 1945.
 HR0068'
 HR0068'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS SET 18 INCHES
 HR0068'WEST OF A WIRE FENCE.  THE MARK IS STAMPED BENCH MARK B754 NO 1
 HR0068'1950.
 HR0068'
 HR0068'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS SET 1 FOOT NORTH
 HR0068'OF A WIRE FENCE.  THE MARK IS STAMPED BENCH MARK B754 NO 2 1950.
 HR0068'
 HR0068'TRIANGULATION STATION ISLAND (LAWD) 1933 IS THE AZIMUTH MARK.
 HR0068'
 HR0068'TO REACH THE STATION FROM BISHOP, GO EAST ON EAST LINE STREET
 HR0068'1.45 MILES TO A CROSSROAD.  TURN LEFT (NORTH) AND GO 0.25
 HR0068'MILE TO A POWERLINE AND THE STATION ON THE LEFT.  A DRIVE STATION.
 HR0068
 HR0068                          STATION RECOVERY (1957)
 HR0068
 HR0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HR0068'1.8 MI E FROM BISHOP.
 HR0068'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA
 HR0068'AT BISHOP THENCE 0.3 MILE NORTH ALONG AIRPORT ROAD, 38 1/2 FEET
 HR0068'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF POWER LINE
 HR0068'POLE S24210 WITH TWO GUY WIRES, 11 1/2 FEET WEST OF A FENCE
 HR0068'CORNER POST, 2.4 FEET NORTH OF THE FENCE, 1.6 FEET EAST OF
 HR0068'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 HR0068'UNDER GROUND.  NOTE-- THIS MARK WAS USED AS A TRIANGULATION
 HR0068'STATION IN 1950.
 HR0068
 HR0068                          STATION RECOVERY (2004)
 HR0068
 HR0068'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HR0068'RECOVERY NOTE MSAM 2004 (DJK)
 HR0068' 
 HR0068'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1825 ***********************************************************************
 DX1825  DESIGNATION -  BASIC
 DX1825  PID         -  DX1825
 DX1825  STATE/COUNTY-  CA/ORANGE
 DX1825  USGS QUAD   -  EL TORO (1982)
 DX1825
 DX1825                         *CURRENT SURVEY CONTROL
 DX1825  ___________________________________________________________________
 DX1825* NAD 83(1986)-  33 40 40.     (N)    117 44 10.     (W)     SCALED    
 DX1825* NAVD 88     -        96.34   (+/-2cm)     316.1    (feet)  VERTCON   
 DX1825  ___________________________________________________________________
 DX1825  GEOID HEIGHT-         -34.34  (meters)                     GEOID09
 DX1825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1825
 DX1825.The horizontal coordinates were scaled from a topographic map and have
 DX1825.an estimated accuracy of +/- 6 seconds.
 DX1825.
 DX1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1825
 DX1825.The vertical order pertains to the NGVD 29 superseded value.
 DX1825
 DX1825.The geoid height was determined by GEOID09.
 DX1825
 DX1825;                    North         East    Units  Estimated Accuracy
 DX1825;SPC CA 6     -   668,570.    1,862,200.      MT  (+/- 180 meters Scaled)
 DX1825
 DX1825                          SUPERSEDED SURVEY CONTROL
 DX1825
 DX1825  NGVD 29 (??/??/??)   95.620  (m)          313.71   (f) ADJUSTED    2 0
 DX1825
 DX1825.Superseded values are not recommended for survey control.
 DX1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1825.See file dsdata.txt to determine how the superseded data were derived.
 DX1825
 DX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT317266(NAD 83)
 DX1825
 DX1825_MARKER: Z = SEE DESCRIPTION
 DX1825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1825_SP_SET: BUILDING
 DX1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1825
 DX1825  HISTORY     - Date     Condition        Report By
 DX1825  HISTORY     - UNK      MONUMENTED       CADPW
 DX1825  HISTORY     - 1945     GOOD             CGS
 DX1825  HISTORY     - 1955     MARK NOT FOUND   CGS
 DX1825
 DX1825                          STATION DESCRIPTION
 DX1825
 DX1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX1825'AT EL TORO MCAS.
 DX1825'AT THE EL TORO MARINE CORPS AIR STATION AT EDGE OF CONCRETE
 DX1825'APRON DIRECTLY IN FRONT OF THE OLD CONTROL TOWER WHICH IS 213
 DX1825'FEET SOUTHEAST OF CENTER OF SOUTHEAST SIDE OF CONTROL TOWER
 DX1825'BUILDING.  A NAIL IN LEAD SLUG WITH N 20000 E 22325 PAINTED ON
 DX1825'CONCRETE AT MARK.
 DX1825
 DX1825                          STATION RECOVERY (1955)
 DX1825
 DX1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DX1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0259 ***********************************************************************
 HT0259  DESIGNATION -  BM 98TH AVE
 HT0259  PID         -  HT0259
 HT0259  STATE/COUNTY-  CA/ALAMEDA
 HT0259  USGS QUAD   -  SAN LEANDRO (1993)
 HT0259
 HT0259                         *CURRENT SURVEY CONTROL
 HT0259  ___________________________________________________________________
 HT0259* NAD 83(1986)-  37 43 34.     (N)    122 12 05.     (W)     SCALED    
 HT0259* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 HT0259  ___________________________________________________________________
 HT0259  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0259  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0259
 HT0259.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0259
 HT0259.The horizontal coordinates were scaled from a topographic map and have
 HT0259.an estimated accuracy of +/- 6 seconds.
 HT0259.
 HT0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0259
 HT0259.The vertical order pertains to the NGVD 29 superseded value.
 HT0259
 HT0259.The geoid height was determined by GEOID09.
 HT0259
 HT0259;                    North         East    Units  Estimated Accuracy
 HT0259;SPC CA 3     -   637,440.    1,850,030.      MT  (+/- 180 meters Scaled)
 HT0259
 HT0259                          SUPERSEDED SURVEY CONTROL
 HT0259
 HT0259  NGVD 29 (??/??/92)    1.94   (m)            6.4    (f) COMPUTED    1 2
 HT0259
 HT0259.Superseded values are not recommended for survey control.
 HT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0259.See file dsdata.txt to determine how the superseded data were derived.
 HT0259
 HT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG703757(NAD 83)
 HT0259
 HT0259_MARKER: P = PIPE CAP
 HT0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0259
 HT0259  HISTORY     - Date     Condition        Report By
 HT0259  HISTORY     - UNK      MONUMENTED       CA2480
 HT0259  HISTORY     - 1963     GOOD             CGS
 HT0259
 HT0259                          STATION DESCRIPTION
 HT0259
 HT0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HT0259'AT OAKLAND MUN AIRPORT.
 HT0259'AT THE MAIN ENTRANCE TO THE OAKLAND MUNICIPAL AIRPORT, AT THE
 HT0259'INTERSECTION OF HEGENBERGER ROAD, 98TH AVENUE, AND DOOLITTLE
 HT0259'DRIVE, 50.1 FEET EAST OF BENCH MARK B.M. (PORT OF OAKLAND), 37.4
 HT0259'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 HT0259'COMPANY RAILROAD TRACK, 17 FEET SOUTHEAST OF THE EXTENDED
 HT0259'CENTERLINE OF 98TH AVENUE, 9.8 FEET EAST OF THE EAST CURB OF
 HT0259'A DIVIDER STRIP BETWEEN THE NORTH AND SOUTH-BOUND LANES OF THE
 HT0259'OAKLAND TERMINAL ROAD, 5.6 FEET SOUTH OF THE CENTER OF A 28-INCH
 HT0259'MANHOLE COVER, AND SET IN THE TOP OF A CONCRETE-FILLED 3-INCH
 HT0259'PIPE 1.5 FEET BELOW AN 8-INCH CAST IRON COVER LETTERED CITY MONUMENT
 HT0259'THAT IS FLUSH WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1867 ***********************************************************************
 DX1867  DESIGNATION -  BOLT
 DX1867  PID         -  DX1867
 DX1867  STATE/COUNTY-  CA/ORANGE
 DX1867  USGS QUAD   -  TUSTIN (1981)
 DX1867
 DX1867                         *CURRENT SURVEY CONTROL
 DX1867  ___________________________________________________________________
 DX1867* NAD 83(1986)-  33 42 14.     (N)    117 48 49.     (W)     SCALED    
 DX1867* NAVD 88     -        16.53   (+/-2cm)      54.2    (feet)  VERTCON   
 DX1867  ___________________________________________________________________
 DX1867  GEOID HEIGHT-         -34.69  (meters)                     GEOID09
 DX1867  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1867
 DX1867.The horizontal coordinates were scaled from a topographic map and have
 DX1867.an estimated accuracy of +/- 6 seconds.
 DX1867.
 DX1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1867
 DX1867.The vertical order pertains to the NGVD 29 superseded value.
 DX1867
 DX1867.The geoid height was determined by GEOID09.
 DX1867
 DX1867;                    North         East    Units  Estimated Accuracy
 DX1867;SPC CA 6     -   671,570.    1,855,060.      MT  (+/- 180 meters Scaled)
 DX1867
 DX1867                          SUPERSEDED SURVEY CONTROL
 DX1867
 DX1867  NGVD 29 (??/??/??)   15.827  (m)           51.93   (f) ADJUSTED    1 2
 DX1867
 DX1867.Superseded values are not recommended for survey control.
 DX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1867.See file dsdata.txt to determine how the superseded data were derived.
 DX1867
 DX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT246296(NAD 83)
 DX1867
 DX1867_MARKER: B = BOLT
 DX1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1867+STABILITY: SURFACE MOTION
 DX1867
 DX1867  HISTORY     - Date     Condition        Report By
 DX1867  HISTORY     - UNK      MONUMENTED       CGS
 DX1867  HISTORY     - 1955     GOOD             CGS
 DX1867
 DX1867                          STATION DESCRIPTION
 DX1867
 DX1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1867'AT SANTA ANA MCAF.
 DX1867'AT SANTA ANA MARINE CORPS AIR FACILITY, 0.25 MILE SOUTHEAST OF THE
 DX1867'T JUNCTION OF MOFFETT DRIVE AND A PAVED ROAD LEADING SOUTHWEST
 DX1867'TO HANGAR 2, 0.3 MILE NORTHWEST ALONG MOFFETT DRIVE FROM A WOODEN
 DX1867'BRIDGE OVER A DRAIN DITCH, 0.1 MILE NORTHWEST ALONG MOFFETT DRIVE
 DX1867'FROM A MAGAZINE 1BT2, 11.0 FEET NORTHWEST OF THE CENTER LINE
 DX1867'OF THE DRIVE FROM A POINT AT THE CENTER OF AN UNDERGROUND PIPE
 DX1867'AND CABLE CROSSING LEADING TO A SMALL RADIO BUILDING, 0.3 FOOT
 DX1867'NORTHEAST OF THE CENTER OF THE WHITE PAINTED CENTER LINE OF THE
 DX1867'DRIVE, ABOUT LEVEL WITH THE DRIVE, FLUSH WITH THE BLACK TOP,
 DX1867'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0845 ***********************************************************************
 JT0845  DESIGNATION -  BOLT CED
 JT0845  PID         -  JT0845
 JT0845  STATE/COUNTY-  CA/SONOMA
 JT0845  USGS QUAD   -  SANTA ROSA (1994)
 JT0845
 JT0845                         *CURRENT SURVEY CONTROL
 JT0845  ___________________________________________________________________
 JT0845* NAD 83(1986)-  38 26 47.     (N)    122 42 09.     (W)     SCALED    
 JT0845* NAVD 88     -        55.55   (+/-2cm)     182.3    (feet)  VERTCON   
 JT0845  ___________________________________________________________________
 JT0845  GEOID HEIGHT-         -31.35  (meters)                     GEOID09
 JT0845  VERT ORDER  -  THIRD (See Below)
 JT0845
 JT0845.The horizontal coordinates were scaled from a topographic map and have
 JT0845.an estimated accuracy of +/- 6 seconds.
 JT0845.
 JT0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0845
 JT0845.The vertical order pertains to the NGVD 29 superseded value.
 JT0845
 JT0845.The geoid height was determined by GEOID09.
 JT0845
 JT0845;                    North         East    Units  Estimated Accuracy
 JT0845;SPC CA 2     -   586,790.    1,938,680.      MT  (+/- 180 meters Scaled)
 JT0845
 JT0845                          SUPERSEDED SURVEY CONTROL
 JT0845
 JT0845  NGVD 29 (??/??/??)   54.69   (m)          179.4    (f) RESET       3  
 JT0845
 JT0845.Superseded values are not recommended for survey control.
 JT0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0845.See file dsdata.txt to determine how the superseded data were derived.
 JT0845
 JT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH259553(NAD 83)
 JT0845
 JT0845_MARKER: P = PIPE CAP
 JT0845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0845_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0845
 JT0845  HISTORY     - Date     Condition        Report By
 JT0845  HISTORY     - UNK      MONUMENTED       CA3490
 JT0845  HISTORY     - 1944     GOOD             CGS
 JT0845
 JT0845                          STATION DESCRIPTION
 JT0845
 JT0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0845'0.8 MI NE FROM SANTA ROSA.
 JT0845'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 12 FROM THE COURT HOUSE
 JT0845'AT SANTA ROSA AT THE CENTER OF INTERSECTION OF SPRING AND FOURTH
 JT0845'STREETS.  THE MARK IS A ONE INCH SQUARE BOLT HEAD SET IN CONCRETE
 JT0845'WITHIN A SIX INCH CAST IRON CAP BEARING THE INSCRIPTION, CITY
 JT0845'MONUMENT, AND STAMPED S R.  THE BOLT HEAD IS SIX INCHES BELOW THE
 JT0845'STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0756 ***********************************************************************
 DW0756  DESIGNATION -  C 133
 DW0756  PID         -  DW0756
 DW0756  STATE/COUNTY-  CA/RIVERSIDE
 DW0756  USGS QUAD   -  ROOSEVELT MINE (1983)
 DW0756
 DW0756                         *CURRENT SURVEY CONTROL
 DW0756  ___________________________________________________________________
 DW0756* NAD 83(1986)-  33 36 32.     (N)    114 45 59.     (W)     SCALED    
 DW0756* NAVD 88     -       141.03   (+/-2cm)     462.7    (feet)  VERTCON   
 DW0756  ___________________________________________________________________
 DW0756  GEOID HEIGHT-         -32.83  (meters)                     GEOID09
 DW0756  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0756
 DW0756.The horizontal coordinates were scaled from a topographic map and have
 DW0756.an estimated accuracy of +/- 6 seconds.
 DW0756.
 DW0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0756
 DW0756.The vertical order pertains to the NGVD 29 superseded value.
 DW0756
 DW0756.The geoid height was determined by GEOID09.
 DW0756
 DW0756;                    North         East    Units  Estimated Accuracy
 DW0756;SPC CA 6     -   660,930.    2,137,680.      MT  (+/- 180 meters Scaled)
 DW0756
 DW0756                          SUPERSEDED SURVEY CONTROL
 DW0756
 DW0756  NGVD 29 (??/??/??)  140.344  (m)          460.45   (f) ADJUSTED    1 2
 DW0756
 DW0756.Superseded values are not recommended for survey control.
 DW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0756.See file dsdata.txt to determine how the superseded data were derived.
 DW0756
 DW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT072210(NAD 83)
 DW0756
 DW0756_MARKER: DB = BENCH MARK DISK
 DW0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0756_STAMPING: C 133 1933
 DW0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0756+STABILITY: SURFACE MOTION
 DW0756
 DW0756  HISTORY     - Date     Condition        Report By
 DW0756  HISTORY     - 1933     MONUMENTED       CGS
 DW0756  HISTORY     - 1967     POOR             CGS
 DW0756
 DW0756                          STATION DESCRIPTION
 DW0756
 DW0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DW0756'10 MI W FROM BLYTHE.
 DW0756'10.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 DW0756'BLYTHE, RIVERSIDE COUNTY, ABOUT 0.4 MILE WEST OF A WHITE CROSS
 DW0756'ON THE TOP OF A LONG KNOBHILL, ABOUT 0.2 MILE EAST OF HIGHWAY
 DW0756'BRIDGE D 927+30, ABOUT 330 FEET WEST OF HIGHWAY SECTION POST
 DW0756'64 D-64 E, AND 41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 DW0756'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 DW0756'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1008 ***********************************************************************
 KS1008  DESIGNATION -  C 146
 KS1008  PID         -  KS1008
 KS1008  STATE/COUNTY-  CA/BUTTE
 KS1008  USGS QUAD   -  PALERMO (1970)
 KS1008
 KS1008                         *CURRENT SURVEY CONTROL
 KS1008  ___________________________________________________________________
 KS1008* NAD 83(1986)-  39 29 53.40   (N)    121 37 11.16   (W)     HD_HELD1  
 KS1008* NAVD 88     -        57.045  (meters)     187.16   (feet)  ADJUSTED  
 KS1008  ___________________________________________________________________
 KS1008  GEOID HEIGHT-         -27.98  (meters)                     GEOID09
 KS1008  DYNAMIC HT  -          57.013 (meters)     187.05  (feet)  COMP
 KS1008  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KS1008
 KS1008  VERT ORDER  -  FIRST     CLASS II
 KS1008
 KS1008.The horizontal coordinates were established by differentially corrected
 KS1008.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 KS1008.
 KS1008.The orthometric height was determined by differential leveling and
 KS1008.adjusted in June 1991.
 KS1008
 KS1008.The geoid height was determined by GEOID09.
 KS1008
 KS1008.The dynamic height is computed by dividing the NAVD 88
 KS1008.geopotential number by the normal gravity value computed on the
 KS1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1008.degrees latitude (g = 980.6199 gals.).
 KS1008
 KS1008.The modeled gravity was interpolated from observed gravity values.
 KS1008
 KS1008;                    North         East    Units  Estimated Accuracy
 KS1008;SPC CA 2     -   703,377.7   2,032,704.0     MT  (+/- 3 meters HH1 GPS) 
 KS1008
 KS1008                          SUPERSEDED SURVEY CONTROL
 KS1008
 KS1008  NGVD 29 (??/??/??)   56.332  (m)          184.82   (f) ADJUSTED    1 2
 KS1008
 KS1008.Superseded values are not recommended for survey control.
 KS1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1008.See file dsdata.txt to determine how the superseded data were derived.
 KS1008
 KS1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1867672970(NAD 83)
 KS1008
 KS1008_MARKER: DB = BENCH MARK DISK
 KS1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1008_STAMPING: C 146 1932
 KS1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1008+STABILITY: SURFACE MOTION
 KS1008
 KS1008  HISTORY     - Date     Condition        Report By
 KS1008  HISTORY     - 1932     MONUMENTED       CGS
 KS1008  HISTORY     - UNK      SEE DESCRIPTION  USGS
 KS1008  HISTORY     - 1948     GOOD             CGS
 KS1008  HISTORY     - 19880728 MARK NOT FOUND   NGS
 KS1008
 KS1008                          STATION DESCRIPTION
 KS1008
 KS1008'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 KS1008'
 KS1008
 KS1008                          STATION RECOVERY (1948)
 KS1008
 KS1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KS1008'2.7 MI SE FROM OROVILLE JUNCTION CITY.
 KS1008'0.9 MILE SOUTHEAST ALONG THE SACRAMENTO NORTHERN RAILWAY FROM
 KS1008'OROVILLE JUNCTION, THENCE 1.8 MILES EAST ALONG THE OROVILLE-RICHVALE
 KS1008'HIGHWAY, 4.3 MILES WEST ALONG THE OROVILLE-RICHVILE HIGHWAY
 KS1008'FROM THE COURTHOUSE AT OROVILLE, 0.3 MILE WEST OF THE MAIN
 KS1008'ENTRANCE TO THE OROVILLE MUNICIPAL AIRPORT, 66 FEET NORTHEAST
 KS1008'OF THE NORTH STATION POST OF HIGHWAY CULVERT 155-70, 44 FEET
 KS1008'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.8 FEET NORTH OF A
 KS1008'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 KS1008'ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 146 1932.
 KS1008
 KS1008                          STATION RECOVERY (1988)
 KS1008
 KS1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0122 ***********************************************************************
 HT0122  DESIGNATION -  C 179
 HT0122  PID         -  HT0122
 HT0122  STATE/COUNTY-  CA/CONTRA COSTA
 HT0122  USGS QUAD   -  WALNUT CREEK (1995)
 HT0122
 HT0122                         *CURRENT SURVEY CONTROL
 HT0122  ___________________________________________________________________
 HT0122* NAD 83(1986)-  37 57 32.     (N)    122 03 40.     (W)     SCALED    
 HT0122* NAVD 88     -        12.79   (+/-2cm)      42.0    (feet)  VERTCON   
 HT0122  ___________________________________________________________________
 HT0122  GEOID HEIGHT-         -32.10  (meters)                     GEOID09
 HT0122  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0122
 HT0122.The horizontal coordinates were scaled from a topographic map and have
 HT0122.an estimated accuracy of +/- 6 seconds.
 HT0122.
 HT0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0122
 HT0122.The vertical order pertains to the NGVD 29 superseded value.
 HT0122
 HT0122.The geoid height was determined by GEOID09.
 HT0122
 HT0122;                    North         East    Units  Estimated Accuracy
 HT0122;SPC CA 3     -   663,050.    1,862,820.      MT  (+/- 180 meters Scaled)
 HT0122
 HT0122                          SUPERSEDED SURVEY CONTROL
 HT0122
 HT0122  NGVD 29 (??/??/92)   11.982  (m)           39.31   (f) ADJ UNCH    1 2
 HT0122
 HT0122.Superseded values are not recommended for survey control.
 HT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0122.See file dsdata.txt to determine how the superseded data were derived.
 HT0122
 HT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH824016(NAD 83)
 HT0122
 HT0122_MARKER: DB = BENCH MARK DISK
 HT0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0122_STAMPING: 39.340 C 179 1934
 HT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0122+STABILITY: SURFACE MOTION
 HT0122
 HT0122  HISTORY     - Date     Condition        Report By
 HT0122  HISTORY     - 1934     MONUMENTED       CGS
 HT0122  HISTORY     - 1958     GOOD             CGS
 HT0122
 HT0122                          STATION DESCRIPTION
 HT0122
 HT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HT0122'1.7 MI S FROM PACHECO.
 HT0122'1.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE TOWN HALL AT
 HT0122'PACHECO, 0.05 MILE SOUTH OF THE INTERSECTION OF HARRIET DRIVE,
 HT0122'DIRECTLY ACROSS THE HIGHWAY FROM THE H.R. TRAULSEN RESIDENCE
 HT0122'(A TWO STORY FRAME HOUSE), 62 FEET NORTHWEST OF THE CENTER
 HT0122'OF THE T JUNCTION OF AN ASPHALT DRIVE LEADING EAST TO THE
 HT0122'PACIFIC GAS AND ELECTRIC COMPANY GREGORY SUBSTATION, 30 FEET
 HT0122'WEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF A POWER
 HT0122'POLE, 1 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 HT0122'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HT0122'ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS CHIPPED, BUT
 HT0122'IS SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV1061 ***********************************************************************
 EV1061  DESIGNATION -  C 2
 EV1061  PID         -  EV1061
 EV1061  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1061  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1061
 EV1061                         *CURRENT SURVEY CONTROL
 EV1061  ___________________________________________________________________
 EV1061* NAD 83(1986)-  34 06 23.     (N)    117 17 30.     (W)     SCALED    
 EV1061* NAVD 88     -       321.09   (+/-2cm)    1053.4    (feet)  VERTCON   
 EV1061  ___________________________________________________________________
 EV1061  GEOID HEIGHT-         -32.82  (meters)                     GEOID09
 EV1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1061
 EV1061.The horizontal coordinates were scaled from a topographic map and have
 EV1061.an estimated accuracy of +/- 6 seconds.
 EV1061.
 EV1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1061
 EV1061.The vertical order pertains to the NGVD 29 superseded value.
 EV1061
 EV1061.The geoid height was determined by GEOID09.
 EV1061
 EV1061;                    North         East    Units  Estimated Accuracy
 EV1061;SPC CA 5     -   567,490.    2,065,360.      MT  (+/- 180 meters Scaled)
 EV1061
 EV1061                          SUPERSEDED SURVEY CONTROL
 EV1061
 EV1061  NGVD 29 (??/??/92)  320.325  (m)         1050.93   (f) ADJ UNCH    1 2
 EV1061
 EV1061.Superseded values are not recommended for survey control.
 EV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1061.See file dsdata.txt to determine how the superseded data were derived.
 EV1061
 EV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT730739(NAD 83)
 EV1061
 EV1061_MARKER: Q = CHISELED SQUARE
 EV1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1061_SP_SET: BUILDING
 EV1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1061
 EV1061  HISTORY     - Date     Condition        Report By
 EV1061  HISTORY     - UNK      MONUMENTED       CGS
 EV1061  HISTORY     - 1956     GOOD             CGS
 EV1061  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1061
 EV1061                          STATION DESCRIPTION
 EV1061
 EV1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV1061'AT SAN BERNARDINO.
 EV1061'AT SAN BERNARDINO, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 EV1061'OF 4TH STREET AND D STREET, AT THE NORTHEAST ENTRANCE TO
 EV1061'THE PUBLIC LIBRARY, ON TOP OF THE SOUTH CORNER OF THE SOUTHEAST
 EV1061'GRANITE BALUSTRADE.
 EV1061
 EV1061                          STATION RECOVERY (1988)
 EV1061
 EV1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1061'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2608 ***********************************************************************
 GU2608  DESIGNATION -  C 250
 GU2608  PID         -  GU2608
 GU2608  STATE/COUNTY-  CA/SAN BENITO
 GU2608  USGS QUAD   -  HOLLISTER (1995)
 GU2608
 GU2608                         *CURRENT SURVEY CONTROL
 GU2608  ___________________________________________________________________
 GU2608* NAD 83(1986)-  36 51 20.     (N)    121 24 07.     (W)     SCALED    
 GU2608* NAVD 88     -        87.14   (+/-2cm)     285.9    (feet)  VERTCON   
 GU2608  ___________________________________________________________________
 GU2608  GEOID HEIGHT-         -33.08  (meters)                     GEOID09
 GU2608  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2608
 GU2608.The horizontal coordinates were scaled from a topographic map and have
 GU2608.an estimated accuracy of +/- 6 seconds.
 GU2608.
 GU2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2608
 GU2608.The vertical order pertains to the NGVD 29 superseded value.
 GU2608
 GU2608.The geoid height was determined by GEOID09.
 GU2608
 GU2608;                    North         East    Units  Estimated Accuracy
 GU2608;SPC CA 4     -   671,590.    1,785,830.      MT  (+/- 180 meters Scaled)
 GU2608
 GU2608                          SUPERSEDED SURVEY CONTROL
 GU2608
 GU2608  NGVD 29 (??/??/92)   86.274  (m)          283.05   (f) ADJ UNCH    1 2
 GU2608
 GU2608.Superseded values are not recommended for survey control.
 GU2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2608.See file dsdata.txt to determine how the superseded data were derived.
 GU2608
 GU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF424800(NAD 83)
 GU2608
 GU2608_MARKER: DB = BENCH MARK DISK
 GU2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2608_STAMPING: C 250 1935
 GU2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2608+STABILITY: SURFACE MOTION
 GU2608
 GU2608  HISTORY     - Date     Condition        Report By
 GU2608  HISTORY     - 1935     MONUMENTED       CGS
 GU2608  HISTORY     - 1972     GOOD             NGS
 GU2608  HISTORY     - 1972     MARK NOT FOUND   NGS
 GU2608
 GU2608                          STATION DESCRIPTION
 GU2608
 GU2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2608'AT HOLLISTER.
 GU2608'AT HOLLISTER, SAN BENITO COUNTY, ON THE SOUTHERN PACIFIC CO.
 GU2608'RAILROAD, AT MILEAGE 94.53, AT THE CROSSING OF STATE HIGHWAY 25,
 GU2608'42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF
 GU2608'CROSSING-SIGNAL TOWER 936, 12 FEET NORTHEAST OF THE CENTERLINE OF
 GU2608'THE TRACK, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 GU2608'A STANDARD DISK, STAMPED C 250 1935 AND SET IN THE TOP OF A
 GU2608'CONCRETE POST.  NOTE-- DID NOT DIG GROUND IS BARE AND WELL TRAVELED
 GU2608'BY VEHICLES TAKING SHORT CUT.  NO EVIDENCE OF ANY POINT IS THERE.
 GU2608
 GU2608                          STATION RECOVERY (1972)
 GU2608
 GU2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU2608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0543 ***********************************************************************
 EW0543  DESIGNATION -  C 306
 EW0543  PID         -  EW0543
 EW0543  STATE/COUNTY-  CA/LOS ANGELES
 EW0543  USGS QUAD   -  LANCASTER WEST (1974)
 EW0543
 EW0543                         *CURRENT SURVEY CONTROL
 EW0543  ___________________________________________________________________
 EW0543* NAD 83(1986)-  34 42 14.     (N)    118 08 51.     (W)     SCALED    
 EW0543* NAVD 88     -       712.03   (+/-2cm)    2336.1    (feet)  VERTCON   
 EW0543  ___________________________________________________________________
 EW0543  GEOID HEIGHT-         -32.32  (meters)                     GEOID09
 EW0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0543
 EW0543.The horizontal coordinates were scaled from a topographic map and have
 EW0543.an estimated accuracy of +/- 6 seconds.
 EW0543.
 EW0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0543
 EW0543.The vertical order pertains to the NGVD 29 superseded value.
 EW0543
 EW0543.The geoid height was determined by GEOID09.
 EW0543
 EW0543;                    North         East    Units  Estimated Accuracy
 EW0543;SPC CA 5     -   633,550.    1,986,490.      MT  (+/- 180 meters Scaled)
 EW0543
 EW0543                          SUPERSEDED SURVEY CONTROL
 EW0543
 EW0543  NGVD 29 (??/??/92)  711.179  (m)         2333.26   (f) ADJ UNCH    2 0
 EW0543
 EW0543.Superseded values are not recommended for survey control.
 EW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0543.See file dsdata.txt to determine how the superseded data were derived.
 EW0543
 EW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU949408(NAD 83)
 EW0543
 EW0543_MARKER: DB = BENCH MARK DISK
 EW0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0543_STAMPING: C 306 1935
 EW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0543+STABILITY: SURFACE MOTION
 EW0543
 EW0543  HISTORY     - Date     Condition        Report By
 EW0543  HISTORY     - 1935     MONUMENTED       CGS
 EW0543  HISTORY     - 1945     GOOD             CGS
 EW0543  HISTORY     - 1961     GOOD             CGS
 EW0543
 EW0543                          STATION DESCRIPTION
 EW0543
 EW0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EW0543'AT LANCASTER.
 EW0543'AT LANCASTER, 605.0 FEET EAST OF CENTER OF DRIVE TO LANCASTER
 EW0543'AIRPORT, 0.55 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND
 EW0543'STATE HIGHWAWY 138, IN THE NORTHEAST ANGLE OF THE CROSSING OF
 EW0543'STATE HIGHWAY 138 AND 10TH STREET WEST, 60.0 FEET NORTHEAST OF
 EW0543'CENTER OF THE ROAD CROSSING, 38.6 FEET NORTH OF CENTERLINE
 EW0543'OF HIGHWAY, 32.0 FEET EAST-NORTHEAST OF IRON POST SUPPORTING STREET
 EW0543'SIGNS, 28.8 FEET NORTHEAST OF A WHITE-PAINTED RAILWAY SPIKE
 EW0543'DRIVEN INTO THE CENTER OF THE NORTH FACE OF NORTH WOODEN HEADWALL
 EW0543'OF HIGHWAY CULVERT D426+13, 20.2 FEET NORTHWEST OF A BARBED-WIRE
 EW0543'FENCE CORNER, 1.2 FEET SOUTHWEST OF A BARBED WIRE FENCE LINE,
 EW0543'1.0 FOOT SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 EW0543'CONCRETE POST 0.1 FOOT UNDERGROUND.  NOTE-- REPORTED NOT
 EW0543'RECOVERED IN SEPTEMBER 1958.
 EW0543
 EW0543                          STATION RECOVERY (1961)
 EW0543
 EW0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EW0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0356 ***********************************************************************
 LV0356  DESIGNATION -  C 735
 LV0356  PID         -  LV0356
 LV0356  STATE/COUNTY-  CA/HUMBOLDT
 LV0356  USGS QUAD   -  EUREKA (1972)
 LV0356
 LV0356                         *CURRENT SURVEY CONTROL
 LV0356  ___________________________________________________________________
 LV0356* NAD 83(1986)-  40 46 59.     (N)    124 12 17.     (W)     SCALED    
 LV0356* NAVD 88     -         4.87   (+/-2cm)      16.0    (feet)  VERTCON   
 LV0356  ___________________________________________________________________
 LV0356  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 LV0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0356
 LV0356.The horizontal coordinates were scaled from a topographic map and have
 LV0356.an estimated accuracy of +/- 6 seconds.
 LV0356.
 LV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0356
 LV0356.The vertical order pertains to the NGVD 29 superseded value.
 LV0356
 LV0356.The geoid height was determined by GEOID09.
 LV0356
 LV0356;                    North         East    Units  Estimated Accuracy
 LV0356;SPC CA 1     -   663,310.    1,813,940.      MT  (+/- 180 meters Scaled)
 LV0356
 LV0356                          SUPERSEDED SURVEY CONTROL
 LV0356
 LV0356  NGVD 29 (??/??/??)    3.858  (m)           12.66   (f) ADJUSTED    1 2
 LV0356
 LV0356.Superseded values are not recommended for survey control.
 LV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0356.See file dsdata.txt to determine how the superseded data were derived.
 LV0356
 LV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL983153(NAD 83)
 LV0356
 LV0356_MARKER: DB = BENCH MARK DISK
 LV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0356_STAMPING: C 735 1944
 LV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0356+STABILITY: SURFACE MOTION
 LV0356
 LV0356  HISTORY     - Date     Condition        Report By
 LV0356  HISTORY     - 1944     MONUMENTED       CGS
 LV0356  HISTORY     - 1967     GOOD             CGS
 LV0356  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0356
 LV0356                          STATION DESCRIPTION
 LV0356
 LV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0356'10.2 MI SW FROM ARCATA.
 LV0356'10.25 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0356'H STREET AT ARCATA, NEAR THE NORTH END OF EUREKA (ABANDONED)
 LV0356'CITY AIRPORT, AT THE SOUTH EDGE OF FAIRHAVEN, AT THE JUNCTION OF
 LV0356'DUPREY ROAD EAST, 93 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 LV0356'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A
 LV0356'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD AND SET IN THE
 LV0356'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LV0356
 LV0356                          STATION RECOVERY (1988)
 LV0356
 LV0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3493 ***********************************************************************
 HS3493  DESIGNATION -  C 738
 HS3493  PID         -  HS3493
 HS3493  STATE/COUNTY-  CA/ALAMEDA
 HS3493  USGS QUAD   -  ALTAMONT (1981)
 HS3493
 HS3493                         *CURRENT SURVEY CONTROL
 HS3493  ___________________________________________________________________
 HS3493* NAD 83(1986)-  37 40 55.     (N)    121 42 21.     (W)     SCALED    
 HS3493* NAVD 88     -       193.00   (+/-2cm)     633.2    (feet)  VERTCON   
 HS3493  ___________________________________________________________________
 HS3493  GEOID HEIGHT-         -31.98  (meters)                     GEOID09
 HS3493  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3493
 HS3493.The horizontal coordinates were scaled from a topographic map and have
 HS3493.an estimated accuracy of +/- 6 seconds.
 HS3493.
 HS3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3493
 HS3493.The vertical order pertains to the NGVD 29 superseded value.
 HS3493
 HS3493.The geoid height was determined by GEOID09.
 HS3493
 HS3493;                    North         East    Units  Estimated Accuracy
 HS3493;SPC CA 3     -   631,860.    1,893,640.      MT  (+/- 180 meters Scaled)
 HS3493
 HS3493                          SUPERSEDED SURVEY CONTROL
 HS3493
 HS3493  NGVD 29 (??/??/92)  192.191  (m)          630.55   (f) ADJ UNCH    1 2
 HS3493
 HS3493.Superseded values are not recommended for survey control.
 HS3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3493.See file dsdata.txt to determine how the superseded data were derived.
 HS3493
 HS3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG141713(NAD 83)
 HS3493
 HS3493_MARKER: DB = BENCH MARK DISK
 HS3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3493_STAMPING: C 738 1944
 HS3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3493+STABILITY: SURFACE MOTION
 HS3493
 HS3493  HISTORY     - Date     Condition        Report By
 HS3493  HISTORY     - 1944     MONUMENTED       CGS
 HS3493  HISTORY     - 1958     GOOD             CGS
 HS3493  HISTORY     - 1960     GOOD             CGS
 HS3493
 HS3493                          STATION DESCRIPTION
 HS3493
 HS3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS3493'AT LIVERMORE AECL.
 HS3493'AT LIVERMORE ATOMIC ENERGY COMMISSION LABORATORY, ABOUT 0.15
 HS3493'MILE NORTH OF THE MAIN GATE, 147 FEET NORTHEAST OF THE GUARD GATE
 HS3493'TO BUILDING 157, 36 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT
 HS3493'DRIVE LEADING EAST TO A PARKING LOT, 26.5 FEET SOUTHEAST OF THE
 HS3493'NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A FORMER CONTROL
 HS3493'TOWER, 3 FEET NORTH OF THE NORTHEAST CORNER OF THE CONCRETE
 HS3493'FOUNDATION OF A FORMER PORCH, 0.4 FOOT EAST OF THE EAST EDGE OF
 HS3493'A CONCRETE SLAB (FORMERLY A RAMP), ABOUT LEVEL WITH THE CONCRETE
 HS3493'SLAB, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HS3493'ASPHALT.
 HS3493
 HS3493                          STATION RECOVERY (1960)
 HS3493
 HS3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HS3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2275 ***********************************************************************
 GU2275  DESIGNATION -  C 739
 GU2275  PID         -  GU2275
 GU2275  STATE/COUNTY-  CA/MONTEREY
 GU2275  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2275
 GU2275                         *CURRENT SURVEY CONTROL
 GU2275  ___________________________________________________________________
 GU2275* NAD 83(1986)-  36 52 31.     (N)    121 45 27.     (W)     SCALED    
 GU2275* NAVD 88     -        52.44   (+/-2cm)     172.0    (feet)  VERTCON   
 GU2275  ___________________________________________________________________
 GU2275  GEOID HEIGHT-         -33.49  (meters)                     GEOID09
 GU2275  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2275
 GU2275.The horizontal coordinates were scaled from a topographic map and have
 GU2275.an estimated accuracy of +/- 6 seconds.
 GU2275.
 GU2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2275
 GU2275.The vertical order pertains to the NGVD 29 superseded value.
 GU2275
 GU2275.The geoid height was determined by GEOID09.
 GU2275
 GU2275;                    North         East    Units  Estimated Accuracy
 GU2275;SPC CA 4     -   674,630.    1,754,200.      MT  (+/- 180 meters Scaled)
 GU2275
 GU2275                          SUPERSEDED SURVEY CONTROL
 GU2275
 GU2275  NGVD 29 (??/??/92)   51.607  (m)          169.31   (f) ADJ UNCH    1 2
 GU2275
 GU2275.Superseded values are not recommended for survey control.
 GU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2275.See file dsdata.txt to determine how the superseded data were derived.
 GU2275
 GU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF107817(NAD 83)
 GU2275
 GU2275_MARKER: DB = BENCH MARK DISK
 GU2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2275_STAMPING: C 739 1945
 GU2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2275+STABILITY: SURFACE MOTION
 GU2275
 GU2275  HISTORY     - Date     Condition        Report By
 GU2275  HISTORY     - 1945     MONUMENTED       CGS
 GU2275  HISTORY     - 1967     GOOD             CGS
 GU2275
 GU2275                          STATION DESCRIPTION
 GU2275
 GU2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GU2275'1.7 MI S FROM WATSONVILLE JUNCTION.
 GU2275'1.7 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 1 FROM
 GU2275'WATSONVILLE JUNCTION, AT THE ENTRANCE TO THE PAJARO VALLEY
 GU2275'COUNTRY CLUB, 35.4 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GU2275'HIGHWAY, 26 FEET NORTHEAST OF THE CENTERLINE OF THE ENTRANCE
 GU2275'ROAD TO THE COUNTRY CLUB, 6.8 FEET NORTHEAST OF A TELEPHONE
 GU2275'POLE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN
 GU2275'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 GU2275'3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0109 ***********************************************************************
 DZ0109  DESIGNATION -  C 740
 DZ0109  PID         -  DZ0109
 DZ0109  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0109  USGS QUAD   -  LOMPOC (1982)
 DZ0109
 DZ0109                         *CURRENT SURVEY CONTROL
 DZ0109  ___________________________________________________________________
 DZ0109* NAD 83(1986)-  34 43 41.     (N)    120 26 35.     (W)     SCALED    
 DZ0109* NAVD 88     -       264.90   (+/-2cm)     869.1    (feet)  VERTCON   
 DZ0109  ___________________________________________________________________
 DZ0109  GEOID HEIGHT-         -35.98  (meters)                     GEOID09
 DZ0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0109
 DZ0109.The horizontal coordinates were scaled from a topographic map and have
 DZ0109.an estimated accuracy of +/- 6 seconds.
 DZ0109.
 DZ0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0109
 DZ0109.The vertical order pertains to the NGVD 29 superseded value.
 DZ0109
 DZ0109.The geoid height was determined by GEOID09.
 DZ0109
 DZ0109;                    North         East    Units  Estimated Accuracy
 DZ0109;SPC CA 5     -   638,940.    1,776,280.      MT  (+/- 180 meters Scaled)
 DZ0109
 DZ0109                          SUPERSEDED SURVEY CONTROL
 DZ0109
 DZ0109  NGVD 29 (??/??/92)  264.102  (m)          866.47   (f) ADJ UNCH    1 2
 DZ0109
 DZ0109.Superseded values are not recommended for survey control.
 DZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0109.See file dsdata.txt to determine how the superseded data were derived.
 DZ0109
 DZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD341458(NAD 83)
 DZ0109
 DZ0109_MARKER: DB = BENCH MARK DISK
 DZ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0109_SP_SET: CONCRETE POST
 DZ0109_STAMPING: C 740 1945
 DZ0109_MARK LOGO: CGS   
 DZ0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DZ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0109+STABILITY: SURFACE MOTION
 DZ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DZ0109+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2009
 DZ0109
 DZ0109  HISTORY     - Date     Condition        Report By
 DZ0109  HISTORY     - 1945     MONUMENTED       CGS
 DZ0109  HISTORY     - 1956     GOOD             CGS
 DZ0109  HISTORY     - 19930312 MARK NOT FOUND   LOCENG
 DZ0109  HISTORY     - 20091230 GOOD             INDIV
 DZ0109
 DZ0109                          STATION DESCRIPTION
 DZ0109
 DZ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0109'6.7 MI N FROM LOMPOC.
 DZ0109'6.7 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0109'AT LOMPOC, 1.5 MILES NORTH OF HISTORICAL LAND MARKER 340, 0.5
 DZ0109'MILE SOUTH OF THE TOP OF A GRADE, ON THE OUTSIDE OF A CURVE, AT
 DZ0109'A WIDE TURN OUT, 60.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DZ0109'HIGHWAY, 1.5 FEET NORTHEAST OF A GUARDRAILING, 1.1 FEET NORTHWEST
 DZ0109'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DZ0109'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DZ0109
 DZ0109                          STATION RECOVERY (1993)
 DZ0109
 DZ0109'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 DZ0109'MARK NOT FOUND.
 DZ0109
 DZ0109                          STATION RECOVERY (2009)
 DZ0109
 DZ0109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (EGL)
 DZ0109'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AT THE RECORD LOCATION
 DZ0109'BUT BURIED BENEATH ABOUT TWO INCHES OF GRAVEL.  THE ORIGINAL WITNESS
 DZ0109'POST AND GUARD RAIL NO LONGER EXIST.  THE MARK IS 61.8 FEET SW OF THE
 DZ0109'CENTERLINE OF HARRIS GRADE ROAD AND 1.5 MILES N OF THE INTERSECTION OF
 DZ0109'RUCKER ROAD AND HARRIS GRADE ROAD.
 DZ0109'THE 'HISTORICAL MARKER' NOTED IN THE PREVIOUS RECOVERY IS SIMPLY A
 DZ0109'BRONZE PLAQUE SHOWING THAT LA PURISIMA MISSION IS THREE MILES DISTANT,
 DZ0109'AND THE MISSION ITSELF IS HISTORICAL SITE 340.  THAT BRONZE PLAQUE IS
 DZ0109'AT THE INTERSECTION OF RUCKER ROAD AND HARRIS GRADE ROAD.
 DZ0109'A WOODEN WITNESS POST WAS EMPLACED AND FLAGGED TO IDENTIFY THE BENCH
 DZ0109'MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1246 ***********************************************************************
 DC1246  DESIGNATION -  C 741
 DC1246  PID         -  DC1246
 DC1246  STATE/COUNTY-  CA/SAN DIEGO
 DC1246  USGS QUAD   -  DEL MAR (1975)
 DC1246
 DC1246                         *CURRENT SURVEY CONTROL
 DC1246  ___________________________________________________________________
 DC1246* NAD 83(1986)-  32 58 06.     (N)    117 14 55.     (W)     SCALED    
 DC1246* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 DC1246  ___________________________________________________________________
 DC1246  GEOID HEIGHT-         -34.78  (meters)                     GEOID09
 DC1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1246
 DC1246.The horizontal coordinates were scaled from a topographic map and have
 DC1246.an estimated accuracy of +/- 6 seconds.
 DC1246.
 DC1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1246
 DC1246.The vertical order pertains to the NGVD 29 superseded value.
 DC1246
 DC1246.The geoid height was determined by GEOID09.
 DC1246
 DC1246;                    North         East    Units  Estimated Accuracy
 DC1246;SPC CA 6     -   589,350.    1,906,650.      MT  (+/- 180 meters Scaled)
 DC1246
 DC1246                          SUPERSEDED SURVEY CONTROL
 DC1246
 DC1246  NGVD 29 (??/??/??)    3.144  (m)           10.31   (f) ADJUSTED    1 2
 DC1246
 DC1246.Superseded values are not recommended for survey control.
 DC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1246.See file dsdata.txt to determine how the superseded data were derived.
 DC1246
 DC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS767478(NAD 83)
 DC1246
 DC1246_MARKER: DB = BENCH MARK DISK
 DC1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1246_SP_SET: CONCRETE ANCHOR BLOCK
 DC1246_STAMPING: C 741 1945
 DC1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1246
 DC1246  HISTORY     - Date     Condition        Report By
 DC1246  HISTORY     - 1945     MONUMENTED       CGS
 DC1246  HISTORY     - 1967     MARK NOT FOUND   USGS
 DC1246  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DC1246
 DC1246                          STATION DESCRIPTION
 DC1246
 DC1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DC1246'AT DEL MAR AIR FACILITY.
 DC1246'AT THE DEL MAR NAVAL AUX. AIR FACILITY, SET IN THE SOUTHMOST
 DC1246'CONCRETE ANCHOR BLOCK ON THE EAST-MOST CIRCLE, ABOUT 0.2
 DC1246'MILE EAST OF ADMINISTRATION BUILDING AND CONTROL TOWER, 81.9
 DC1246'FEET NORTH OF THE OUTSIDE EDGE OF THE LARGE CONCRETE CIRCLE,
 DC1246'29.2 FEET SOUTH OF CENTER OF CIRCLE, 1.4 FEET NORTH OF SOUTH
 DC1246'END OF ANCHOR.  BRONZE BENCH MARK DISK.  A STANDARD DISK,
 DC1246'STAMPED C 741 1945.
 DC1246
 DC1246                          STATION RECOVERY (1967)
 DC1246
 DC1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1246'MARK NOT FOUND.
 DC1246
 DC1246                          STATION RECOVERY (1990)
 DC1246
 DC1246'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0121 ***********************************************************************
 MW0121  DESIGNATION -  C 742
 MW0121  PID         -  MW0121
 MW0121  STATE/COUNTY-  CA/MODOC
 MW0121  USGS QUAD   -  ALTURAS (1993)
 MW0121
 MW0121                         *CURRENT SURVEY CONTROL
 MW0121  ___________________________________________________________________
 MW0121* NAD 83(2007)-  41 29 04.91698(N)    120 33 40.82296(W)     ADJUSTED  
 MW0121* NAVD 88     -      1337.183  (meters)    4387.07   (feet)  ADJUSTED  
 MW0121  ___________________________________________________________________
 MW0121  EPOCH DATE  -        2007.00
 MW0121  X           -  -2,433,537.292 (meters)                     COMP
 MW0121  Y           -  -4,121,230.939 (meters)                     COMP
 MW0121  Z           -   4,203,770.431 (meters)                     COMP
 MW0121  LAPLACE CORR-           1.21  (seconds)                    DEFLEC09
 MW0121  ELLIP HEIGHT-        1314.984 (meters)          (02/10/07) ADJUSTED
 MW0121  GEOID HEIGHT-         -22.19  (meters)                     GEOID09
 MW0121  DYNAMIC HT  -        1336.252 (meters)    4384.02  (feet)  COMP
 MW0121
 MW0121  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 MW0121  Type    PID    Designation                      North   East  Ellip
 MW0121  -------------------------------------------------------------------
 MW0121  NETWORK MW0121 C 742                             2.49   4.43  14.90
 MW0121  -------------------------------------------------------------------
 MW0121  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 MW0121
 MW0121  VERT ORDER  -  FIRST     CLASS II
 MW0121
 MW0121.This mark is at Alturas Municipal Airport (O00)
 MW0121
 MW0121.The horizontal coordinates were established by GPS observations
 MW0121.and adjusted by the National Geodetic Survey in February 2007.
 MW0121
 MW0121.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 MW0121.See National Readjustment for more information. 
 MW0121
 MW0121.The horizontal coordinates are valid at the epoch date displayed above
 MW0121.which is a decimal equivalence of Year/Month/Day.
 MW0121
 MW0121.The orthometric height was determined by differential leveling and
 MW0121.adjusted in June 1991.
 MW0121
 MW0121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MW0121
 MW0121.The Laplace correction was computed from DEFLEC09 derived deflections.
 MW0121
 MW0121.The ellipsoidal height was determined by GPS observations
 MW0121.and is referenced to NAD 83.
 MW0121
 MW0121.The geoid height was determined by GEOID09.
 MW0121
 MW0121.The dynamic height is computed by dividing the NAVD 88
 MW0121.geopotential number by the normal gravity value computed on the
 MW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0121.degrees latitude (g = 980.6199 gals.).
 MW0121
 MW0121.The modeled gravity was interpolated from observed gravity values.
 MW0121
 MW0121;                    North         East     Units Scale Factor Converg.
 MW0121;SPC CA 1     -   739,874.671 2,120,140.552   MT  0.99995887   +0 56 26.6
 MW0121;SPC CA 1     - 2,427,405.48  6,955,827.79   sFT  0.99995887   +0 56 26.6
 MW0121;UTM  10      - 4,595,436.549   703,592.883   MT  1.00011013   +1 36 57.5
 MW0121
 MW0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MW0121!SPC CA 1     -   0.99979379  x   0.99995887  =   0.99975266
 MW0121!UTM  10      -   0.99979379  x   1.00011013  =   0.99990389
 MW0121
 MW0121:                Primary Azimuth Mark                     Grid Az
 MW0121:SPC CA 1     -  ALTUPORT                                 230 25 49.8
 MW0121:UTM  10      -  ALTUPORT                                 229 45 18.9
 MW0121
 MW0121|---------------------------------------------------------------------|
 MW0121| PID    Reference Object                     Distance      Geod. Az  |
 MW0121|                                                           dddmmss.s |
 MW0121| MW0948 ALTUPORT                            465.792 METERS 2312216.4 |
 MW0121|---------------------------------------------------------------------|
 MW0121
 MW0121                          SUPERSEDED SURVEY CONTROL
 MW0121
 MW0121  NAD 83(1992)-  41 29 04.91239(N)    120 33 40.81983(W) AD(1991.35) 3
 MW0121  NAD 83(1992)-  41 29 04.91240(N)    120 33 40.81981(W) AD(1991.35) 3
 MW0121  ELLIP H (11/17/92) 1315.128  (m)                       GP(1991.35) 5 1
 MW0121  NAD 83(1992)-  41 29 04.92173(N)    120 33 40.81420(W) AD(1984.00) 3
 MW0121  NAVD 88 (11/17/92) 1337.18   (m)         4387.1    (f) LEVELING    3  
 MW0121  NGVD 29 (??/??/??) 1336.097  (m)         4383.51   (f) ADJUSTED    1 2
 MW0121
 MW0121.Superseded values are not recommended for survey control.
 MW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0121.See file dsdata.txt to determine how the superseded data were derived.
 MW0121
 MW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL0359295436(NAD 83)
 MW0121
 MW0121_MARKER: DB = BENCH MARK DISK
 MW0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0121_SP_SET: CONCRETE POST
 MW0121_STAMPING: C 742 1944
 MW0121_MARK LOGO: CGS   
 MW0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 MW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0121+STABILITY: SURFACE MOTION
 MW0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0121+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1992
 MW0121
 MW0121  HISTORY     - Date     Condition        Report By
 MW0121  HISTORY     - 1944     MONUMENTED       CGS
 MW0121  HISTORY     - 19920630 GOOD             NGS
 MW0121
 MW0121                          STATION DESCRIPTION
 MW0121
 MW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MW0121'AT ALTURAS MUN AP NO 1.
 MW0121'AT ALTURAS MUNICIPAL AIRPORT NO. 1, MODOC COUNTY, 632 FEET
 MW0121'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE COMBINATION OFFICE
 MW0121'BUILDING AND HANGAR, 267 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 MW0121'SIDE OF THE NORTHEAST-AND-SOUTHWEST (MAIN), DIRT RUNWAY, IN LINE
 MW0121'WITH THE PROLONGATION TO THE SOUTH OF THE ONLY OILED TAXIWAY, 40
 MW0121'FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST SIDE OF A LITTLE-USED
 MW0121'DIRT TAXIWAY, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.
 MW0121'AN IRON DISK, STAMPED C 742 1944 AND SET IN THE TOP OF A
 MW0121'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MW0121
 MW0121                          STATION RECOVERY (1992)
 MW0121
 MW0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MW0121'STATION IS LOCATED ON THE WEST SIDE OF ALTURAS, AT THE ALTURAS
 MW0121'MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE AIRPORT, AT THE
 MW0121'FENCE AROUND THE WIND TEE AND WINDSOCK.  OWNERSHIP--CITY OF ALTURAS,
 MW0121'ALTURAS, CA 96101.  AIRPORT MANAGER IS RICH CLOUGH, PHONE
 MW0121'916-233-5125.
 MW0121'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HIGHWAY 299
 MW0121'WEST AT THE NORTH END OF THE ALTURAS BUSINESS DISTRICT, GO SOUTH
 MW0121'THROUGH TOWN ON HIGHWAY 395 FOR 0.79 KM (0.49 MI) TO A CROSS STREET
 MW0121'AT THE BEST WESTERN MOTEL.  TURN RIGHT, WEST, ON FOURTH STREET FOR
 MW0121'1.66 KM (1.03 MI) TO A CROSS STREET (SMITH STREET ON THE RIGHT). TURN
 MW0121'LEFT, SOUTH, THROUGH OPEN GATE, ON AIRPORT ENTRANCE ROAD FOR 0.13 KM
 MW0121'(0.08 MI) TO THE AIRPORT OFFICE ON THE RIGHT.  BEAR SLIGHT LEFT,
 MW0121'SOUTHEAST, ON APRON, THEN CONNECTOR, FOR 0.08 KM (0.05 MI) TO RUNWAY
 MW0121'3-21.  CROSS RUNWAY, FOLLOW TRACK ROAD FOR 0.18 KM (0.11 MI) TO THE
 MW0121'STATION ON THE EAST SIDE OF FENCED ENCLOSURE.
 MW0121'STATION MARK IS SET IN THE TOP OF A 20-CM ROUND CONCRETE POST
 MW0121'PROJECTING 10 CM IN LOW SAGEBRUSH.  IT IS 0.5 M (1.6 FT)
 MW0121'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST, 0.8 M (2.6 FT) NORTHEAST
 MW0121'OF A WOOD WITNESS POST, 23.9 M (78.4 FT) EAST OF THE NORTHEAST FENCE
 MW0121'CORNER AROUND TEE AND SOCK, 24.1 M (79.1 FT) NORTHEAST OF THE
 MW0121'SOUTHEAST CORNER AND 15.4 M (50.5 FT) EAST OF THE DRUMS FORMING THE
 MW0121'SEGMENTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1106 ***********************************************************************
 KS1106  DESIGNATION -  C 743
 KS1106  PID         -  KS1106
 KS1106  STATE/COUNTY-  CA/BUTTE
 KS1106  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1106
 KS1106                         *CURRENT SURVEY CONTROL
 KS1106  ___________________________________________________________________
 KS1106* NAD 83(1986)-  39 47 56.     (N)    121 51 16.     (W)     SCALED    
 KS1106* NAVD 88     -        73.769  (meters)     242.02   (feet)  ADJUSTED  
 KS1106  ___________________________________________________________________
 KS1106  GEOID HEIGHT-         -27.48  (meters)                     GEOID09
 KS1106  DYNAMIC HT  -          73.731 (meters)     241.90  (feet)  COMP
 KS1106  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KS1106
 KS1106  VERT ORDER  -  FIRST     CLASS II
 KS1106
 KS1106.This mark is at Chico Municipal Airport (CIC)
 KS1106
 KS1106.The horizontal coordinates were scaled from a topographic map and have
 KS1106.an estimated accuracy of +/- 6 seconds.
 KS1106.
 KS1106.The orthometric height was determined by differential leveling and
 KS1106.adjusted in June 1991.
 KS1106
 KS1106.The geoid height was determined by GEOID09.
 KS1106
 KS1106.The dynamic height is computed by dividing the NAVD 88
 KS1106.geopotential number by the normal gravity value computed on the
 KS1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1106.degrees latitude (g = 980.6199 gals.).
 KS1106
 KS1106.The modeled gravity was interpolated from observed gravity values.
 KS1106
 KS1106;                    North         East    Units  Estimated Accuracy
 KS1106;SPC CA 2     -   736,710.    2,012,470.      MT  (+/- 180 meters Scaled)
 KS1106
 KS1106                          SUPERSEDED SURVEY CONTROL
 KS1106
 KS1106  NGVD 29 (??/??/??)   73.058  (m)          239.69   (f) ADJUSTED    1 2
 KS1106
 KS1106.Superseded values are not recommended for survey control.
 KS1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1106.See file dsdata.txt to determine how the superseded data were derived.
 KS1106
 KS1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980060(NAD 83)
 KS1106
 KS1106_MARKER: DB = BENCH MARK DISK
 KS1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1106_SP_SET: FOUNDATION
 KS1106_STAMPING: C 743 1944
 KS1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1106
 KS1106  HISTORY     - Date     Condition        Report By
 KS1106  HISTORY     - 1944     MONUMENTED       CGS
 KS1106  HISTORY     - 1975     MARK NOT FOUND   NGS
 KS1106  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS1106  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1106
 KS1106                          STATION DESCRIPTION
 KS1106
 KS1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KS1106'AT CHICO MUNICIPAL AIRPORT.
 KS1106'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, AT THE NORTHEAST SIDE
 KS1106'OF H-SHAPED BUILDING T 1369 (POST OPERATIONS AND WEATHER STATION),
 KS1106'IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING THE WEATHER
 KS1106'STATION BAROMETER INSIDE THE BUILDING (THIS CONCRETE FOUNDATION
 KS1106'SURROUNDS THE THIRD CONCRETE PILLAR NORTHWEST OF THE SOUTHEAST
 KS1106'REAR ENTRANCE), 32.7 FEET SOUTHWEST OF THE CENTERLINE OF AN
 KS1106'ASPHALT SIDEWALK, 1 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE
 KS1106'PILLAR AND THE NORTHEAST FACE OF THE BUILDING, AND ABOUT 1 FOOT
 KS1106'HIGHER THAN THE GROUND.  AN IRON DISK, STAMPED C 743 1944.
 KS1106
 KS1106                          STATION RECOVERY (1975)
 KS1106
 KS1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1106'MARK NOT FOUND.
 KS1106
 KS1106                          STATION RECOVERY (1987)
 KS1106
 KS1106'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLB)
 KS1106'MARK NOT FOUND.
 KS1106
 KS1106                          STATION RECOVERY (1988)
 KS1106
 KS1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1106'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1020 ***********************************************************************
 JS1020  DESIGNATION -  C 744
 JS1020  PID         -  JS1020
 JS1020  STATE/COUNTY-  CA/SACRAMENTO
 JS1020  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1020
 JS1020                         *CURRENT SURVEY CONTROL
 JS1020  ___________________________________________________________________
 JS1020* NAD 83(1986)-  38 31 30.     (N)    121 29 50.     (W)     SCALED    
 JS1020* NAVD 88     -         6.69   (+/-2cm)      21.9    (feet)  VERTCON   
 JS1020  ___________________________________________________________________
 JS1020  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 JS1020  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1020
 JS1020.The horizontal coordinates were scaled from a topographic map and have
 JS1020.an estimated accuracy of +/- 6 seconds.
 JS1020.
 JS1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1020
 JS1020.The vertical order pertains to the NGVD 29 superseded value.
 JS1020
 JS1020.The geoid height was determined by GEOID09.
 JS1020
 JS1020;                    North         East    Units  Estimated Accuracy
 JS1020;SPC CA 2     -   595,400.    2,043,840.      MT  (+/- 180 meters Scaled)
 JS1020
 JS1020                          SUPERSEDED SURVEY CONTROL
 JS1020
 JS1020  NGVD 29 (??/??/92)    5.925  (m)           19.44   (f) ADJ UNCH    1 2
 JS1020
 JS1020.Superseded values are not recommended for survey control.
 JS1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1020.See file dsdata.txt to determine how the superseded data were derived.
 JS1020
 JS1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH309651(NAD 83)
 JS1020
 JS1020_MARKER: DB = BENCH MARK DISK
 JS1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1020_SP_SET: CULVERT
 JS1020_STAMPING: C 744 1945
 JS1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1020
 JS1020  HISTORY     - Date     Condition        Report By
 JS1020  HISTORY     - 1945     MONUMENTED       CGS
 JS1020  HISTORY     - 1967     MARK NOT FOUND   CGS
 JS1020
 JS1020                          STATION DESCRIPTION
 JS1020
 JS1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1020'3.6 MI S FROM SACRAMENTO.
 JS1020'3.6 MILES SOUTH ALONG 21ST STREET AND FREEPORT ROAD FROM THE
 JS1020'JUNCTION OF CAPITOL AVENUE AND 21ST STREET AT SACRAMENTO, 0.45
 JS1020'MILE SOUTH OF THE JUNCTION OF FREEPORT ROAD, STACIA WAY AND
 JS1020'SHIELAH WAY, 0.25 MILE NORTH OF THE TOP OF THE EAST-WEST LEVEE,
 JS1020'IN THE NORTHEAST ANGLE OF THE JUNCTION OF PAVED ROAD LEADING
 JS1020'EAST, 17.2 FEET EAST OF CENTER-LINE OF FREEPORT ROAD, SET IN THE
 JS1020'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF CONCRETE
 JS1020'BOX CULVERT NO. MI.12.5.F UNDER FREEPORT ROAD, 1.0 FOOT SOUTH OF
 JS1020'THE NORTH END OF THE HEADWALL, 0.5 FOOT BELOW THE LEVEL OF THE
 JS1020'ROAD.  AN IRON BENCH-MARK DISK, STAMPED C 744 1945.
 JS1020
 JS1020                          STATION RECOVERY (1967)
 JS1020
 JS1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JS1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0090 ***********************************************************************
 HS0090  DESIGNATION -  C 745
 HS0090  PID         -  HS0090
 HS0090  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0090  USGS QUAD   -  STOCKTON WEST (1987)
 HS0090
 HS0090                         *CURRENT SURVEY CONTROL
 HS0090  ___________________________________________________________________
 HS0090* NAD 83(1986)-  37 56 48.     (N)    121 16 31.     (W)     SCALED    
 HS0090* NAVD 88     -         7.751  (meters)      25.43   (feet)  ADJUSTED  
 HS0090  ___________________________________________________________________
 HS0090  GEOID HEIGHT-         -31.87  (meters)                     GEOID09
 HS0090  DYNAMIC HT  -           7.746 (meters)      25.41  (feet)  COMP
 HS0090  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 HS0090
 HS0090  VERT ORDER  -  FIRST     CLASS II
 HS0090
 HS0090.The horizontal coordinates were scaled from a topographic map and have
 HS0090.an estimated accuracy of +/- 6 seconds.
 HS0090.
 HS0090.The orthometric height was determined by differential leveling and
 HS0090.adjusted in June 1991.
 HS0090
 HS0090.The geoid height was determined by GEOID09.
 HS0090
 HS0090.The dynamic height is computed by dividing the NAVD 88
 HS0090.geopotential number by the normal gravity value computed on the
 HS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0090.degrees latitude (g = 980.6199 gals.).
 HS0090
 HS0090.The modeled gravity was interpolated from observed gravity values.
 HS0090
 HS0090;                    North         East    Units  Estimated Accuracy
 HS0090;SPC CA 3     -   660,840.    1,931,860.      MT  (+/- 180 meters Scaled)
 HS0090
 HS0090                          SUPERSEDED SURVEY CONTROL
 HS0090
 HS0090  NGVD 29 (??/??/92)    7.158  (m)           23.48   (f) ADJ UNCH    1 2
 HS0090
 HS0090.Superseded values are not recommended for survey control.
 HS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0090.See file dsdata.txt to determine how the superseded data were derived.
 HS0090
 HS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH515013(NAD 83)
 HS0090
 HS0090_MARKER: DB = BENCH MARK DISK
 HS0090_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HS0090_SP_SET: RAILROAD CROSSING TOWER
 HS0090_STAMPING: C 745 1945
 HS0090_MARK LOGO: CGS   
 HS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0090+STABILITY: SURFACE MOTION
 HS0090
 HS0090  HISTORY     - Date     Condition        Report By
 HS0090  HISTORY     - 1945     MONUMENTED       CGS
 HS0090  HISTORY     - 1958     GOOD             CGS
 HS0090  HISTORY     - 1967     GOOD             CGS
 HS0090  HISTORY     - 1987     GOOD             NGS
 HS0090  HISTORY     - 1987     GOOD             NGS
 HS0090
 HS0090                          STATION DESCRIPTION
 HS0090
 HS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0090'AT STOCKTON.
 HS0090'AT STOCKTON, AT THE CROSSING OF THE SOUTHERN PACIFIC COMPANY
 HS0090'RAILROAD AND THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, SET
 HS0090'VERTICALLY IN THE WEST FACE OF THE CROSSING INTERLOCKING TOWER,
 HS0090'28.4 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND MAIN TRACK OF
 HS0090'THE SOUTHERN PACIFIC COMPANY RAILROAD, 29.7 FEET SOUTH OF THE
 HS0090'SOUTH RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1 FOOT
 HS0090'SOUTH OF THE NORTHWEST CORNER OF THE TOWER, AND ABOUT 3 1/2 FEET
 HS0090'ABOVE THE GROUND.
 HS0090
 HS0090                          STATION RECOVERY (1967)
 HS0090
 HS0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0090'RECOVERED IN GOOD CONDITION.
 HS0090
 HS0090                          STATION RECOVERY (1987)
 HS0090
 HS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0090'RECOVERED IN GOOD CONDITION.
 HS0090
 HS0090                          STATION RECOVERY (1987)
 HS0090
 HS0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2368 ***********************************************************************
 HS2368  DESIGNATION -  C 746
 HS2368  PID         -  HS2368
 HS2368  STATE/COUNTY-  CA/STANISLAUS
 HS2368  USGS QUAD   -  CROWS LANDING (1980)
 HS2368
 HS2368                         *CURRENT SURVEY CONTROL
 HS2368  ___________________________________________________________________
 HS2368* NAD 83(1986)-  37 25 20.     (N)    121 05 32.     (W)     SCALED    
 HS2368* NAVD 88     -        34.09   (+/-2cm)     111.8    (feet)  VERTCON   
 HS2368  ___________________________________________________________________
 HS2368  GEOID HEIGHT-         -32.57  (meters)                     GEOID09
 HS2368  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2368
 HS2368.The horizontal coordinates were scaled from a topographic map and have
 HS2368.an estimated accuracy of +/- 6 seconds.
 HS2368.
 HS2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2368
 HS2368.The vertical order pertains to the NGVD 29 superseded value.
 HS2368
 HS2368.The geoid height was determined by GEOID09.
 HS2368
 HS2368;                    North         East    Units  Estimated Accuracy
 HS2368;SPC CA 3     -   602,520.    1,947,580.      MT  (+/- 180 meters Scaled)
 HS2368
 HS2368                          SUPERSEDED SURVEY CONTROL
 HS2368
 HS2368  NGVD 29 (??/??/92)   33.347  (m)          109.41   (f) ADJ UNCH    1 2
 HS2368
 HS2368.Superseded values are not recommended for survey control.
 HS2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2368.See file dsdata.txt to determine how the superseded data were derived.
 HS2368
 HS2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG688434(NAD 83)
 HS2368
 HS2368_MARKER: DB = BENCH MARK DISK
 HS2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2368_STAMPING: C 746 1945
 HS2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2368+STABILITY: SURFACE MOTION
 HS2368
 HS2368  HISTORY     - Date     Condition        Report By
 HS2368  HISTORY     - 1945     MONUMENTED       CGS
 HS2368  HISTORY     - 1958     GOOD             CGS
 HS2368  HISTORY     - 1965     GOOD             CGS
 HS2368
 HS2368                          STATION DESCRIPTION
 HS2368
 HS2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS2368'2.2 MI NW FROM CROWS LANDING.
 HS2368'2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2368'FROM THE STATION AT CROWS LANDING, IN R8E T6S S9, 0.2 MILE
 HS2368'SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 6
 HS2368'FEET NORTHWEST OF MILEPOLE 111, 27.6 FEET SOUTHWEST OF THE
 HS2368'SOUTHWEST RAIL, 38 FEET NORTHEAST OF THE CENTER LINE OF STATE
 HS2368'HIGHWAY 33, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET
 HS2368'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HS2368'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HS2368
 HS2368                          STATION RECOVERY (1965)
 HS2368
 HS2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1350 ***********************************************************************
 DY1350  DESIGNATION -  C 748
 DY1350  PID         -  DY1350
 DY1350  STATE/COUNTY-  CA/LOS ANGELES
 DY1350  USGS QUAD   -  VENICE (1981)
 DY1350
 DY1350                         *CURRENT SURVEY CONTROL
 DY1350  ___________________________________________________________________
 DY1350* NAD 83(1986)-  33 56 01.     (N)    118 23 19.     (W)     SCALED    
 DY1350* NAVD 88     -        32.07   (+/-2cm)     105.2    (feet)  VERTCON   
 DY1350  ___________________________________________________________________
 DY1350  GEOID HEIGHT-         -35.96  (meters)                     GEOID09
 DY1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1350
 DY1350.This mark is at Los Angeles Intl Airport (LAX)
 DY1350
 DY1350.The horizontal coordinates were scaled from a topographic map and have
 DY1350.an estimated accuracy of +/- 6 seconds.
 DY1350.
 DY1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1350
 DY1350.The vertical order pertains to the NGVD 29 superseded value.
 DY1350
 DY1350.The geoid height was determined by GEOID09.
 DY1350
 DY1350;                    North         East    Units  Estimated Accuracy
 DY1350;SPC CA 5     -   548,170.    1,964,070.      MT  (+/- 180 meters Scaled)
 DY1350
 DY1350                          SUPERSEDED SURVEY CONTROL
 DY1350
 DY1350  NGVD 29 (??/??/92)   31.320  (m)          102.76   (f) ADJ UNCH    1 2
 DY1350
 DY1350.Superseded values are not recommended for survey control.
 DY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1350.See file dsdata.txt to determine how the superseded data were derived.
 DY1350
 DY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716556(NAD 83)
 DY1350
 DY1350_MARKER: DB = BENCH MARK DISK
 DY1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1350_STAMPING: C 748 1945
 DY1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1350+STABILITY: SURFACE MOTION
 DY1350
 DY1350  HISTORY     - Date     Condition        Report By
 DY1350  HISTORY     - 1945     MONUMENTED       CGS
 DY1350  HISTORY     - 1960     MARK NOT FOUND   CGS
 DY1350  HISTORY     - 1961     GOOD             CGS
 DY1350
 DY1350                          STATION DESCRIPTION
 DY1350
 DY1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DY1350'AT LOS ANGELES.
 DY1350'AT THE LOS ANGELES AIRPORT, SET IN THE TOP OF THE CONCRETE
 DY1350'BUMPER POST AT THE EAST END OF THE WEST-MOST HANGAR WHICH IS
 DY1350'NOW USED AS THE AIR FREIGHT TERMINAL, ON THE NORTH SIDE OF
 DY1350'BUILDING, 8.5 FEET WEST OF THE NORTHEAST CORNER OF HANGAR, 3
 DY1350'FEET ABOVE GROUND LEVEL.
 DY1350
 DY1350                          STATION RECOVERY (1961)
 DY1350
 DY1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1828 ***********************************************************************
 DX1828  DESIGNATION -  C 749
 DX1828  PID         -  DX1828
 DX1828  STATE/COUNTY-  CA/ORANGE
 DX1828  USGS QUAD   -  EL TORO (1982)
 DX1828
 DX1828                         *CURRENT SURVEY CONTROL
 DX1828  ___________________________________________________________________
 DX1828* NAD 83(1986)-  33 40 43.     (N)    117 43 10.     (W)     SCALED    
 DX1828* NAVD 88     -       124.29   (+/-2cm)     407.8    (feet)  VERTCON   
 DX1828  ___________________________________________________________________
 DX1828  GEOID HEIGHT-         -34.26  (meters)                     GEOID09
 DX1828  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1828
 DX1828.The horizontal coordinates were scaled from a topographic map and have
 DX1828.an estimated accuracy of +/- 6 seconds.
 DX1828.
 DX1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1828
 DX1828.The vertical order pertains to the NGVD 29 superseded value.
 DX1828
 DX1828.The geoid height was determined by GEOID09.
 DX1828
 DX1828;                    North         East    Units  Estimated Accuracy
 DX1828;SPC CA 6     -   668,640.    1,863,750.      MT  (+/- 180 meters Scaled)
 DX1828
 DX1828                          SUPERSEDED SURVEY CONTROL
 DX1828
 DX1828  NGVD 29 (??/??/??)  123.561  (m)          405.38   (f) ADJUSTED    1 2
 DX1828
 DX1828.Superseded values are not recommended for survey control.
 DX1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1828.See file dsdata.txt to determine how the superseded data were derived.
 DX1828
 DX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT333267(NAD 83)
 DX1828
 DX1828_MARKER: DB = BENCH MARK DISK
 DX1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1828_STAMPING: C 749 1945
 DX1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1828+STABILITY: SURFACE MOTION
 DX1828
 DX1828  HISTORY     - Date     Condition        Report By
 DX1828  HISTORY     - 1945     MONUMENTED       CGS
 DX1828  HISTORY     - 1955     GOOD             CGS
 DX1828  HISTORY     - 1968     MARK NOT FOUND   USGS
 DX1828
 DX1828                          STATION DESCRIPTION
 DX1828
 DX1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1828'AT EL TORO MCAS.
 DX1828'AT EL TORO MARINE CORPS AIR STATION, AT THE HEADQUARTERS
 DX1828'BUILDING OF MARINE AIR GROUP 15 (BUILDING 105), 65.2 FEET
 DX1828'SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING, 11.4 FEET SOUTH
 DX1828'OF A FIRE HYDRANT, 3.0 FEET NORTH OF A STONE CORNER PILLAR AT
 DX1828'THE END OF A STONE WALL, 1.2 FEET NORTHEAST OF THE NORTHEAST
 DX1828'FACE OF THE WALL, ABOUT LEVEL WITH J STREET, AND SET IN THE TOP
 DX1828'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DX1828'NOTE-- ROAD HAS BEEN WIDENED, WALL IS GONE, MARK MAY BE
 DX1828'DESTROYED.
 DX1828
 DX1828                          STATION RECOVERY (1968)
 DX1828
 DX1828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DX1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2734 ***********************************************************************
 DX2734  DESIGNATION -  C 750
 DX2734  PID         -  DX2734
 DX2734  STATE/COUNTY-  CA/RIVERSIDE
 DX2734  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2734
 DX2734                         *CURRENT SURVEY CONTROL
 DX2734  ___________________________________________________________________
 DX2734* NAD 83(1986)-  33 54 10.     (N)    117 15 53.     (W)     SCALED    
 DX2734* NAVD 88     -       469.18   (+/-2cm)    1539.3    (feet)  VERTCON   
 DX2734  ___________________________________________________________________
 DX2734  GEOID HEIGHT-         -32.75  (meters)                     GEOID09
 DX2734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2734
 DX2734.The horizontal coordinates were scaled from a topographic map and have
 DX2734.an estimated accuracy of +/- 6 seconds.
 DX2734.
 DX2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2734
 DX2734.The vertical order pertains to the NGVD 29 superseded value.
 DX2734
 DX2734.The geoid height was determined by GEOID09.
 DX2734
 DX2734;                    North         East    Units  Estimated Accuracy
 DX2734;SPC CA 6     -   693,000.    1,906,150.      MT  (+/- 180 meters Scaled)
 DX2734
 DX2734                          SUPERSEDED SURVEY CONTROL
 DX2734
 DX2734  NGVD 29 (??/??/??)  468.419  (m)         1536.80   (f) ADJUSTED    2 0
 DX2734
 DX2734.Superseded values are not recommended for survey control.
 DX2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2734.See file dsdata.txt to determine how the superseded data were derived.
 DX2734
 DX2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT755514(NAD 83)
 DX2734
 DX2734_MARKER: DB = BENCH MARK DISK
 DX2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2734_STAMPING: C 750 1945
 DX2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2734+STABILITY: SURFACE MOTION
 DX2734
 DX2734  HISTORY     - Date     Condition        Report By
 DX2734  HISTORY     - 1945     MONUMENTED       CGS
 DX2734  HISTORY     - 1967     GOOD             CGS
 DX2734
 DX2734                          STATION DESCRIPTION
 DX2734
 DX2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DX2734'AT MARCH FIELD.
 DX2734'AT MARCH FIELD, 95 FT NE OF THE E CORNER OF HANGAR 2303 (AND
 DX2734'IN LINE WITH THE SE SIDE OF HANGAR 2303), 6.5 FT W OF A CHAIN
 DX2734'LINK FENCE, IN A PARKING LOT, 2.6 FT SW OF THE SW CORNER OF A
 DX2734'CONCRETE COLUMN.  IRON BENCH MARK DISK SET IN THE TOP OF A
 DX2734'CONCRETE POST AND PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0768 ***********************************************************************
 DB0768  DESIGNATION -  C 751
 DB0768  PID         -  DB0768
 DB0768  STATE/COUNTY-  CA/IMPERIAL
 DB0768  USGS QUAD   -  SEELEY (1979)
 DB0768
 DB0768                         *CURRENT SURVEY CONTROL
 DB0768  ___________________________________________________________________
 DB0768* NAD 83(1986)-  32 48 46.     (N)    115 39 37.     (W)     SCALED    
 DB0768* NAVD 88     -       -12.89   (+/-2cm)     -42.3    (feet)  VERTCON   
 DB0768  ___________________________________________________________________
 DB0768  GEOID HEIGHT-         -34.53  (meters)                     GEOID09
 DB0768  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0768
 DB0768.The horizontal coordinates were scaled from a topographic map and have
 DB0768.an estimated accuracy of +/- 6 seconds.
 DB0768.
 DB0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0768
 DB0768.The vertical order pertains to the NGVD 29 superseded value.
 DB0768
 DB0768.The geoid height was determined by GEOID09.
 DB0768
 DB0768;                    North         East    Units  Estimated Accuracy
 DB0768;SPC CA 6     -   571,810.    2,055,230.      MT  (+/- 180 meters Scaled)
 DB0768
 DB0768                          SUPERSEDED SURVEY CONTROL
 DB0768
 DB0768  NGVD 29 (??/??/??)  -13.614  (m)          -44.67   (f) ADJUSTED    1 2
 DB0768
 DB0768.Superseded values are not recommended for survey control.
 DB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0768.See file dsdata.txt to determine how the superseded data were derived.
 DB0768
 DB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS254313(NAD 83)
 DB0768
 DB0768_MARKER: DB = BENCH MARK DISK
 DB0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0768_SP_SET: HANGAR DOOR BASE
 DB0768_STAMPING: C 175 1945
 DB0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0768
 DB0768  HISTORY     - Date     Condition        Report By
 DB0768  HISTORY     - 1945     MONUMENTED       CGS
 DB0768
 DB0768                          STATION DESCRIPTION
 DB0768
 DB0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0768'AT EL CENTRO.
 DB0768'AT THE EL CENTRO MARINE CORPS AIR STATION, SET IN THE SOUTH
 DB0768'END OF THE EAST CONCRETE BASE OF EAST HANGAR DOORS OF HANGAR
 DB0768'NO. 504, 2.4 FEET NORTH OF SOUTHEAST CORNER OF HANGAR, 0.4 FOOT
 DB0768'EAST OF EAST RAIL OF DOOR TRACK.  BRONZE BENCH MARK DISK, STAMPED
 DB0768'C 751 1945.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0489 ***********************************************************************
 FU0489  DESIGNATION -  C 752 USN
 FU0489  PID         -  FU0489
 FU0489  STATE/COUNTY-  CA/KERN
 FU0489  USGS QUAD   -  MOJAVE (1992)
 FU0489
 FU0489                         *CURRENT SURVEY CONTROL
 FU0489  ___________________________________________________________________
 FU0489* NAD 83(1986)-  35 03 13.     (N)    118 09 54.     (W)     SCALED    
 FU0489* NAVD 88     -       840.962  (meters)    2759.06   (feet)  ADJUSTED  
 FU0489  ___________________________________________________________________
 FU0489  GEOID HEIGHT-         -31.53  (meters)                     GEOID09
 FU0489  DYNAMIC HT  -         839.998 (meters)    2755.89  (feet)  COMP
 FU0489  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 FU0489
 FU0489  VERT ORDER  -  FIRST     CLASS II
 FU0489
 FU0489.The horizontal coordinates were scaled from a topographic map and have
 FU0489.an estimated accuracy of +/- 6 seconds.
 FU0489.
 FU0489.The orthometric height was determined by differential leveling and
 FU0489.adjusted in June 1991.
 FU0489
 FU0489.WARNING-Repeat measurements at this control monument indicate possible
 FU0489.vertical movement.
 FU0489
 FU0489.The geoid height was determined by GEOID09.
 FU0489
 FU0489.The dynamic height is computed by dividing the NAVD 88
 FU0489.geopotential number by the normal gravity value computed on the
 FU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0489.degrees latitude (g = 980.6199 gals.).
 FU0489
 FU0489.The modeled gravity was interpolated from observed gravity values.
 FU0489
 FU0489;                    North         East    Units  Estimated Accuracy
 FU0489;SPC CA 5     -   672,350.    1,984,950.      MT  (+/- 180 meters Scaled)
 FU0489
 FU0489                          SUPERSEDED SURVEY CONTROL
 FU0489
 FU0489  NGVD 29 (??/??/??)  840.19   (m)         2756.5    (f) RESET       3  
 FU0489
 FU0489.Superseded values are not recommended for survey control.
 FU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0489.See file dsdata.txt to determine how the superseded data were derived.
 FU0489
 FU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU937796(NAD 83)
 FU0489
 FU0489_MARKER: DB = BENCH MARK DISK
 FU0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0489_STAMPING: C 752 ANGLE PT RE 1018 BR 1942
 FU0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0489+STABILITY: SURFACE MOTION
 FU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0489+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 FU0489
 FU0489  HISTORY     - Date     Condition        Report By
 FU0489  HISTORY     - 1942     MONUMENTED       DOD
 FU0489  HISTORY     - 1962     GOOD             CGS
 FU0489  HISTORY     - 20061006 GOOD             GEOCAC
 FU0489
 FU0489                          STATION DESCRIPTION
 FU0489
 FU0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0489'AT MOJAVE.
 FU0489'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, 0.5 MILE EAST ALONG
 FU0489'INYO STREET FROM THE SOUTHERN PACIFIC STATION AT MOJAVE, AT THE
 FU0489'WEST AND MAIN ENTRANCE TO THE AIRPORT, 70 1/2 FEET SOUTH OF
 FU0489'THE CENTER LINE OF THE STREET, 42.5 FEET SOUTH OF A FENCE
 FU0489'CORNER, 36 FEET SOUTH OF BENCH MARK B 752 (USN), 0.6 FOOT WEST
 FU0489'OF A STEEL GATE POST, ABOUT LEVEL WITH THE STREET AND IN THE
 FU0489'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 FU0489
 FU0489                          STATION RECOVERY (2006)
 FU0489
 FU0489'RECOVERY NOTE BY GEOCACHING 2006 (RSH)
 FU0489'COORDINATES WAY OFF. N35 03.226 W118 09.899 (NAD 83)ELEVATION 2735'
 FU0489'DIGITAL IMAGES AT WWW.GEOCACHING.COM USER RSCOTTH
 FU0489' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0383 ***********************************************************************
 FT0383  DESIGNATION -  C 753
 FT0383  PID         -  FT0383
 FT0383  STATE/COUNTY-  CA/INYO
 FT0383  USGS QUAD   -  TRONA EAST (1982)
 FT0383
 FT0383                         *CURRENT SURVEY CONTROL
 FT0383  ___________________________________________________________________
 FT0383* NAD 83(1992)-  35 48 43.84817(N)    117 19 45.74600(W)     ADJUSTED  
 FT0383* NAVD 88     -       510.022  (meters)    1673.30   (feet)  ADJUSTED  
 FT0383  ___________________________________________________________________
 FT0383  EPOCH DATE  -        1991.35
 FT0383  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC09
 FT0383  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 FT0383  DYNAMIC HT  -         509.496 (meters)    1671.57  (feet)  COMP
 FT0383  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 FT0383
 FT0383  HORZ ORDER  -  SECOND
 FT0383  VERT ORDER  -  SECOND    CLASS 0
 FT0383
 FT0383.The horizontal coordinates were established by classical geodetic methods
 FT0383.and adjusted by the National Geodetic Survey in June 1996.
 FT0383.
 FT0383.The orthometric height was determined by differential leveling and
 FT0383.adjusted in June 1991.
 FT0383
 FT0383.The Laplace correction was computed from DEFLEC09 derived deflections.
 FT0383
 FT0383.The geoid height was determined by GEOID09.
 FT0383
 FT0383.The dynamic height is computed by dividing the NAVD 88
 FT0383.geopotential number by the normal gravity value computed on the
 FT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0383.degrees latitude (g = 980.6199 gals.).
 FT0383
 FT0383.The modeled gravity was interpolated from observed gravity values.
 FT0383
 FT0383;                    North         East     Units Scale Factor Converg.
 FT0383;SPC CA 4     -   554,447.712 2,150,984.720   MT  1.00004081   +0 59 48.0
 FT0383;SPC CA 4     - 1,819,050.54  7,057,022.37   sFT  1.00004081   +0 59 48.0
 FT0383;SPC CA 5     -   756,700.068 2,060,614.399   MT  1.00009361   +0 22 56.2
 FT0383;SPC CA 5     - 2,482,606.81  6,760,532.41   sFT  1.00009361   +0 22 56.2
 FT0383;UTM  11      - 3,963,166.847   470,244.032   MT  0.99961091   -0 11 33.8
 FT0383
 FT0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0383!SPC CA 4     -   0.99992468  x   1.00004081  =   0.99996549
 FT0383!SPC CA 5     -   0.99992468  x   1.00009361  =   1.00001829
 FT0383!UTM  11      -   0.99992468  x   0.99961091  =   0.99953562
 FT0383
 FT0383                          SUPERSEDED SURVEY CONTROL
 FT0383
 FT0383  NAD 83(1992)-  35 48 43.84775(N)    117 19 45.74466(W) AD(1991.35) 2
 FT0383  NAD 83(1986)-  35 48 43.85657(N)    117 19 45.73441(W) AD(1984.00) 2
 FT0383  NAD 27      -  35 48 44.02500(N)    117 19 42.52400(W) AD(       ) 2
 FT0383  NGVD 29 (??/??/92)  509.214  (m)         1670.65   (f) ADJ UNCH    2 0
 FT0383
 FT0383.Superseded values are not recommended for survey control.
 FT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0383.See file dsdata.txt to determine how the superseded data were derived.
 FT0383
 FT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV7024463166(NAD 83)
 FT0383
 FT0383_MARKER: DB = BENCH MARK DISK
 FT0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0383_STAMPING: C 753 1945
 FT0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0383+STABILITY: SURFACE MOTION
 FT0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0383+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2010
 FT0383
 FT0383  HISTORY     - Date     Condition        Report By
 FT0383  HISTORY     - 1945     MONUMENTED       CGS
 FT0383  HISTORY     - 1950     GOOD             CGS
 FT0383  HISTORY     - 1950     GOOD             CGS
 FT0383  HISTORY     - 20100417 GOOD             WHPACI
 FT0383  HISTORY     - 20100727 GOOD             NIMA
 FT0383
 FT0383                          STATION DESCRIPTION
 FT0383
 FT0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0383'AT TRONA AIRPORT.
 FT0383'AT TRONA AIRPORT, INYO COUNTY, 17.8 FEET SOUTHEAST OF THE CENTER
 FT0383'OF THE ENTRANCE TO THE CIVIL AERONAUTICS ADMINISTRATION BUILDING,
 FT0383'2.7 FEET NORTHWEST OF THE FLAGPOLE, AND 1.5 FEET SOUTHEAST OF A
 FT0383'WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED C 753 1945 AND
 FT0383'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 FT0383'GROUND.
 FT0383
 FT0383                          STATION RECOVERY (1950)
 FT0383
 FT0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FT0383'SEE STATION TRONA
 FT0383
 FT0383                          STATION RECOVERY (1950)
 FT0383
 FT0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 FT0383'RECOVERED IN GOOD CONDITION.
 FT0383
 FT0383                          STATION RECOVERY (2010)
 FT0383
 FT0383'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2010 (KMK)
 FT0383'RECOVERED AS DESCRIBED
 FT0383
 FT0383                          STATION RECOVERY (2010)
 FT0383
 FT0383'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 2010 (BT)
 FT0383'RECOVERED AS DESCRIBED.  WITNESS POST IS MISSING.  THE CIVIL
 FT0383'AERONAUTICS BUILDING IS NOW THE RESIDENCE OF THE AIRPORT CARETAKERS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0071 ***********************************************************************
 HR0071  DESIGNATION -  C 754
 HR0071  PID         -  HR0071
 HR0071  STATE/COUNTY-  CA/INYO
 HR0071  USGS QUAD   -  POLETA CANYON (1994)
 HR0071
 HR0071                         *CURRENT SURVEY CONTROL
 HR0071  ___________________________________________________________________
 HR0071* NAD 83(1986)-  37 22 15.     (N)    118 22 04.     (W)     SCALED    
 HR0071* NAVD 88     -      1254.150  (meters)    4114.66   (feet)  POSTED    
 HR0071  ___________________________________________________________________
 HR0071  GEOID HEIGHT-         -26.22  (meters)                     GEOID09
 HR0071  DYNAMIC HT  -        1252.73  (meters)    4110.0   (feet)  COMP
 HR0071  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 HR0071
 HR0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0071
 HR0071.This mark is at Bishop Airport (BIH)
 HR0071
 HR0071.The horizontal coordinates were scaled from a topographic map and have
 HR0071.an estimated accuracy of +/- 6 seconds.
 HR0071.
 HR0071.The orthometric height was determined by differential leveling
 HR0071.and adjusted in October 2003.
 HR0071
 HR0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0071.was located on a no-check spur therefore a value was not computed.
 HR0071
 HR0071.No vertical observational check was made to the station.
 HR0071
 HR0071.The geoid height was determined by GEOID09.
 HR0071
 HR0071.The dynamic height is computed by dividing the NAVD 88
 HR0071.geopotential number by the normal gravity value computed on the
 HR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0071.degrees latitude (g = 980.6199 gals.).
 HR0071
 HR0071.The modeled gravity was interpolated from observed gravity values.
 HR0071
 HR0071;                    North         East    Units  Estimated Accuracy
 HR0071;SPC CA 4     -   726,280.    2,056,000.      MT  (+/- 180 meters Scaled)
 HR0071
 HR0071                          SUPERSEDED SURVEY CONTROL
 HR0071
 HR0071  NGVD 29 (??/??/92) 1252.998  (m)         4110.88   (f) ADJ UNCH    1 2
 HR0071
 HR0071.Superseded values are not recommended for survey control.
 HR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0071.See file dsdata.txt to determine how the superseded data were derived.
 HR0071
 HR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788368(NAD 83)
 HR0071
 HR0071_MARKER: DB = BENCH MARK DISK
 HR0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0071_SP_SET: CONCRETE FOUNDATION
 HR0071_STAMPING: C 754 1945
 HR0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0071
 HR0071  HISTORY     - Date     Condition        Report By
 HR0071  HISTORY     - 1945     MONUMENTED       CGS
 HR0071  HISTORY     - 1957     GOOD             CGS
 HR0071
 HR0071                          STATION DESCRIPTION
 HR0071
 HR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0071'2.1 MI E FROM BISHOP.
 HR0071'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA
 HR0071'AT BISHOP, THENCE 0.6 MILE NORTH ALONG AIRPORT ROAD, AT THE
 HR0071'BISHOP AIRPORT (FORMERLY BISHOP ARMY AIRFIELD), IN THE TOP OF
 HR0071'THE NORTHEAST CORNER OF THE NORTHEAST ONE OF A GROUP OF CONCRETE
 HR0071'FOUNDATION BLOCKS (A FOUNDATION FOR A FORMER ELEVATED WATER
 HR0071'TANK), 330 FEET WEST OF THE CENTER LINE OF THE ROAD, 197 FEET
 HR0071'NORTH OF THE NORTHEAST CORNER OF THE NORTH ONE OF THREE BARRACKS
 HR0071'BUILDINGS (NOW USED AS RESIDENCES), 20.7 FEET NORTHEAST OF AN
 HR0071'8-INCH IRON PIPE WHICH PROJECTS 6 FEET ABOVE THE GROUND, AND
 HR0071'ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0285 ***********************************************************************
 EU0285  DESIGNATION -  CAL 101
 EU0285  PID         -  EU0285
 EU0285  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0285  USGS QUAD   -  NEEDLES (1975)
 EU0285
 EU0285                         *CURRENT SURVEY CONTROL
 EU0285  ___________________________________________________________________
 EU0285* NAD 83(1986)-  34 46 11.     (N)    114 35 50.     (W)     SCALED    
 EU0285* NAVD 88     -       234.54   (+/-2cm)     769.5    (feet)  VERTCON   
 EU0285  ___________________________________________________________________
 EU0285  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 EU0285  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0285
 EU0285.The horizontal coordinates were scaled from a topographic map and have
 EU0285.an estimated accuracy of +/- 6 seconds.
 EU0285.
 EU0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0285
 EU0285.The vertical order pertains to the NGVD 29 superseded value.
 EU0285
 EU0285.The geoid height was determined by GEOID09.
 EU0285
 EU0285;                    North         East    Units  Estimated Accuracy
 EU0285;SPC CA 5     -   646,120.    2,311,420.      MT  (+/- 180 meters Scaled)
 EU0285
 EU0285                          SUPERSEDED SURVEY CONTROL
 EU0285
 EU0285  NGVD 29 (??/??/??)  233.881  (m)          767.32   (f) ADJUSTED    1 2
 EU0285
 EU0285.Superseded values are not recommended for survey control.
 EU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0285.See file dsdata.txt to determine how the superseded data were derived.
 EU0285
 EU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU198501(NAD 83)
 EU0285
 EU0285_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EU0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0285_STAMPING: CAL 101
 EU0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0285+STABILITY: SURFACE MOTION
 EU0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0285+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 EU0285
 EU0285  HISTORY     - Date     Condition        Report By
 EU0285  HISTORY     - UNK      MONUMENTED       CGS
 EU0285  HISTORY     - 1945     GOOD             CGS
 EU0285  HISTORY     - 20100303 GOOD             GEOCAC
 EU0285
 EU0285                          STATION DESCRIPTION
 EU0285
 EU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0285'5.6 MI S FROM NEEDLES.
 EU0285'ALONG U.S. HIGHWAY 95 AND 66, 5.6 MILES SOUTH OF THE ATCHISON,
 EU0285'TOPEKA AND SANTE FE RAILWAY STATION AT NEEDLES, APPROXIMATELY
 EU0285'400.0 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY MEASURED FROM
 EU0285'A POINT 0.1 MILE NORTH OF THE JUNCTION OF THE HIGHWAYS, 27.6
 EU0285'FEET ABOVE THE LEVEL OF THE HIGHWAY, ON THE TOP OF THE HIGHEST
 EU0285'ROUND-TOPPED KNOLL IN THE VICINITY, A CAP SCREWED ON THE TOP OF
 EU0285'A 1-INCH IRON PIPE REINFORCED WITH CONCRETE AND PROJECTING 0.4
 EU0285'FOOT ABOVE THE GROUND.  NOTE-- MARK IS EVIDENTLY U.S. COAST AND
 EU0285'GEODETIC SURVEY TRIANGULATION STATION PARKER JCT.
 EU0285
 EU0285                          STATION RECOVERY (2010)
 EU0285
 EU0285'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 EU0285'HH2  344613.2 1143550.5
 EU0285'CAL 101 = CAL 101 RESET = PARKER JUNCTION
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0052 ***********************************************************************
 DY0052  DESIGNATION -  CAP USN
 DY0052  PID         -  DY0052
 DY0052  STATE/COUNTY-  CA/ORANGE
 DY0052  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0052
 DY0052                         *CURRENT SURVEY CONTROL
 DY0052  ___________________________________________________________________
 DY0052* NAD 83(1986)-  33 47 43.     (N)    118 03 16.     (W)     SCALED    
 DY0052* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 DY0052  ___________________________________________________________________
 DY0052  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0052  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0052
 DY0052.The horizontal coordinates were scaled from a topographic map and have
 DY0052.an estimated accuracy of +/- 6 seconds.
 DY0052.
 DY0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0052
 DY0052.The vertical order pertains to the NGVD 29 superseded value.
 DY0052
 DY0052.The geoid height was determined by GEOID09.
 DY0052
 DY0052;                    North         East    Units  Estimated Accuracy
 DY0052;SPC CA 6     -   682,070.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0052
 DY0052                          SUPERSEDED SURVEY CONTROL
 DY0052
 DY0052  NGVD 29 (??/??/92)    7.438  (m)           24.40   (f) ADJ UNCH    1 2
 DY0052
 DY0052.Superseded values are not recommended for survey control.
 DY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0052.See file dsdata.txt to determine how the superseded data were derived.
 DY0052
 DY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023399(NAD 83)
 DY0052
 DY0052_MARKER: P = PIPE CAP
 DY0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0052
 DY0052  HISTORY     - Date     Condition        Report By
 DY0052  HISTORY     - UNK      MONUMENTED       DOD
 DY0052  HISTORY     - 1945     GOOD             CGS
 DY0052  HISTORY     - 1968     GOOD             CGS
 DY0052
 DY0052                          STATION DESCRIPTION
 DY0052
 DY0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0052'AT LOS ALAMITOS NAS.
 DY0052'AT LOS ALAMITOS NAVAL AUX. AIR STATION AT THE CENTER OF
 DY0052'INTERSECTION OF LEXINGTON DRIVE AND SARATOGA AVENUE.  A 2 INCH
 DY0052'BRASS CAP SET IN TOP OF IRON PIPE FLUSH WITH THE ROAD.  BRASS
 DY0052'CAP SET ON TOP OF 2 INCH IRON PIPE.
 DY0052
 DY0052                          STATION RECOVERY (1968)
 DY0052
 DY0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DY0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2611 ***********************************************************************
 GU2611  DESIGNATION -  CC 250
 GU2611  PID         -  GU2611
 GU2611  STATE/COUNTY-  CA/SAN BENITO
 GU2611  USGS QUAD   -  HOLLISTER (1995)
 GU2611
 GU2611                         *CURRENT SURVEY CONTROL
 GU2611  ___________________________________________________________________
 GU2611* NAD 83(1986)-  36 52 26.     (N)    121 25 09.     (W)     SCALED    
 GU2611* NAVD 88     -        78.90   (+/-2cm)     258.9    (feet)  VERTCON   
 GU2611  ___________________________________________________________________
 GU2611  GEOID HEIGHT-         -33.09  (meters)                     GEOID09
 GU2611  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2611
 GU2611.The horizontal coordinates were scaled from a topographic map and have
 GU2611.an estimated accuracy of +/- 6 seconds.
 GU2611.
 GU2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2611
 GU2611.The vertical order pertains to the NGVD 29 superseded value.
 GU2611
 GU2611.The geoid height was determined by GEOID09.
 GU2611
 GU2611;                    North         East    Units  Estimated Accuracy
 GU2611;SPC CA 4     -   673,660.    1,784,340.      MT  (+/- 180 meters Scaled)
 GU2611
 GU2611                          SUPERSEDED SURVEY CONTROL
 GU2611
 GU2611  NGVD 29 (??/??/92)   78.040  (m)          256.04   (f) ADJ UNCH    1 2
 GU2611
 GU2611.Superseded values are not recommended for survey control.
 GU2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2611.See file dsdata.txt to determine how the superseded data were derived.
 GU2611
 GU2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF408820(NAD 83)
 GU2611
 GU2611_MARKER: DB = BENCH MARK DISK
 GU2611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2611_SP_SET: CONCRETE IRRIGATION-PIPE BASIN
 GU2611_STAMPING: CC 250 1945
 GU2611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2611
 GU2611  HISTORY     - Date     Condition        Report By
 GU2611  HISTORY     - 1945     MONUMENTED       CGS
 GU2611  HISTORY     - 1948     GOOD             CGS
 GU2611  HISTORY     - 1972     MARK NOT FOUND   NGS
 GU2611
 GU2611                          STATION DESCRIPTION
 GU2611
 GU2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2611'2.2 MI NW FROM HOLLISTER.
 GU2611'ABOUT 2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GU2611'FROM THE COURTHOUSE AT HOLLISTER, 54 FEET NORTHWEST OF MILEPOST
 GU2611'93, 54 FEET EAST OF THE NORTHEAST RAIL AT THE CROSSING OF THE
 GU2611'CENTER LINE OF A DIRT ROAD, 12 FEET NORTHEAST OF A FENCE CORNER,
 GU2611'AND IN THE NORTH CORNER OF A CONCRETE IRRIGATION - PIPE BASIN.
 GU2611'NOTE-- DID NOT DIG FOR IT BUT CHUNKS OF BROKEN CONCRETE FROM
 GU2611'DESCRIBED PIPE BASIN WERE FOUND.
 GU2611
 GU2611                          STATION RECOVERY (1972)
 GU2611
 GU2611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0778 ***********************************************************************
 DC0778  DESIGNATION -  CORONADO
 DC0778  PID         -  DC0778
 DC0778  STATE/COUNTY-  CA/SAN DIEGO
 DC0778  USGS QUAD   -  POINT LOMA (1994)
 DC0778
 DC0778                         *CURRENT SURVEY CONTROL
 DC0778  ___________________________________________________________________
 DC0778* NAD 83(1986)-  32 41 28.     (N)    117 10 35.     (W)     SCALED    
 DC0778* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 DC0778  ___________________________________________________________________
 DC0778  GEOID HEIGHT-         -35.21  (meters)                     GEOID09
 DC0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0778
 DC0778.The horizontal coordinates were scaled from a topographic map and have
 DC0778.an estimated accuracy of +/- 6 seconds.
 DC0778.
 DC0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0778
 DC0778.The vertical order pertains to the NGVD 29 superseded value.
 DC0778
 DC0778.The geoid height was determined by GEOID09.
 DC0778
 DC0778;                    North         East    Units  Estimated Accuracy
 DC0778;SPC CA 6     -   558,550.    1,913,130.      MT  (+/- 180 meters Scaled)
 DC0778
 DC0778                          SUPERSEDED SURVEY CONTROL
 DC0778
 DC0778  NGVD 29 (??/??/??)    7.529  (m)           24.70   (f) ADJUSTED    1 2
 DC0778
 DC0778.Superseded values are not recommended for survey control.
 DC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0778.See file dsdata.txt to determine how the superseded data were derived.
 DC0778
 DC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS834170(NAD 83)
 DC0778
 DC0778_MARKER: B = BOLT
 DC0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0778_SP_SET: GRANITE POST
 DC0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0778+STABILITY: SURFACE MOTION
 DC0778
 DC0778  HISTORY     - Date     Condition        Report By
 DC0778  HISTORY     - UNK      MONUMENTED       RBNF
 DC0778  HISTORY     - 1955     GOOD             CGS
 DC0778  HISTORY     - 1962     GOOD             RBNF
 DC0778
 DC0778                          STATION DESCRIPTION
 DC0778
 DC0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0778'AT CORONADO.
 DC0778'AT CORONADO, 0.5 MILE NORTHEAST ALONG ORANGE AVENUE FROM THE
 DC0778'BANK OF AMERICA, AT THE INTERSECTION OF 6TH STREET, AT THE
 DC0778'NORTHEAST CORNER OF THE PARK SURROUNDING THE CORONADO LIBRARY,
 DC0778'41.6 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 22.5
 DC0778'FEET NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE, 5 FEET EAST OF
 DC0778'THE EAST SIDE OF A 30-INCH PALM TREE, 3.1 FEET SOUTH OF THE SOUTH
 DC0778'ONE OF TWO IRON PIPES SUPPORTING COROANDO LODGES SIGN, AND SET IN
 DC0778'THE TOP OF A GRANITE POST 0.5 FOOT UNDER GROUND, ACCESS TO WHICH
 DC0778'IS HAD THROUGH A 12-INCH IRON COVER.
 DC0778
 DC0778                          STATION RECOVERY (1962)
 DC0778
 DC0778'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1962
 DC0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0752 ***********************************************************************
 DW0752  DESIGNATION -  D 133
 DW0752  PID         -  DW0752
 DW0752  STATE/COUNTY-  CA/RIVERSIDE
 DW0752  USGS QUAD   -  RIPLEY (1975)
 DW0752
 DW0752                         *CURRENT SURVEY CONTROL
 DW0752  ___________________________________________________________________
 DW0752* NAD 83(1986)-  33 36 32.     (N)    114 44 40.     (W)     SCALED    
 DW0752* NAVD 88     -       120.50   (+/-2cm)     395.3    (feet)  VERTCON   
 DW0752  ___________________________________________________________________
 DW0752  GEOID HEIGHT-         -32.83  (meters)                     GEOID09
 DW0752  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0752
 DW0752.The horizontal coordinates were scaled from a topographic map and have
 DW0752.an estimated accuracy of +/- 6 seconds.
 DW0752.
 DW0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0752
 DW0752.The vertical order pertains to the NGVD 29 superseded value.
 DW0752
 DW0752.The geoid height was determined by GEOID09.
 DW0752
 DW0752;                    North         East    Units  Estimated Accuracy
 DW0752;SPC CA 6     -   660,960.    2,139,720.      MT  (+/- 180 meters Scaled)
 DW0752
 DW0752                          SUPERSEDED SURVEY CONTROL
 DW0752
 DW0752  NGVD 29 (??/??/??)  119.814  (m)          393.09   (f) ADJUSTED    1 2
 DW0752
 DW0752.Superseded values are not recommended for survey control.
 DW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0752.See file dsdata.txt to determine how the superseded data were derived.
 DW0752
 DW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT092210(NAD 83)
 DW0752
 DW0752_MARKER: DB = BENCH MARK DISK
 DW0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0752_STAMPING: D 133 1933 392.942
 DW0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0752+STABILITY: SURFACE MOTION
 DW0752
 DW0752  HISTORY     - Date     Condition        Report By
 DW0752  HISTORY     - 1933     MONUMENTED       CGS
 DW0752  HISTORY     - 1968     POOR             CGS
 DW0752  HISTORY     - 1978     MARK NOT FOUND   USGS
 DW0752
 DW0752                          STATION DESCRIPTION
 DW0752
 DW0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DW0752'8.6 MI W FROM BLYTHE.
 DW0752'ALONG U.S. HIGHWAY 60, 8.6 MILES WEST OF THE POST OFFICE AT
 DW0752'BLYTHE, 0.6 MILE WEST OF THE SOUTHWEST CORNER OF BLYTHE ARMY
 DW0752'AIR FIELD, ABOUT 88.0 FT. SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 DW0752'OF SHRUBBERY AROUND ABANDONED HIGHWAY MAINTENANCE STATION, 44.3
 DW0752'FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 37.0 FEET EAST
 DW0752'NORTHEAST OF A 12-INCH TREE, 1.4 FEET WEST OF REFERENCE POST, SET
 DW0752'IN THE TOP OF A WHITE PAINTED CONCRETE POST PROJECTING 0.8 FOOT
 DW0752'ABOVE THE GROUND.
 DW0752
 DW0752                          STATION RECOVERY (1978)
 DW0752
 DW0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DW0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0844 ***********************************************************************
 JT0844  DESIGNATION -  D 205
 JT0844  PID         -  JT0844
 JT0844  STATE/COUNTY-  CA/SONOMA
 JT0844  USGS QUAD   -  SANTA ROSA (1994)
 JT0844
 JT0844                         *CURRENT SURVEY CONTROL
 JT0844  ___________________________________________________________________
 JT0844* NAD 83(1986)-  38 25 51.     (N)    122 43 30.     (W)     SCALED    
 JT0844* NAVD 88     -        45.01   (+/-2cm)     147.7    (feet)  VERTCON   
 JT0844  ___________________________________________________________________
 JT0844  GEOID HEIGHT-         -31.46  (meters)                     GEOID09
 JT0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0844
 JT0844.The horizontal coordinates were scaled from a topographic map and have
 JT0844.an estimated accuracy of +/- 6 seconds.
 JT0844.
 JT0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0844
 JT0844.The vertical order pertains to the NGVD 29 superseded value.
 JT0844
 JT0844.The geoid height was determined by GEOID09.
 JT0844
 JT0844;                    North         East    Units  Estimated Accuracy
 JT0844;SPC CA 2     -   585,080.    1,936,700.      MT  (+/- 180 meters Scaled)
 JT0844
 JT0844                          SUPERSEDED SURVEY CONTROL
 JT0844
 JT0844  NGVD 29 (??/??/92)   44.158  (m)          144.88   (f) ADJ UNCH    2 0
 JT0844
 JT0844.Superseded values are not recommended for survey control.
 JT0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0844.See file dsdata.txt to determine how the superseded data were derived.
 JT0844
 JT0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH240536(NAD 83)
 JT0844
 JT0844_MARKER: DB = BENCH MARK DISK
 JT0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0844_STAMPING: D 205 1935
 JT0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0844+STABILITY: SURFACE MOTION
 JT0844
 JT0844  HISTORY     - Date     Condition        Report By
 JT0844  HISTORY     - 1935     MONUMENTED       CGS
 JT0844  HISTORY     - 1960     GOOD             CGS
 JT0844  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0844
 JT0844                          STATION DESCRIPTION
 JT0844
 JT0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0844'1.3 MI SW FROM SANTA ROSA.
 JT0844'0.4 MILE SOUTH ALONG SANTA ROSA AVENUE FROM THE SONOMA COUNTY
 JT0844'COURTHOUSE IN SANTA ROSA, THENCE 0.9 MILE WEST ALONG SEBASTOPOL
 JT0844'ROAD, AT THE DUTTON AVENUE INTERSECTION, 45 FEET NORTHEAST OF THE
 JT0844'CENTER OF THE INTERSECTION, 45 FEET SOUTHEAST OF THE SOUTHEAST
 JT0844'CORNER OF THE HOPE HAVEN HOME AT 401 SEBASTOPOL ROAD, 32 FEET NORTH
 JT0844'OF THE CENTERLINE OF SEBASTOPOL ROAD, 30 FEET EAST OF THE EXTENSION
 JT0844'OF THE CENTERLINE OF DUTTON AVENUE, 15 FEET EAST OF THE CENTERLINE
 JT0844'OF A DRIVEWAY, AT THE WEST EDGE OF A PAVED PARKING AREA, A
 JT0844'STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 JT0844'0.1 FOOT.
 JT0844
 JT0844                          STATION RECOVERY (1987)
 JT0844
 JT0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0844'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0169 ***********************************************************************
 DZ0169  DESIGNATION -  D 65
 DZ0169  PID         -  DZ0169
 DZ0169  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0169  USGS QUAD   -  ORCUTT (1978)
 DZ0169
 DZ0169                         *CURRENT SURVEY CONTROL
 DZ0169  ___________________________________________________________________
 DZ0169* NAD 83(1986)-  34 45 58.     (N)    120 25 28.     (W)     SCALED    
 DZ0169* NAVD 88     -        96.69   (+/-2cm)     317.2    (feet)  VERTCON   
 DZ0169  ___________________________________________________________________
 DZ0169  GEOID HEIGHT-         -35.92  (meters)                     GEOID09
 DZ0169  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0169
 DZ0169.The horizontal coordinates were scaled from a topographic map and have
 DZ0169.an estimated accuracy of +/- 6 seconds.
 DZ0169.
 DZ0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0169
 DZ0169.The vertical order pertains to the NGVD 29 superseded value.
 DZ0169
 DZ0169.The geoid height was determined by GEOID09.
 DZ0169
 DZ0169;                    North         East    Units  Estimated Accuracy
 DZ0169;SPC CA 5     -   643,120.    1,778,090.      MT  (+/- 180 meters Scaled)
 DZ0169
 DZ0169                          SUPERSEDED SURVEY CONTROL
 DZ0169
 DZ0169  NGVD 29 (??/??/92)   95.885  (m)          314.58   (f) ADJ UNCH    1 2
 DZ0169
 DZ0169.Superseded values are not recommended for survey control.
 DZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0169.See file dsdata.txt to determine how the superseded data were derived.
 DZ0169
 DZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD357501(NAD 83)
 DZ0169
 DZ0169_MARKER: DB = BENCH MARK DISK
 DZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0169_STAMPING: D 65 1927
 DZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0169+STABILITY: SURFACE MOTION
 DZ0169
 DZ0169  HISTORY     - Date     Condition        Report By
 DZ0169  HISTORY     - 1927     MONUMENTED       CGS
 DZ0169  HISTORY     - 1956     GOOD             CGS
 DZ0169  HISTORY     - 1970     GOOD             DOD
 DZ0169
 DZ0169                          STATION DESCRIPTION
 DZ0169
 DZ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0169'7.4 MI S FROM ORCUTT.
 DZ0169'FROM THE INTERSECTION OF CLARK AVE. AND THE FREEWAY AT THE EAST
 DZ0169'EDGE OF ORCUTT, GO SOUTHERLY ON DIVIDED FOUR LANE HIGHWAY
 DZ0169'(STATE HWY. 135) FOR 7.9 MILES TO A T ROAD RIGHT WHICH LEADS
 DZ0169'TO LOMPOC.  THIS JUNCTION IS 8.9 MILES WEST OF LOS ALAMOS.
 DZ0169'IT IS 85.7 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 19.4
 DZ0169'FEET WEST OF THE CENTER LINE OF THE LOMPOC ROAD, 2.7 FEET WEST
 DZ0169'OF A POWER LINE POLE WITH A GUY WIRE AND 83 FEET SOUTH OF HWY.
 DZ0169'135.  THE MARK IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE
 DZ0169'GROUND.
 DZ0169
 DZ0169                          STATION RECOVERY (1970)
 DZ0169
 DZ0169'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 DZ0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0355 ***********************************************************************
 LV0355  DESIGNATION -  D 735
 LV0355  PID         -  LV0355
 LV0355  STATE/COUNTY-  CA/HUMBOLDT
 LV0355  USGS QUAD   -  EUREKA (1972)
 LV0355
 LV0355                         *CURRENT SURVEY CONTROL
 LV0355  ___________________________________________________________________
 LV0355* NAD 83(2007)-  40 47 46.71408(N)    124 11 48.23649(W)     ADJUSTED  
 LV0355* NAVD 88     -         6.959  (meters)      22.83   (feet)  ADJUSTED  
 LV0355  ___________________________________________________________________
 LV0355  EPOCH DATE  -        2007.00
 LV0355  X           -  -2,717,660.214 (meters)                     COMP
 LV0355  Y           -  -3,999,406.185 (meters)                     COMP
 LV0355  Z           -   4,145,309.585 (meters)                     COMP
 LV0355  LAPLACE CORR-           8.30  (seconds)                    DEFLEC09
 LV0355  ELLIP HEIGHT-         -23.829 (meters)          (02/10/07) ADJUSTED
 LV0355  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV0355  DYNAMIC HT  -           6.956 (meters)      22.82  (feet)  COMP
 LV0355
 LV0355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0355  Type    PID    Designation                      North   East  Ellip
 LV0355  -------------------------------------------------------------------
 LV0355  NETWORK LV0355 D 735                             1.55   1.35   3.35
 LV0355  -------------------------------------------------------------------
 LV0355  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 LV0355
 LV0355  VERT ORDER  -  FIRST     CLASS II
 LV0355
 LV0355.The horizontal coordinates were established by GPS observations
 LV0355.and adjusted by the National Geodetic Survey in February 2007.
 LV0355
 LV0355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0355.See National Readjustment for more information. 
 LV0355
 LV0355.The horizontal coordinates are valid at the epoch date displayed above
 LV0355.which is a decimal equivalence of Year/Month/Day.
 LV0355
 LV0355.The orthometric height was determined by differential leveling and
 LV0355.adjusted in June 1991.
 LV0355
 LV0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0355
 LV0355.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0355
 LV0355.The ellipsoidal height was determined by GPS observations
 LV0355.and is referenced to NAD 83.
 LV0355
 LV0355.The geoid height was determined by GEOID09.
 LV0355
 LV0355.The dynamic height is computed by dividing the NAVD 88
 LV0355.geopotential number by the normal gravity value computed on the
 LV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0355.degrees latitude (g = 980.6199 gals.).
 LV0355
 LV0355.The modeled gravity was interpolated from observed gravity values.
 LV0355
 LV0355;                    North         East     Units Scale Factor Converg.
 LV0355;SPC CA 1     -   664,768.160 1,814,648.613   MT  0.99989486   -1 26 11.1
 LV0355;SPC CA 1     - 2,180,993.54  5,953,559.66   sFT  0.99989486   -1 26 11.1
 LV0355;UTM  10      - 4,516,834.814   399,042.679   MT  0.99972545   -0 46 55.1
 LV0355
 LV0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0355!SPC CA 1     -   1.00000374  x   0.99989486  =   0.99989860
 LV0355!UTM  10      -   1.00000374  x   0.99972545  =   0.99972919
 LV0355
 LV0355                          SUPERSEDED SURVEY CONTROL
 LV0355
 LV0355  NAD 83(1998)-  40 47 46.71226(N)    124 11 48.23619(W) AD(2004.69) B
 LV0355  ELLIP H (09/28/05)  -23.830  (m)                       GP(2004.69) 4 1
 LV0355  NAVD 88 (09/28/05)    7.0    (m)           23.     (f) GPS OBS        
 LV0355  NGVD 29 (12/02/92)    5.936  (m)           19.48   (f) ADJUSTED    1 2
 LV0355
 LV0355.Superseded values are not recommended for survey control.
 LV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0355.See file dsdata.txt to determine how the superseded data were derived.
 LV0355
 LV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9904216834(NAD 83)
 LV0355
 LV0355_MARKER: DB = BENCH MARK DISK
 LV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0355_SP_SET: CONCRETE POST
 LV0355_STAMPING: D 735 1944
 LV0355_MARK LOGO: CGS   
 LV0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0355+STABILITY: SURFACE MOTION
 LV0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0355+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LV0355
 LV0355  HISTORY     - Date     Condition        Report By
 LV0355  HISTORY     - 1944     MONUMENTED       CGS
 LV0355  HISTORY     - 1967     GOOD             CGS
 LV0355  HISTORY     - 19880216 GOOD             NGS
 LV0355  HISTORY     - 20040901 GOOD             CADT
 LV0355
 LV0355                          STATION DESCRIPTION
 LV0355
 LV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0355'9.2 MI SW FROM ARCATA.
 LV0355'9.25 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0355'OF H STREET AT ARCATA, 0.1 MILE NORTH OF THE JUNCTION OF COMET
 LV0355'ROAD EAST, 0.1 MILE SOUTH OF THE JUNCTION OF A PRIVATE ROAD
 LV0355'WEST, ON THE NORTH SLOPE OF A KNOLL, 26 FEET EAST OF THE CENTER
 LV0355'LINE OF THE ROAD, 84 FEET NORTHEAST AND ACROSS THE ROAD FROM
 LV0355'A POWER POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET
 LV0355'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LV0355'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LV0355
 LV0355                          STATION RECOVERY (1988)
 LV0355
 LV0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0355'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.6 KM (8.45
 LV0355'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0355'HIGHWAY 101 IN ARCATA, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG LP
 LV0355'DRIVE, THENCE 1.6 KM (1.00 MI) SOUTHWESTERLY ALONG A PAVED ROAD (OLD
 LV0355'SAMOA ROAD).  NOTE--THE DISK IS RUSTY AND THE STAMPING IS HARD TO
 LV0355'DISCERN.
 LV0355
 LV0355                          STATION RECOVERY (2004)
 LV0355
 LV0355'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0355'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0355'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0355'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0110 ***********************************************************************
 DZ0110  DESIGNATION -  D 740
 DZ0110  PID         -  DZ0110
 DZ0110  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0110  USGS QUAD   -  LOMPOC (1982)
 DZ0110
 DZ0110                         *CURRENT SURVEY CONTROL
 DZ0110  ___________________________________________________________________
 DZ0110* NAD 83(1986)-  34 44 16.     (N)    120 26 18.     (W)     SCALED    
 DZ0110* NAVD 88     -       242.00   (+/-2cm)     794.0    (feet)  VERTCON   
 DZ0110  ___________________________________________________________________
 DZ0110  GEOID HEIGHT-         -35.96  (meters)                     GEOID09
 DZ0110  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0110
 DZ0110.The horizontal coordinates were scaled from a topographic map and have
 DZ0110.an estimated accuracy of +/- 6 seconds.
 DZ0110.
 DZ0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0110
 DZ0110.The vertical order pertains to the NGVD 29 superseded value.
 DZ0110
 DZ0110.The geoid height was determined by GEOID09.
 DZ0110
 DZ0110;                    North         East    Units  Estimated Accuracy
 DZ0110;SPC CA 5     -   640,010.    1,776,740.      MT  (+/- 180 meters Scaled)
 DZ0110
 DZ0110                          SUPERSEDED SURVEY CONTROL
 DZ0110
 DZ0110  NGVD 29 (??/??/92)  241.204  (m)          791.35   (f) ADJ UNCH    1 2
 DZ0110
 DZ0110.Superseded values are not recommended for survey control.
 DZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0110.See file dsdata.txt to determine how the superseded data were derived.
 DZ0110
 DZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD345469(NAD 83)
 DZ0110
 DZ0110_MARKER: DB = BENCH MARK DISK
 DZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0110_STAMPING: D 740 1945
 DZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0110+STABILITY: SURFACE MOTION
 DZ0110
 DZ0110  HISTORY     - Date     Condition        Report By
 DZ0110  HISTORY     - 1945     MONUMENTED       CGS
 DZ0110  HISTORY     - 1956     GOOD             CGS
 DZ0110
 DZ0110                          STATION DESCRIPTION
 DZ0110
 DZ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0110'7.8 MI N FROM LOMPOC.
 DZ0110'7.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0110'AT LOMPOC, 0.6 MILE NORTH OF THE SUMMIT OF A GRADE, AT THE
 DZ0110'SOUTHEAST END OF A U CURVE, AT THE Y JUNCTION OF A DIM TRACK
 DZ0110'ROAD LEADING WEST, 27 FEET SOUTH OF THE CENTER LINE OF THE
 DZ0110'HIGHWAY, 4 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 DZ0110'SOUTHEAST OF A FORKED PINE TREE, 3.8 FEET EAST OF A WIRE GATE,
 DZ0110'1.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 DZ0110'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1244 ***********************************************************************
 DC1244  DESIGNATION -  D 741
 DC1244  PID         -  DC1244
 DC1244  STATE/COUNTY-  CA/SAN DIEGO
 DC1244  USGS QUAD   -  
 DC1244
 DC1244                         *CURRENT SURVEY CONTROL
 DC1244  ___________________________________________________________________
 DC1244* NAD 83(1986)-  32 58 06.     (N)    117 15 22.     (W)     SCALED    
 DC1244* NAVD 88     -         2.527  (meters)       8.29   (feet)  ADJUSTED  
 DC1244  ___________________________________________________________________
 DC1244  GEOID HEIGHT-         -34.83  (meters)                     GEOID09
 DC1244  DYNAMIC HT  -           2.524 (meters)       8.28  (feet)  COMP
 DC1244  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 DC1244
 DC1244  VERT ORDER  -  FIRST     CLASS II
 DC1244
 DC1244.The horizontal coordinates were scaled from a topographic map and have
 DC1244.an estimated accuracy of +/- 6 seconds.
 DC1244.
 DC1244.The orthometric height was determined by differential leveling and
 DC1244.adjusted in June 1991.
 DC1244
 DC1244.The geoid height was determined by GEOID09.
 DC1244
 DC1244.The dynamic height is computed by dividing the NAVD 88
 DC1244.geopotential number by the normal gravity value computed on the
 DC1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1244.degrees latitude (g = 980.6199 gals.).
 DC1244
 DC1244.The modeled gravity was interpolated from observed gravity values.
 DC1244
 DC1244;                    North         East    Units  Estimated Accuracy
 DC1244;SPC CA 6     -   589,360.    1,905,950.      MT  (+/- 180 meters Scaled)
 DC1244
 DC1244                          SUPERSEDED SURVEY CONTROL
 DC1244
 DC1244  NGVD 29 (??/??/??)    1.910  (m)            6.27   (f) ADJUSTED    1 2
 DC1244
 DC1244.Superseded values are not recommended for survey control.
 DC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1244.See file dsdata.txt to determine how the superseded data were derived.
 DC1244
 DC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS760478(NAD 83)
 DC1244
 DC1244_MARKER: DB = BENCH MARK DISK
 DC1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1244_SP_SET: CONCRETE POST
 DC1244_STAMPING: D 741 1945
 DC1244_MARK LOGO: CGS   
 DC1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1244+STABILITY: SURFACE MOTION
 DC1244
 DC1244  HISTORY     - Date     Condition        Report By
 DC1244  HISTORY     - 1945     MONUMENTED       CGS
 DC1244  HISTORY     - 1967     GOOD             USGS
 DC1244  HISTORY     - 1987     GOOD             NGS
 DC1244  HISTORY     - 1990     GOOD             USPSQD
 DC1244
 DC1244                          STATION DESCRIPTION
 DC1244
 DC1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DC1244'AT DEL MAR AIR FACILITY.
 DC1244'DEL MAR POSTOFFICE, 0.5 MI. N. OF ALONG U.S. 101, THENCE RIGHT
 DC1244'ALONG ROAD TO DEL MAR RACETRACK 0.3 MIS., THENCE RIGHT, SE, 0.2
 DC1244'MIS., THENCE LEFT ACROSS BRIDGE TOWARD INTERSTATE 5, 0.2 MIS.,
 DC1244'28 FT. N. OF ROAD, 1 FOOT S OF FENCE AND 2 FT. W. OF FENCE.
 DC1244'A STANDARD DISK, STAMPED D 741 1945.
 DC1244
 DC1244                          STATION RECOVERY (1967)
 DC1244
 DC1244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1244'RECOVERED IN GOOD CONDITION.
 DC1244
 DC1244                          STATION RECOVERY (1987)
 DC1244
 DC1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1244'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 DC1244'MI) NORTH ALONG CAMINO DEL MAR FROM THE INTERSECTION OF DEL MAR
 DC1244'HEIGHTS IN DEL MAR, THENCE 0.7 KM (0.45 MI) NORTHEAST ALONG JIMMY
 DC1244'DURANTE BOULEVARD, THENCE 0.4 KM (0.25 MI) SOUTHEAST ALONG SAN
 DC1244'DIEQUITO DRIVE, THENCE 0.4 KM (0.25 MI) EAST ALONG AN ABANDONED ROAD,
 DC1244'AT THE DEL MAR-SAN DIEGO CITY LIMIT, 8.7 M (28.5 FT) NORTH OF THE
 DC1244'ROAD CENTERLINE, 0.6 M (2.0 FT) WEST OF A FENCE.
 DC1244'THE MARK IS 0.9 M BELOW THE ROAD.
 DC1244
 DC1244                          STATION RECOVERY (1990)
 DC1244
 DC1244'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0194 ***********************************************************************
 LU0194  DESIGNATION -  D 742
 LU0194  PID         -  LU0194
 LU0194  STATE/COUNTY-  CA/SHASTA
 LU0194  USGS QUAD   -  COTTONWOOD (1965)
 LU0194
 LU0194                         *CURRENT SURVEY CONTROL
 LU0194  ___________________________________________________________________
 LU0194* NAD 83(1986)-  40 27 40.     (N)    122 17 43.     (W)     SCALED    
 LU0194* NAVD 88     -       126.977  (meters)     416.59   (feet)  ADJUSTED  
 LU0194  ___________________________________________________________________
 LU0194  GEOID HEIGHT-         -27.95  (meters)                     GEOID09
 LU0194  DYNAMIC HT  -         126.912 (meters)     416.38  (feet)  COMP
 LU0194  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU0194
 LU0194  VERT ORDER  -  FIRST     CLASS II
 LU0194
 LU0194.The horizontal coordinates were scaled from a topographic map and have
 LU0194.an estimated accuracy of +/- 6 seconds.
 LU0194.
 LU0194.The orthometric height was determined by differential leveling and
 LU0194.adjusted in June 1991.
 LU0194
 LU0194.The geoid height was determined by GEOID09.
 LU0194
 LU0194.The dynamic height is computed by dividing the NAVD 88
 LU0194.geopotential number by the normal gravity value computed on the
 LU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0194.degrees latitude (g = 980.6199 gals.).
 LU0194
 LU0194.The modeled gravity was interpolated from observed gravity values.
 LU0194
 LU0194;                    North         East    Units  Estimated Accuracy
 LU0194;SPC CA 1     -   625,270.    1,974,960.      MT  (+/- 180 meters Scaled)
 LU0194
 LU0194                          SUPERSEDED SURVEY CONTROL
 LU0194
 LU0194  NGVD 29 (??/??/92)  126.193  (m)          414.02   (f) ADJ UNCH    1 2
 LU0194
 LU0194.Superseded values are not recommended for survey control.
 LU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0194.See file dsdata.txt to determine how the superseded data were derived.
 LU0194
 LU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597791(NAD 83)
 LU0194
 LU0194_MARKER: DB = BENCH MARK DISK
 LU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0194_STAMPING: D 742 1944
 LU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0194+STABILITY: SURFACE MOTION
 LU0194
 LU0194  HISTORY     - Date     Condition        Report By
 LU0194  HISTORY     - 1944     MONUMENTED       CGS
 LU0194  HISTORY     - 1949     GOOD             CGS
 LU0194
 LU0194                          STATION DESCRIPTION
 LU0194
 LU0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0194'1 MI N FROM ANDERSON.
 LU0194'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 LU0194'THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 0.85 MILE NORTH
 LU0194'ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD LEADING TO REDDING
 LU0194'MUNICIPAL AIRPORT), 261 FEET NORTH OF THE NORTHEAST CORNER OF A
 LU0194'SMALL BRIDGE OVER AN IRRIGATION CANAL, 164 FEET SOUTH-SOUTHEAST
 LU0194'ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A CONCRETE WELL BOX
 LU0194'FOR AN IRRIGATION PUMP, 24.1 FEET EAST OF THE CENTERLINE OF THE
 LU0194'ROAD, 16.5 FEET NORTH OF THE NORTH POST OF A GATE, 8.5 FEET
 LU0194'WEST-SOUTHWEST OF THE WEST FACE OF A 30-INCH WALNUT TREE, 1.2
 LU0194'FEET WEST OF A FENCE, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 LU0194'WITNESS POST.  AN IRON DISK, STAMPED D 742 1944 AND SET IN THE
 LU0194'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1017 ***********************************************************************
 JS1017  DESIGNATION -  D 744
 JS1017  PID         -  JS1017
 JS1017  STATE/COUNTY-  CA/SACRAMENTO
 JS1017  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1017
 JS1017                         *CURRENT SURVEY CONTROL
 JS1017  ___________________________________________________________________
 JS1017* NAD 83(1986)-  38 32 57.2    (N)    121 29 24.7    (W)     HD_HELD2  
 JS1017* NAVD 88     -         7.00   (+/-2cm)      23.0    (feet)  VERTCON   
 JS1017  ___________________________________________________________________
 JS1017  GEOID HEIGHT-         -30.88  (meters)                     GEOID09
 JS1017  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1017
 JS1017.The horizontal coordinates were established by autonomous hand held GPS
 JS1017.observations and have an estimated accuracy of +/- 10 meters.
 JS1017.
 JS1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1017
 JS1017.The vertical order pertains to the NGVD 29 superseded value.
 JS1017
 JS1017.Photographs are available for this station.
 JS1017
 JS1017.The geoid height was determined by GEOID09.
 JS1017
 JS1017;                    North         East    Units  Estimated Accuracy
 JS1017;SPC CA 2     -   598,094.    2,044,439.      MT  (+/- 10 meters HH2 GPS)
 JS1017
 JS1017                          SUPERSEDED SURVEY CONTROL
 JS1017
 JS1017  NGVD 29 (??/??/92)    6.232  (m)           20.45   (f) ADJ UNCH    1 2
 JS1017
 JS1017.Superseded values are not recommended for survey control.
 JS1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1017.See file dsdata.txt to determine how the superseded data were derived.
 JS1017
 JS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3156567835(NAD 83)
 JS1017
 JS1017_MARKER: DB = BENCH MARK DISK
 JS1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1017_SP_SET: BUILDING
 JS1017_STAMPING: D 744 1945
 JS1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS1017+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 JS1017
 JS1017  HISTORY     - Date     Condition        Report By
 JS1017  HISTORY     - 1945     MONUMENTED       CGS
 JS1017  HISTORY     - 1989     GOOD             USPSQD
 JS1017  HISTORY     - 20040106 GOOD             CADWR
 JS1017  HISTORY     - 20040407 GOOD             CADT
 JS1017
 JS1017                          STATION DESCRIPTION
 JS1017
 JS1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1017'AT SACRAMENTO.
 JS1017'AT SACRAMENTO, AT THE C.K. MC CLATCHY SENIOR HIGH SCHOOL, SET IN
 JS1017'THE NORTH FACE OF THE BUILDING, 35.0 FEET WEST OF NORTHEAST
 JS1017'CORNER OF BUILDING, 24.0 FEET EAST OF THE CENTER OF THE NORTH
 JS1017'ENTRANCE (SIDE ENTRANCE TO BUILDING), 1.2 FEET WEST OF WEST EDGE
 JS1017'OF BASEMENT ENTRANCE, 4.6 FEET ABOVE LEVEL OF CONCRETE WALKWAY,
 JS1017'SET VERTICALLY.  A STANDARD DISK, STAMPED D 744 1945.
 JS1017
 JS1017                          STATION RECOVERY (1989)
 JS1017
 JS1017'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC)
 JS1017'RECOVERED IN GOOD CONDITION.
 JS1017
 JS1017                          STATION RECOVERY (2004)
 JS1017
 JS1017'RECOVERY NOTE BY CA DEPT OF WATER RES 2004
 JS1017'RECOVERED IN GOOD CONDITION.
 JS1017
 JS1017                          STATION RECOVERY (2004)
 JS1017
 JS1017'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS1017'POOR HORIZON, NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0093 ***********************************************************************
 HS0093  DESIGNATION -  D 745
 HS0093  PID         -  HS0093
 HS0093  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0093  USGS QUAD   -  STOCKTON WEST (1987)
 HS0093
 HS0093                         *CURRENT SURVEY CONTROL
 HS0093  ___________________________________________________________________
 HS0093* NAD 83(1986)-  37 56 27.     (N)    121 16 25.     (W)     SCALED    
 HS0093* NAVD 88     -         6.959  (meters)      22.83   (feet)  ADJUSTED  
 HS0093  ___________________________________________________________________
 HS0093  GEOID HEIGHT-         -31.88  (meters)                     GEOID09
 HS0093  DYNAMIC HT  -           6.954 (meters)      22.81  (feet)  COMP
 HS0093  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 HS0093
 HS0093  VERT ORDER  -  FIRST     CLASS II
 HS0093
 HS0093.The horizontal coordinates were scaled from a topographic map and have
 HS0093.an estimated accuracy of +/- 6 seconds.
 HS0093.
 HS0093.The orthometric height was determined by differential leveling and
 HS0093.adjusted in June 1991.
 HS0093
 HS0093.The geoid height was determined by GEOID09.
 HS0093
 HS0093.The dynamic height is computed by dividing the NAVD 88
 HS0093.geopotential number by the normal gravity value computed on the
 HS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0093.degrees latitude (g = 980.6199 gals.).
 HS0093
 HS0093.The modeled gravity was interpolated from observed gravity values.
 HS0093
 HS0093;                    North         East    Units  Estimated Accuracy
 HS0093;SPC CA 3     -   660,190.    1,932,000.      MT  (+/- 180 meters Scaled)
 HS0093
 HS0093                          SUPERSEDED SURVEY CONTROL
 HS0093
 HS0093  NGVD 29 (??/??/92)    6.366  (m)           20.89   (f) ADJ UNCH    1 2
 HS0093
 HS0093.Superseded values are not recommended for survey control.
 HS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0093.See file dsdata.txt to determine how the superseded data were derived.
 HS0093
 HS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH516006(NAD 83)
 HS0093
 HS0093_MARKER: DB = BENCH MARK DISK
 HS0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0093_SP_SET: BRIDGE BANNISTER
 HS0093_STAMPING: D 745 1945
 HS0093_MARK LOGO: CGS   
 HS0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0093
 HS0093  HISTORY     - Date     Condition        Report By
 HS0093  HISTORY     - 1945     MONUMENTED       CGS
 HS0093  HISTORY     - 1958     GOOD             CGS
 HS0093  HISTORY     - 1967     GOOD             CGS
 HS0093  HISTORY     - 1987     GOOD             NGS
 HS0093  HISTORY     - 1987     GOOD             NGS
 HS0093  HISTORY     - 20070304 MARK NOT FOUND   JCLS
 HS0093
 HS0093                          STATION DESCRIPTION
 HS0093
 HS0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0093'AT STOCKTON.
 HS0093'AT STOCKTON, 1.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY
 HS0093'RAILROAD FROM THE STATION, AT A BRIDGE OVER CHARTER WAY, IN THE
 HS0093'TOP OF THE CONCRETE BASE OF THE EAST BANISTER, 36.1 FEET EAST OF
 HS0093'THE EAST RAIL OF THE NORTHBOUND TRACK, 5.7 FEET NORTH OF THE
 HS0093'SOUTH END OF THE BANISTER, 20.9 FEET SOUTH OF A JOG IN THE
 HS0093'BANISTER LINE, AND ABOUT MIDWAY BETWEEN THE BANISTER AND THE
 HS0093'WEST EDGE OF THE BASE.
 HS0093
 HS0093                          STATION RECOVERY (1967)
 HS0093
 HS0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0093'RECOVERED IN GOOD CONDITION.
 HS0093
 HS0093                          STATION RECOVERY (1987)
 HS0093
 HS0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0093'RECOVERED IN GOOD CONDITION.
 HS0093
 HS0093                          STATION RECOVERY (1987)
 HS0093
 HS0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0093'RECOVERED IN GOOD CONDITION.
 HS0093
 HS0093                          STATION RECOVERY (2007)
 HS0093
 HS0093'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 HS0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1728 ***********************************************************************
 FU1728  DESIGNATION -  D 747
 FU1728  PID         -  FU1728
 FU1728  STATE/COUNTY-  CA/KERN
 FU1728  USGS QUAD   -  OILDALE (1973)
 FU1728
 FU1728                         *CURRENT SURVEY CONTROL
 FU1728  ___________________________________________________________________
 FU1728* NAD 83(1986)-  35 25 34.     (N)    119 02 29.     (W)     SCALED    
 FU1728* NAVD 88     -       149.16   (+/-2cm)     489.4    (feet)  VERTCON   
 FU1728  ___________________________________________________________________
 FU1728  GEOID HEIGHT-         -33.22  (meters)                     GEOID09
 FU1728  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1728
 FU1728.This mark is at Meadows Field Airport (BFL)
 FU1728
 FU1728.The horizontal coordinates were scaled from a topographic map and have
 FU1728.an estimated accuracy of +/- 6 seconds.
 FU1728.
 FU1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1728
 FU1728.The vertical order pertains to the NGVD 29 superseded value.
 FU1728
 FU1728.The geoid height was determined by GEOID09.
 FU1728
 FU1728;                    North         East    Units  Estimated Accuracy
 FU1728;SPC CA 5     -   714,150.    1,905,430.      MT  (+/- 180 meters Scaled)
 FU1728
 FU1728                          SUPERSEDED SURVEY CONTROL
 FU1728
 FU1728  NGVD 29 (??/??/92)  148.324  (m)          486.63   (f) ADJ UNCH    1 2
 FU1728
 FU1728.Superseded values are not recommended for survey control.
 FU1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1728.See file dsdata.txt to determine how the superseded data were derived.
 FU1728
 FU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV146222(NAD 83)
 FU1728
 FU1728_MARKER: DB = BENCH MARK DISK
 FU1728_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FU1728_SP_SET: FOUNDATION WALL
 FU1728_STAMPING: D 747 1945
 FU1728_MARK LOGO: CGS   
 FU1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1728+STABILITY: SURFACE MOTION
 FU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU1728+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1989
 FU1728
 FU1728  HISTORY     - Date     Condition        Report By
 FU1728  HISTORY     - 1945     MONUMENTED       CGS
 FU1728  HISTORY     - 1968     GOOD             CGS
 FU1728  HISTORY     - 1972     MARK NOT FOUND   NGS
 FU1728  HISTORY     - 19890615 GOOD             NGS
 FU1728
 FU1728                          STATION DESCRIPTION
 FU1728
 FU1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FU1728'AT OILDALE.
 FU1728'AT OILDALE, AT MEADOWS FIELD, ABOUT 0.2 MILE SOUTHEAST OF THE
 FU1728'TERMINAL BUILDING AND CONTROL TOWER, SET VERTICALLY IN THE WEST
 FU1728'WALL OF A LARGE CONCRETE HANGAR, 0.9 FOOT NORTH OF THE SOUTHWEST
 FU1728'CORNER OF THE BUILDING, AND 3.7 FEET ABOVE THE GROUND.
 FU1728
 FU1728                          STATION RECOVERY (1972)
 FU1728
 FU1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU1728'MARK NOT FOUND.
 FU1728
 FU1728                          STATION RECOVERY (1989)
 FU1728
 FU1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1823 ***********************************************************************
 DX1823  DESIGNATION -  D 749
 DX1823  PID         -  DX1823
 DX1823  STATE/COUNTY-  CA/ORANGE
 DX1823  USGS QUAD   -  EL TORO (1982)
 DX1823
 DX1823                         *CURRENT SURVEY CONTROL
 DX1823  ___________________________________________________________________
 DX1823* NAD 83(1986)-  33 39 56.     (N)    117 44 07.     (W)     SCALED    
 DX1823* NAVD 88     -        88.00   (+/-2cm)     288.7    (feet)  VERTCON   
 DX1823  ___________________________________________________________________
 DX1823  GEOID HEIGHT-         -34.35  (meters)                     GEOID09
 DX1823  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1823
 DX1823.The horizontal coordinates were scaled from a topographic map and have
 DX1823.an estimated accuracy of +/- 6 seconds.
 DX1823.
 DX1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1823
 DX1823.The vertical order pertains to the NGVD 29 superseded value.
 DX1823
 DX1823.The geoid height was determined by GEOID09.
 DX1823
 DX1823;                    North         East    Units  Estimated Accuracy
 DX1823;SPC CA 6     -   667,210.    1,862,260.      MT  (+/- 180 meters Scaled)
 DX1823
 DX1823                          SUPERSEDED SURVEY CONTROL
 DX1823
 DX1823  NGVD 29 (??/??/??)   87.277  (m)          286.34   (f) ADJUSTED    1 2
 DX1823
 DX1823.Superseded values are not recommended for survey control.
 DX1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1823.See file dsdata.txt to determine how the superseded data were derived.
 DX1823
 DX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT318253(NAD 83)
 DX1823
 DX1823_MARKER: DB = BENCH MARK DISK
 DX1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1823_SP_SET: HANGER
 DX1823_STAMPING: D 749 1945
 DX1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1823
 DX1823  HISTORY     - Date     Condition        Report By
 DX1823  HISTORY     - 1945     MONUMENTED       CGS
 DX1823
 DX1823                          STATION DESCRIPTION
 DX1823
 DX1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX1823'AT EL TORO MCAS.
 DX1823'AT THE EL TORO MARINE CORPS AIR STATION, SET IN THE NORTHWEST
 DX1823'FACE AT NORTH CORNER OF THE NORTH-MOST HANGAR IN A GROUP OF
 DX1823'2 DOUBLE HANGARS 5.3 FEET SOUTHEAST OF FIRE HYDRANT AT NORTH
 DX1823'CORNER OF BUILDING, 2.6 FEET ABOVE GROUND LEVEL, 2 FEET BELOW
 DX1823'TOP OF FOUNDATION, 0.7 FOOT SOUTHWEST OF THE NORTH CORNER OF
 DX1823'FOUNDATION.  IRON BENCH MARK DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2733 ***********************************************************************
 DX2733  DESIGNATION -  D 750
 DX2733  PID         -  DX2733
 DX2733  STATE/COUNTY-  CA/RIVERSIDE
 DX2733  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2733
 DX2733                         *CURRENT SURVEY CONTROL
 DX2733  ___________________________________________________________________
 DX2733* NAD 83(1986)-  33 54 09.     (N)    117 16 34.     (W)     SCALED    
 DX2733* NAVD 88     -       470.71   (+/-2cm)    1544.3    (feet)  VERTCON   
 DX2733  ___________________________________________________________________
 DX2733  GEOID HEIGHT-         -32.77  (meters)                     GEOID09
 DX2733  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2733
 DX2733.The horizontal coordinates were scaled from a topographic map and have
 DX2733.an estimated accuracy of +/- 6 seconds.
 DX2733.
 DX2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2733
 DX2733.The vertical order pertains to the NGVD 29 superseded value.
 DX2733
 DX2733.The geoid height was determined by GEOID09.
 DX2733
 DX2733;                    North         East    Units  Estimated Accuracy
 DX2733;SPC CA 6     -   692,980.    1,905,100.      MT  (+/- 180 meters Scaled)
 DX2733
 DX2733                          SUPERSEDED SURVEY CONTROL
 DX2733
 DX2733  NGVD 29 (??/??/92)  469.944  (m)         1541.81   (f) ADJ UNCH    1 2
 DX2733
 DX2733.Superseded values are not recommended for survey control.
 DX2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2733.See file dsdata.txt to determine how the superseded data were derived.
 DX2733
 DX2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT744513(NAD 83)
 DX2733
 DX2733_MARKER: DB = BENCH MARK DISK
 DX2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2733_STAMPING: D 750 1945
 DX2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2733+STABILITY: SURFACE MOTION
 DX2733
 DX2733  HISTORY     - Date     Condition        Report By
 DX2733  HISTORY     - 1945     MONUMENTED       CGS
 DX2733  HISTORY     - 1961     GOOD             CGS
 DX2733
 DX2733                          STATION DESCRIPTION
 DX2733
 DX2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DX2733'AT MARCH FIELD.
 DX2733'AT MARCH FIELD, 378 FEET EAST AND ACROSS U.S. HIGHWAY 395 FROM
 DX2733'THE NORTHEAST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE
 DX2733'RAILWAY STATION, 52 FEET SOUTH OF THE CENTER LINE OF AN
 DX2733'ABANDONED ASPHALT ROAD LEADING EAST INTO THE FORMER MAIN GATE
 DX2733'OF MARCH FIELD, 230 FEET EAST OF THE CENTER LINE OF THE EAST
 DX2733'LANES OF THE HIGHWAY, 1.6 FEET WEST OF A FENCE, 1.8 FEET NORTH
 DX2733'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DX2733'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0771 ***********************************************************************
 DB0771  DESIGNATION -  D 751
 DB0771  PID         -  DB0771
 DB0771  STATE/COUNTY-  CA/IMPERIAL
 DB0771  USGS QUAD   -  SEELEY (1979)
 DB0771
 DB0771                         *CURRENT SURVEY CONTROL
 DB0771  ___________________________________________________________________
 DB0771* NAD 83(1986)-  32 49 30.     (N)    115 39 18.     (W)     SCALED    
 DB0771* NAVD 88     -       -13.93   (+/-2cm)     -45.7    (feet)  VERTCON   
 DB0771  ___________________________________________________________________
 DB0771  GEOID HEIGHT-         -34.54  (meters)                     GEOID09
 DB0771  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0771
 DB0771.The horizontal coordinates were scaled from a topographic map and have
 DB0771.an estimated accuracy of +/- 6 seconds.
 DB0771.
 DB0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0771
 DB0771.The vertical order pertains to the NGVD 29 superseded value.
 DB0771
 DB0771.The geoid height was determined by GEOID09.
 DB0771
 DB0771;                    North         East    Units  Estimated Accuracy
 DB0771;SPC CA 6     -   573,170.    2,055,710.      MT  (+/- 180 meters Scaled)
 DB0771
 DB0771                          SUPERSEDED SURVEY CONTROL
 DB0771
 DB0771  NGVD 29 (??/??/??)  -14.647  (m)          -48.05   (f) ADJUSTED    1 2
 DB0771
 DB0771.Superseded values are not recommended for survey control.
 DB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0771.See file dsdata.txt to determine how the superseded data were derived.
 DB0771
 DB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS258326(NAD 83)
 DB0771
 DB0771_MARKER: DB = BENCH MARK DISK
 DB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0771_STAMPING: D 751 1945
 DB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0771+STABILITY: SURFACE MOTION
 DB0771
 DB0771  HISTORY     - Date     Condition        Report By
 DB0771  HISTORY     - 1945     MONUMENTED       CGS
 DB0771
 DB0771                          STATION DESCRIPTION
 DB0771
 DB0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DB0771'AT EL CENTRO.
 DB0771'AT THE EL CENTRO MARINE CORPS AIR STATION, SET ON THE EAST SIDE
 DB0771'OF FIELD AT THE EAST GATE, 21 FEET NORTH OF THE NORTH GATE POST,
 DB0771'2.8 FEET WEST OF THE FENCE, 1.2 FEET SOUTH OF REFERENCE POST.
 DB0771'IRON BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN
 DB0771'THE FIELD AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND,
 DB0771'STAMPED D 751 1945.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0496 ***********************************************************************
 FU0496  DESIGNATION -  D 752 K CO
 FU0496  PID         -  FU0496
 FU0496  STATE/COUNTY-  CA/KERN
 FU0496  USGS QUAD   -  MOJAVE (1992)
 FU0496
 FU0496                         *CURRENT SURVEY CONTROL
 FU0496  ___________________________________________________________________
 FU0496* NAD 83(1986)-  35 03 12.     (N)    118 09 29.     (W)     SCALED    
 FU0496* NAVD 88     -       839.432  (meters)    2754.04   (feet)  ADJUSTED  
 FU0496  ___________________________________________________________________
 FU0496  GEOID HEIGHT-         -31.55  (meters)                     GEOID09
 FU0496  DYNAMIC HT  -         838.472 (meters)    2750.89  (feet)  COMP
 FU0496  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 FU0496
 FU0496  VERT ORDER  -  FIRST     CLASS II
 FU0496
 FU0496.The horizontal coordinates were scaled from a topographic map and have
 FU0496.an estimated accuracy of +/- 6 seconds.
 FU0496.
 FU0496.The orthometric height was determined by differential leveling and
 FU0496.adjusted in June 1991.
 FU0496
 FU0496.The geoid height was determined by GEOID09.
 FU0496
 FU0496.The dynamic height is computed by dividing the NAVD 88
 FU0496.geopotential number by the normal gravity value computed on the
 FU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0496.degrees latitude (g = 980.6199 gals.).
 FU0496
 FU0496.The modeled gravity was interpolated from observed gravity values.
 FU0496
 FU0496;                    North         East    Units  Estimated Accuracy
 FU0496;SPC CA 5     -   672,320.    1,985,580.      MT  (+/- 180 meters Scaled)
 FU0496
 FU0496                          SUPERSEDED SURVEY CONTROL
 FU0496
 FU0496  NGVD 29 (??/??/??)  838.66   (m)         2751.5    (f) RESET       3  
 FU0496
 FU0496.Superseded values are not recommended for survey control.
 FU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0496.See file dsdata.txt to determine how the superseded data were derived.
 FU0496
 FU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU943795(NAD 83)
 FU0496
 FU0496_MARKER: P = PIPE CAP
 FU0496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0496_STAMPING: D 752 S 16 S 9 1/4
 FU0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0496
 FU0496  HISTORY     - Date     Condition        Report By
 FU0496  HISTORY     - UNK      MONUMENTED       CA-029
 FU0496  HISTORY     - 1962     MARK NOT FOUND   CGS
 FU0496
 FU0496                          STATION DESCRIPTION
 FU0496
 FU0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0496'AT MOJAVE.
 FU0496'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, 0.2 MILE SOUTH ALONG
 FU0496'AN ASPHALT ROAD FROM THE CONTROL TOWER, 176 FEET WEST OF THE
 FU0496'CENTER LINE OF THE ROAD, 385 FEET NORTHWEST AND ACROSS THE
 FU0496'ROAD FROM FLAG POLE IN FRONT OF FORMER ADMINISTRATION BUILDING,
 FU0496'75 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD WEST TO A
 FU0496'SMALL BLOCK BUILDING, 168 FEET NORTHEAST OF THE NORTHEAST
 FU0496'CORNER OF THE BUILDING, 25 FEET NORTH OF THE NORTH EDGE OF A
 FU0496'DRAIN DITCH, 2.0 FEET SOUTH OF A WITNESS POST, 2 1/2 FEET
 FU0496'HIGHER THAN THE ROAD, A CAP ON A 2-INCH PIPE SURROUNDED WITH
 FU0496'CONCRETE.  THE PIPE LEANS SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2729 ***********************************************************************
 DX2729  DESIGNATION -  D 753
 DX2729  PID         -  DX2729
 DX2729  STATE/COUNTY-  CA/RIVERSIDE
 DX2729  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2729
 DX2729                         *CURRENT SURVEY CONTROL
 DX2729  ___________________________________________________________________
 DX2729* NAD 83(1986)-  33 53 52.     (N)    117 15 31.     (W)     SCALED    
 DX2729* NAVD 88     -       466.36   (+/-2cm)    1530.0    (feet)  VERTCON   
 DX2729  ___________________________________________________________________
 DX2729  GEOID HEIGHT-         -32.74  (meters)                     GEOID09
 DX2729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2729
 DX2729.The horizontal coordinates were scaled from a topographic map and have
 DX2729.an estimated accuracy of +/- 6 seconds.
 DX2729.
 DX2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2729
 DX2729.The vertical order pertains to the NGVD 29 superseded value.
 DX2729
 DX2729.Photographs are available for this station.
 DX2729
 DX2729.The geoid height was determined by GEOID09.
 DX2729
 DX2729;                    North         East    Units  Estimated Accuracy
 DX2729;SPC CA 6     -   692,440.    1,906,710.      MT  (+/- 180 meters Scaled)
 DX2729
 DX2729                          SUPERSEDED SURVEY CONTROL
 DX2729
 DX2729  NGVD 29 (??/??/??)  465.600  (m)         1527.56   (f) ADJUSTED    2 0
 DX2729
 DX2729.Superseded values are not recommended for survey control.
 DX2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2729.See file dsdata.txt to determine how the superseded data were derived.
 DX2729
 DX2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT760508(NAD 83)
 DX2729
 DX2729_MARKER: DB = BENCH MARK DISK
 DX2729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2729_SP_SET: BUILDING
 DX2729_STAMPING: D 753 1945
 DX2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2729+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DX2729
 DX2729  HISTORY     - Date     Condition        Report By
 DX2729  HISTORY     - 1945     MONUMENTED       CGS
 DX2729  HISTORY     - 20060429 GOOD             GEOCAC
 DX2729  HISTORY     - 20100429 GOOD             GEOCAC
 DX2729
 DX2729                          STATION DESCRIPTION
 DX2729
 DX2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX2729'AT MARCH FIELD.
 DX2729'AT MARCH FIELD, AT THE BASE OPERATIONS BUILDING (BLDG. 470), IN
 DX2729'THE CENTER OF THE SOUTHWEST FACE OF THE WALL SURROUNDING THE BAY
 DX2729'WINDOW WHICH PROJECTS FROM THE CENTER OF THE SOUTHWEST FACE OF
 DX2729'THE BUILDING AND WHICH FORMS PART OF THE AIRCRAFT DISPATCHERS
 DX2729'OFFICE, 2.8 FEET BELOW THE TOP OF THE CENTER OF WINDOW SILL FOR
 DX2729'THE DOUBLE WINDOW, 2.5 FEET ABOVE THE GROUND, SET VERTICALLY.
 DX2729
 DX2729                          STATION RECOVERY (2006)
 DX2729
 DX2729'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2729'RECOVERED AS DESCRIBED, AND ADD 'ALONG THE FLIGHT LINE, AT MARCH AIR
 DX2729'RESERVE BASE (ARB), ADJACENT TO THE CITY OF MORENO VALLEY'.
 DX2729
 DX2729                          STATION RECOVERY (2010)
 DX2729
 DX2729'RECOVERY NOTE BY GEOCACHING 2010 (CT)
 DX2729'PICTURES OF THIS MARK ARE AVAILABLE AT THE GEOCACHING WEBSITE
 DX2729'(WWW.GEOCACHING.COM).  SEARCH THE BENCHMARK SECTION USING THIS MARK'S
 DX2729'PID, AND VIEW LOG ENTRY BY 'COYOTE TRUST'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0073 ***********************************************************************
 HR0073  DESIGNATION -  D 754
 HR0073  PID         -  HR0073
 HR0073  STATE/COUNTY-  CA/INYO
 HR0073  USGS QUAD   -  POLETA CANYON (1994)
 HR0073
 HR0073                         *CURRENT SURVEY CONTROL
 HR0073  ___________________________________________________________________
 HR0073* NAD 83(1986)-  37 22 17.     (N)    118 22 04.     (W)     SCALED    
 HR0073* NAVD 88     -      1253.889  (meters)    4113.80   (feet)  POSTED    
 HR0073  ___________________________________________________________________
 HR0073  GEOID HEIGHT-         -26.22  (meters)                     GEOID09
 HR0073  DYNAMIC HT  -        1252.47  (meters)    4109.1   (feet)  COMP
 HR0073  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 HR0073
 HR0073  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0073
 HR0073.This mark is at Bishop Airport (BIH)
 HR0073
 HR0073.The horizontal coordinates were scaled from a topographic map and have
 HR0073.an estimated accuracy of +/- 6 seconds.
 HR0073.
 HR0073.The orthometric height was determined by differential leveling
 HR0073.and adjusted in October 2003.
 HR0073
 HR0073.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0073.was located on a no-check spur therefore a value was not computed.
 HR0073
 HR0073.No vertical observational check was made to the station.
 HR0073
 HR0073.The geoid height was determined by GEOID09.
 HR0073
 HR0073.The dynamic height is computed by dividing the NAVD 88
 HR0073.geopotential number by the normal gravity value computed on the
 HR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0073.degrees latitude (g = 980.6199 gals.).
 HR0073
 HR0073.The modeled gravity was interpolated from observed gravity values.
 HR0073
 HR0073;                    North         East    Units  Estimated Accuracy
 HR0073;SPC CA 4     -   726,340.    2,056,000.      MT  (+/- 180 meters Scaled)
 HR0073
 HR0073                          SUPERSEDED SURVEY CONTROL
 HR0073
 HR0073  NGVD 29 (??/??/92) 1252.736  (m)         4110.02   (f) ADJ UNCH    1 2
 HR0073
 HR0073.Superseded values are not recommended for survey control.
 HR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0073.See file dsdata.txt to determine how the superseded data were derived.
 HR0073
 HR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788369(NAD 83)
 HR0073
 HR0073_MARKER: DB = BENCH MARK DISK
 HR0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0073_SP_SET: CONCRETE WALL
 HR0073_STAMPING: D 754 1945
 HR0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0073
 HR0073  HISTORY     - Date     Condition        Report By
 HR0073  HISTORY     - 1945     MONUMENTED       CGS
 HR0073  HISTORY     - 1957     GOOD             CGS
 HR0073
 HR0073                          STATION DESCRIPTION
 HR0073
 HR0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0073'2.2 MI NE FROM BISHOP.
 HR0073'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA
 HR0073'AT BISHOP, THENCE 0.7 MILE NORTH ALONG AIRPORT ROAD, AT THE
 HR0073'BISHOP AIRPORT (FORMERLY BISHOP ARMY AIRFIELD), SET VERTICALLY
 HR0073'IN THE NORTHEAST CONCRETE WALL OF A TRANSFORMER VAULT, 40 1/2
 HR0073'FEET NORTHEAST OF THE NORTH LEG OF THE BEACON TOWER, 0.5 FOOT
 HR0073'SOUTHEAST OF THE NORTH CORNER OF THE VAULT, AND ABOUT 2 FEET
 HR0073'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0115 ***********************************************************************
 MW0115  DESIGNATION -  D 93 RESET 1938
 MW0115  PID         -  MW0115
 MW0115  STATE/COUNTY-  CA/MODOC
 MW0115  USGS QUAD   -  ALTURAS (1993)
 MW0115
 MW0115                         *CURRENT SURVEY CONTROL
 MW0115  ___________________________________________________________________
 MW0115* NAD 83(1986)-  41 29 33.     (N)    120 32 33.     (W)     SCALED    
 MW0115* NAVD 88     -      1333.680  (meters)    4375.58   (feet)  ADJUSTED  
 MW0115  ___________________________________________________________________
 MW0115  GEOID HEIGHT-         -22.16  (meters)                     GEOID09
 MW0115  DYNAMIC HT  -        1332.747 (meters)    4372.52  (feet)  COMP
 MW0115  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 MW0115
 MW0115  VERT ORDER  -  FIRST     CLASS II
 MW0115
 MW0115.The horizontal coordinates were scaled from a topographic map and have
 MW0115.an estimated accuracy of +/- 6 seconds.
 MW0115.
 MW0115.The orthometric height was determined by differential leveling and
 MW0115.adjusted in June 1991.
 MW0115
 MW0115.The geoid height was determined by GEOID09.
 MW0115
 MW0115.The dynamic height is computed by dividing the NAVD 88
 MW0115.geopotential number by the normal gravity value computed on the
 MW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0115.degrees latitude (g = 980.6199 gals.).
 MW0115
 MW0115.The modeled gravity was interpolated from observed gravity values.
 MW0115
 MW0115;                    North         East    Units  Estimated Accuracy
 MW0115;SPC CA 1     -   740,770.    2,121,700.      MT  (+/- 180 meters Scaled)
 MW0115
 MW0115                          SUPERSEDED SURVEY CONTROL
 MW0115
 MW0115  NGVD 29 (??/??/??) 1332.567  (m)         4371.93   (f) ADJUSTED    1 2
 MW0115
 MW0115.Superseded values are not recommended for survey control.
 MW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0115.See file dsdata.txt to determine how the superseded data were derived.
 MW0115
 MW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL051963(NAD 83)
 MW0115
 MW0115_MARKER: DB = BENCH MARK DISK
 MW0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0115_SP_SET: BUILDING
 MW0115_STAMPING: D 93 RESET 1938
 MW0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MW0115+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 MW0115
 MW0115  HISTORY     - Date     Condition        Report By
 MW0115  HISTORY     - 1938     MONUMENTED       LOCENG
 MW0115  HISTORY     - 1944     GOOD             CGS
 MW0115  HISTORY     - 20050125 GOOD             NGS
 MW0115  HISTORY     - 20050712 POOR             CADT
 MW0115
 MW0115                          STATION DESCRIPTION
 MW0115
 MW0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MW0115'AT ALTURAS.
 MW0115'AT ALTURAS, MODOC COUNTY, ON MAIN STREET, AT THE HIGH SCHOOL, AT
 MW0115'THE MAIN (WEST) ENTRANCE, AND IN THE CENTER OF THE WEST FACE OF
 MW0115'THE TOP STONE OF THE NORTH PARAPET (THIS STONE IS THE THIRD STONE
 MW0115'ABOVE THE SECOND CONCRETE STEP FROM THE BOTTOM, AND THE FOURTH
 MW0115'STONE WEST OF THE FACE OF THE BUILDING).  A STANDARD DISK, STAMPED
 MW0115'D 93 RESET 1938 AND SET VERTICALLY.  NOTE-- THIS BENCH MARK WAS
 MW0115'ESTABLISHED BY LOCAL ENGINEERS WHEN THE NEW HIGH SCHOOL BUILDING WAS
 MW0115'BUILT IN 1938-39.
 MW0115
 MW0115                          STATION RECOVERY (2005)
 MW0115
 MW0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 MW0115'STATION IS AT NORTH EDGE OF EAST END OF HANDICAP ACCESS RAMP.  GRAVITY
 MW0115'BASE STATION 'ALTURAS' (C 13) WAS ON SIDEWALK BELOW MARK UNTIL RAMP
 MW0115'WAS BUILT.
 MW0115
 MW0115                          STATION RECOVERY (2005)
 MW0115
 MW0115'RECOVERY NOTE BY CALTRANS 2005 (JRL)
 MW0115'MARK DISTURBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0739 ***********************************************************************
 DW0739  DESIGNATION -  E 133 RESET
 DW0739  PID         -  DW0739
 DW0739  STATE/COUNTY-  CA/RIVERSIDE
 DW0739  USGS QUAD   -  RIPLEY (1975)
 DW0739
 DW0739                         *CURRENT SURVEY CONTROL
 DW0739  ___________________________________________________________________
 DW0739* NAD 83(2007)-  33 36 36.04844(N)    114 42 36.31517(W)     ADJUSTED  
 DW0739* NAVD 88     -       119.069  (meters)     390.65   (feet)  ADJUSTED  
 DW0739  ___________________________________________________________________
 DW0739  EPOCH DATE  -        2007.00
 DW0739  X           -  -2,222,815.561 (meters)                     COMP
 DW0739  Y           -  -4,830,507.248 (meters)                     COMP
 DW0739  Z           -   3,510,550.685 (meters)                     COMP
 DW0739  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC09
 DW0739  ELLIP HEIGHT-          86.233 (meters)          (02/10/07) ADJUSTED
 DW0739  GEOID HEIGHT-         -32.84  (meters)                     GEOID09
 DW0739  DYNAMIC HT  -         118.940 (meters)     390.22  (feet)  COMP
 DW0739
 DW0739  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DW0739  Type    PID    Designation                      North   East  Ellip
 DW0739  -------------------------------------------------------------------
 DW0739  NETWORK DW0739 E 133 RESET                       1.25   1.55   3.18
 DW0739  -------------------------------------------------------------------
 DW0739  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DW0739
 DW0739  VERT ORDER  -  FIRST     CLASS II
 DW0739
 DW0739.This mark is at Blythe Airport (BLH)
 DW0739
 DW0739.This is a reference station for the BLYTHE PGGA STA
 DW0739.National Continuously Operating Reference Station (BLYT).
 DW0739
 DW0739.The horizontal coordinates were established by GPS observations
 DW0739.and adjusted by the National Geodetic Survey in February 2007.
 DW0739
 DW0739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DW0739.See National Readjustment for more information. 
 DW0739
 DW0739.The horizontal coordinates are valid at the epoch date displayed above
 DW0739.which is a decimal equivalence of Year/Month/Day.
 DW0739
 DW0739.The orthometric height was determined by differential leveling and
 DW0739.adjusted in June 1991.
 DW0739
 DW0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW0739
 DW0739.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0739
 DW0739.The ellipsoidal height was determined by GPS observations
 DW0739.and is referenced to NAD 83.
 DW0739
 DW0739.The geoid height was determined by GEOID09.
 DW0739
 DW0739.The dynamic height is computed by dividing the NAVD 88
 DW0739.geopotential number by the normal gravity value computed on the
 DW0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0739.degrees latitude (g = 980.6199 gals.).
 DW0739
 DW0739.The modeled gravity was interpolated from observed gravity values.
 DW0739
 DW0739;                    North         East     Units Scale Factor Converg.
 DW0739;SPC CA 6     -   661,127.705 2,142,901.217   MT  0.99996571   +0 50 46.4
 DW0739;SPC CA 6     - 2,169,049.81  7,030,501.74   sFT  0.99996571   +0 50 46.4
 DW0739;UTM  11      - 3,721,267.200   712,452.003   MT  1.00015648   +1 16 04.9
 DW0739
 DW0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0739!SPC CA 6     -   0.99998646  x   0.99996571  =   0.99995217
 DW0739!UTM  11      -   0.99998646  x   1.00015648  =   1.00014294
 DW0739
 DW0739:                Primary Azimuth Mark                     Grid Az
 DW0739:SPC CA 6     -  BLYTHE PGGA STA CORS L1 PHASE CENTER     274 52 05.0
 DW0739:UTM  11      -  BLYTHE PGGA STA CORS L1 PHASE CENTER     274 26 46.5
 DW0739
 DW0739|---------------------------------------------------------------------|
 DW0739| PID    Reference Object                     Distance      Geod. Az  |
 DW0739|                                                           dddmmss.s |
 DW0739| AB7975 BLYTHE PGGA STA CORS L1 PHASE CENTE 443.072 METERS 2754251.4 |
 DW0739|---------------------------------------------------------------------|
 DW0739
 DW0739                          SUPERSEDED SURVEY CONTROL
 DW0739
 DW0739  NAD 83(1992)-  33 36 36.04695(N)    114 42 36.31467(W) AD(1996.35) B
 DW0739  ELLIP H (03/20/98)   86.269  (m)                       GP(1996.35) 1 1
 DW0739  NAVD 88 (03/20/98)  119.07   (m)          390.6    (f) LEVELING    3  
 DW0739  NGVD 29 (??/??/??)  118.399  (m)          388.45   (f) ADJUSTED    1 2
 DW0739
 DW0739.Superseded values are not recommended for survey control.
 DW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0739.See file dsdata.txt to determine how the superseded data were derived.
 DW0739
 DW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT1245221267(NAD 83)
 DW0739
 DW0739_MARKER: DB = BENCH MARK DISK
 DW0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0739_STAMPING: E 133 RESET 1942
 DW0739_MARK LOGO: CGS   
 DW0739_PROJECTION: PROJECTING 10 CENTIMETERS
 DW0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0739+STABILITY: SURFACE MOTION
 DW0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0739+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1997
 DW0739
 DW0739  HISTORY     - Date     Condition        Report By
 DW0739  HISTORY     - 1942     MONUMENTED       CGS
 DW0739  HISTORY     - 1945     GOOD             CGS
 DW0739  HISTORY     - 1966     GOOD             CGS
 DW0739  HISTORY     - 1981     GOOD             NGS
 DW0739  HISTORY     - 19970418 GOOD             NGS
 DW0739
 DW0739                          STATION DESCRIPTION
 DW0739
 DW0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0739'6.6 MI W FROM BLYTHE.
 DW0739'ALONG U.S. HIGHWAY 60, 6.6 MILES WEST OF THE POST OFFICE AT BLYTHE,
 DW0739'AT THE BLYTHE ARMY AIR FIELD, 0.5 MILE EAST OF SERVICE STATION
 DW0739'ON THE SOUTH SIDE OF HIGHWAY, AT GATE NO. 2 TO THE AIRFIELD (THIS
 DW0739'IS THE GATE IN CENTER OF SOUTH BOUNDARY FENCE LINE), 188.6 FEET
 DW0739'WEST OF THE CENTER-LINE OF NORTH-SOUTH PAVED ROAD LEADING FROM THE
 DW0739'GATE TO THE HANGARS, 140.0 FEET NORTH OF CENTER-LINE OF HIGHWAY,
 DW0739'58.4 FEET NORTH OF EAST-WEST PAVED ROAD LEADING ALONG THE SOUTH
 DW0739'EDGE OF AIRFIELD, 30.8 FEET EAST OF NORTHEAST CORNER OF BASE
 DW0739'MOTOR POOL OFFICE BUILDING, SET IN THE TOP OF A WHITE PAINTED
 DW0739'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND SURROUNDED
 DW0739'BY FOUR 6 X 6-INCH REDWOOD GUARD POSTS.  STAMPED E 133 RESET 1942.
 DW0739
 DW0739                          STATION RECOVERY (1966)
 DW0739
 DW0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DW0739'RECOVERED IN GOOD CONDITION.
 DW0739
 DW0739                          STATION RECOVERY (1981)
 DW0739
 DW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0739'13.7 KM (8.5 MI) WEST ALONG HOBSON WAY FROM THE JUNCTION OF U.S.
 DW0739'HIGHWAY 95 IN BLYTHE, 1.6 KM (1.0 MI) EAST OF THE JUNCTION OF MESA
 DW0739'VERDE ROAD, 0.2 KM (0.1 MI) WEST OF THE U.S. BORDER PATROL OFFICE,
 DW0739'42.7 METERS (140 FT) NORTH OF THE CENTERLINE OF HOBSON WAY, 56.8
 DW0739'METERS (186 FT) WEST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH,
 DW0739'31.9 METERS (104 FT) NORTHWEST OF THE FIRST POWER POLE WEST OF THE
 DW0739'PAVED ROAD, 17.7 METERS (58.0 FT) NORTH OF THE CENTERLINE OF AN
 DW0739'ASPHALT ROAD.
 DW0739'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DW0739'THE MARK IS ABOVE LEVEL WITH HOBSON WAY.
 DW0739
 DW0739                          STATION RECOVERY (1997)
 DW0739
 DW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 DW0739'THE MARK WAS RECOVERED AS DESCRIBED, EXCEPT THAT IT IS IN A SQUARE
 DW0739'MONUMENT, NOT ROUND.  THE MARK IS AT GROUND LEVEL AND MAY COVER WITH
 DW0739'WIND BLOWN SAND IN THE FUTURE.  THE WITNESS POST IS STILL PRESENT AND
 DW0739'A PHOTO PANEL WAS IN PLACE OVER THE MARK AT THIS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0129 ***********************************************************************
 HT0129  DESIGNATION -  E 179
 HT0129  PID         -  HT0129
 HT0129  STATE/COUNTY-  CA/CONTRA COSTA
 HT0129  USGS QUAD   -  WALNUT CREEK (1995)
 HT0129
 HT0129                         *CURRENT SURVEY CONTROL
 HT0129  ___________________________________________________________________
 HT0129* NAD 83(1986)-  37 59 14.     (N)    122 04 15.     (W)     SCALED    
 HT0129* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 HT0129  ___________________________________________________________________
 HT0129  GEOID HEIGHT-         -32.10  (meters)                     GEOID09
 HT0129  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0129
 HT0129.The horizontal coordinates were scaled from a topographic map and have
 HT0129.an estimated accuracy of +/- 6 seconds.
 HT0129.
 HT0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0129
 HT0129.The vertical order pertains to the NGVD 29 superseded value.
 HT0129
 HT0129.The geoid height was determined by GEOID09.
 HT0129
 HT0129;                    North         East    Units  Estimated Accuracy
 HT0129;SPC CA 3     -   666,210.    1,862,020.      MT  (+/- 180 meters Scaled)
 HT0129
 HT0129                          SUPERSEDED SURVEY CONTROL
 HT0129
 HT0129  NGVD 29 (??/??/92)    5.364  (m)           17.60   (f) ADJ UNCH    1 1
 HT0129
 HT0129.Superseded values are not recommended for survey control.
 HT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0129.See file dsdata.txt to determine how the superseded data were derived.
 HT0129
 HT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH815048(NAD 83)
 HT0129
 HT0129_MARKER: DB = BENCH MARK DISK
 HT0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0129_STAMPING: E 179 1934 17.484
 HT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0129+STABILITY: SURFACE MOTION
 HT0129
 HT0129  HISTORY     - Date     Condition        Report By
 HT0129  HISTORY     - 1934     MONUMENTED       CGS
 HT0129  HISTORY     - 1969     GOOD             CGS
 HT0129
 HT0129                          STATION DESCRIPTION
 HT0129
 HT0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HT0129'0.3 MI N FROM PACHECO.
 HT0129'0.3 MILE NORTH ALONG PACHECO BOULEVARD FROM THE JUNCTION OF
 HT0129'CENTER STREET AT PACHECO, NEAR THE JUNCTION OF ASPEN DRIVE,
 HT0129'35 FEET SOUTHWEST OF THE CENTER LINE OF THE BOULEVARD, 228 FEET
 HT0129'WEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER GRAYSON
 HT0129'CREEK, 30 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY TO
 HT0129'RESIDENCE AT 5500 PACHECO BOULEVARD, 13.2 FEET SOUTHEAST OF THE
 HT0129'SOUTHEAST EDGE OF A SIDEWALK TO THE RESIDENCE, 1.5 FEET NORTHEAST
 HT0129'OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 HT0129'WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST
 HT0129'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0850 ***********************************************************************
 JT0850  DESIGNATION -  E 205
 JT0850  PID         -  JT0850
 JT0850  STATE/COUNTY-  CA/SONOMA
 JT0850  USGS QUAD   -  SANTA ROSA (1994)
 JT0850
 JT0850                         *CURRENT SURVEY CONTROL
 JT0850  ___________________________________________________________________
 JT0850* NAD 83(1986)-  38 26 49.     (N)    122 41 15.     (W)     SCALED    
 JT0850* NAVD 88     -        62.13   (+/-2cm)     203.8    (feet)  VERTCON   
 JT0850  ___________________________________________________________________
 JT0850  GEOID HEIGHT-         -31.30  (meters)                     GEOID09
 JT0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0850
 JT0850.The horizontal coordinates were scaled from a topographic map and have
 JT0850.an estimated accuracy of +/- 6 seconds.
 JT0850.
 JT0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0850
 JT0850.The vertical order pertains to the NGVD 29 superseded value.
 JT0850
 JT0850.The geoid height was determined by GEOID09.
 JT0850
 JT0850;                    North         East    Units  Estimated Accuracy
 JT0850;SPC CA 2     -   586,840.    1,939,990.      MT  (+/- 180 meters Scaled)
 JT0850
 JT0850                          SUPERSEDED SURVEY CONTROL
 JT0850
 JT0850  NGVD 29 (??/??/92)   61.274  (m)          201.03   (f) ADJ UNCH    2 0
 JT0850
 JT0850.Superseded values are not recommended for survey control.
 JT0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0850.See file dsdata.txt to determine how the superseded data were derived.
 JT0850
 JT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH272554(NAD 83)
 JT0850
 JT0850_MARKER: DB = BENCH MARK DISK
 JT0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0850_STAMPING: E 205 1935
 JT0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0850+STABILITY: SURFACE MOTION
 JT0850
 JT0850  HISTORY     - Date     Condition        Report By
 JT0850  HISTORY     - 1935     MONUMENTED       CGS
 JT0850  HISTORY     - 1944     GOOD             CGS
 JT0850
 JT0850                          STATION DESCRIPTION
 JT0850
 JT0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0850'1.9 MI SE FROM SANTA ROSA.
 JT0850'ALONG STATE HIGHWAY 12 ABOUT 1.9 MILES SOUTHEAST OF THE COURT HOUSE
 JT0850'AT SANTA ROSA, 0.2 MILE SOUTH OF THE CENTER LINE OF THE HIGHWAY
 JT0850'ALONG FARMERS LANE, 29.5 FEET NORTHWEST OF THE CENTER OF THE
 JT0850'INTERSECTION OF FARMERS LANE AND MONTGOMERY DRIVE, 48.5 FEET
 JT0850'EAST OF SOUTHEAST CORNER OF WHITE FRAME HOUSE, 1.5 FEET SOUTH OF
 JT0850'A 6 INCH X 6 INCH WHITE WOODEN POST.  MARK SET IN THE TOP OF A
 JT0850'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  A STANDARD
 JT0850'BRASS DISK STAMPED E 205 1935.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0353 ***********************************************************************
 LV0353  DESIGNATION -  E 735
 LV0353  PID         -  LV0353
 LV0353  STATE/COUNTY-  CA/HUMBOLDT
 LV0353  USGS QUAD   -  EUREKA (1972)
 LV0353
 LV0353                         *CURRENT SURVEY CONTROL
 LV0353  ___________________________________________________________________
 LV0353* NAD 83(1986)-  40 48 44.     (N)    124 11 24.     (W)     SCALED    
 LV0353* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 LV0353  ___________________________________________________________________
 LV0353  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0353
 LV0353.The horizontal coordinates were scaled from a topographic map and have
 LV0353.an estimated accuracy of +/- 6 seconds.
 LV0353.
 LV0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0353
 LV0353.The vertical order pertains to the NGVD 29 superseded value.
 LV0353
 LV0353.The geoid height was determined by GEOID09.
 LV0353
 LV0353;                    North         East    Units  Estimated Accuracy
 LV0353;SPC CA 1     -   666,520.    1,815,260.      MT  (+/- 180 meters Scaled)
 LV0353
 LV0353                          SUPERSEDED SURVEY CONTROL
 LV0353
 LV0353  NGVD 29 (??/??/??)    5.167  (m)           16.95   (f) ADJUSTED    1 2
 LV0353
 LV0353.Superseded values are not recommended for survey control.
 LV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0353.See file dsdata.txt to determine how the superseded data were derived.
 LV0353
 LV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL996185(NAD 83)
 LV0353
 LV0353_MARKER: DB = BENCH MARK DISK
 LV0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0353_STAMPING: E 735 1944
 LV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0353+STABILITY: SURFACE MOTION
 LV0353
 LV0353  HISTORY     - Date     Condition        Report By
 LV0353  HISTORY     - 1944     MONUMENTED       CGS
 LV0353  HISTORY     - 1967     GOOD             CGS
 LV0353  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0353
 LV0353                          STATION DESCRIPTION
 LV0353
 LV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0353'8 MI SW FROM ARCATA.
 LV0353'7.95 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0353'OF H STREET AT ARCATA, AT THE EAST EDGE OF THE PAVEMENT, AT THE
 LV0353'ENTRANCE TO GEORGIA PACIFIC REDWOOD LOG DUMP, 21.0 FEET
 LV0353'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22.9 FEET SOUTH OF
 LV0353'THE SOUTH RAIL OF THE MAIN TRACK OF THE NORTHWESTERN PACIFIC
 LV0353'RAILROAD, 6.8 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK,
 LV0353'ON THE OUTSIDE OF A CURVE, AND SET IN THE TOP OF A CONCRETE
 LV0353'POST FLUSH WITH THE SURFACE OF THE PAVEMENT OF THE ROAD.
 LV0353
 LV0353                          STATION RECOVERY (1988)
 LV0353
 LV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2133 ***********************************************************************
 GU2133  DESIGNATION -  E 739
 GU2133  PID         -  GU2133
 GU2133  STATE/COUNTY-  CA/MONTEREY
 GU2133  USGS QUAD   -  MOSS LANDING (1994)
 GU2133
 GU2133                         *CURRENT SURVEY CONTROL
 GU2133  ___________________________________________________________________
 GU2133* NAD 83(1986)-  36 51 55.     (N)    121 46 21.     (W)     SCALED    
 GU2133* NAVD 88     -        54.11   (+/-2cm)     177.5    (feet)  VERTCON   
 GU2133  ___________________________________________________________________
 GU2133  GEOID HEIGHT-         -33.57  (meters)                     GEOID09
 GU2133  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2133
 GU2133.The horizontal coordinates were scaled from a topographic map and have
 GU2133.an estimated accuracy of +/- 6 seconds.
 GU2133.
 GU2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2133
 GU2133.The vertical order pertains to the NGVD 29 superseded value.
 GU2133
 GU2133.The geoid height was determined by GEOID09.
 GU2133
 GU2133;                    North         East    Units  Estimated Accuracy
 GU2133;SPC CA 4     -   673,560.    1,752,830.      MT  (+/- 180 meters Scaled)
 GU2133
 GU2133                          SUPERSEDED SURVEY CONTROL
 GU2133
 GU2133  NGVD 29 (??/??/92)   53.280  (m)          174.80   (f) ADJ UNCH    1 2
 GU2133
 GU2133.Superseded values are not recommended for survey control.
 GU2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2133.See file dsdata.txt to determine how the superseded data were derived.
 GU2133
 GU2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF094806(NAD 83)
 GU2133
 GU2133_MARKER: DB = BENCH MARK DISK
 GU2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2133_STAMPING: E 739 1945
 GU2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2133+STABILITY: SURFACE MOTION
 GU2133
 GU2133  HISTORY     - Date     Condition        Report By
 GU2133  HISTORY     - 1945     MONUMENTED       CGS
 GU2133  HISTORY     - 1967     GOOD             CGS
 GU2133
 GU2133                          STATION DESCRIPTION
 GU2133
 GU2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 GU2133'2.9 MI SW FROM WATSONVILLE JUNCTION.
 GU2133'2.8 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 1 FROM
 GU2133'WATSONVILLE JUNCTION, THENCE 0.1 MILE WEST ALONG A PAVED ROAD,
 GU2133'AT THE ABANDONED WATSONVILLE NAVAL AUX. AIR STATION, 12.1 FEET
 GU2133'NORTH OF THE SOUTHWEST CORNER OF THE OLD HANGAR AND OPERATIONS
 GU2133'BUILDING, 3 FEET SOUTHWEST OF THE NORTH CORNER OF THE CENTER
 GU2133'WINDOW SILL OF THREE WINDOWS, BETWEEN THE CONCRETE SIDEWALK
 GU2133'AND THE BUILDING, LEVEL WITH THE SIDEWALK, AND SET IN THE TOP
 GU2133'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0111 ***********************************************************************
 DZ0111  DESIGNATION -  E 740
 DZ0111  PID         -  DZ0111
 DZ0111  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0111  USGS QUAD   -  LOMPOC (1982)
 DZ0111
 DZ0111                         *CURRENT SURVEY CONTROL
 DZ0111  ___________________________________________________________________
 DZ0111* NAD 83(1986)-  34 44 55.     (N)    120 26 08.     (W)     SCALED    
 DZ0111* NAVD 88     -       144.71   (+/-2cm)     474.8    (feet)  VERTCON   
 DZ0111  ___________________________________________________________________
 DZ0111  GEOID HEIGHT-         -35.95  (meters)                     GEOID09
 DZ0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0111
 DZ0111.The horizontal coordinates were scaled from a topographic map and have
 DZ0111.an estimated accuracy of +/- 6 seconds.
 DZ0111.
 DZ0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0111
 DZ0111.The vertical order pertains to the NGVD 29 superseded value.
 DZ0111
 DZ0111.The geoid height was determined by GEOID09.
 DZ0111
 DZ0111;                    North         East    Units  Estimated Accuracy
 DZ0111;SPC CA 5     -   641,200.    1,777,020.      MT  (+/- 180 meters Scaled)
 DZ0111
 DZ0111                          SUPERSEDED SURVEY CONTROL
 DZ0111
 DZ0111  NGVD 29 (??/??/92)  143.909  (m)          472.14   (f) ADJ UNCH    1 2
 DZ0111
 DZ0111.Superseded values are not recommended for survey control.
 DZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0111.See file dsdata.txt to determine how the superseded data were derived.
 DZ0111
 DZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD347481(NAD 83)
 DZ0111
 DZ0111_MARKER: DB = BENCH MARK DISK
 DZ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0111_STAMPING: E 740 1945
 DZ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0111+STABILITY: SURFACE MOTION
 DZ0111
 DZ0111  HISTORY     - Date     Condition        Report By
 DZ0111  HISTORY     - 1945     MONUMENTED       CGS
 DZ0111  HISTORY     - 1956     GOOD             CGS
 DZ0111
 DZ0111                          STATION DESCRIPTION
 DZ0111
 DZ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0111'8.8 MI N FROM LOMPOC.
 DZ0111'8.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0111'AT LOMPOC, ABOUT 225 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A
 DZ0111'STEEL WINDMILL, 170 FEET SOUTH OF A POINT WHERE A POWER LINE
 DZ0111'CROSSES THE HIGHWAY, 91 FEET SOUTH OF THE SOUTHEAST END OF
 DZ0111'18-INCH CORRUGATED METAL PIPE CULVERT C-9.00, 24 FEET SOUTHEAST
 DZ0111'OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A WITNESS
 DZ0111'POST, 1.2 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 DZ0111'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DZ0111'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0671 ***********************************************************************
 DC0671  DESIGNATION -  E 741
 DC0671  PID         -  DC0671
 DC0671  STATE/COUNTY-  CA/SAN DIEGO
 DC0671  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0671
 DC0671                         *CURRENT SURVEY CONTROL
 DC0671  ___________________________________________________________________
 DC0671* NAD 83(1986)-  32 34 08.     (N)    117 07 01.     (W)     SCALED    
 DC0671* NAVD 88     -         7.60   (+/-2cm)      24.9    (feet)  VERTCON   
 DC0671  ___________________________________________________________________
 DC0671  GEOID HEIGHT-         -35.31  (meters)                     GEOID09
 DC0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0671
 DC0671.The horizontal coordinates were scaled from a topographic map and have
 DC0671.an estimated accuracy of +/- 6 seconds.
 DC0671.
 DC0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0671
 DC0671.The vertical order pertains to the NGVD 29 superseded value.
 DC0671
 DC0671.The geoid height was determined by GEOID09.
 DC0671
 DC0671;                    North         East    Units  Estimated Accuracy
 DC0671;SPC CA 6     -   544,950.    1,918,590.      MT  (+/- 180 meters Scaled)
 DC0671
 DC0671                          SUPERSEDED SURVEY CONTROL
 DC0671
 DC0671  NGVD 29 (??/??/??)    6.952  (m)           22.81   (f) ADJUSTED    1 2
 DC0671
 DC0671.Superseded values are not recommended for survey control.
 DC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0671.See file dsdata.txt to determine how the superseded data were derived.
 DC0671
 DC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS890035(NAD 83)
 DC0671
 DC0671_MARKER: DB = BENCH MARK DISK
 DC0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0671_STAMPING: E 741 1945
 DC0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0671+STABILITY: SURFACE MOTION
 DC0671
 DC0671  HISTORY     - Date     Condition        Report By
 DC0671  HISTORY     - 1945     MONUMENTED       CGS
 DC0671  HISTORY     - 1955     GOOD             CGS
 DC0671
 DC0671                          STATION DESCRIPTION
 DC0671
 DC0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0671'AT REAM NAAS.
 DC0671'AT REAM NAVAL AUXILIARY AIR STATION, 137 FEET NORTH OF AND
 DC0671'ACROSS TOWER ROAD FROM THE CONTROL TOWER AND OPERATIONS BUILDING,
 DC0671'59 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.0 FEET EAST OF
 DC0671'THE EAST SIDE OF A STEEL LIGHT POLE, 1.7 FEET SOUTH OF A FENCE,
 DC0671'1.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DC0671'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1025 ***********************************************************************
 JS1025  DESIGNATION -  E 744
 JS1025  PID         -  JS1025
 JS1025  STATE/COUNTY-  CA/SACRAMENTO
 JS1025  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1025
 JS1025                         *CURRENT SURVEY CONTROL
 JS1025  ___________________________________________________________________
 JS1025* NAD 83(1986)-  38 31 02.     (N)    121 29 57.     (W)     SCALED    
 JS1025* NAVD 88     -         5.90   (+/-2cm)      19.4    (feet)  VERTCON   
 JS1025  ___________________________________________________________________
 JS1025  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 JS1025  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1025
 JS1025.This mark is at Sacramento Exec Airport (SAC)
 JS1025
 JS1025.The horizontal coordinates were scaled from a topographic map and have
 JS1025.an estimated accuracy of +/- 6 seconds.
 JS1025.
 JS1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1025
 JS1025.The vertical order pertains to the NGVD 29 superseded value.
 JS1025
 JS1025.The geoid height was determined by GEOID09.
 JS1025
 JS1025;                    North         East    Units  Estimated Accuracy
 JS1025;SPC CA 2     -   594,540.    2,043,680.      MT  (+/- 180 meters Scaled)
 JS1025
 JS1025                          SUPERSEDED SURVEY CONTROL
 JS1025
 JS1025  NGVD 29 (??/??/92)    5.134  (m)           16.84   (f) ADJ UNCH    1 2
 JS1025
 JS1025.Superseded values are not recommended for survey control.
 JS1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1025.See file dsdata.txt to determine how the superseded data were derived.
 JS1025
 JS1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH308642(NAD 83)
 JS1025
 JS1025_MARKER: Z = SEE DESCRIPTION
 JS1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1025_STAMPING: E 744 1945
 JS1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1025+STABILITY: SURFACE MOTION
 JS1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1025+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 JS1025
 JS1025  HISTORY     - Date     Condition        Report By
 JS1025  HISTORY     - 1945     MONUMENTED       CGS
 JS1025  HISTORY     - 1969     GOOD             CGS
 JS1025  HISTORY     - 1973     GOOD             NGS
 JS1025  HISTORY     - 1983     GOOD             USGS
 JS1025  HISTORY     - 1989     GOOD             USPSQD
 JS1025  HISTORY     - 20040407 GOOD             CADT
 JS1025  HISTORY     - 20050415 GOOD             CADT
 JS1025
 JS1025                          STATION DESCRIPTION
 JS1025
 JS1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS1025'4.3 MI S FROM SACRAMENTO.
 JS1025'AT THE SACRAMENTO EXECUTIVE AIRPORT, FORMERLY THE SACRAMENTO
 JS1025'MUNICIPAL, AT THE NORTH EXIT ROAD FROM THE AIRPORT, 113.1 FEET
 JS1025'SOUTHWEST OF THE WEST CORNER OF THE PATTERSON AIRCRAFT COMPANY
 JS1025'OFFICES, 72.1 FEET SOUTH OF THE NORTH JUNCTION OF THE CURBS OF THE
 JS1025'AIRPORT EXIT ROAD AND FREEPORT BOULEVARD, 9.4 FEET EAST OF THE
 JS1025'EAST CURB OF FREEPORT BOULEVARD, AND 1.0 FOOT WEST OF THE WEST
 JS1025'END OF A BOX CONCRETE CULVERT, ABOUT 0.5 FOOT ABOUT THE LEVEL
 JS1025'OF THE STREET AND SET IN THE TOP OF AN 8 INCH CONCRETE POST
 JS1025'FLUSH WITH THE GROUND AND STAMPED E 744 1945.
 JS1025
 JS1025                          STATION RECOVERY (1973)
 JS1025
 JS1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JS1025'RECOVERED IN GOOD CONDITION.
 JS1025
 JS1025                          STATION RECOVERY (1983)
 JS1025
 JS1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JS1025'RECOVERED IN GOOD CONDITION.
 JS1025
 JS1025                          STATION RECOVERY (1989)
 JS1025
 JS1025'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC)
 JS1025'RECOVERED IN GOOD CONDITION.
 JS1025
 JS1025                          STATION RECOVERY (2004)
 JS1025
 JS1025'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS1025'RECOVERED IN GOOD CONDITION.
 JS1025
 JS1025                          STATION RECOVERY (2005)
 JS1025
 JS1025'RECOVERY NOTE BY CALTRANS 2005 (IAH)
 JS1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1725 ***********************************************************************
 FU1725  DESIGNATION -  E 747
 FU1725  PID         -  FU1725
 FU1725  STATE/COUNTY-  CA/KERN
 FU1725  USGS QUAD   -  OILDALE (1973)
 FU1725
 FU1725                         *CURRENT SURVEY CONTROL
 FU1725  ___________________________________________________________________
 FU1725* NAD 83(1986)-  35 26 03.     (N)    119 02 19.     (W)     SCALED    
 FU1725* NAVD 88     -       157.59   (+/-2cm)     517.0    (feet)  VERTCON   
 FU1725  ___________________________________________________________________
 FU1725  GEOID HEIGHT-         -33.20  (meters)                     GEOID09
 FU1725  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1725
 FU1725.This mark is at Meadows Field Airport (BFL)
 FU1725
 FU1725.The horizontal coordinates were scaled from a topographic map and have
 FU1725.an estimated accuracy of +/- 6 seconds.
 FU1725.
 FU1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1725
 FU1725.The vertical order pertains to the NGVD 29 superseded value.
 FU1725
 FU1725.The geoid height was determined by GEOID09.
 FU1725
 FU1725;                    North         East    Units  Estimated Accuracy
 FU1725;SPC CA 5     -   715,040.    1,905,690.      MT  (+/- 180 meters Scaled)
 FU1725
 FU1725                          SUPERSEDED SURVEY CONTROL
 FU1725
 FU1725  NGVD 29 (??/??/92)  156.753  (m)          514.28   (f) ADJ UNCH    1 2
 FU1725
 FU1725.Superseded values are not recommended for survey control.
 FU1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1725.See file dsdata.txt to determine how the superseded data were derived.
 FU1725
 FU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV149231(NAD 83)
 FU1725
 FU1725_MARKER: DB = BENCH MARK DISK
 FU1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1725_STAMPING: E 747 1945
 FU1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1725+STABILITY: SURFACE MOTION
 FU1725
 FU1725  HISTORY     - Date     Condition        Report By
 FU1725  HISTORY     - 1945     MONUMENTED       CGS
 FU1725  HISTORY     - 1968     GOOD             CGS
 FU1725  HISTORY     - 1974     GOOD             NGS
 FU1725  HISTORY     - 19890615 MARK NOT FOUND   NGS
 FU1725
 FU1725                          STATION DESCRIPTION
 FU1725
 FU1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FU1725'AT OILDALE.
 FU1725'AT OILDALE, AT MEADOWS FIELD, AT THE NORTH END OF THE FIELD,
 FU1725'ABOUT 0.5 MILE NORTHEAST OF THE TERMINAL AND CONTROL TOWER, 145
 FU1725'FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH TAXI WAY, 83 FEET
 FU1725'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST TAXI WAY, 39 YARDS
 FU1725'SOUTHWEST OF THE SOUTH END OF A STANDARD OIL STEEL STORAGE TANK,
 FU1725'2.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FU1725'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU1725
 FU1725                          STATION RECOVERY (1974)
 FU1725
 FU1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FU1725'RECOVERED IN GOOD CONDITION.
 FU1725
 FU1725                          STATION RECOVERY (1989)
 FU1725
 FU1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU1725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1345 ***********************************************************************
 DY1345  DESIGNATION -  E 748
 DY1345  PID         -  DY1345
 DY1345  STATE/COUNTY-  CA/LOS ANGELES
 DY1345  USGS QUAD   -  VENICE (1981)
 DY1345
 DY1345                         *CURRENT SURVEY CONTROL
 DY1345  ___________________________________________________________________
 DY1345* NAD 83(1986)-  33 57 04.     (N)    118 22 37.     (W)     SCALED    
 DY1345* NAVD 88     -        31.05   (+/-2cm)     101.9    (feet)  VERTCON   
 DY1345  ___________________________________________________________________
 DY1345  GEOID HEIGHT-         -35.91  (meters)                     GEOID09
 DY1345  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1345
 DY1345.The horizontal coordinates were scaled from a topographic map and have
 DY1345.an estimated accuracy of +/- 6 seconds.
 DY1345.
 DY1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1345
 DY1345.The vertical order pertains to the NGVD 29 superseded value.
 DY1345
 DY1345.The geoid height was determined by GEOID09.
 DY1345
 DY1345;                    North         East    Units  Estimated Accuracy
 DY1345;SPC CA 5     -   550,110.    1,965,160.      MT  (+/- 180 meters Scaled)
 DY1345
 DY1345                          SUPERSEDED SURVEY CONTROL
 DY1345
 DY1345  NGVD 29 (??/??/92)   30.301  (m)           99.41   (f) ADJ UNCH    1 2
 DY1345
 DY1345.Superseded values are not recommended for survey control.
 DY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1345.See file dsdata.txt to determine how the superseded data were derived.
 DY1345
 DY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727575(NAD 83)
 DY1345
 DY1345_MARKER: DB = BENCH MARK DISK
 DY1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1345_STAMPING: E 748 1945
 DY1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1345+STABILITY: SURFACE MOTION
 DY1345
 DY1345  HISTORY     - Date     Condition        Report By
 DY1345  HISTORY     - 1945     MONUMENTED       CGS
 DY1345  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1345
 DY1345                          STATION DESCRIPTION
 DY1345
 DY1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY1345'AT LOS ANGELES.
 DY1345'AT LOS ANGELES, ALONG INGLEWOOD-REDONDO ROAD, SET ON THE OUTSIDE
 DY1345'OF A 90-DEGREE CURVE WITH TANGENTS LEADING EAST AND SOUTH, ON
 DY1345'THE CENTER-LINE WITH TANGENT LEADING SOUTH, 52.5 FEET EAST OF
 DY1345'EAST RAIL OF TRACK, 47.5 FEET NORTHWEST OF CENTER-LINE OF STREET,
 DY1345'15 FEET NORTHWEST OF THE GUARD FENCE, 1.7 FEET NORTH OF REFERENCE
 DY1345'POST.  IRON BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 DY1345'ABOUT 0.4 FOOT ABOVE THE GROUND.  STAMPED E 748 1945.
 DY1345
 DY1345                          STATION RECOVERY (1964)
 DY1345
 DY1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1826 ***********************************************************************
 DX1826  DESIGNATION -  E 749
 DX1826  PID         -  DX1826
 DX1826  STATE/COUNTY-  CA/ORANGE
 DX1826  USGS QUAD   -  EL TORO (1982)
 DX1826
 DX1826                         *CURRENT SURVEY CONTROL
 DX1826  ___________________________________________________________________
 DX1826* NAD 83(1986)-  33 40 54.     (N)    117 44 30.     (W)     SCALED    
 DX1826* NAVD 88     -        88.52   (+/-2cm)     290.4    (feet)  VERTCON   
 DX1826  ___________________________________________________________________
 DX1826  GEOID HEIGHT-         -34.35  (meters)                     GEOID09
 DX1826  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1826
 DX1826.The horizontal coordinates were scaled from a topographic map and have
 DX1826.an estimated accuracy of +/- 6 seconds.
 DX1826.
 DX1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1826
 DX1826.The vertical order pertains to the NGVD 29 superseded value.
 DX1826
 DX1826.The geoid height was determined by GEOID09.
 DX1826
 DX1826;                    North         East    Units  Estimated Accuracy
 DX1826;SPC CA 6     -   669,010.    1,861,690.      MT  (+/- 180 meters Scaled)
 DX1826
 DX1826                          SUPERSEDED SURVEY CONTROL
 DX1826
 DX1826  NGVD 29 (??/??/??)   87.804  (m)          288.07   (f) ADJUSTED    1 2
 DX1826
 DX1826.Superseded values are not recommended for survey control.
 DX1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1826.See file dsdata.txt to determine how the superseded data were derived.
 DX1826
 DX1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT312271(NAD 83)
 DX1826
 DX1826_MARKER: P = PIPE CAP
 DX1826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1826_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1826_STAMPING: E 749 1945
 DX1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1826
 DX1826  HISTORY     - Date     Condition        Report By
 DX1826  HISTORY     - 1945     MONUMENTED       CGS
 DX1826  HISTORY     - 1955     GOOD             CGS
 DX1826  HISTORY     - 1968     MARK NOT FOUND   USGS
 DX1826
 DX1826                          STATION DESCRIPTION
 DX1826
 DX1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1826'AT EL TORO MCAS.
 DX1826'AT EL TORO MARINE CORPS AIR STATION, ON TRABUCO ROAD, AT GATE
 DX1826'(MAIN) 1, 22.8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE ROAD,
 DX1826'13.5 FEET SOUTHEAST OF THE SOUTHWEST GATEPOST, 4 FEET WEST OF A
 DX1826'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, 0.5 FOOT UNDERGROUND,
 DX1826'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DX1826'THROUGH A 6-INCH CONCRETE PIPE.  NOTE-- THERE IS NO LONGER A
 DX1826'CURB AS DESCRIBED.  MARK WAS PROBABLY DESTROYED BY GRADING.
 DX1826
 DX1826                          STATION RECOVERY (1968)
 DX1826
 DX1826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DX1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0303 ***********************************************************************
 LV0303  DESIGNATION -  E 75
 LV0303  PID         -  LV0303
 LV0303  STATE/COUNTY-  CA/HUMBOLDT
 LV0303  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0303
 LV0303                         *CURRENT SURVEY CONTROL
 LV0303  ___________________________________________________________________
 LV0303* NAD 83(1986)-  40 52 28.     (N)    124 05 13.     (W)     SCALED    
 LV0303* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 LV0303  ___________________________________________________________________
 LV0303  GEOID HEIGHT-         -30.21  (meters)                     GEOID09
 LV0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0303
 LV0303.The horizontal coordinates were scaled from a topographic map and have
 LV0303.an estimated accuracy of +/- 6 seconds.
 LV0303.
 LV0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0303
 LV0303.The vertical order pertains to the NGVD 29 superseded value.
 LV0303
 LV0303.The geoid height was determined by GEOID09.
 LV0303
 LV0303;                    North         East    Units  Estimated Accuracy
 LV0303;SPC CA 1     -   673,220.    1,824,120.      MT  (+/- 180 meters Scaled)
 LV0303
 LV0303                          SUPERSEDED SURVEY CONTROL
 LV0303
 LV0303  NGVD 29 (??/??/??)   24.843  (m)           81.51   (f) ADJUSTED    1 2
 LV0303
 LV0303.Superseded values are not recommended for survey control.
 LV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0303.See file dsdata.txt to determine how the superseded data were derived.
 LV0303
 LV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL084253(NAD 83)
 LV0303
 LV0303_MARKER: DB = BENCH MARK DISK
 LV0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0303_SP_SET: CONCRETE RAILING
 LV0303_STAMPING: E 75 1931 80932
 LV0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0303
 LV0303  HISTORY     - Date     Condition        Report By
 LV0303  HISTORY     - 1931     MONUMENTED       CGS
 LV0303  HISTORY     - 1967     GOOD             CGS
 LV0303  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0303
 LV0303                          STATION DESCRIPTION
 LV0303
 LV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0303'AT ARCATA.
 LV0303'AT ARCATA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 16TH
 LV0303'AND J STREETS, IN THE TOP OF THE NORTH CONCRETE RAILING FOR
 LV0303'STEPS TO THE EAST ENTRANCE TO HUGH B. STEWART ELEMENTARY
 LV0303'SCHOOL, 40 FEET SOUTH OF THE SOUTH CURB OF 16TH STREET, 5.0 FEET
 LV0303'NORTH OF THE CENTER OF THE STEPS, 1.5 FEET WEST OF THE EAST END
 LV0303'OF THE RAILING, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
 LV0303
 LV0303                          STATION RECOVERY (1988)
 LV0303
 LV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0303'THERE IS A NEW SET OF STEPS AND A WHEEL CHAIR RAMP AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0776 ***********************************************************************
 DC0776  DESIGNATION -  E 750
 DC0776  PID         -  DC0776
 DC0776  STATE/COUNTY-  CA/SAN DIEGO
 DC0776  USGS QUAD   -  POINT LOMA (1994)
 DC0776
 DC0776                         *CURRENT SURVEY CONTROL
 DC0776  ___________________________________________________________________
 DC0776* NAD 83(1986)-  32 40 41.     (N)    117 10 23.     (W)     SCALED    
 DC0776* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 DC0776  ___________________________________________________________________
 DC0776  GEOID HEIGHT-         -35.25  (meters)                     GEOID09
 DC0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0776
 DC0776.The horizontal coordinates were scaled from a topographic map and have
 DC0776.an estimated accuracy of +/- 6 seconds.
 DC0776.
 DC0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0776
 DC0776.The vertical order pertains to the NGVD 29 superseded value.
 DC0776
 DC0776.The geoid height was determined by GEOID09.
 DC0776
 DC0776;                    North         East    Units  Estimated Accuracy
 DC0776;SPC CA 6     -   557,100.    1,913,430.      MT  (+/- 180 meters Scaled)
 DC0776
 DC0776                          SUPERSEDED SURVEY CONTROL
 DC0776
 DC0776  NGVD 29 (??/??/??)    2.433  (m)            7.98   (f) ADJUSTED    1 2
 DC0776
 DC0776.Superseded values are not recommended for survey control.
 DC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0776.See file dsdata.txt to determine how the superseded data were derived.
 DC0776
 DC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS837156(NAD 83)
 DC0776
 DC0776_MARKER: DB = BENCH MARK DISK
 DC0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0776_STAMPING: E 750 1945
 DC0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0776+STABILITY: SURFACE MOTION
 DC0776
 DC0776  HISTORY     - Date     Condition        Report By
 DC0776  HISTORY     - 1945     MONUMENTED       CGS
 DC0776  HISTORY     - 1955     GOOD             CGS
 DC0776  HISTORY     - 1962     GOOD             CGS
 DC0776  HISTORY     - 20070910 MARK NOT FOUND   GEOCAC
 DC0776
 DC0776                          STATION DESCRIPTION
 DC0776
 DC0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0776'0.7 MI SE FROM CORONADO.
 DC0776'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 75 FROM THE BANK OF
 DC0776'AMERICA AT CORONADO, AT THE CALIFORNIA NATIONAL GUARD
 DC0776'HEADQUARTERS, 86.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 DC0776'HIGHWAY, 56.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR
 DC0776'TRACK OF THE SAN DIEGO AND ARIZONA EASTERN RAILWAY, 40 FEET
 DC0776'SOUTHEAST OF TELEPHONE POLE 951, 28 1/2 FEET NORTHEAST OF THE
 DC0776'CENTER LINE OF A SIDE ROAD, 6.3 FEET NORTHEAST OF A WOVEN WIRE
 DC0776'FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 DC0776'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 DC0776'FOOT ABOVE THE GROUND.
 DC0776
 DC0776                          STATION RECOVERY (1962)
 DC0776
 DC0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0776'RECOVERED IN GOOD CONDITION.
 DC0776
 DC0776                          STATION RECOVERY (2007)
 DC0776
 DC0776'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DC0776'MARK NOT FOUND.  SITE NOW UNDER THE CITY OF CORONADO CITY HALL, JUST
 DC0776'ABOUT UNDER THE ENGINEERING DEPARTMENT, WHERE THEIR BENCHMARK RECORDS
 DC0776'ARE KEPT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0767 ***********************************************************************
 DB0767  DESIGNATION -  E 751
 DB0767  PID         -  DB0767
 DB0767  STATE/COUNTY-  CA/IMPERIAL
 DB0767  USGS QUAD   -  SEELEY (1979)
 DB0767
 DB0767                         *CURRENT SURVEY CONTROL
 DB0767  ___________________________________________________________________
 DB0767* NAD 83(1986)-  32 48 39.     (N)    115 40 20.     (W)     SCALED    
 DB0767* NAVD 88     -       -11.49   (+/-2cm)     -37.7    (feet)  VERTCON   
 DB0767  ___________________________________________________________________
 DB0767  GEOID HEIGHT-         -34.51  (meters)                     GEOID09
 DB0767  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0767
 DB0767.The horizontal coordinates were scaled from a topographic map and have
 DB0767.an estimated accuracy of +/- 6 seconds.
 DB0767.
 DB0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0767
 DB0767.The vertical order pertains to the NGVD 29 superseded value.
 DB0767
 DB0767.The geoid height was determined by GEOID09.
 DB0767
 DB0767;                    North         East    Units  Estimated Accuracy
 DB0767;SPC CA 6     -   571,590.    2,054,110.      MT  (+/- 180 meters Scaled)
 DB0767
 DB0767                          SUPERSEDED SURVEY CONTROL
 DB0767
 DB0767  NGVD 29 (??/??/??)  -12.218  (m)          -40.09   (f) ADJUSTED    1 2
 DB0767
 DB0767.Superseded values are not recommended for survey control.
 DB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0767.See file dsdata.txt to determine how the superseded data were derived.
 DB0767
 DB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS243310(NAD 83)
 DB0767
 DB0767_MARKER: DB = BENCH MARK DISK
 DB0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0767_SP_SET: CANAL
 DB0767_STAMPING: E 751 1945
 DB0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0767
 DB0767  HISTORY     - Date     Condition        Report By
 DB0767  HISTORY     - 1945     MONUMENTED       CGS
 DB0767  HISTORY     - 1971     GOOD             NGS
 DB0767
 DB0767                          STATION DESCRIPTION
 DB0767
 DB0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0767'AT EL CENTRO NAF.
 DB0767'AT THE EL CENTRO NAF MAIN GATE, ABOUT 20 FEET SOUTH OF THE
 DB0767'GUARD HOUSE, SET IN THE CENTER OF THE WEST HEADWALL OF ELDER
 DB0767'MAIN IRRIGATION CANAL, 28 FEET WEST OF CENTER-LINE OF ROAD, ABOUT
 DB0767'4 FEET ABOVE ROAD LEVEL, IRON BENCH MARK DISK, STAMPED E 751
 DB0767'1945.  NOTE-- THIS STATION WAS RECOVERED USING THE DESCRIPTION
 DB0767'AS DESCRIBED IN LEVEL LINE NO. 101, LEVELING AT EL CENTRO
 DB0767'MARINE CORPS AIR STATION, CALIFORNIA, QUAD NO. 321154, VERTICAL
 DB0767'CONTROL DATA, APRIL 1938, USC AND GS.  THE DESCRIPTION WAS
 DB0767'AMDENDED TO REFLECT THE NAME CHANGE OF EL CENTRO MARINE CORPS
 DB0767'AIR STATION TO EL CENTRO NAF.  ALSO, THE GUARD HOUSE WAS
 DB0767'MOVED CLOSER TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0066 ***********************************************************************
 HR0066  DESIGNATION -  E 754
 HR0066  PID         -  HR0066
 HR0066  STATE/COUNTY-  CA/INYO
 HR0066  USGS QUAD   -  BISHOP (1994)
 HR0066
 HR0066                         *CURRENT SURVEY CONTROL
 HR0066  ___________________________________________________________________
 HR0066* NAD 83(1986)-  37 21 42.     (N)    118 23 09.     (W)     SCALED    
 HR0066* NAVD 88     -      1259.54   (+/-2cm)    4132.3    (feet)  VERTCON   
 HR0066  ___________________________________________________________________
 HR0066  GEOID HEIGHT-         -26.22  (meters)                     GEOID09
 HR0066  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0066
 HR0066.The horizontal coordinates were scaled from a topographic map and have
 HR0066.an estimated accuracy of +/- 6 seconds.
 HR0066.
 HR0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0066
 HR0066.The vertical order pertains to the NGVD 29 superseded value.
 HR0066
 HR0066.The geoid height was determined by GEOID09.
 HR0066
 HR0066;                    North         East    Units  Estimated Accuracy
 HR0066;SPC CA 4     -   725,250.    2,054,410.      MT  (+/- 180 meters Scaled)
 HR0066
 HR0066                          SUPERSEDED SURVEY CONTROL
 HR0066
 HR0066  NGVD 29 (??/??/92) 1258.382  (m)         4128.54   (f) ADJ UNCH    1 2
 HR0066
 HR0066.Superseded values are not recommended for survey control.
 HR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0066.See file dsdata.txt to determine how the superseded data were derived.
 HR0066
 HR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB772358(NAD 83)
 HR0066
 HR0066_MARKER: Z = SEE DESCRIPTION
 HR0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0066_SP_SET: LEAD PLUG
 HR0066_STAMPING: E 754
 HR0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0066
 HR0066  HISTORY     - Date     Condition        Report By
 HR0066  HISTORY     - UNK      MONUMENTED       RBNF
 HR0066  HISTORY     - 1957     MARK NOT FOUND   CGS
 HR0066  HISTORY     - 1980     MARK NOT FOUND   USGS
 HR0066
 HR0066                          STATION DESCRIPTION
 HR0066
 HR0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0066'0.5 MI E FROM BISHOP.
 HR0066'0.5 MILE EAST ALONG A ROAD FROM THE POST OFFICE AT BISHOP, INYO
 HR0066'COUNTY, 69.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A LOS ANGELES
 HR0066'AQUEDUCT WELL (BUILDING 201), AT A WOODEN BRIDGE OVER AN
 HR0066'IRRIGATION CANAL, IN THE NORTHEAST WING WALL, 11 FEET NORTH OF THE
 HR0066'CENTERLINE OF THE ROAD, AND 2.9 FEET NORTHWEST OF A WHITE
 HR0066'WOODEN WITNESS POST.  4128.625 USC AND GS BM IS STENCILED ON THE
 HR0066'SIDE OF THE WING WALL WITH BLACK PAINT.  A BRONZE PIN SET IN A
 HR0066'1-INCH SQUARE LEAD PLUG EMBEDDED IN THE CONCRETE WING WALL.
 HR0066'NOTE-- THE ORIGIN OF THIS MARK IS UNK    .  E 754 WAS STAMPED ON
 HR0066'THE MARK BY A C AND GS PARTY IN APRIL 1945.
 HR0066
 HR0066                          STATION RECOVERY (1980)
 HR0066
 HR0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 HR0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0089 ***********************************************************************
 HS0089  DESIGNATION -  E 9
 HS0089  PID         -  HS0089
 HS0089  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0089  USGS QUAD   -  STOCKTON WEST (1987)
 HS0089
 HS0089                         *CURRENT SURVEY CONTROL
 HS0089  ___________________________________________________________________
 HS0089* NAD 83(1986)-  37 57 18.     (N)    121 16 38.     (W)     SCALED    
 HS0089* NAVD 88     -         7.03   (+/-2cm)      23.1    (feet)  VERTCON   
 HS0089  ___________________________________________________________________
 HS0089  GEOID HEIGHT-         -31.85  (meters)                     GEOID09
 HS0089  VERT ORDER  -  THIRD (See Below)
 HS0089
 HS0089.The horizontal coordinates were scaled from a topographic map and have
 HS0089.an estimated accuracy of +/- 6 seconds.
 HS0089.
 HS0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0089
 HS0089.The vertical order pertains to the NGVD 29 superseded value.
 HS0089
 HS0089.The geoid height was determined by GEOID09.
 HS0089
 HS0089;                    North         East    Units  Estimated Accuracy
 HS0089;SPC CA 3     -   661,760.    1,931,700.      MT  (+/- 180 meters Scaled)
 HS0089
 HS0089                          SUPERSEDED SURVEY CONTROL
 HS0089
 HS0089  NGVD 29 (??/??/??)    6.42   (m)           21.1    (f) RESET       3  
 HS0089
 HS0089.Superseded values are not recommended for survey control.
 HS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0089.See file dsdata.txt to determine how the superseded data were derived.
 HS0089
 HS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH513022(NAD 83)
 HS0089
 HS0089_MARKER: DJ = TIDAL STATION DISK
 HS0089_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HS0089_SP_SET: FOUNDATION WALL
 HS0089_STAMPING: E 9 1912
 HS0089_MARK LOGO: CGS   
 HS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0089+STABILITY: SURFACE MOTION
 HS0089
 HS0089  HISTORY     - Date     Condition        Report By
 HS0089  HISTORY     - 1912     MONUMENTED       CGS
 HS0089  HISTORY     - 1958     GOOD             CGS
 HS0089  HISTORY     - 1967     GOOD             CGS
 HS0089  HISTORY     - 1987     GOOD             NGS
 HS0089
 HS0089                          STATION DESCRIPTION
 HS0089
 HS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0089'AT STOCKTON.
 HS0089'AT STOCKTON, NEAR THE INTERSECTION OF EAST MAIN AND UNION STREETS,
 HS0089'AT THE WESTERN PACIFIC RAILROAD PASSENGER STATION, SET VERTICALLY
 HS0089'IN THE WEST CONCRETE WALL OF THE SOUTH ADDITION TO THE STATION,
 HS0089'14.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING,
 HS0089'2.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE ADDITION, AND 3.2
 HS0089'FEET ABOVE THE ASPHALT PARKING AREA.
 HS0089
 HS0089                          STATION RECOVERY (1967)
 HS0089
 HS0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0089'RECOVERED IN GOOD CONDITION.
 HS0089
 HS0089                          STATION RECOVERY (1987)
 HS0089
 HS0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0089'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN STOCKTON,
 HS0089'AT 25 NORTH UNION, AT THE STOCKTON POLICE YOUTH ACTIVITIES BUILDING
 HS0089'(THE OLD WESTERN PACIFIC RAILROAD STATION).
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0116 ***********************************************************************
 MW0116  DESIGNATION -  E 93
 MW0116  PID         -  MW0116
 MW0116  STATE/COUNTY-  CA/MODOC
 MW0116  USGS QUAD   -  ALTURAS (1993)
 MW0116
 MW0116                         *CURRENT SURVEY CONTROL
 MW0116  ___________________________________________________________________
 MW0116* NAD 83(1986)-  41 29 23.     (N)    120 32 34.     (W)     SCALED    
 MW0116* NAVD 88     -      1333.141  (meters)    4373.81   (feet)  ADJUSTED  
 MW0116  ___________________________________________________________________
 MW0116  GEOID HEIGHT-         -22.17  (meters)                     GEOID09
 MW0116  DYNAMIC HT  -        1332.209 (meters)    4370.76  (feet)  COMP
 MW0116  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 MW0116
 MW0116  VERT ORDER  -  FIRST     CLASS II
 MW0116
 MW0116.The horizontal coordinates were scaled from a topographic map and have
 MW0116.an estimated accuracy of +/- 6 seconds.
 MW0116.
 MW0116.The orthometric height was determined by differential leveling and
 MW0116.adjusted in June 1991.
 MW0116
 MW0116.The geoid height was determined by GEOID09.
 MW0116
 MW0116.The dynamic height is computed by dividing the NAVD 88
 MW0116.geopotential number by the normal gravity value computed on the
 MW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0116.degrees latitude (g = 980.6199 gals.).
 MW0116
 MW0116.The modeled gravity was interpolated from observed gravity values.
 MW0116
 MW0116;                    North         East    Units  Estimated Accuracy
 MW0116;SPC CA 1     -   740,460.    2,121,680.      MT  (+/- 180 meters Scaled)
 MW0116
 MW0116                          SUPERSEDED SURVEY CONTROL
 MW0116
 MW0116  NGVD 29 (??/??/??) 1332.048  (m)         4370.23   (f) ADJUSTED    1 2
 MW0116
 MW0116.Superseded values are not recommended for survey control.
 MW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0116.See file dsdata.txt to determine how the superseded data were derived.
 MW0116
 MW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL051960(NAD 83)
 MW0116
 MW0116_MARKER: DB = BENCH MARK DISK
 MW0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0116_SP_SET: BUILDING
 MW0116_STAMPING: 4370.247 E 93 1931
 MW0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0116
 MW0116  HISTORY     - Date     Condition        Report By
 MW0116  HISTORY     - 1931     MONUMENTED       CGS
 MW0116  HISTORY     - 1944     GOOD             CGS
 MW0116
 MW0116                          STATION DESCRIPTION
 MW0116
 MW0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MW0116'AT ALTURAS.
 MW0116'AT ALTURAS, MODOC COUNTY, ON MAIN STREET, AT THE STONE BUILDING
 MW0116'(SPANISH-TYPE ARCHITECTURE) WHICH WAS ORIGINALLY THE
 MW0116'ADMINISTRATIVE HEADQUARTERS FOR THE OLD CALIFORNIA NEVADA AND
 MW0116'OREGON NARROW-GAGE RAILROAD, IN THE EAST WALL, 1 FOOT SOUTH OF THE
 MW0116'NORTHEAST CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE GROUND.
 MW0116'A STANDARD DISK, STAMPED 4370.247 E 93 1931 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0781 ***********************************************************************
 DC0781  DESIGNATION -  EAST RM ALAMEDA
 DC0781  PID         -  DC0781
 DC0781  STATE/COUNTY-  CA/SAN DIEGO
 DC0781  USGS QUAD   -  POINT LOMA (1994)
 DC0781
 DC0781                         *CURRENT SURVEY CONTROL
 DC0781  ___________________________________________________________________
 DC0781* NAD 83(1986)-  32 41 58.     (N)    117 10 58.     (W)     SCALED    
 DC0781* NAVD 88     -         4.42   (+/-2cm)      14.5    (feet)  VERTCON   
 DC0781  ___________________________________________________________________
 DC0781  GEOID HEIGHT-         -35.20  (meters)                     GEOID09
 DC0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0781
 DC0781.The horizontal coordinates were scaled from a topographic map and have
 DC0781.an estimated accuracy of +/- 6 seconds.
 DC0781.
 DC0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0781
 DC0781.The vertical order pertains to the NGVD 29 superseded value.
 DC0781
 DC0781.The geoid height was determined by GEOID09.
 DC0781
 DC0781;                    North         East    Units  Estimated Accuracy
 DC0781;SPC CA 6     -   559,480.    1,912,530.      MT  (+/- 180 meters Scaled)
 DC0781
 DC0781                          SUPERSEDED SURVEY CONTROL
 DC0781
 DC0781  NGVD 29 (??/??/??)    3.790  (m)           12.43   (f) ADJUSTED    1 2
 DC0781
 DC0781.Superseded values are not recommended for survey control.
 DC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0781.See file dsdata.txt to determine how the superseded data were derived.
 DC0781
 DC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS828179(NAD 83)
 DC0781
 DC0781_MARKER: DR = REFERENCE MARK DISK
 DC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0781_STAMPING: 9
 DC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0781+STABILITY: SURFACE MOTION
 DC0781
 DC0781  HISTORY     - Date     Condition        Report By
 DC0781  HISTORY     - UNK      MONUMENTED       CGS
 DC0781  HISTORY     - 1955     GOOD             CGS
 DC0781  HISTORY     - 1966     GOOD             CGS
 DC0781
 DC0781                          STATION DESCRIPTION
 DC0781
 DC0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0781'AT CORONADO.
 DC0781'AT CORONADO, 0.9 MILE NORTHEAST ALONG ORANGE AVENUE FROM THE
 DC0781'BANK OF AMERICA, THENCE 0.6 MILE NORTHWEST ALONG 3RD STREET, AT
 DC0781'THE T JUNCTION OF ALAMEDA BOULEVARD, 47.9 FEET NORTHEAST OF THE
 DC0781'NORTHEAST CURB OF THE STREET, 2.7 FEET NORTHEAST OF THE NORTHEAST
 DC0781'EDGE OF THE SIDEWALK LEADING TO RESIDENCE 273, 1.3 FEET SOUTHEAST
 DC0781'OF THE SOUTHEAST CURB OF THE BOULEVARD, ABOUT LEVEL WITH THE
 DC0781'CURB, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DC0781'GROUND.
 DC0781
 DC0781                          STATION RECOVERY (1966)
 DC0781
 DC0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DC0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1097 ***********************************************************************
 KS1097  DESIGNATION -  ES 11
 KS1097  PID         -  KS1097
 KS1097  STATE/COUNTY-  CA/BUTTE
 KS1097  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1097
 KS1097                         *CURRENT SURVEY CONTROL
 KS1097  ___________________________________________________________________
 KS1097* NAD 83(1986)-  39 45 00.     (N)    121 51 18.     (W)     SCALED    
 KS1097* NAVD 88     -        60.595  (meters)     198.80   (feet)  ADJUSTED  
 KS1097  ___________________________________________________________________
 KS1097  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 KS1097  DYNAMIC HT  -          60.565 (meters)     198.70  (feet)  COMP
 KS1097  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KS1097
 KS1097  VERT ORDER  -  FIRST     CLASS II
 KS1097
 KS1097.The horizontal coordinates were scaled from a topographic map and have
 KS1097.an estimated accuracy of +/- 6 seconds.
 KS1097.
 KS1097.The orthometric height was determined by differential leveling and
 KS1097.adjusted in June 1991.
 KS1097
 KS1097.The geoid height was determined by GEOID09.
 KS1097
 KS1097.The dynamic height is computed by dividing the NAVD 88
 KS1097.geopotential number by the normal gravity value computed on the
 KS1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1097.degrees latitude (g = 980.6199 gals.).
 KS1097
 KS1097.The modeled gravity was interpolated from observed gravity values.
 KS1097
 KS1097;                    North         East    Units  Estimated Accuracy
 KS1097;SPC CA 2     -   731,280.    2,012,430.      MT  (+/- 180 meters Scaled)
 KS1097
 KS1097                          SUPERSEDED SURVEY CONTROL
 KS1097
 KS1097  NGVD 29 (??/??/??)   59.885  (m)          196.47   (f) ADJUSTED    1 2
 KS1097
 KS1097.Superseded values are not recommended for survey control.
 KS1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1097.See file dsdata.txt to determine how the superseded data were derived.
 KS1097
 KS1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK980006(NAD 83)
 KS1097
 KS1097_MARKER: DD = SURVEY DISK
 KS1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1097+STABILITY: SURFACE MOTION
 KS1097
 KS1097  HISTORY     - Date     Condition        Report By
 KS1097  HISTORY     - UNK      MONUMENTED       USGS
 KS1097  HISTORY     - 1944     GOOD             CGS
 KS1097  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KS1097  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1097
 KS1097                          STATION DESCRIPTION
 KS1097
 KS1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KS1097'1.7 MI NW FROM CHICO.
 KS1097'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 99 E FROM THE INTERSECTION
 KS1097'OF FOURTH AND MAIN STREETS AT CHICO, BUTTE COUNTY, 132 FEET
 KS1097'WEST-NORTHWEST OF THE WEST CORNER OF THE BRIDGE OVER LINDO CHANNEL,
 KS1097'102 FEET WEST OF THE CENTER OF THE JUNCTION OF THE RICHARDSON
 KS1097'SPRINGS ROAD, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KS1097'22 FEET NORTHWEST OF THE CENTERLINE OF A DIRT DRIVE LEADING TO A
 KS1097'LARGE WHITE HOUSE, 3.4 FEET NORTHEAST OF A WHITE PICKET FENCE
 KS1097'BORDERING A GROVE AND THE LAWN IN FRONT OF THE HOUSE, AND IN LINE
 KS1097'WITH A ROW OF LARGE LOCUST TREES.  A UNITED STATES GEOLOGICAL
 KS1097'SURVEY STANDARD DISK SET IN THE TOP OF A WHITE-PAINTED CONCRETE
 KS1097'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 KS1097
 KS1097                          STATION RECOVERY (1986)
 KS1097
 KS1097'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLB)
 KS1097'MARK NOT FOUND.
 KS1097
 KS1097                          STATION RECOVERY (1988)
 KS1097
 KS1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1101 ***********************************************************************
 KS1101  DESIGNATION -  ES 9
 KS1101  PID         -  KS1101
 KS1101  STATE/COUNTY-  CA/BUTTE
 KS1101  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1101
 KS1101                         *CURRENT SURVEY CONTROL
 KS1101  ___________________________________________________________________
 KS1101* NAD 83(1986)-  39 46 03.     (N)    121 50 37.     (W)     SCALED    
 KS1101* NAVD 88     -        62.730  (meters)     205.81   (feet)  ADJUSTED  
 KS1101  ___________________________________________________________________
 KS1101  GEOID HEIGHT-         -27.50  (meters)                     GEOID09
 KS1101  DYNAMIC HT  -          62.699 (meters)     205.71  (feet)  COMP
 KS1101  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KS1101
 KS1101  VERT ORDER  -  FIRST     CLASS II
 KS1101
 KS1101.The horizontal coordinates were scaled from a topographic map and have
 KS1101.an estimated accuracy of +/- 6 seconds.
 KS1101.
 KS1101.The orthometric height was determined by differential leveling and
 KS1101.adjusted in June 1991.
 KS1101
 KS1101.The geoid height was determined by GEOID09.
 KS1101
 KS1101.The dynamic height is computed by dividing the NAVD 88
 KS1101.geopotential number by the normal gravity value computed on the
 KS1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1101.degrees latitude (g = 980.6199 gals.).
 KS1101
 KS1101.The modeled gravity was interpolated from observed gravity values.
 KS1101
 KS1101;                    North         East    Units  Estimated Accuracy
 KS1101;SPC CA 2     -   733,220.    2,013,400.      MT  (+/- 180 meters Scaled)
 KS1101
 KS1101                          SUPERSEDED SURVEY CONTROL
 KS1101
 KS1101  NGVD 29 (??/??/??)   62.021  (m)          203.48   (f) ADJUSTED    1 2
 KS1101
 KS1101.Superseded values are not recommended for survey control.
 KS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1101.See file dsdata.txt to determine how the superseded data were derived.
 KS1101
 KS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK990025(NAD 83)
 KS1101
 KS1101_MARKER: DD = SURVEY DISK
 KS1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1101_STAMPING: ES 9 202 1941
 KS1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1101+STABILITY: SURFACE MOTION
 KS1101
 KS1101  HISTORY     - Date     Condition        Report By
 KS1101  HISTORY     - 1941     MONUMENTED       USGS
 KS1101  HISTORY     - 1944     GOOD             CGS
 KS1101  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KS1101  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1101
 KS1101                          STATION DESCRIPTION
 KS1101
 KS1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KS1101'3.3 MI N FROM CHICO.
 KS1101'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 99 E FROM THE INTERSECTION
 KS1101'OF FOURTH AND MAIN STREETS AT CHICO, BUTTE COUNTY, THENCE
 KS1101'1.6 MILES EAST AND NORTH ALONG THE RICHARDSON SPRINGS ROAD, 0.4
 KS1101'MILE SOUTH OF THE ANDERSON GROCERY AT THE JUNCTION OF A PAVED
 KS1101'ROAD LEADING SOUTHWEST, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 KS1101'WEST, 24 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 24
 KS1101'FEET WEST OF THE CENTERLINE OF THE RICHARDSON SPRINGS ROAD, 62
 KS1101'FEET WEST OF THE WEST SIDE OF A 40-INCH OAK TREE IN THE FRONT
 KS1101'LAWN OF A ONE-STORY GREEN SHINGLE HOUSE, 3.5 FEET SOUTHWEST OF
 KS1101'THE BASE OF A POST AT A FENCE CORNER, AND 1.2 FEET NORTH OF A
 KS1101'WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 KS1101'STANDARD DISK, STAMPED ES 9 202 1941 AND SET IN THE TOP OF A
 KS1101'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 KS1101
 KS1101                          STATION RECOVERY (1986)
 KS1101
 KS1101'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM)
 KS1101'MARK NOT FOUND.
 KS1101
 KS1101                          STATION RECOVERY (1988)
 KS1101
 KS1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0246 ***********************************************************************
 DW0246  DESIGNATION -  EXTRA
 DW0246  PID         -  DW0246
 DW0246  STATE/COUNTY-  CA/IMPERIAL
 DW0246  USGS QUAD   -  KANE SPRING NE (1992)
 DW0246
 DW0246                         *CURRENT SURVEY CONTROL
 DW0246  ___________________________________________________________________
 DW0246* NAD 83(2007)-  33 10 44.71718(N)    115 51 42.12907(W)     ADJUSTED  
 DW0246* NAVD 88     -       -14.1    (meters)     -46.     (feet)  GPS OBS   
 DW0246  ___________________________________________________________________
 DW0246  EPOCH DATE  -        2007.00
 DW0246  X           -  -2,330,876.505 (meters)                     COMP
 DW0246  Y           -  -4,808,427.747 (meters)                     COMP
 DW0246  Z           -   3,470,572.947 (meters)                     COMP
 DW0246  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC09
 DW0246  ELLIP HEIGHT-         -48.236 (meters)          (02/10/07) ADJUSTED
 DW0246  GEOID HEIGHT-         -34.11  (meters)                     GEOID09
 DW0246
 DW0246  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DW0246  Type    PID    Designation                      North   East  Ellip
 DW0246  -------------------------------------------------------------------
 DW0246  NETWORK DW0246 EXTRA                             0.76   1.63   5.98
 DW0246  -------------------------------------------------------------------
 DW0246
 DW0246.The horizontal coordinates were established by GPS observations
 DW0246.and adjusted by the National Geodetic Survey in February 2007.
 DW0246
 DW0246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DW0246.See National Readjustment for more information. 
 DW0246
 DW0246.The horizontal coordinates are valid at the epoch date displayed above
 DW0246.which is a decimal equivalence of Year/Month/Day.
 DW0246
 DW0246.The orthometric height was determined by GPS observations and a
 DW0246.high-resolution geoid model.
 DW0246
 DW0246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW0246
 DW0246.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0246
 DW0246.The ellipsoidal height was determined by GPS observations
 DW0246.and is referenced to NAD 83.
 DW0246
 DW0246.The geoid height was determined by GEOID09.
 DW0246
 DW0246;                    North         East     Units Scale Factor Converg.
 DW0246;SPC CA 6     -   612,347.328 2,036,212.547   MT  0.99995777   +0 12 48.2
 DW0246;SPC CA 6     - 2,009,009.53  6,680,474.00   sFT  0.99995777   +0 12 48.2
 DW0246;UTM  11      - 3,671,717.902   606,122.486   MT  0.99973885   +0 37 22.8
 DW0246
 DW0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0246!SPC CA 6     -   1.00000757  x   0.99995777  =   0.99996534
 DW0246!UTM  11      -   1.00000757  x   0.99973885  =   0.99974642
 DW0246
 DW0246:                Primary Azimuth Mark                     Grid Az
 DW0246:SPC CA 6     -  SODA                                     269 12 18.7
 DW0246:UTM  11      -  SODA                                     268 47 44.1
 DW0246
 DW0246|---------------------------------------------------------------------|
 DW0246| PID    Reference Object                     Distance      Geod. Az  |
 DW0246|                                                           dddmmss.s |
 DW0246| DW1443 SALTON SEA TEST BASE LODGE ANT      APPROX. 2.6 KM 0560854.6 |
 DW0246| DW1430 SALTON SEA TEST BASE FLAGPOLE       APPROX. 2.9 KM 0570454.6 |
 DW0246| DW1428 SALTON SEA TEST BASE RAD MAST       APPROX. 2.9 KM 0590248.1 |
 DW0246| DW1438 DERRICK DOCK                        APPROX. 3.0 KM 0740732.6 |
 DW0246| DW1425 BUILDING NEAR DOCK EAST END         APPROX. 2.9 KM 0741635.2 |
 DW0246| DW1442 TANK NORTHERN MOST                  APPROX. 2.3 KM 0874535.0 |
 DW0246| DW1432 TANK SOUTHERN MOST                  APPROX. 2.4 KM 0880246.5 |
 DW0246| DW0248 EXTRA RM 2                           26.457 METERS 09155     |
 DW0246| DW1460 SODA                                APPROX. 5.2 KM 2692506.9 |
 DW0246| DW1431 SALTON SEA TEST BASE TANK           APPROX. 3.5 KM 3440207.9 |
 DW0246| DW0247 EXTRA RM 1                           16.400 METERS 35528     |
 DW0246|---------------------------------------------------------------------|
 DW0246
 DW0246                          SUPERSEDED SURVEY CONTROL
 DW0246
 DW0246  NAD 83(1992)-  33 10 44.70766(N)    115 51 42.12071(W) AD(1991.35) 1
 DW0246  ELLIP H (12/02/93)  -48.155  (m)                       GP(1991.35) 4 1
 DW0246  NAD 83(1986)-  33 10 44.71734(N)    115 51 42.12275(W) AD(1984.00) 1
 DW0246  NAD 27      -  33 10 44.56500(N)    115 51 39.12700(W) AD(       ) 1
 DW0246  NGVD 29 (??/??/??)  -14.828  (m)          -48.65   (f) ADJUSTED    1 2
 DW0246
 DW0246.Superseded values are not recommended for survey control.
 DW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0246.See file dsdata.txt to determine how the superseded data were derived.
 DW0246
 DW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS0612271717(NAD 83)
 DW0246
 DW0246_MARKER: DS = TRIANGULATION STATION DISK
 DW0246_SETTING: 80 = SET IN A BOULDER
 DW0246_SP_SET: IN DRILL HOLE IN A BOULDER
 DW0246_STAMPING: EXTRA 1942
 DW0246_MARK LOGO: CGS   
 DW0246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0246+STABILITY: SURFACE MOTION
 DW0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0246+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1993
 DW0246
 DW0246  HISTORY     - Date     Condition        Report By
 DW0246  HISTORY     - 1942     MONUMENTED       CGS
 DW0246  HISTORY     - 1946     SEE DESCRIPTION  CGS
 DW0246  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DW0246  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DW0246  HISTORY     - 1956     GOOD             CGS
 DW0246  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0246  HISTORY     - 1977     GOOD             CADT
 DW0246  HISTORY     - 19900215 GOOD             NGS
 DW0246  HISTORY     - 19910401 GOOD             NGS
 DW0246  HISTORY     - 19930115 GOOD             NGS
 DW0246
 DW0246                          STATION DESCRIPTION
 DW0246
 DW0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (MGR)
 DW0246'STATION IS ON A LOW ROCKY KNOLL ON W SIDE OF SALTON SEA
 DW0246'OVERLOOKING SANDY BEACH.  IT IS 6.4 METERS E OF THE HIGHEST
 DW0246'ROCK ON THIS RIDGE AND IS ABOUT 250 YARDS N OF THE PRESENT
 DW0246'ROAD INTO SANDY BEACH.
 DW0246'
 DW0246'STATION MARK IS A BRONZE DISK CEMENTED IN ROAD WHICH IS FLUSH
 DW0246'WITH SURFACE.
 DW0246'
 DW0246'REFERENCE MARKS ARE BRONZE DISKS CEMENTED IN ROCKS AND PROJECT
 DW0246'ABOUT 1 FOOT ABOVE SURFACE.
 DW0246'
 DW0246'TO REACH FROM WESTMORELAND, FOLLOW U.S. HIGHWAY 99 W AND N,
 DW0246'16.0 MILES TO JUNCTION WITH JULIAN ROAD (U.S. HIGHWAY 78).
 DW0246'THENCE NW ON U.S. HIGHWAY 99 FOR 4.1 MILES TO SANDY BEACH
 DW0246'ROAD TO RIGHT.  FOLLOW SANDY BEACH ROAD 1.45 MILES TO POINT
 DW0246'OPPOSITE STATION WHICH IS LOCATED N OF ROAD.
 DW0246
 DW0246                          STATION RECOVERY (1946)
 DW0246
 DW0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HGC)
 DW0246'STATION IS LOCATED 2 MILES WSW OF NAAS 1/3 MILE W OF TWO GUARD
 DW0246'SHACKS AT THE OLD GATE TO THE NAAS.  (THESE SHACKS HAVE CONCRETE
 DW0246'FLOORS THAT WILL REMAIN IF THE WOOD DISAPPEARS.) IT IS 250
 DW0246'YARDS N OF THE HARD-SURFACED ROAD LEADING TO NAAS, ON THE
 DW0246'ONLY ROCKY MOUND WITHIN 1 MILE.  NEAR SALTON SEA.
 DW0246'
 DW0246'MARK IS CEMENTED IN A LARGE BOULDER 6 METERS ENE OF THE HIGHEST
 DW0246'ROCK ON THE MOUND.  IT IS A BRONZE DISK, STAMPED EXTRA 1942,
 DW0246'AND IS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DW0246'
 DW0246'REFERENCE MARK 1 IS 4-1/2 FEET LOWER THAN THE STATION AND
 DW0246'NEAR THE N EDGE OF THE BARE ROCKS.  MARK IS CEMENTED IN A 5-FOOT
 DW0246'BY 1-FOOT BOULDER EXTENDING 1 FOOT ABOVE THE SURFACE, AND
 DW0246'IS STAMPED EXTRA NO 1.
 DW0246'
 DW0246'REFERENCE MARK 2 IS E OF THE STATION, ABOUT 1-1/2 FEET LOWER,
 DW0246'AND IS CEMENTED IN A BOULDER 2 FEET BY 3-1/2 FEET AND 1 FOOT
 DW0246'ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED EXTRA NO 2.
 DW0246'
 DW0246'TO REACH FROM IMMIGRATION INSPECTION STATION AT INTERSECTION
 DW0246'OF U.S. HIGHWAYS 99 AND 78, GO N ON U.S. HIGHWAY 99 FOR 4.3
 DW0246'MILES TO A HARD-SURFACED ROAD ON THE RIGHT LEADING TO NAAS.
 DW0246'(THIS BASE IS TO BE TURNED OVER TO THE ARMY IN THE NEAR FUTURE,
 DW0246'AND WILL PROBABLY HAVE ITS NAME CHANGED.) FOLLOW THIS ROAD
 DW0246'E FOR 1.7 MILES, THEN TAKE OFF ACROSS THE SAND TO THE N.
 DW0246'THE STATION IS ON THE PROMINENT MOUND ABOUT 250 YARDS TO THE N.
 DW0246'
 DW0246'ALL MARKS WERE FOUND IN GOOD CONDITION.
 DW0246'
 DW0246'NO AZIMUTH MARK WAS ESTABLISHED, AS THERE ARE A NUMBER OF
 DW0246'TRIANGULATION STATIONS NEARBY.
 DW0246
 DW0246                          STATION RECOVERY (1951)
 DW0246
 DW0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (NES)
 DW0246'THE STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED,
 DW0246'IN GOOD CONDITION.  THE DISTANCE TO R.M. 2 SHOULD BE 26.468
 DW0246'METERS INSTEAD OF 26.453 METERS.  MEASUREMENT WAS MADE ON A
 DW0246'CALM DAY AND CHECKED IN THE FIELD.
 DW0246'
 DW0246'THE NAAS MENTIONED IN THE 1946 DESCRIPTION IS NOW THE SALTON
 DW0246'SEA BASE OF THE ATOMIC ENERGY COMMISSION.
 DW0246'
 DW0246'THE TRUCK ROUTE TO THE STATION IS ADEQUATE.
 DW0246
 DW0246                          STATION RECOVERY (1956)
 DW0246
 DW0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EEJ)
 DW0246'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DW0246'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION
 DW0246'IS ADEQUATE.
 DW0246
 DW0246                          STATION RECOVERY (1956)
 DW0246
 DW0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DW0246'1.8 MI SW FROM SALTON SEA BASE.
 DW0246'1.6 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE MAIN GATE TO THE
 DW0246'SALTON SEA BASE, THENCE 0.2 MILE NORTH ACROSS COUNTRY, ON THE
 DW0246'TOP OF A LOW ROCKY KNOLL, IN THE TOP OF AN OUTCROP, 21 FEET EAST
 DW0246'OF THE HIGHEST ROCK ON THE RIDGE, AND FLUSH WITH THE GROUND.
 DW0246
 DW0246                          STATION RECOVERY (1976)
 DW0246
 DW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 DW0246'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 DW0246'FOUND TO BE IN GOOD CONDITION.  THE 1942 DESCRIPTION IS ADEQUATE
 DW0246'TO LOCATE THE STATION.
 DW0246'
 DW0246'THE STATION WAS VISITED BY THE RECONNAISSANCE MAN ONLY AND WAS
 DW0246'NOT OCCUPIED.  NO MEASUREMENTS WERE MADE.
 DW0246'
 DW0246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DW0246'17 MILES NORTHEAST OF WESTMORLAND.
 DW0246
 DW0246                          STATION RECOVERY (1977)
 DW0246
 DW0246'RECOVERY NOTE BY CALTRANS 1977 (ATD)
 DW0246'THE 1946 DESCRIPTION WAS ADEQUATE TO REACH THE STATION.
 DW0246'
 DW0246'ALL MARKS WERE FOUND IN GOOD CONDITION EXACTLY AS DESCRIBED.
 DW0246'
 DW0246'DISTANCES AND DIRECTIONS TO THE RMS CHECKED THE 1946 MEASUREMENTS.
 DW0246
 DW0246                          STATION RECOVERY (1990)
 DW0246
 DW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DW0246'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DW0246'CONDITION.  NO INFORMATION AVAILABLE ON OTHER MARKS, IF ANY.  STATION
 DW0246'IS LOCATED ABOUT 27 KM (16.80 MI) NORTHWEST OF WESTMORLAND, 15 KM
 DW0246'(9.30 MI) SOUTHEAST OF SALTON CITY, BETWEEN STATE HIGHWAY 86 AND THE
 DW0246'SALTON SEA, ON AN ABANDONED NAVY RESERVATION, ON A SHORT, LOW ROCKY
 DW0246'RIDGE ALONG THE SOUTH SIDE OF A DUNE AREA.  OWNERSHIP--US NAVY.
 DW0246'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 78, 86 AND COUNTY ROAD S
 DW0246'30 IN WESTMORLAND, GO WEST AND NORTH ON HIGHWAYS 78 AND 86 FOR 25.9 KM
 DW0246'(16.10 MI) TO THE JUNCTION WITH HIGHWAY 78 ON THE LEFT.  CONTINUE
 DW0246'NORTHWEST ON HIGHWAY 86 FOR 6.54 KM (4.05 MI) TO A PAVED ROAD RIGHT
 DW0246'JUST PAST AN ORCHARD ON THE RIGHT.  TURN RIGHT, EASTERLY, FOR 2.02 KM
 DW0246'(1.25 MI) TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING AN ORCHARD
 DW0246'ENTRANCE ON THE RIGHT.  TURN LEFT, NORTHERLY, ON TRACK ROAD FOR 0.25
 DW0246'KM (0.15 MI) TO A ROAD CURVE RIGHT.  BEAR RIGHT, EAST, ON ROAD FOR
 DW0246'ABOUT 60 M (196.8 FT), THEN CONTINUE STRAIGHT AHEAD, EAST, LEAVING
 DW0246'ROAD, FOR 100 M (328.1 FT) TO TOP OF VERY SLIGHT STONEY RISE,  CROSS
 DW0246'RISE, THEN BEAR LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF RIDGE FOR
 DW0246'0.16 KM (0.10 MI) TO HIGHEST PART OF RIDGE AND STATION ON THE LEFT.
 DW0246'STATION MARK IS SET FLUSH IN A DRILL HOLE IN AN UNEVEN BOULDER AT THE
 DW0246'EAST END OF THE HIGHEST PORTION OF THE RIDGE.  IT IS 6.3 M (20.7 FT)
 DW0246'EAST-NORTHEAST OF A LONE 1.5 M (4.9 FT) HIGH BOULDER, AND 1.1 M
 DW0246'(3.6 FT) WEST-SOUTHWEST OF AN 0.5 M (1.6 FT) HIGH BOULDER.  BOTH
 DW0246'BOULDERS MENTIONED ARE THE HIGHEST IN THEIR RESPECTIVE AREAS.
 DW0246'DESCRIBED BY G.R.HEID.
 DW0246
 DW0246                          STATION RECOVERY (1991)
 DW0246
 DW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DW0246'THE STATION IS LOCATED ABOUT 27 KM (16.8 MI) NORTHWEST OF WESTMORLAND,
 DW0246'15 KM (9.3 MI) SOUTHEAST OF SALTON CITY, BETWEEN STATE HIGHWAY 86 AND
 DW0246'THE SALTON SEA, ON AN ABANDONED NAVY RESERVATION, ON A SHORT, LOW
 DW0246'ROCKY RIDGE ALONG THE SOUTH SIDE OF A DUNE AREA. OWNERSHIP--U.S.
 DW0246'NAVY.
 DW0246'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78, 86 AND
 DW0246'COUNTY ROAD S-30 IN WESTMORLAND, GO WEST AND NORTH ON HIGHWAYS 78 AND
 DW0246'86 FOR 25.9 KM (16.1 MI) TO THE JUNCTION WITH HIGHWAY 78 ON THE LEFT.
 DW0246'CONTINUE NORTHWEST ON HIGHWAY 86 FOR 6.54 KM (4.06 MI) TO A PAVED
 DW0246'ROAD RIGHT JUST PAST AN ORCHARD ON THE RIGHT.  TURN RIGHT, EASTERLY,
 DW0246'FOR 2.02 KM (1.26 MI) TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING
 DW0246'AN ORCHARD ENTRANCE ON THE RIGHT.  TURN LEFT, NORTHERLY, ON TRACK
 DW0246'ROAD FOR 0.25 KM (0.16 MI) TO A ROAD CURVE RIGHT.  BEAR RIGHT, EAST,
 DW0246'ON ROAD FOR ABOUT 60 M (196.8 FT) , THEN CONTINUE STRAIGHT AHEAD,
 DW0246'EAST, LEAVING ROAD, FOR 100 M (328.1 FT) TO TOP OF VERY SLIGHT STONEY
 DW0246'RISE.  CROSS RISE, THEN BEAR LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF
 DW0246'RIDGE FOR 0.16 KM (0.10 MI) TO HIGHEST PART OF RIDGE AND STATION ON
 DW0246'THE LEFT.
 DW0246'THE STATION IS SET FLUSH IN A DRILL HOLE IN AN UNEVEN BOULDER AT THE
 DW0246'EAST END OF THE HIGHEST PORTION OF THE RIDGE.  LOCATED 6.3 M
 DW0246'(20.7 FT) EAST-NORTHEAST OF A LONE 1.5 M (4.9 FT) HIGH BOULDER AND
 DW0246'1.1 M (3.6 FT) WEST-SOUTHWEST OF AN 0.5 M (1.6 FT) HIGH BOULDER.
 DW0246'BOTH BOULDERS MENTIONED ARE THE HIGHEST IN THEIR RESPECTIVE AREAS.
 DW0246
 DW0246                          STATION RECOVERY (1993)
 DW0246
 DW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DW0246'STATION IS LOCATED ABOUT 27 KM (16.8 MI) NORTHWEST OF WESTMORLAND, 15
 DW0246'KM (9.3 MI) SOUTHEAST OF SALTON CITY, BETWEEN STATE HIGHWAY 86 AND
 DW0246'THE SALTON SEA, ON AN ABANDONED NAVY RESERVATION, ON A SHORT, LOW
 DW0246'ROCKY RIDGE ALONG THE SOUTH SIDE OF A DUNE AREA.  OWNERSHIP--U.S.
 DW0246'NAVY.
 DW0246'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 78 WEST, ABOUT
 DW0246'25.4 KM (15.8 MI) NORTHWEST OF WESTMORELAND, GO NORTHWEST ON HIGHWAY
 DW0246'86 FOR 6.54 KM (4.06 MI) TO A PAVED ROAD RIGHT JUST PAST AN ORCHARD
 DW0246'ON THE RIGHT.  TURN RIGHT, EASTERLY, ON PAVED ROAD FOR 2.02 KM
 DW0246'(1.26 MI) TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING AN ORCHARD
 DW0246'ENTRANCE ON THE RIGHT.  TURN LEFT, NORTHERLY, ON TRACK ROAD FOR 0.25
 DW0246'KM (0.16 MI) TO A ROAD CURVE RIGHT.  BEAR RIGHT, EAST, ON ROAD FOR
 DW0246'ABOUT 60 M (196.8 FT) THEN CONTINUE STRAIGHT AHEAD, EAST, LEAVING
 DW0246'ROAD FOR 100 M (328.1 FT) TO TOP OF VERY SLIGHT STONEY RISE.  CROSS
 DW0246'RISE, THEN BEAR LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF RIDGE FOR
 DW0246'0.16 KM (0.10 MI) TO HIGHEST PART OF RIDGE AND STATION ON THE LEFT.
 DW0246'STATION MARK IS SET FLUSH IN A DRILL HOLE IN AN UNEVEN BOULDER AT THE
 DW0246'EAST END OF THE HIGHEST PORTION OF THE RIDGE.  IT IS 6.3 M (20.7 FT)
 DW0246'EAST-NORTHEAST OF A LONE 1.5 METERHIGH BOULDER, AND 1.1 M (3.6 FT)
 DW0246'WEST-SOUTHWEST OF AN 0.5 METERHIGH BOULDER.  BOTH BOULDERS MENTIONED
 DW0246'ARE THE HIGHEST IN THEIR RESPECTIVE AREAS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0247 ***********************************************************************
 DW0247  DESIGNATION -  EXTRA RM 1
 DW0247  PID         -  DW0247
 DW0247  STATE/COUNTY-  CA/IMPERIAL
 DW0247  USGS QUAD   -  KANE SPRING NE (1992)
 DW0247
 DW0247                         *CURRENT SURVEY CONTROL
 DW0247  ___________________________________________________________________
 DW0247* NAD 83(1986)-  33 10 44.     (N)    115 51 42.     (W)     SCALED    
 DW0247* NAVD 88     -       -15.27   (+/-2cm)     -50.1    (feet)  VERTCON   
 DW0247  ___________________________________________________________________
 DW0247  GEOID HEIGHT-         -34.11  (meters)                     GEOID09
 DW0247  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0247
 DW0247.The horizontal coordinates were scaled from a topographic map and have
 DW0247.an estimated accuracy of +/- 6 seconds.
 DW0247.
 DW0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0247
 DW0247.The vertical order pertains to the NGVD 29 superseded value.
 DW0247
 DW0247.The geoid height was determined by GEOID09.
 DW0247
 DW0247;                    North         East    Units  Estimated Accuracy
 DW0247;SPC CA 6     -   612,330.    2,036,220.      MT  (+/- 180 meters Scaled)
 DW0247
 DW0247                          SUPERSEDED SURVEY CONTROL
 DW0247
 DW0247  NGVD 29 (??/??/??)  -15.918  (m)          -52.22   (f) ADJUSTED    1 2
 DW0247
 DW0247.Superseded values are not recommended for survey control.
 DW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0247.See file dsdata.txt to determine how the superseded data were derived.
 DW0247
 DW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS061716(NAD 83)
 DW0247
 DW0247_MARKER: DR = REFERENCE MARK DISK
 DW0247_SETTING: 80 = SET IN A BOULDER
 DW0247_SP_SET: IN DRILL HOLE IN A BOULDER
 DW0247_STAMPING: EXTRA NO 1
 DW0247_MARK LOGO: CGS   
 DW0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0247+STABILITY: SURFACE MOTION
 DW0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0247+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 DW0247
 DW0247  HISTORY     - Date     Condition        Report By
 DW0247  HISTORY     - 1942     MONUMENTED       CGS
 DW0247  HISTORY     - 1956     GOOD             CGS
 DW0247  HISTORY     - 19900215 GOOD             NGS
 DW0247
 DW0247                          STATION DESCRIPTION
 DW0247
 DW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0247'1.8 MI SW FROM SALTON SEA BASE.
 DW0247'1.6 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE MAIN GATE TO THE
 DW0247'SALTON SEA BASE, THENCE 0.2 MILE NORTH ACROSS COUNTRY, ON THE TOP
 DW0247'OF A LOW ROCKY KNOLL, IN THE TOP OF A 2- BY 5-FOOT BOULDER
 DW0247'PROJECTING 1 FOOT ABOVE THE GROUND, 54 FEET NORTH OF EXTRA
 DW0247'TRIANGULATION STATION, AND ABOUT 3 1/2 FEET LOWER THAN THE
 DW0247'STATION.  NOTE-- THE DISK IS SLANTING SLIGHTLY.  THE ROD WAS
 DW0247'HELD OVER THE LETTERS RA IN THE WORD EXTRA.
 DW0247
 DW0247                          STATION RECOVERY (1990)
 DW0247
 DW0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DW0247'MARK IS LOCATED ABOUT 27 KM (16.80 MI) NORTHWEST OF WESTMORELAND, 15
 DW0247'KM (9.30 MI) SOUTHEAST OF SALTON CITY, BETWEEN STATE HIGHWAY 86 AND
 DW0247'THE SALTON SEA, ON AN ABANDONED NAVY RESERVATION, ON A SHORT, LOW
 DW0247'ROCKY RIDGE ALONG THE SOUTH SIDE OF A DUNE AREA.  OWNERSHIP--US NAVY.
 DW0247'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 78, 86 AND COUNTY ROAD S
 DW0247'30 IN WESTMORELAND, GO WEST AND NORTH ON HIGHWAYS 78 AND 86 FOR 25.9
 DW0247'KM (16.10 MI) TO THE JUNCTION WITH HIGHWAY 78 ON THE LEFT.  CONTINUE
 DW0247'NORTHWEST ON HIGHWAY 86 FOR 6.54 KM (4.05 MI) TO A PAVED ROAD RIGHT
 DW0247'JUST PAST AN ORCHARD ON THE RIGHT.  TURN RIGHT, EASTERLY, FOR 2.02 KM
 DW0247'(1.25 MI) TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING AN ORCHARD
 DW0247'ENTRANCE ON THE RIGHT.  TURN LEFT, NORTHERLY, ON TRACK ROAD FOR 0.25
 DW0247'KM (0.15 MI) TO A ROAD CURVE RIGHT.  BEAR RIGHT, EAST, ON ROAD FOR
 DW0247'ABOUT 60 M (196.8 FT), THEN CONTINUE STRAIGHT AHEAD, EAST, LEAVING
 DW0247'ROAD, FOR 100 M (328.1 FT) TO TOP OF VERY SLIGHT STONEY RISE,  CROSS
 DW0247'RISE, THEN BEAR LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF RIDGE FOR
 DW0247'0.16 KM (0.10 MI) TO HIGHEST PART OF RIDGE AND MARK ON THE LEFT.
 DW0247'MARK IS SET FLUSH IN A DRILL HOLE IN A FLAT 20-CM X 50-CM BOULDER THAT
 DW0247'PROJECTS 0.5 M (1.6 FT).  THE DISK DOES NOT HAVE A STAMPING DATE.  IT
 DW0247'IS 16.6 M (54.5 FT) NORTH OF A 1.5 M (4.9 FT) HIGH BOULDER, AND 5 M
 DW0247'(16.4 FT) SOUTH OF THE NORTH SIDE OF THE RIDGE.
 DW0247'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0248 ***********************************************************************
 DW0248  DESIGNATION -  EXTRA RM 2
 DW0248  PID         -  DW0248
 DW0248  STATE/COUNTY-  CA/IMPERIAL
 DW0248  USGS QUAD   -  KANE SPRING NE (1992)
 DW0248
 DW0248                         *CURRENT SURVEY CONTROL
 DW0248  ___________________________________________________________________
 DW0248* NAD 83(1986)-  33 10 44.     (N)    115 51 42.     (W)     SCALED    
 DW0248* NAVD 88     -       -15.42   (+/-2cm)     -50.6    (feet)  VERTCON   
 DW0248  ___________________________________________________________________
 DW0248  GEOID HEIGHT-         -34.11  (meters)                     GEOID09
 DW0248  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0248
 DW0248.The horizontal coordinates were scaled from a topographic map and have
 DW0248.an estimated accuracy of +/- 6 seconds.
 DW0248.
 DW0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0248
 DW0248.The vertical order pertains to the NGVD 29 superseded value.
 DW0248
 DW0248.The geoid height was determined by GEOID09.
 DW0248
 DW0248;                    North         East    Units  Estimated Accuracy
 DW0248;SPC CA 6     -   612,330.    2,036,220.      MT  (+/- 180 meters Scaled)
 DW0248
 DW0248                          SUPERSEDED SURVEY CONTROL
 DW0248
 DW0248  NGVD 29 (??/??/??)  -16.072  (m)          -52.73   (f) ADJUSTED    1 2
 DW0248
 DW0248.Superseded values are not recommended for survey control.
 DW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0248.See file dsdata.txt to determine how the superseded data were derived.
 DW0248
 DW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS061716(NAD 83)
 DW0248
 DW0248_MARKER: DR = REFERENCE MARK DISK
 DW0248_SETTING: 80 = SET IN A BOULDER
 DW0248_SP_SET: IN DRILL HOLE IN A BOULDER
 DW0248_STAMPING: EXTRA NO 2
 DW0248_MARK LOGO: CGS   
 DW0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0248+STABILITY: SURFACE MOTION
 DW0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0248+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 DW0248
 DW0248  HISTORY     - Date     Condition        Report By
 DW0248  HISTORY     - 1942     MONUMENTED       CGS
 DW0248  HISTORY     - 1956     GOOD             CGS
 DW0248  HISTORY     - 19900215 GOOD             NGS
 DW0248
 DW0248                          STATION DESCRIPTION
 DW0248
 DW0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0248'1.8 MI SW FROM SALTON SEA BASE.
 DW0248'1.6 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE MAIN GATE TO THE
 DW0248'SALTON SEA BASE, THENCE 0.2 MILE NORTH ACROSS COUNTRY, ON THE
 DW0248'TOP OF A LOW ROCKY KNOLL, IN THE TOP OF A 1- BY 4-FOOT BOULDER
 DW0248'PROJECTING 1 FOOT ABOVE THE GROUND, 87 FEET EAST OF EXTRA
 DW0248'TRIANGULATION STATION, AND ABOUT 4 FEET LOWER THAN THE STATION.
 DW0248'NOTE-- THE DISK IS SLANTING.  THE ROD WAS HELD OVER THE LETTERS
 DW0248'MA IN THE WORD MARK DURING THE 1956 LEVELING.
 DW0248
 DW0248                          STATION RECOVERY (1990)
 DW0248
 DW0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DW0248'MARK IS LOCATED ABOUT 27 KM (16.80 MI) NORTHWEST OF WESTMORELAND, 15
 DW0248'KM (9.30 MI) SOUTHEAST OF SALTON CITY, BETWEEN STATE HIGHWAY 86 AND
 DW0248'THE SALTON SEA, ON AN ABANDONED NAVY RESERVATION, ON A SHORT, LOW
 DW0248'ROCKY RIDGE ALONG THE SOUTH SIDE OF A DUNE AREA.  OWNERSHIP--US NAVY.
 DW0248'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 78, 86 AND COUNTY ROAD S
 DW0248'30 IN WESTMORELAND, GO WEST AND NORTH ON HIGHWAYS 78 AND 86 FOR 25.9
 DW0248'KM (16.10 MI) TO THE JUNCTION WITH HIGHWAY 78 ON THE LEFT.  CONTINUE
 DW0248'NORTHWEST ON HIGHWAY 86 FOR 6.54 KM (4.05 MI) TO A PAVED ROAD RIGHT
 DW0248'JUST PAST AN ORCHARD ON THE RIGHT.  TURN RIGHT, EASTERLY, FOR 2.02 KM
 DW0248'(1.25 MI) TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING AN ORCHARD
 DW0248'ENTRANCE ON THE RIGHT.  TURN LEFT, NORTHERLY, ON TRACK ROAD FOR 0.25
 DW0248'KM (0.15 MI) TO A ROAD CURVE RIGHT.  BEAR RIGHT, EAST, ON ROAD FOR
 DW0248'ABOUT 60 M (196.8 FT), THEN CONTINUE STRAIGHT AHEAD, EAST, LEAVING
 DW0248'ROAD, FOR 100 M (328.1 FT) TO TOP OF VERY SLIGHT STONEY RISE,  CROSS
 DW0248'RISE, THEN BEAR LEFT, NORTHEAST, ALONG SOUTHEAST SIDE OF RIDGE FOR
 DW0248'0.16 KM (0.10 MI) TO HIGHEST PART OF RIDGE AND MARK ON THE LEFT.
 DW0248'MARK IS SET FLUSH IN A DRILL HOLE IN A 0.5 M (1.6 FT) X 1.5 M
 DW0248'(4.9 FT) IRREGULAR BOULDER THAT PROJECTS 0.4 M (1.3 FT). THE DISK DOES
 DW0248'NOT HAVE A STAMPING DATE.  IT IS 32.0 M (105.0 FT) EAST OF THE 1.5 M
 DW0248'(4.9 FT) HIGH BOULDER ON HIGHEST PART OF RIDGE.
 DW0248'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0735 ***********************************************************************
 DW0735  DESIGNATION -  F 133
 DW0735  PID         -  DW0735
 DW0735  STATE/COUNTY-  CA/RIVERSIDE
 DW0735  USGS QUAD   -  RIPLEY (1975)
 DW0735
 DW0735                         *CURRENT SURVEY CONTROL
 DW0735  ___________________________________________________________________
 DW0735* NAD 83(1992)-  33 36 37.26063(N)    114 40 21.20156(W)     ADJUSTED  
 DW0735* NAVD 88     -       103.145  (meters)     338.40   (feet)  ADJUSTED  
 DW0735  ___________________________________________________________________
 DW0735  EPOCH DATE  -        1991.35
 DW0735  LAPLACE CORR-           0.08  (seconds)                    DEFLEC09
 DW0735  GEOID HEIGHT-         -32.84  (meters)                     GEOID09
 DW0735  DYNAMIC HT  -         103.032 (meters)     338.03  (feet)  COMP
 DW0735  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DW0735
 DW0735  HORZ ORDER  -  SECOND
 DW0735  VERT ORDER  -  FIRST     CLASS II
 DW0735
 DW0735.The horizontal coordinates were established by classical geodetic methods
 DW0735.and adjusted by the National Geodetic Survey in June 1996.
 DW0735.
 DW0735.The orthometric height was determined by differential leveling and
 DW0735.adjusted in June 1991.
 DW0735
 DW0735.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0735
 DW0735.The geoid height was determined by GEOID09.
 DW0735
 DW0735.The dynamic height is computed by dividing the NAVD 88
 DW0735.geopotential number by the normal gravity value computed on the
 DW0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0735.degrees latitude (g = 980.6199 gals.).
 DW0735
 DW0735.The modeled gravity was interpolated from observed gravity values.
 DW0735
 DW0735;                    North         East     Units Scale Factor Converg.
 DW0735;SPC CA 6     -   661,217.113 2,146,383.253   MT  0.99996574   +0 52 00.6
 DW0735;SPC CA 6     - 2,169,343.14  7,041,925.72   sFT  0.99996574   +0 52 00.6
 DW0735;SPC AZ W     -   289,829.853   127,746.945   MT  1.00002366   -0 30 38.5
 DW0735;SPC AZ W     -   950,885.34    419,117.27   iFT  1.00002366   -0 30 38.5
 DW0735;UTM  11      - 3,721,382.268   715,933.982   MT  1.00017487   +1 17 19.8
 DW0735
 DW0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0735!SPC CA 6     -   0.99998896  x   0.99996574  =   0.99995470
 DW0735!SPC AZ W     -   0.99998896  x   1.00002366  =   1.00001262
 DW0735!UTM  11      -   0.99998896  x   1.00017487  =   1.00016383
 DW0735
 DW0735:                Primary Azimuth Mark                     Grid Az
 DW0735:SPC CA 6     -  FLY                                      268 31 30.7
 DW0735:SPC AZ W     -  FLY                                      269 54 09.8
 DW0735:UTM  11      -  FLY                                      268 06 11.5
 DW0735
 DW0735|---------------------------------------------------------------------|
 DW0735| PID    Reference Object                     Distance      Geod. Az  |
 DW0735|                                                           dddmmss.s |
 DW0735| DW0736 F 133 RM 1                           14.712 METERS 00544     |
 DW0735| DW0981 BLYTHE WATER TANK                   APPROX. 7.0 KM 0874745.2 |
 DW0735| DW0734 F 133 RM 2                           13.948 METERS 09248     |
 DW0735| DW0986 AIR BEACON                          APPROX. 5.6 KM 1363530.0 |
 DW0735| DW0985 RIPLEY WATER TANK                   APPROX. 9.6 KM 1692415.1 |
 DW0735| DW1254 FLY                                 APPROX. 2.8 KM 2692331.3 |
 DW0735|---------------------------------------------------------------------|
 DW0735
 DW0735                          SUPERSEDED SURVEY CONTROL
 DW0735
 DW0735  NAD 83(1992)-  33 36 37.26015(N)    114 40 21.20207(W) AD(1984.00) 2
 DW0735  NAD 83(1986)-  33 36 37.25763(N)    114 40 21.20444(W) AD(1984.00) 2
 DW0735  NAD 27      -  33 36 37.17400(N)    114 40 18.35500(W) AD(       ) 2
 DW0735  NGVD 29 (??/??/??)  102.469  (m)          336.18   (f) ADJUSTED    1 2
 DW0735
 DW0735.Superseded values are not recommended for survey control.
 DW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0735.See file dsdata.txt to determine how the superseded data were derived.
 DW0735
 DW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT1593321382(NAD 83)
 DW0735
 DW0735_MARKER: DB = BENCH MARK DISK
 DW0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0735_STAMPING: 336.184 F 133 1933
 DW0735_MARK LOGO: CGS   
 DW0735_PROJECTION: PROJECTING 15 CENTIMETERS
 DW0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0735+STABILITY: SURFACE MOTION
 DW0735
 DW0735  HISTORY     - Date     Condition        Report By
 DW0735  HISTORY     - 1933     MONUMENTED       CGS
 DW0735  HISTORY     - 1935     GOOD             CGS
 DW0735  HISTORY     - 1942     GOOD             CGS
 DW0735  HISTORY     - 1948     GOOD             CGS
 DW0735  HISTORY     - 1948     GOOD             CGS
 DW0735  HISTORY     - 1949     GOOD             USGS
 DW0735  HISTORY     - 1962     GOOD             CGS
 DW0735  HISTORY     - 1965     GOOD             AMS
 DW0735  HISTORY     - 1981     GOOD             NGS
 DW0735  HISTORY     - 1981     GOOD             NGS
 DW0735
 DW0735                          STATION DESCRIPTION
 DW0735
 DW0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 DW0735'STATION IS ABOUT 4 MILES W OF TOWN OF BLYTHE, 75 FEET N OF
 DW0735'CENTER LINE OF U.S. HIGHWAY 60.
 DW0735'
 DW0735'STATION IS MARKED BY A STANDARD U.S.C. AND G.S. BENCH MARK
 DW0735'TABLET, SET IN A SQUARE BLOCK OR POST OF CONCRETE.
 DW0735'
 DW0735'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 DW0735'IN BOULDERS.
 DW0735'
 DW0735'REACHED FROM BLYTHE BY TAKING U.S. HIGHWAY 60 W FOR 4.0
 DW0735'MILES TO STATION.
 DW0735
 DW0735                          STATION RECOVERY (1942)
 DW0735
 DW0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 DW0735'RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.  DESCRIPTION
 DW0735'ADEQUATE.
 DW0735
 DW0735                          STATION RECOVERY (1948)
 DW0735
 DW0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DW0735'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 DW0735'CONDITION.
 DW0735'
 DW0735'THE STATION IS LOCATED ABOUT 4.0 MILES AIRLINE WEST OF BLYTHE
 DW0735'ON THE EAST EDGE OF THE PALO VERDE MESA AND JUST TO THE NORTH
 DW0735'OF U.S. HIGHWAY 60.  THE STATION MARK IS A U.S.C. AND G.S.
 DW0735'BENCH MARK SET IN A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DW0735'12 INCHES.  IT IS SET 16 PACES WEST OF POWER LINE POLE NO.
 DW0735'79486 AND 16 PACES NORTH OF THE NORTH EDGE OF THE CUT OF THE
 DW0735'HIGHWAY.  IT IS STAMPED, 336.184 F 133 1933.
 DW0735'
 DW0735'REFERENCE MARK NO. 1 PROJECTS
 DW0735'2 INCHES AND IS 8 INCHES LOWER THAN THE STATION MARK.  IT IS
 DW0735'STAMPED, B.M. F. 133 NO 1 1935.
 DW0735'
 DW0735'REFERENCE MARK NO. 2 PROJECTS 4
 DW0735'INCHES, IS 4.5 FEET NORTH OF POWER LINE POLE NO. 79486.
 DW0735'IT IS STAMPED, B.M. F.133 NO 2 1935.
 DW0735'
 DW0735'STATION FLY 1948 IS THE AZIMUTH MARK.
 DW0735'
 DW0735'TO REACH THE STATION FROM THE POST OFFICE IN BLYTHE.  GO WEST
 DW0735'ON U.S. HIGHWAY 60, 4.1 MILES TO THE TOP OF MESTURN RIGHT
 DW0735'OFF HIGHWAY, THEN RIGHT AGAIN, GO EAST 0.1 MILE TO THE STATION.
 DW0735'A DRIVE STATION.
 DW0735
 DW0735                          STATION RECOVERY (1948)
 DW0735
 DW0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 DW0735'4.4 MI W FROM BLYTHE.
 DW0735'ABOUT 4.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 DW0735'BLYTHE, RIVERSIDE COUNTY, ABOUT 200 FEET WEST OF THE SUMMIT OF THE
 DW0735'FIRST RISE IN THE HIGHWAY WEST OF BLYTHE, ABOUT 75 FEET NORTH OF THE
 DW0735'CENTER LINE OF THE HIGHWAY, AND UNDER A U.S.C. AND G.S. TRIANGULATION
 DW0735'TRIPOD.  A STANDARD DISK, STAMPED 336.184 F 133 1933 AND SET IN
 DW0735'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 DW0735
 DW0735                          STATION RECOVERY (1949)
 DW0735
 DW0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DW0735'RECOVERED IN GOOD CONDITION.
 DW0735
 DW0735                          STATION RECOVERY (1962)
 DW0735
 DW0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 DW0735'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DW0735'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 DW0735'DESCRIPTION PROVED TO BE ADEQUATE.
 DW0735
 DW0735                          STATION RECOVERY (1965)
 DW0735
 DW0735'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 DW0735'RECOVERED IN GOOD CONDITION.
 DW0735
 DW0735                          STATION RECOVERY (1981)
 DW0735
 DW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (BWM)
 DW0735'THE STATION, RM 1 AND RM 2 FOUND AS DECRIBED.
 DW0735
 DW0735                          STATION RECOVERY (1981)
 DW0735
 DW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0735'9.6 KM (6.0 MI) WEST ALONG HOBSON WAY FROM THE JUNCTION OF U.S.
 DW0735'HIGHWAY 95 IN BLYTHE, 1.35 KM (0.85 MI) EAST OF THE INTERSECTION OF
 DW0735'STATE HIGHWAY 78, 0.25 KM (0.15 MI) EAST OF THE INTERSECTION OF A DIRT
 DW0735'ROAD, SET ON TOP OF A DIRT CUT BANK, 22.8 METERS (75.0 FT) NORTH OF
 DW0735'THE CENTERLINE OF HOBSON WAY, 20.0 METERS (65.5 FT) EAST OF THE FOURTH
 DW0735'POWER POLE WEST OF A SPUR LINE NORTH ALONG THE EAST EDGE OF A CITRUS
 DW0735'ORCHARD, 3.7 METERS (12.0 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD.
 DW0735'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 DW0735'THE MARK IS 1.8 M ABOVE HOBSON WAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0736 ***********************************************************************
 DW0736  DESIGNATION -  F 133 RM 1
 DW0736  PID         -  DW0736
 DW0736  STATE/COUNTY-  CA/RIVERSIDE
 DW0736  USGS QUAD   -  RIPLEY (1975)
 DW0736
 DW0736                         *CURRENT SURVEY CONTROL
 DW0736  ___________________________________________________________________
 DW0736* NAD 83(1986)-  33 36 37.     (N)    114 40 21.     (W)     SCALED    
 DW0736* NAVD 88     -       102.92   (+/-2cm)     337.7    (feet)  VERTCON   
 DW0736  ___________________________________________________________________
 DW0736  GEOID HEIGHT-         -32.84  (meters)                     GEOID09
 DW0736  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0736
 DW0736.The horizontal coordinates were scaled from a topographic map and have
 DW0736.an estimated accuracy of +/- 6 seconds.
 DW0736.
 DW0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0736
 DW0736.The vertical order pertains to the NGVD 29 superseded value.
 DW0736
 DW0736.The geoid height was determined by GEOID09.
 DW0736
 DW0736;                    North         East    Units  Estimated Accuracy
 DW0736;SPC CA 6     -   661,210.    2,146,390.      MT  (+/- 180 meters Scaled)
 DW0736
 DW0736                          SUPERSEDED SURVEY CONTROL
 DW0736
 DW0736  NGVD 29 (??/??/??)  102.236  (m)          335.42   (f) ADJUSTED    1 2
 DW0736
 DW0736.Superseded values are not recommended for survey control.
 DW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0736.See file dsdata.txt to determine how the superseded data were derived.
 DW0736
 DW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT159213(NAD 83)
 DW0736
 DW0736_MARKER: DR = REFERENCE MARK DISK
 DW0736_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0736_SP_SET: UNSPECIFIED ROCK
 DW0736_STAMPING: BMF 133 NO 1 1935
 DW0736_MARK LOGO: CGS   
 DW0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0736
 DW0736  HISTORY     - Date     Condition        Report By
 DW0736  HISTORY     - 1935     MONUMENTED       CGS
 DW0736  HISTORY     - 1945     GOOD             CGS
 DW0736  HISTORY     - 1981     POOR             NGS
 DW0736
 DW0736                          STATION DESCRIPTION
 DW0736
 DW0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0736'4.4 MI W FROM BLYTHE.
 DW0736'ALONG U.S. HIGHWAY 60, 4.4 MILES WEST OF THE POST OFFICE AT
 DW0736'BLYTHE, AT THE WEST END OF CURVE IN HIGHWAY, ABOUT 200.0 FEET
 DW0736'WEST OF TOP OF FIRST RISE IN HIGHWAY WEST OF BLYTHE, 122.8 FEET
 DW0736'NORTH OF CENTER-LINE OF HIGHWAY, 64.9 FEET NORTHWEST OF REFERENCE
 DW0736'MARK NO. 2, 48.1 FEET NORTH OF BENCH MARK F 133, SET IN THE TOP OF
 DW0736'A WHITE PAINTED ROCK PLACED IN PRESENT LOCATION AND PROJECTING 0.2
 DW0736'FOOT ABOVE THE GROUND.  A STANDARD REFERENCE-MARK DISK, STAMPED
 DW0736'B.M.F. 133 NO 1 1935
 DW0736
 DW0736                          STATION RECOVERY (1981)
 DW0736
 DW0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0736'9.6 KM (6.0 MI) WEST ALONG HOBSON WAY FROM THE JUNCTION OF U.S.
 DW0736'HIGHWAY 95 IN BLYTHE, 1.35 KM (0.85 MI) EAST OF THE INTERSECTION OF
 DW0736'STATE HIGHWAY 78, 0.25 KM (0.15 MI) EAST OF THE INTERSECTION OF A DIRT
 DW0736'ROAD, 37.4 METERS (123 FT) NORTH OF THE CENTERLINE OF HOBSON WAY, 27.3
 DW0736'METERS (89.5 FT) NORTHEAST OF THE FOURTH POWER POLE WEST OF A SPUR
 DW0736'LINE LEADING NORTH ALONG THE EAST EDGE OF A CITRUS ORCHARD, 14.6
 DW0736'METERS (48.1 FT) NORTH OF BENCH MARK F 133, 10.8 METERS (35.5 FT)
 DW0736'NORTH OF THE CENTERLINE OF A DIRT ROAD. NOTE-MARK IS SET IN TOP OF A
 DW0736'FLAT ROCK ON TOP OF THE GROUND AND WILL NOT BE LEVELED TO THIS SURVEY.
 DW0736'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DW0736'THE MARK IS 0.3 M BELOW BENCH MARK F 133.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT1046 ***********************************************************************
 GT1046  DESIGNATION -  F 157
 GT1046  PID         -  GT1046
 GT1046  STATE/COUNTY-  CA/KINGS
 GT1046  USGS QUAD   -  VANGUARD (1981)
 GT1046
 GT1046                         *CURRENT SURVEY CONTROL
 GT1046  ___________________________________________________________________
 GT1046* NAD 83(1986)-  36 15 21.     (N)    119 56 44.     (W)     SCALED    
 GT1046* NAVD 88     -        74.87   (+/-2cm)     245.6    (feet)  VERTCON   
 GT1046  ___________________________________________________________________
 GT1046  GEOID HEIGHT-         -33.79  (meters)                     GEOID09
 GT1046  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1046
 GT1046.The horizontal coordinates were scaled from a topographic map and have
 GT1046.an estimated accuracy of +/- 6 seconds.
 GT1046.
 GT1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1046
 GT1046.The vertical order pertains to the NGVD 29 superseded value.
 GT1046
 GT1046.The geoid height was determined by GEOID09.
 GT1046
 GT1046;                    North         East    Units  Estimated Accuracy
 GT1046;SPC CA 4     -   602,780.    1,915,030.      MT  (+/- 180 meters Scaled)
 GT1046
 GT1046                          SUPERSEDED SURVEY CONTROL
 GT1046
 GT1046  NGVD 29 (??/??/92)   73.994  (m)          242.76   (f) ADJ UNCH    1 2
 GT1046
 GT1046.Superseded values are not recommended for survey control.
 GT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1046.See file dsdata.txt to determine how the superseded data were derived.
 GT1046
 GT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA353163(NAD 83)
 GT1046
 GT1046_MARKER: DB = BENCH MARK DISK
 GT1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1046_STAMPING: F 157 1933 247.381
 GT1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1046+STABILITY: SURFACE MOTION
 GT1046
 GT1046  HISTORY     - Date     Condition        Report By
 GT1046  HISTORY     - 1933     MONUMENTED       CGS
 GT1046  HISTORY     - 1962     GOOD             CGS
 GT1046  HISTORY     - 1970     MARK NOT FOUND   NGS
 GT1046
 GT1046                          STATION DESCRIPTION
 GT1046
 GT1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GT1046'12.1 MI W FROM LEMOORE.
 GT1046'1.45 MILES WEST ALONG D STREET FROM THE POST OFFICE AT LEMOORE,
 GT1046'THENCE 0.1 MILE WEST ALONG HOUSTON AVENUE, THENCE 10.55 MILES
 GT1046'SOUTHWEST ALONG STATE HIGHWAY 198, IN R19E T19S, IN THE SOUTHEAST
 GT1046'QUARTER OF SECTION 19, 0.7 MILE EAST OF THE KINGS-FRESNO COUNTY
 GT1046'LINE, 0.2 MILE EAST OF THE MAIN ENTRANCE TO THE LEMOORE AIRFIELD,
 GT1046'43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST
 GT1046'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 GT1046'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GT1046'NOTE-- MARK IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 GT1046
 GT1046                          STATION RECOVERY (1970)
 GT1046
 GT1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0478 ***********************************************************************
 JT0478  DESIGNATION -  F 179
 JT0478  PID         -  JT0478
 JT0478  STATE/COUNTY-  CA/CONTRA COSTA
 JT0478  USGS QUAD   -  VINE HILL (1980)
 JT0478
 JT0478                         *CURRENT SURVEY CONTROL
 JT0478  ___________________________________________________________________
 JT0478* NAD 83(1986)-  38 00 01.     (N)    122 04 47.     (W)     SCALED    
 JT0478* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 JT0478  ___________________________________________________________________
 JT0478  GEOID HEIGHT-         -32.10  (meters)                     GEOID09
 JT0478  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT0478
 JT0478.The horizontal coordinates were scaled from a topographic map and have
 JT0478.an estimated accuracy of +/- 6 seconds.
 JT0478.
 JT0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0478
 JT0478.The vertical order pertains to the NGVD 29 superseded value.
 JT0478
 JT0478.The geoid height was determined by GEOID09.
 JT0478
 JT0478;                    North         East    Units  Estimated Accuracy
 JT0478;SPC CA 3     -   667,680.    1,861,270.      MT  (+/- 180 meters Scaled)
 JT0478
 JT0478                          SUPERSEDED SURVEY CONTROL
 JT0478
 JT0478  NGVD 29 (??/??/92)    9.935  (m)           32.60   (f) ADJ UNCH    1 1
 JT0478
 JT0478.Superseded values are not recommended for survey control.
 JT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0478.See file dsdata.txt to determine how the superseded data were derived.
 JT0478
 JT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH807062(NAD 83)
 JT0478
 JT0478_MARKER: DB = BENCH MARK DISK
 JT0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0478_STAMPING: F 179 1934 32.621
 JT0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0478+STABILITY: SURFACE MOTION
 JT0478
 JT0478  HISTORY     - Date     Condition        Report By
 JT0478  HISTORY     - 1934     MONUMENTED       CGS
 JT0478  HISTORY     - 1969     GOOD             CGS
 JT0478  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JT0478
 JT0478                          STATION DESCRIPTION
 JT0478
 JT0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JT0478'1.4 MI N FROM PACHECO.
 JT0478'1.35 MILES NORTH ALONG PACHECO BOULEVARD FROM THE JUNCTION OF
 JT0478'CENTER STREET A PACHECO, 0.45 MILE SOUTHEAST OF THE CROSSING OF
 JT0478'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, ACROSS THE BOULEVARD
 JT0478'FROM RESIDENCE NO. 4831, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 JT0478'THE BOULEVARD, 30 FEET SOUTHEAST OF POWER POLE 198 BEARING A
 JT0478'TRANSFORMER 1.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 JT0478'HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE
 JT0478'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JT0478
 JT0478                          STATION RECOVERY (1990)
 JT0478
 JT0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (TM)
 JT0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW3970 ***********************************************************************
 EW3970  DESIGNATION -  F 576
 EW3970  PID         -  EW3970
 EW3970  STATE/COUNTY-  CA/LOS ANGELES
 EW3970  USGS QUAD   -  TOPANGA (1991)
 EW3970
 EW3970                         *CURRENT SURVEY CONTROL
 EW3970  ___________________________________________________________________
 EW3970* NAD 83(1986)-  34 01 12.     (N)    118 30 22.     (W)     SCALED    
 EW3970* NAVD 88     -         6.407  (meters)      21.02   (feet)  ADJUSTED  
 EW3970  ___________________________________________________________________
 EW3970  GEOID HEIGHT-         -35.69  (meters)                     GEOID09
 EW3970  DYNAMIC HT  -           6.401 (meters)      21.00  (feet)  COMP
 EW3970  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EW3970  OBS GRAVITY -     979,590.0   (mgal)                       GRAV_OBS
 EW3970
 EW3970  VERT ORDER  -  FIRST     CLASS I
 EW3970
 EW3970.The horizontal coordinates were scaled from a topographic map and have
 EW3970.an estimated accuracy of +/- 6 seconds.
 EW3970.
 EW3970.The orthometric height was determined by differential leveling and
 EW3970.adjusted in June 1995.
 EW3970
 EW3970.The geoid height was determined by GEOID09.
 EW3970
 EW3970.The dynamic height is computed by dividing the NAVD 88
 EW3970.geopotential number by the normal gravity value computed on the
 EW3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3970.degrees latitude (g = 980.6199 gals.).
 EW3970
 EW3970.The modeled gravity was interpolated from observed gravity values.
 EW3970
 EW3970.The observed gravity was obtained from relative gravimeter ties
 EW3970.to the IGSN71 gravity network.
 EW3970
 EW3970;                    North         East    Units  Estimated Accuracy
 EW3970;SPC CA 5     -   557,800.    1,953,250.      MT  (+/- 180 meters Scaled)
 EW3970
 EW3970                          SUPERSEDED SURVEY CONTROL
 EW3970
 EW3970  NAVD 88 (06/15/91)    6.437  (m)           21.12   (f) UNKNOWN     1 1
 EW3970  NGVD 29 (??/??/92)    5.675  (m)           18.62   (f) ADJ UNCH    1 1
 EW3970
 EW3970.Superseded values are not recommended for survey control.
 EW3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3970.See file dsdata.txt to determine how the superseded data were derived.
 EW3970
 EW3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT609653(NAD 83)
 EW3970
 EW3970_MARKER: DB = BENCH MARK DISK
 EW3970_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW3970_SP_SET: CURB
 EW3970_STAMPING: F 576 1939
 EW3970_MARK LOGO: CGS   
 EW3970_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW3970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW3970+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW3970
 EW3970  HISTORY     - Date     Condition        Report By
 EW3970  HISTORY     - 1939     MONUMENTED       CGS
 EW3970  HISTORY     - 1968     GOOD             CGS
 EW3970  HISTORY     - 1971     GOOD             NGS
 EW3970  HISTORY     - 1978     GOOD             NGS
 EW3970  HISTORY     - 19890516 GOOD             NGS
 EW3970  HISTORY     - 19940614 GOOD             NGS
 EW3970
 EW3970                          STATION DESCRIPTION
 EW3970
 EW3970'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EW3970'AT SANTA MONICA.
 EW3970'0.9 MILE WEST ALONG STATE HIGHWAY 1 FROM THE OVERHEAD CROSSING
 EW3970'OF COLORADO AVENUE BRIDGE 53-08, AT THE NORTHEAST CORNER OF THE
 EW3970'INTERSECTION OF CALIFORNIA AVENUE INCLINE, IN TOP OF A CONCRETE
 EW3970'CURB AT THE WEST END OF A GUARDRAIL, 29 FEET NORTHEAST OF THE
 EW3970'CENTERLINE OF THE NORTHEAST LANES OF THE HIGHWAY, 22 FEET
 EW3970'SOUTHWEST OF THE CENTERLINE OF THE STREET AND ABOUT 1/2 FOOT
 EW3970'HIGHER THAN THE HIGHWAY.
 EW3970
 EW3970                          STATION RECOVERY (1971)
 EW3970
 EW3970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3970'RECOVERED IN GOOD CONDITION.
 EW3970
 EW3970                          STATION RECOVERY (1978)
 EW3970
 EW3970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3970'RECOVERED IN GOOD CONDITION.
 EW3970
 EW3970                          STATION RECOVERY (1989)
 EW3970
 EW3970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW3970'RECOVERED IN GOOD CONDITION.
 EW3970
 EW3970                          STATION RECOVERY (1994)
 EW3970
 EW3970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW3970'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 1 (PACIFIC COAST
 EW3970'HIGHWAY) FROM THE CITY HALL IN SANTA MONICA, NEAR THE NORTHWEST END OF
 EW3970'A CONCRETE CURB BETWEEN THE HIGHWAY AND CALIFORNIA AVENUE, 6.3 M (20.7
 EW3970'FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EW3970'5.6 M (18.4 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 2.5 M (8.2
 EW3970'FT) NORTHWEST OF THE NORTHWEST END OF A GUARDRAIL, 0.4 M (1.3 FT) WEST
 EW3970'OF A VERTICAL RAIL PROJECTING 4-FEET ABOVE THE GROUND SURFACE, AND 0.2
 EW3970'M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0178 ***********************************************************************
 DZ0178  DESIGNATION -  F 65
 DZ0178  PID         -  DZ0178
 DZ0178  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0178  USGS QUAD   -  ORCUTT (1978)
 DZ0178
 DZ0178                         *CURRENT SURVEY CONTROL
 DZ0178  ___________________________________________________________________
 DZ0178* NAD 83(1986)-  34 49 55.     (N)    120 26 59.     (W)     SCALED    
 DZ0178* NAVD 88     -       148.40   (+/-2cm)     486.9    (feet)  VERTCON   
 DZ0178  ___________________________________________________________________
 DZ0178  GEOID HEIGHT-         -35.85  (meters)                     GEOID09
 DZ0178  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0178
 DZ0178.The horizontal coordinates were scaled from a topographic map and have
 DZ0178.an estimated accuracy of +/- 6 seconds.
 DZ0178.
 DZ0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0178
 DZ0178.The vertical order pertains to the NGVD 29 superseded value.
 DZ0178
 DZ0178.The geoid height was determined by GEOID09.
 DZ0178
 DZ0178;                    North         East    Units  Estimated Accuracy
 DZ0178;SPC CA 5     -   650,480.    1,775,950.      MT  (+/- 180 meters Scaled)
 DZ0178
 DZ0178                          SUPERSEDED SURVEY CONTROL
 DZ0178
 DZ0178  NGVD 29 (??/??/92)  147.600  (m)          484.25   (f) ADJ UNCH    1 2
 DZ0178
 DZ0178.Superseded values are not recommended for survey control.
 DZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0178.See file dsdata.txt to determine how the superseded data were derived.
 DZ0178
 DZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD332573(NAD 83)
 DZ0178
 DZ0178_MARKER: DB = BENCH MARK DISK
 DZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0178_STAMPING: F 65 1927
 DZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0178+STABILITY: SURFACE MOTION
 DZ0178
 DZ0178  HISTORY     - Date     Condition        Report By
 DZ0178  HISTORY     - 1927     MONUMENTED       CGS
 DZ0178  HISTORY     - 1956     GOOD             CGS
 DZ0178  HISTORY     - 1973     GOOD             CA-083
 DZ0178
 DZ0178                          STATION DESCRIPTION
 DZ0178
 DZ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0178'2.5 MI S FROM ORCUTT.
 DZ0178'0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE AT ORCUTT,
 DZ0178'THENCE 2.4 MILES SOUTH ALONG STATE HIGHWAY 1, 0.1 MILE NORTH
 DZ0178'OF A SUMMIT, IN LINE WITH A ROW OF POWER LINE POLES, 38.3 FEET
 DZ0178'SOUTH OF A POWER LINE POLE WITH TWO GUY WIRES, 33.1 FEET EAST
 DZ0178'OF THE CENTER LINE OF THE HIGHWAY, 27.2 FEET NORTHEAST OF THE
 DZ0178'CENTER OF THE EAST END OF 24-INCH CORRUGATED METAL PIPE CULVERT
 DZ0178'D-4.8, 24.5 FEET SOUTHWEST OF THE CENTER OF A STOP-VALVE IN
 DZ0178'BURIED GAS LINE (ONLY VALVE IS VISIBLE), 2.7 FEET EAST OF A
 DZ0178'FENCE, 1.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DZ0178'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 DZ0178'FOOT ABOVE THE GROUND.  NOTE-- MARK IS 31.2 FT NE FROM CENTERLINE
 DZ0178'PIPE OUTLET, 43.0 FT SE FROM POWER AND TELEPHONE POLE 12, ORIGINAL
 DZ0178'GAS VALVE REMOVED BUT BASE STILL THERE, BASE IS A 12 INCH DIAMETER
 DZ0178'STEEL WELL CASTING, 75.3 FT NW OF GAS COMPANY AERIAL MARKER BY
 DZ0178'GAS VALVE BOX, HWY 1 IS NOW WESTERLY OF THIS ROAD 300 FT,
 DZ0178'OLD HWY 1 IS CALLED GRACIOSA RD.
 DZ0178
 DZ0178                          STATION RECOVERY (1973)
 DZ0178
 DZ0178'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973
 DZ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0351 ***********************************************************************
 LV0351  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0351  DESIGNATION -  F 735
 LV0351  PID         -  LV0351
 LV0351  STATE/COUNTY-  CA/HUMBOLDT
 LV0351  USGS QUAD   -  EUREKA (1972)
 LV0351
 LV0351                         *CURRENT SURVEY CONTROL
 LV0351  ___________________________________________________________________
 LV0351* NAD 83(1986)-  40 49 19.     (N)    124 10 35.     (W)     SCALED    
 LV0351* NAVD 88     -         5.096  (meters)      16.72   (feet)  ADJUSTED  
 LV0351  ___________________________________________________________________
 LV0351  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV0351  DYNAMIC HT  -           5.094 (meters)      16.71  (feet)  COMP
 LV0351  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LV0351
 LV0351  VERT ORDER  -  FIRST     CLASS II
 LV0351
 LV0351.The horizontal coordinates were scaled from a topographic map and have
 LV0351.an estimated accuracy of +/- 6 seconds.
 LV0351.
 LV0351.The orthometric height was determined by differential leveling and
 LV0351.adjusted in June 1991.
 LV0351
 LV0351.This Tidal Bench Mark is designated as VM 11963
 LV0351.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0351
 LV0351.The geoid height was determined by GEOID09.
 LV0351
 LV0351.The dynamic height is computed by dividing the NAVD 88
 LV0351.geopotential number by the normal gravity value computed on the
 LV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0351.degrees latitude (g = 980.6199 gals.).
 LV0351
 LV0351.The modeled gravity was interpolated from observed gravity values.
 LV0351
 LV0351;                    North         East    Units  Estimated Accuracy
 LV0351;SPC CA 1     -   667,570.    1,816,440.      MT  (+/- 180 meters Scaled)
 LV0351
 LV0351                          SUPERSEDED SURVEY CONTROL
 LV0351
 LV0351  NGVD 29 (12/02/92)    4.073  (m)           13.36   (f) ADJUSTED    1 2
 LV0351
 LV0351.Superseded values are not recommended for survey control.
 LV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0351.See file dsdata.txt to determine how the superseded data were derived.
 LV0351
 LV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL007196(NAD 83)
 LV0351
 LV0351_MARKER: DB = BENCH MARK DISK
 LV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0351_SP_SET: CONCRETE POST
 LV0351_STAMPING: F 735 1944
 LV0351_MARK LOGO: CGS   
 LV0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0351+STABILITY: SURFACE MOTION
 LV0351
 LV0351  HISTORY     - Date     Condition        Report By
 LV0351  HISTORY     - 1944     MONUMENTED       CGS
 LV0351  HISTORY     - 1967     GOOD             CGS
 LV0351  HISTORY     - 19880216 GOOD             NGS
 LV0351
 LV0351                          STATION DESCRIPTION
 LV0351
 LV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0351'6.8 MI SW FROM ARCATA.
 LV0351'6.85 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0351'OF H STREET AT ARCATA, ON THE INSIDE OF A CURVE, 0.3 MILE
 LV0351'NORTHEAST OF A SCHOOL, 0.1 MILE EAST OF THE JUNCTION OF A
 LV0351'PAVED ROAD SOUTH TO A SAW MILL, 24 FEET NORTH OF THE CENTER
 LV0351'LINE OF THE ROAD, 128 FEET WEST OF A POWER POLE WITH TWO GUY
 LV0351'WIRES, 3.0 FEET SOUTH OF A POINT DIRECTLY UNDER A CABLE LINE,
 LV0351'2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 LV0351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LV0351'ABOVE THE GROUND.
 LV0351
 LV0351                          STATION RECOVERY (1988)
 LV0351
 LV0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0351'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.2 KM (6.35
 LV0351'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0351'HIGHWAY 101 IN ARCATA, THENCE 1.4 KM (0.85 MI) SOUTHWESTERLY ALONG
 LV0351'VANCE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2132 ***********************************************************************
 GU2132  DESIGNATION -  F 739
 GU2132  PID         -  GU2132
 GU2132  STATE/COUNTY-  CA/MONTEREY
 GU2132  USGS QUAD   -  MOSS LANDING (1994)
 GU2132
 GU2132                         *CURRENT SURVEY CONTROL
 GU2132  ___________________________________________________________________
 GU2132* NAD 83(1992)-  36 51 53.17011(N)    121 46 32.24539(W)     ADJUSTED  
 GU2132* NAVD 88     -        54.20   (+/-2cm)     177.8    (feet)  VERTCON   
 GU2132  ___________________________________________________________________
 GU2132  EPOCH DATE  -        1991.35
 GU2132  LAPLACE CORR-           4.85  (seconds)                    DEFLEC09
 GU2132  GEOID HEIGHT-         -33.58  (meters)                     GEOID09
 GU2132  HORZ ORDER  -  THIRD
 GU2132  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2132
 GU2132.The horizontal coordinates were established by classical geodetic methods
 GU2132.and adjusted by the National Geodetic Survey in March 1994.
 GU2132.
 GU2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2132
 GU2132.The vertical order pertains to the NGVD 29 superseded value.
 GU2132
 GU2132.The Laplace correction was computed from DEFLEC09 derived deflections.
 GU2132
 GU2132.The geoid height was determined by GEOID09.
 GU2132
 GU2132;                    North         East     Units Scale Factor Converg.
 GU2132;SPC CA 4     -   673,507.597 1,752,547.218   MT  0.99994943   -1 39 21.2
 GU2132;SPC CA 4     - 2,209,666.17  5,749,815.33   sFT  0.99994943   -1 39 21.2
 GU2132;SPC CA 3     -   541,258.509 1,886,251.916   MT  1.00004784   -0 46 51.5
 GU2132;SPC CA 3     - 1,775,778.96  6,188,478.16   sFT  1.00004784   -0 46 51.5
 GU2132;UTM  10      - 4,080,570.603   609,135.158   MT  0.99974673   +0 44 04.6
 GU2132
 GU2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU2132!SPC CA 4     -   0.99999677  x   0.99994943  =   0.99994620
 GU2132!SPC CA 3     -   0.99999677  x   1.00004784  =   1.00004460
 GU2132!UTM  10      -   0.99999677  x   0.99974673  =   0.99974350
 GU2132
 GU2132|---------------------------------------------------------------------|
 GU2132| PID    Reference Object                     Distance      Geod. Az  |
 GU2132|                                                           dddmmss.s |
 GU2132| GU4043 SAN FRAN LOS ANGELES AWY BN 28      254.347 METERS 07818     |
 GU2132| GU4051 USN AUX AIR FACILITY SOFAR MST      325.312 METERS 23539     |
 GU2132|---------------------------------------------------------------------|
 GU2132
 GU2132                          SUPERSEDED SURVEY CONTROL
 GU2132
 GU2132  NAD 83(1986)-  36 51 53.16254(N)    121 46 32.23432(W) AD(1984.00) 3
 GU2132  NAD 27      -  36 51 53.32300(N)    121 46 28.40400(W) AD(       ) 3
 GU2132  NGVD 29 (??/??/92)   53.37   (m)          175.1    (f) COMPUTED    1 2
 GU2132
 GU2132.Superseded values are not recommended for survey control.
 GU2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2132.See file dsdata.txt to determine how the superseded data were derived.
 GU2132
 GU2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0913580570(NAD 83)
 GU2132
 GU2132_MARKER: DB = BENCH MARK DISK
 GU2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2132_STAMPING: F 739 1945
 GU2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2132+STABILITY: SURFACE MOTION
 GU2132
 GU2132  HISTORY     - Date     Condition        Report By
 GU2132  HISTORY     - 1947     MONUMENTED       CGS
 GU2132  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GU2132  HISTORY     - 1967     GOOD             CGS
 GU2132
 GU2132                          STATION DESCRIPTION
 GU2132
 GU2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 GU2132'STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF WATSONVILLE,
 GU2132'14.0 MILES NORTH-NORTHWEST OF SALINAS ON THE GROUNDS OF THE U.S.
 GU2132'NAVAL AIR FACILITY
 GU2132'
 GU2132'STATION IS REACHED AS FOLLOWS--FROM THE PLAZA IN WATSONVILLE
 GU2132'GO SOUTH, ON STATE HIGHWAY 1, FOR 0.5 MILES TO BRIDGE CROSSING
 GU2132'THE PAJARO RIVER.  CONTINUE SOUTH, ON STATE HIGHWAY 1, FOR
 GU2132'3.6 MILES TO LOCKED GATE ON THE RIGHT (WEST).  PASS THROUGH
 GU2132'GATE, INTO THE GROUNDS OF THE U.S. NAVAL AUXILIARY AIR FACILITY,
 GU2132'AND GO ABOUT 0.1 MILE TO OPERATION BUILDINGS AND AIRWAY BEACON.
 GU2132'PASS TO THE LEFT OF AIRWAY BEACON AND CONTINUE WEST ABOUT 0.1
 GU2132'MILE TO THE CENTER OF AIR STRIP AND STATION.
 GU2132'
 GU2132'STATION, STAMPED F 739 IS A STANDARD USC AND GS BENCH MARK
 GU2132'DISK SET IN THE TOP OF A 2 FT. SQUARE CONCRETE MONUMENT THAT
 GU2132'IS FLUSH WITH THE PAVEMENT.  IT IS AT THE CENTER OF THE SITE
 GU2132'OF THE OLD BLIMP MOORING MAST, 116.3 FT. FROM OUTSIDE EDGE
 GU2132'OF OUTSIDE CONCRETE WALK, 64.3 FT. FROM INSIDE EDGE OF INSIDE
 GU2132'CONCRETE WALK, AND 18.0 FT. FROM CIRCLE OF LARGE RING BOLTS
 GU2132'THAT WERE USED FOR MOORING PURPOSES.
 GU2132
 GU2132                          STATION RECOVERY (1967)
 GU2132
 GU2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EHS)
 GU2132'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1947
 GU2132'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 GU2132'
 GU2132'THE AIR FACILITY HAS BEEN ABANDONED AND THE AREA IS NOW IN USE
 GU2132'BY A CATTLE COMPANY.
 GU2132'
 GU2132'THE STATION MARK IS A C AND GS IRON BENCH MARK DISK STAMPED
 GU2132'F 739 1945, 49 FEET NORTH OF A BOARD FENCE ON THE NORTH SIDE
 GU2132'OF A LARGE FEED LOT, 10.7 FEET SOUTH OF THE WEST CORNER OF A
 GU2132'2 X 3-FOOT CONCRETE BOX ENCLOSING A WATER VALVE, AND 0.1 FOOT
 GU2132'BELOW THE SURFACE OF THE GROUND.
 GU2132'
 GU2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GU2132'SOUTH-SOUTHWEST OF WATSONVILLE
 GU2132
 GU2132                          STATION RECOVERY (1967)
 GU2132
 GU2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 GU2132'3 MI SW FROM WATSONVILLE JUNCTION.
 GU2132'2.8 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 1 FROM
 GU2132'WATSONVILLE JUNCTION, THENCE 0.25 MILE WEST ALONG A PAVED ROAD,
 GU2132'AT THE ABANDONED WATSONVILLE NAVAL AUX. AIR STATION, 0.15 MILE
 GU2132'WEST OF THE OLD HANGAR AND OPERATIONS BUILDING, AT THE CENTER
 GU2132'OF THE FORMER SOUTH 232-FOOT LANDING CIRCLE, 116.3 FEET FROM
 GU2132'THE OUTSIDE EDGE OF THE OUTSIDE CONCRETE WALK, 64.3 FEET FROM
 GU2132'THE INSIDE EDGE OF THE INSIDE CONCRETE WALK, 49 FEET NORTH OF A
 GU2132'BOARD FENCE ON THE NORTH SIDE OF A LARGE FEED LOT, 10.7 FEET
 GU2132'SOUTH OF THE WEST CORNER OF A 2 X 3-FOOT CONCRETE BOX ENCLOSING
 GU2132'A WATER VALVE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 GU2132'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0163 ***********************************************************************
 DZ0163  DESIGNATION -  F 740
 DZ0163  PID         -  DZ0163
 DZ0163  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0163  USGS QUAD   -  ORCUTT (1978)
 DZ0163
 DZ0163                         *CURRENT SURVEY CONTROL
 DZ0163  ___________________________________________________________________
 DZ0163* NAD 83(1986)-  34 45 24.     (N)    120 25 41.     (W)     SCALED    
 DZ0163* NAVD 88     -       104.03   (+/-2cm)     341.3    (feet)  VERTCON   
 DZ0163  ___________________________________________________________________
 DZ0163  GEOID HEIGHT-         -35.93  (meters)                     GEOID09
 DZ0163  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0163
 DZ0163.The horizontal coordinates were scaled from a topographic map and have
 DZ0163.an estimated accuracy of +/- 6 seconds.
 DZ0163.
 DZ0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0163
 DZ0163.The vertical order pertains to the NGVD 29 superseded value.
 DZ0163
 DZ0163.The geoid height was determined by GEOID09.
 DZ0163
 DZ0163;                    North         East    Units  Estimated Accuracy
 DZ0163;SPC CA 5     -   642,080.    1,777,730.      MT  (+/- 180 meters Scaled)
 DZ0163
 DZ0163                          SUPERSEDED SURVEY CONTROL
 DZ0163
 DZ0163  NGVD 29 (??/??/92)  103.230  (m)          338.68   (f) ADJ UNCH    1 2
 DZ0163
 DZ0163.Superseded values are not recommended for survey control.
 DZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0163.See file dsdata.txt to determine how the superseded data were derived.
 DZ0163
 DZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD354490(NAD 83)
 DZ0163
 DZ0163_MARKER: DB = BENCH MARK DISK
 DZ0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0163_SP_SET: CULVERT
 DZ0163_STAMPING: F 740 1945
 DZ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0163
 DZ0163  HISTORY     - Date     Condition        Report By
 DZ0163  HISTORY     - 1945     MONUMENTED       CGS
 DZ0163  HISTORY     - 1956     GOOD             CGS
 DZ0163
 DZ0163                          STATION DESCRIPTION
 DZ0163
 DZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0163'7.6 MI SE FROM ORCUTT.
 DZ0163'7.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 DZ0163'AT ORCUTT, 9.8 MILES NORTH OF LOMPOC, 300 FEET WEST OF THE
 DZ0163'CENTER OF THE T JUNCTION OF A PAVED ROAD LEADING EAST, AT THE
 DZ0163'APPROXIMATE CENTER OF A U CURVE, AT 6- BY 7-FOOT CONCRETE BOX
 DZ0163'CULVERT C-9.97, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 DZ0163'HEAD WALL, 11 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DZ0163'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0677 ***********************************************************************
 DC0677  DESIGNATION -  F 741
 DC0677  PID         -  DC0677
 DC0677  STATE/COUNTY-  CA/SAN DIEGO
 DC0677  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0677
 DC0677                         *CURRENT SURVEY CONTROL
 DC0677  ___________________________________________________________________
 DC0677* NAD 83(1986)-  32 34 05.     (N)    117 06 05.     (W)     SCALED    
 DC0677* NAVD 88     -        11.47   (+/-2cm)      37.6    (feet)  VERTCON   
 DC0677  ___________________________________________________________________
 DC0677  GEOID HEIGHT-         -35.23  (meters)                     GEOID09
 DC0677  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0677
 DC0677.The horizontal coordinates were scaled from a topographic map and have
 DC0677.an estimated accuracy of +/- 6 seconds.
 DC0677.
 DC0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0677
 DC0677.The vertical order pertains to the NGVD 29 superseded value.
 DC0677
 DC0677.The geoid height was determined by GEOID09.
 DC0677
 DC0677;                    North         East    Units  Estimated Accuracy
 DC0677;SPC CA 6     -   544,840.    1,920,050.      MT  (+/- 180 meters Scaled)
 DC0677
 DC0677                          SUPERSEDED SURVEY CONTROL
 DC0677
 DC0677  NGVD 29 (??/??/??)   10.822  (m)           35.51   (f) ADJUSTED    1 2
 DC0677
 DC0677.Superseded values are not recommended for survey control.
 DC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0677.See file dsdata.txt to determine how the superseded data were derived.
 DC0677
 DC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS904034(NAD 83)
 DC0677
 DC0677_MARKER: DB = BENCH MARK DISK
 DC0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0677_SP_SET: BUILDING FOUNDATION
 DC0677_STAMPING: F 741 1945
 DC0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0677
 DC0677  HISTORY     - Date     Condition        Report By
 DC0677  HISTORY     - 1945     MONUMENTED       CGS
 DC0677  HISTORY     - 1955     GOOD             CGS
 DC0677
 DC0677                          STATION DESCRIPTION
 DC0677
 DC0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0677'AT REAM NAAS.
 DC0677'AT REAM NAVAL AUXILIARY AIR STATION, AT THE T JUNCTION OF
 DC0677'YORKTOWN AVENUE AND A STREET, SET VERTICALLY IN THE NORTH FACE
 DC0677'OF THE NORTH CONCRETE FOUNDATION OF THE BACHELOR OFFICERS
 DC0677'QUARTERS, 0.9 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 DC0677'3.0 FEET BELOW THE TOP OF THE FOUNDATION, AND 2.0 FEET ABOVE
 DC0677'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0200 ***********************************************************************
 LU0200  DESIGNATION -  F 742
 LU0200  PID         -  LU0200
 LU0200  STATE/COUNTY-  CA/SHASTA
 LU0200  USGS QUAD   -  COTTONWOOD (1965)
 LU0200
 LU0200                         *CURRENT SURVEY CONTROL
 LU0200  ___________________________________________________________________
 LU0200* NAD 83(1986)-  40 29 33.     (N)    122 17 44.     (W)     SCALED    
 LU0200* NAVD 88     -       147.90   (+/-2cm)     485.2    (feet)  VERTCON   
 LU0200  ___________________________________________________________________
 LU0200  GEOID HEIGHT-         -27.83  (meters)                     GEOID09
 LU0200  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0200
 LU0200.The horizontal coordinates were scaled from a topographic map and have
 LU0200.an estimated accuracy of +/- 6 seconds.
 LU0200.
 LU0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0200
 LU0200.The vertical order pertains to the NGVD 29 superseded value.
 LU0200
 LU0200.The geoid height was determined by GEOID09.
 LU0200
 LU0200;                    North         East    Units  Estimated Accuracy
 LU0200;SPC CA 1     -   628,750.    1,974,950.      MT  (+/- 180 meters Scaled)
 LU0200
 LU0200                          SUPERSEDED SURVEY CONTROL
 LU0200
 LU0200  NGVD 29 (??/??/92)  147.114  (m)          482.66   (f) ADJ UNCH    1 2
 LU0200
 LU0200.Superseded values are not recommended for survey control.
 LU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0200.See file dsdata.txt to determine how the superseded data were derived.
 LU0200
 LU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK596826(NAD 83)
 LU0200
 LU0200_MARKER: DB = BENCH MARK DISK
 LU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0200_SP_SET: SQUARE CONCRETE MONUMENT
 LU0200_STAMPING: F 742 1944
 LU0200_MARK LOGO: CGS   
 LU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0200+STABILITY: SURFACE MOTION
 LU0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0200+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0200
 LU0200  HISTORY     - Date     Condition        Report By
 LU0200  HISTORY     - 1944     MONUMENTED       CGS
 LU0200  HISTORY     - 1947     GOOD             CGS
 LU0200  HISTORY     - 1960     GOOD             CGS
 LU0200  HISTORY     - 19880622 GOOD             NGS
 LU0200
 LU0200                          STATION DESCRIPTION
 LU0200
 LU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0200'3.4 MI N FROM ANDERSON.
 LU0200'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 LU0200'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 3.2 MILES
 LU0200'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD), 0.4 MILE
 LU0200'SOUTH OF A RIGHT-ANGLE TURN TO THE WEST ALONG THE SOUTH SIDE OF
 LU0200'REDDING MUNICIPAL AIRPORT, 806 FEET SOUTH OF A CONCRETE CULVERT,
 LU0200'474 FEET NORTH OF THE CENTER OF A RIGHT-ANGLE TURN TO THE EAST
 LU0200'ALONG AN IRRIGATION CANAL, 35 FEET EAST OF THE CENTERLINE OF THE
 LU0200'ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  AN IRON
 LU0200'DISK, STAMPED F 742 1944 AND SET IN THE TOP OF A CONCRETE POST
 LU0200'PROJECTING 0.4 FOOT ABOVE GROUND.
 LU0200
 LU0200                          STATION RECOVERY (1960)
 LU0200
 LU0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LU0200'RECOVERED IN GOOD CONDITION.
 LU0200
 LU0200                          STATION RECOVERY (1988)
 LU0200
 LU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0200'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM
 LU0200'(3.10 MI) NORTHERLY ALONG NORTH STREET AND AIRPORT ROAD FROM THE
 LU0200'JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN ANDERSON, THENCE 0.2 KM
 LU0200'(0.10 MI) NORTH ALONG A TRACK ROAD.  ADD--2.9 M (9.5 FT) EAST OF A
 LU0200'FENCE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1718 ***********************************************************************
 FU1718  DESIGNATION -  F 747
 FU1718  PID         -  FU1718
 FU1718  STATE/COUNTY-  CA/KERN
 FU1718  USGS QUAD   -  OILDALE (1973)
 FU1718
 FU1718                         *CURRENT SURVEY CONTROL
 FU1718  ___________________________________________________________________
 FU1718* NAD 83(1986)-  35 25 11.     (N)    119 03 10.     (W)     SCALED    
 FU1718* NAVD 88     -       134.89   (+/-2cm)     442.6    (feet)  VERTCON   
 FU1718  ___________________________________________________________________
 FU1718  GEOID HEIGHT-         -33.27  (meters)                     GEOID09
 FU1718  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1718
 FU1718.The horizontal coordinates were scaled from a topographic map and have
 FU1718.an estimated accuracy of +/- 6 seconds.
 FU1718.
 FU1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1718
 FU1718.The vertical order pertains to the NGVD 29 superseded value.
 FU1718
 FU1718.The geoid height was determined by GEOID09.
 FU1718
 FU1718;                    North         East    Units  Estimated Accuracy
 FU1718;SPC CA 5     -   713,450.    1,904,390.      MT  (+/- 180 meters Scaled)
 FU1718
 FU1718                          SUPERSEDED SURVEY CONTROL
 FU1718
 FU1718  NGVD 29 (??/??/92)  134.058  (m)          439.82   (f) ADJ UNCH    1 2
 FU1718
 FU1718.Superseded values are not recommended for survey control.
 FU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1718.See file dsdata.txt to determine how the superseded data were derived.
 FU1718
 FU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV136215(NAD 83)
 FU1718
 FU1718_MARKER: DB = BENCH MARK DISK
 FU1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1718_STAMPING: F 747 1945
 FU1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1718+STABILITY: SURFACE MOTION
 FU1718
 FU1718  HISTORY     - Date     Condition        Report By
 FU1718  HISTORY     - 1945     MONUMENTED       CGS
 FU1718  HISTORY     - 1953     GOOD             CGS
 FU1718  HISTORY     - 1972     MARK NOT FOUND   NGS
 FU1718
 FU1718                          STATION DESCRIPTION
 FU1718
 FU1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FU1718'5.3 MI NW FROM BAKERSFIELD.
 FU1718'4.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1718'FROM THE STATION AT BAKERSFIELD, THENCE 0.4 MILE EAST ALONG
 FU1718'NORRIS ROAD, 64.3 FEET WEST OF THE WEST SIDE OF A GATE ACROSS
 FU1718'A WALK LEADING TO THE MAIN ENTRANCE TO A SHELL OIL COMPANY
 FU1718'OFFICE BUILDING, 57.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FU1718'BUILDING, 47 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FU1718'0.5 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 FU1718'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FU1718'PROJECTING 0.2 FOOT ABOVE THE GROUND.  IN R27E T29S S11.
 FU1718
 FU1718                          STATION RECOVERY (1972)
 FU1718
 FU1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0063 ***********************************************************************
 DY0063  DESIGNATION -  F 749
 DY0063  PID         -  DY0063
 DY0063  STATE/COUNTY-  CA/LOS ANGELES
 DY0063  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0063
 DY0063                         *CURRENT SURVEY CONTROL
 DY0063  ___________________________________________________________________
 DY0063* NAD 83(1986)-  33 50 45.     (N)    118 03 48.     (W)     SCALED    
 DY0063* NAVD 88     -        13.11   (+/-2cm)      43.0    (feet)  VERTCON   
 DY0063  ___________________________________________________________________
 DY0063  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0063  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0063
 DY0063.The horizontal coordinates were scaled from a topographic map and have
 DY0063.an estimated accuracy of +/- 6 seconds.
 DY0063.
 DY0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0063
 DY0063.The vertical order pertains to the NGVD 29 superseded value.
 DY0063
 DY0063.The geoid height was determined by GEOID09.
 DY0063
 DY0063;                    North         East    Units  Estimated Accuracy
 DY0063;SPC CA 5     -   538,360.    1,994,140.      MT  (+/- 180 meters Scaled)
 DY0063
 DY0063                          SUPERSEDED SURVEY CONTROL
 DY0063
 DY0063  NGVD 29 (??/??/92)   12.380  (m)           40.62   (f) ADJ UNCH    1 2
 DY0063
 DY0063.Superseded values are not recommended for survey control.
 DY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0063.See file dsdata.txt to determine how the superseded data were derived.
 DY0063
 DY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016455(NAD 83)
 DY0063
 DY0063_MARKER: DB = BENCH MARK DISK
 DY0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0063_STAMPING: F 749 1945
 DY0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0063+STABILITY: SURFACE MOTION
 DY0063
 DY0063  HISTORY     - Date     Condition        Report By
 DY0063  HISTORY     - 1945     MONUMENTED       CGS
 DY0063  HISTORY     - 1967     GOOD             CGS
 DY0063
 DY0063                          STATION DESCRIPTION
 DY0063
 DY0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0063'1.9 MI SE FROM ARTESIA.
 DY0063'ABOUT 1.0 MILE EAST ALONG ORANGETHORPE AVE. FROM ARTESIA, THENCE
 DY0063'0.9 MILE SOUTH ALONG BLOOMFIELD AVENUE, SET IN THE SOUTHWEST
 DY0063'QUARTER OF THE INTERSECTION OF BLOOMFIELD AVE. AND DEL AMO
 DY0063'STREET, 32 FEET SOUTH OF CENTER-LINE OF THE STREET, 28.7 FEET
 DY0063'WEST OF CENTER-LINE OF THE AVE, 7.5 FEET SOUTH OF THE CORNER
 DY0063'FENCE POST, 2.6 FEET WEST OF FENCE, 1.7 FEET NORTH OF REFERENCE
 DY0063'POST.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED
 DY0063'IN THE FIELD AND ABOUT LEVEL WITH THE GROUND.  NOTE-- ORANGETHORPE
 DY0063'AVE IS NOW SOUTH STREET-1961 RPT.
 DY0063
 DY0063                          STATION RECOVERY (1967)
 DY0063
 DY0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DY0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0667 ***********************************************************************
 DC0667  DESIGNATION -  F 750
 DC0667  PID         -  DC0667
 DC0667  STATE/COUNTY-  CA/SAN DIEGO
 DC0667  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0667
 DC0667                         *CURRENT SURVEY CONTROL
 DC0667  ___________________________________________________________________
 DC0667* NAD 83(1986)-  32 35 19.     (N)    117 07 20.     (W)     SCALED    
 DC0667* NAVD 88     -         5.64   (+/-2cm)      18.5    (feet)  VERTCON   
 DC0667  ___________________________________________________________________
 DC0667  GEOID HEIGHT-         -35.30  (meters)                     GEOID09
 DC0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0667
 DC0667.The horizontal coordinates were scaled from a topographic map and have
 DC0667.an estimated accuracy of +/- 6 seconds.
 DC0667.
 DC0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0667
 DC0667.The vertical order pertains to the NGVD 29 superseded value.
 DC0667
 DC0667.The geoid height was determined by GEOID09.
 DC0667
 DC0667;                    North         East    Units  Estimated Accuracy
 DC0667;SPC CA 6     -   547,140.    1,918,110.      MT  (+/- 180 meters Scaled)
 DC0667
 DC0667                          SUPERSEDED SURVEY CONTROL
 DC0667
 DC0667  NGVD 29 (??/??/??)    5.008  (m)           16.43   (f) ADJUSTED    1 2
 DC0667
 DC0667.Superseded values are not recommended for survey control.
 DC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0667.See file dsdata.txt to determine how the superseded data were derived.
 DC0667
 DC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS885056(NAD 83)
 DC0667
 DC0667_MARKER: DB = BENCH MARK DISK
 DC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0667_STAMPING: F 750 1945
 DC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0667+STABILITY: SURFACE MOTION
 DC0667
 DC0667  HISTORY     - Date     Condition        Report By
 DC0667  HISTORY     - 1945     MONUMENTED       CGS
 DC0667  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0667
 DC0667                          STATION DESCRIPTION
 DC0667
 DC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0667'2.4 MI W FROM PALM CITY.
 DC0667'2.4 MILES WEST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE AT
 DC0667'PALM CITY, NEAR THE NORTH END OF A LONG CURVE WITH TANGENTS
 DC0667'LEADING NORTH AND SOUTHEAST, AT THE JUNCTION OF A ROAD LEADING
 DC0667'WEST, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 DC0667'SOUTH OF THE CENTERLINE OF THE SIDE ROAD AND 1.3 FEET NORTH OF A
 DC0667'WHITE WOODEN WITNESS POST.  A IRON DISK STAMPED F 750 1945 AND
 DC0667'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DC0667'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0587 ***********************************************************************
 DW0587  DESIGNATION -  F 751
 DW0587  PID         -  DW0587
 DW0587  STATE/COUNTY-  CA/RIVERSIDE
 DW0587  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0587
 DW0587                         *CURRENT SURVEY CONTROL
 DW0587  ___________________________________________________________________
 DW0587* NAD 83(1986)-  33 45 16.     (N)    115 20 02.     (W)     SCALED    
 DW0587* NAVD 88     -       167.44   (+/-2cm)     549.3    (feet)  VERTCON   
 DW0587  ___________________________________________________________________
 DW0587  GEOID HEIGHT-         -32.81  (meters)                     GEOID09
 DW0587  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0587
 DW0587.The horizontal coordinates were scaled from a topographic map and have
 DW0587.an estimated accuracy of +/- 6 seconds.
 DW0587.
 DW0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0587
 DW0587.The vertical order pertains to the NGVD 29 superseded value.
 DW0587
 DW0587.The geoid height was determined by GEOID09.
 DW0587
 DW0587;                    North         East    Units  Estimated Accuracy
 DW0587;SPC CA 6     -   676,470.    2,084,880.      MT  (+/- 180 meters Scaled)
 DW0587
 DW0587                          SUPERSEDED SURVEY CONTROL
 DW0587
 DW0587  NGVD 29 (??/??/??)  166.766  (m)          547.13   (f) ADJUSTED    1 2
 DW0587
 DW0587.Superseded values are not recommended for survey control.
 DW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0587.See file dsdata.txt to determine how the superseded data were derived.
 DW0587
 DW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT543361(NAD 83)
 DW0587
 DW0587_MARKER: DB = BENCH MARK DISK
 DW0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0587_SP_SET: CONCRETE FONDATION
 DW0587_STAMPING: F 751 1945
 DW0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0587
 DW0587  HISTORY     - Date     Condition        Report By
 DW0587  HISTORY     - 1945     MONUMENTED       CGS
 DW0587  HISTORY     - 1985     GOOD             USGS
 DW0587
 DW0587                          STATION DESCRIPTION
 DW0587
 DW0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0587'AT DESERT CENTER ARMY AIR FIELD.
 DW0587'AT DESERT CENTER ARMY AIR FIELD, AT BASE WATER TANK, SET IN THE
 DW0587'CONCRETE FOUNDATION FOR THE SOUTHWEST LEG, 0.3 FOOT NORTHEAST
 DW0587'OF THE SOUTHWEST CORNER, 1.2 FOOT ABOVE THE GROUND.  STAMPED
 DW0587'F 751 1945.
 DW0587
 DW0587                          STATION RECOVERY (1985)
 DW0587
 DW0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0587'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 177 FROM THE DESERT CENTER
 DW0587'TURNOFF ON I-10, THENCE 0.8 MILE SOUTHEAST ALONG PAVED ROAD TO DESERT
 DW0587'CENTER AIRPORT, THENCE ALONG ROAD FORK ABOUT 100 FEET TO FOUNDATION
 DW0587'OF OLD WATER TANK (NEAR DOMISTIC WELL), SET IN THE CONCRETE
 DW0587'FOUNDATION FOR THE SOUTHWEST LEG, 0.3 FOOT NORTHEAST OF THE SOUTHWEST
 DW0587'CORNER, 1.2 FOOT ABOVE GROUND, A USC AND GS STEEL TABLET STAMPED 'F
 DW0587'751 1945'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0495 ***********************************************************************
 FU0495  DESIGNATION -  F 752 USN
 FU0495  PID         -  FU0495
 FU0495  STATE/COUNTY-  CA/KERN
 FU0495  USGS QUAD   -  MOJAVE (1992)
 FU0495
 FU0495                         *CURRENT SURVEY CONTROL
 FU0495  ___________________________________________________________________
 FU0495* NAD 83(1986)-  35 02 51.     (N)    118 09 26.     (W)     SCALED    
 FU0495* NAVD 88     -       831.222  (meters)    2727.10   (feet)  ADJUSTED  
 FU0495  ___________________________________________________________________
 FU0495  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 FU0495  DYNAMIC HT  -         830.272 (meters)    2723.98  (feet)  COMP
 FU0495  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 FU0495
 FU0495  VERT ORDER  -  FIRST     CLASS II
 FU0495
 FU0495.The horizontal coordinates were scaled from a topographic map and have
 FU0495.an estimated accuracy of +/- 6 seconds.
 FU0495.
 FU0495.The orthometric height was determined by differential leveling and
 FU0495.adjusted in June 1991.
 FU0495
 FU0495.The geoid height was determined by GEOID09.
 FU0495
 FU0495.The dynamic height is computed by dividing the NAVD 88
 FU0495.geopotential number by the normal gravity value computed on the
 FU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0495.degrees latitude (g = 980.6199 gals.).
 FU0495
 FU0495.The modeled gravity was interpolated from observed gravity values.
 FU0495
 FU0495;                    North         East    Units  Estimated Accuracy
 FU0495;SPC CA 5     -   671,670.    1,985,660.      MT  (+/- 180 meters Scaled)
 FU0495
 FU0495                          SUPERSEDED SURVEY CONTROL
 FU0495
 FU0495  NGVD 29 (??/??/??)  830.45   (m)         2724.6    (f) RESET       3  
 FU0495
 FU0495.Superseded values are not recommended for survey control.
 FU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0495.See file dsdata.txt to determine how the superseded data were derived.
 FU0495
 FU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944789(NAD 83)
 FU0495
 FU0495_MARKER: DD = SURVEY DISK
 FU0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0495_STAMPING: F 752 NE CORNER NO 3 RE 1018 1942-3
 FU0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0495+STABILITY: SURFACE MOTION
 FU0495
 FU0495  HISTORY     - Date     Condition        Report By
 FU0495  HISTORY     - 1942     MONUMENTED       DOD
 FU0495  HISTORY     - 1962     GOOD             CGS
 FU0495  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0495
 FU0495                          STATION DESCRIPTION
 FU0495
 FU0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0495'AT MOJAVE.
 FU0495'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, 0.5 MILE SOUTH OF THE
 FU0495'ADMINISTRATION BUILDING, 0.7 MILE SOUTH ALONG 2ND STREET FROM
 FU0495'THE CONTROL TOWER, 62 YARDS SOUTH OF THE INTERSECTION OF AN
 FU0495'EAST-WEST ASPHALT ROAD, 50 FEET EAST OF THE CENTER LINE OF THE
 FU0495'ROAD, 1 FOOT SOUTHEAST OF A FENCE CORNER, 19 FEET SOUTH OF THE
 FU0495'SOUTHEAST CORNER OF A WOODEN FRAME BUILDING, 1 FOOT EAST OF A
 FU0495'FENCE 6 1/2 FEET SOUTH OF A POWER POLE WITH TRANSFORMER, 43 FEET
 FU0495'WEST OF THE WEST END OF CONCRETE HEAD WALL FOR TWIN PIPE CULVERTS,
 FU0495'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 FU0495'PROJECTING 0.4 FOOT.
 FU0495
 FU0495                          STATION RECOVERY (2004)
 FU0495
 FU0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0495'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0779 ***********************************************************************
 DX0779  DESIGNATION -  F 753
 DX0779  PID         -  DX0779
 DX0779  STATE/COUNTY-  CA/RIVERSIDE
 DX0779  USGS QUAD   -  PALM SPRINGS (1996)
 DX0779
 DX0779                         *CURRENT SURVEY CONTROL
 DX0779  ___________________________________________________________________
 DX0779* NAD 83(1986)-  33 49 26.     (N)    116 30 41.     (W)     SCALED    
 DX0779* NAVD 88     -       128.23   (+/-2cm)     420.7    (feet)  VERTCON   
 DX0779  ___________________________________________________________________
 DX0779  GEOID HEIGHT-         -32.35  (meters)                     GEOID09
 DX0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0779
 DX0779.The horizontal coordinates were scaled from a topographic map and have
 DX0779.an estimated accuracy of +/- 6 seconds.
 DX0779.
 DX0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0779
 DX0779.The vertical order pertains to the NGVD 29 superseded value.
 DX0779
 DX0779.The geoid height was determined by GEOID09.
 DX0779
 DX0779;                    North         East    Units  Estimated Accuracy
 DX0779;SPC CA 6     -   683,830.    1,975,800.      MT  (+/- 180 meters Scaled)
 DX0779
 DX0779                          SUPERSEDED SURVEY CONTROL
 DX0779
 DX0779  NGVD 29 (??/??/??)  127.506  (m)          418.33   (f) ADJUSTED    1 2
 DX0779
 DX0779.Superseded values are not recommended for survey control.
 DX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0779.See file dsdata.txt to determine how the superseded data were derived.
 DX0779
 DX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT452427(NAD 83)
 DX0779
 DX0779_MARKER: DD = SURVEY DISK
 DX0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0779_STAMPING: F 753
 DX0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0779+STABILITY: SURFACE MOTION
 DX0779
 DX0779  HISTORY     - Date     Condition        Report By
 DX0779  HISTORY     - UNK      MONUMENTED       DOD
 DX0779  HISTORY     - 1945     GOOD             CGS
 DX0779
 DX0779                          STATION DESCRIPTION
 DX0779
 DX0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX0779'AT PALM SPRINGS.
 DX0779'AT PALM SPRINGS ARMY AIR FIELD, AT HEADQUARTERS BUILDING, 0.15
 DX0779'MILE WEST OF CONTROL TOWER ALONG MAIN STREET, SET IN THE TOP OF
 DX0779'CONCRETE FOUNDATION FOR FLAG POLE WHICH IS SURROUNDED BY A 2-FOOT
 DX0779'CIRCULAR STONE WALL, MIDWAY BETWEEN FLAG POLE AND THE CONCRETE
 DX0779'BASE FOR MINATURE BRONZE CANNON, 0.1 FOOT ABOVE GROUND.  A CORPS
 DX0779'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED F 753.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HR0067 ***********************************************************************
 HR0067  DESIGNATION -  F 754
 HR0067  PID         -  HR0067
 HR0067  STATE/COUNTY-  CA/INYO
 HR0067  USGS QUAD   -  POLETA CANYON (1994)
 HR0067
 HR0067                         *CURRENT SURVEY CONTROL
 HR0067  ___________________________________________________________________
 HR0067* NAD 83(1986)-  37 21 42.     (N)    118 22 31.     (W)     SCALED    
 HR0067* NAVD 88     -      1255.61   (+/-2cm)    4119.4    (feet)  VERTCON   
 HR0067  ___________________________________________________________________
 HR0067  GEOID HEIGHT-         -26.23  (meters)                     GEOID09
 HR0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0067
 HR0067.The horizontal coordinates were scaled from a topographic map and have
 HR0067.an estimated accuracy of +/- 6 seconds.
 HR0067.
 HR0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0067
 HR0067.The vertical order pertains to the NGVD 29 superseded value.
 HR0067
 HR0067.The geoid height was determined by GEOID09.
 HR0067
 HR0067;                    North         East    Units  Estimated Accuracy
 HR0067;SPC CA 4     -   725,260.    2,055,340.      MT  (+/- 180 meters Scaled)
 HR0067
 HR0067                          SUPERSEDED SURVEY CONTROL
 HR0067
 HR0067  NGVD 29 (??/??/92) 1254.458  (m)         4115.67   (f) ADJ UNCH    1 2
 HR0067
 HR0067.Superseded values are not recommended for survey control.
 HR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0067.See file dsdata.txt to determine how the superseded data were derived.
 HR0067
 HR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB782358(NAD 83)
 HR0067
 HR0067_MARKER: Z = SEE DESCRIPTION
 HR0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0067_SP_SET: LEAD PLUG
 HR0067_STAMPING: F 754
 HR0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0067
 HR0067  HISTORY     - Date     Condition        Report By
 HR0067  HISTORY     - UNK      MONUMENTED       RBNF
 HR0067  HISTORY     - 1957     MARK NOT FOUND   CGS
 HR0067  HISTORY     - 20030608 MARK NOT FOUND   USPSQD
 HR0067
 HR0067                          STATION DESCRIPTION
 HR0067
 HR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HR0067'1 MI E FROM BISHOP.
 HR0067'ON THE ROAD LEADING FROM THE POST OFFICE AT BISHOP TO BISHOP
 HR0067'AIRPORT, AT THE JUNCTION OF A FARM ROAD LEADING SOUTH, 41 FEET
 HR0067'EAST OF THE CENTERLINE OF THE FARM ROAD, 13 FEET SOUTH OF THE
 HR0067'CENTERLINE OF THE MAIN ROAD, AT A CULVERT, IN THE TOP OF THE
 HR0067'SOUTH CONCRETE HEADWALL (4115.74 USC AND GS BM IS STENCILED
 HR0067'ON THE CULVERT IN BLACK PAINT), AND 1.2 FEET ABOVE THE GROUND.
 HR0067'A BRONZE PIN SET IN A 1-INCH-SQUARE LEAD PLUG EMBEDDED IN THE
 HR0067'CONCRETE HEADWALL.  NOTE-- THE ORIGIN OF THIS MARK IS UNK    .
 HR0067'IT WAS STAMPED F 754 BY A PARTY FROM THIS BUREAU IN APRIL 1945.
 HR0067
 HR0067                          STATION RECOVERY (2003)
 HR0067
 HR0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 HR0067'PROBABLY DESTROYED, NEW CONCRETE WALL POURED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MW0117 ***********************************************************************
 MW0117  DESIGNATION -  F 93
 MW0117  PID         -  MW0117
 MW0117  STATE/COUNTY-  CA/MODOC
 MW0117  USGS QUAD   -  ALTURAS (1993)
 MW0117
 MW0117                         *CURRENT SURVEY CONTROL
 MW0117  ___________________________________________________________________
 MW0117* NAD 83(1986)-  41 29 01.     (N)    120 32 28.     (W)     SCALED    
 MW0117* NAVD 88     -      1331.879  (meters)    4369.67   (feet)  ADJUSTED  
 MW0117  ___________________________________________________________________
 MW0117  GEOID HEIGHT-         -22.18  (meters)                     GEOID09
 MW0117  DYNAMIC HT  -        1330.947 (meters)    4366.62  (feet)  COMP
 MW0117  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 MW0117
 MW0117  VERT ORDER  -  FIRST     CLASS II
 MW0117
 MW0117.The horizontal coordinates were scaled from a topographic map and have
 MW0117.an estimated accuracy of +/- 6 seconds.
 MW0117.
 MW0117.The orthometric height was determined by differential leveling and
 MW0117.adjusted in June 1991.
 MW0117
 MW0117.Photographs are available for this station.
 MW0117
 MW0117.The geoid height was determined by GEOID09.
 MW0117
 MW0117.The dynamic height is computed by dividing the NAVD 88
 MW0117.geopotential number by the normal gravity value computed on the
 MW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0117.degrees latitude (g = 980.6199 gals.).
 MW0117
 MW0117.The modeled gravity was interpolated from observed gravity values.
 MW0117
 MW0117;                    North         East    Units  Estimated Accuracy
 MW0117;SPC CA 1     -   739,780.    2,121,830.      MT  (+/- 180 meters Scaled)
 MW0117
 MW0117                          SUPERSEDED SURVEY CONTROL
 MW0117
 MW0117  NGVD 29 (??/??/??) 1330.786  (m)         4366.09   (f) ADJUSTED    1 2
 MW0117
 MW0117.Superseded values are not recommended for survey control.
 MW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0117.See file dsdata.txt to determine how the superseded data were derived.
 MW0117
 MW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL052953(NAD 83)
 MW0117
 MW0117_MARKER: DB = BENCH MARK DISK
 MW0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0117_SP_SET: BUILDING
 MW0117_STAMPING: 4366.103 F 93 1931
 MW0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MW0117+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2007
 MW0117
 MW0117  HISTORY     - Date     Condition        Report By
 MW0117  HISTORY     - 1931     MONUMENTED       CGS
 MW0117  HISTORY     - 1935     GOOD             CGS
 MW0117  HISTORY     - 20050125 GOOD             NGS
 MW0117  HISTORY     - 20070819 GOOD             ORDT
 MW0117
 MW0117                          STATION DESCRIPTION
 MW0117
 MW0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MW0117'AT ALTURAS.
 MW0117'AT ALTURAS, MODOC COUNTY, AT THE COUNTY COURTHOUSE, AT THE MAIN
 MW0117'ENTRANCE, IN THE WEST FACE OF THE NORTH BALUSTRADE, AND ABOUT 3
 MW0117'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 4366.103 F 93
 MW0117'1931 AND SET VERTICALLY.
 MW0117
 MW0117                          STATION RECOVERY (2005)
 MW0117
 MW0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 MW0117'COURTHOUSE IS ON EAST SIDE OF COURT STREET AND ONE BLOCK EAST OF MAIN
 MW0117'STREET = US 395.  GRAVITY BASE STATION 'ALTURAS' (DOD 1740-1, IGB
 MW0117'15710 , C 14) IS ON SECOND STEP, 1.75 FEET BELOW MARK AND SLIGHTLY TO
 MW0117'NORTH.
 MW0117
 MW0117                          STATION RECOVERY (2007)
 MW0117
 MW0117'RECOVERY NOTE BY OREGON DEPARTMENT OF TRANSPORTATION 2007 (RDO)
 MW0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0176 ***********************************************************************
 DZ0176  DESIGNATION -  FF 65
 DZ0176  PID         -  DZ0176
 DZ0176  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0176  USGS QUAD   -  ORCUTT (1978)
 DZ0176
 DZ0176                         *CURRENT SURVEY CONTROL
 DZ0176  ___________________________________________________________________
 DZ0176* NAD 83(1986)-  34 48 40.     (N)    120 26 43.     (W)     SCALED    
 DZ0176* NAVD 88     -       135.04   (+/-2cm)     443.0    (feet)  VERTCON   
 DZ0176  ___________________________________________________________________
 DZ0176  GEOID HEIGHT-         -35.88  (meters)                     GEOID09
 DZ0176  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0176
 DZ0176.The horizontal coordinates were scaled from a topographic map and have
 DZ0176.an estimated accuracy of +/- 6 seconds.
 DZ0176.
 DZ0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0176
 DZ0176.The vertical order pertains to the NGVD 29 superseded value.
 DZ0176
 DZ0176.The geoid height was determined by GEOID09.
 DZ0176
 DZ0176;                    North         East    Units  Estimated Accuracy
 DZ0176;SPC CA 5     -   648,160.    1,776,300.      MT  (+/- 180 meters Scaled)
 DZ0176
 DZ0176                          SUPERSEDED SURVEY CONTROL
 DZ0176
 DZ0176  NGVD 29 (??/??/92)  134.239  (m)          440.42   (f) ADJ UNCH    1 2
 DZ0176
 DZ0176.Superseded values are not recommended for survey control.
 DZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0176.See file dsdata.txt to determine how the superseded data were derived.
 DZ0176
 DZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD336550(NAD 83)
 DZ0176
 DZ0176_MARKER: DB = BENCH MARK DISK
 DZ0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0176_SP_SET: CULVERT
 DZ0176_STAMPING: F F 65 1945
 DZ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0176
 DZ0176  HISTORY     - Date     Condition        Report By
 DZ0176  HISTORY     - 1945     MONUMENTED       CGS
 DZ0176  HISTORY     - 1956     GOOD             CGS
 DZ0176  HISTORY     - 1973     GOOD             CA-083
 DZ0176
 DZ0176                          STATION DESCRIPTION
 DZ0176
 DZ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0176'4 MI S FROM ORCUTT.
 DZ0176'0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE AT ORCUTT,
 DZ0176'THENCE 3.9 MILES SOUTH ALONG STATE HIGHWAY 1, AT THE T JUNCTION
 DZ0176'OF A PRIVATE ROAD LEADING WEST, EAST OF AND ACROSS THE
 DZ0176'HIGHWAY FROM A STEEL WINDMILL, IN THE TOP OF THE EAST CONCRETE
 DZ0176'HEAD WALL OF 3-BY 9-FOOT CONCRETE BOX CULVERT D-3.45, 38 FEET
 DZ0176'SOUTH OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD,
 DZ0176'12.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST
 DZ0176'OF A WOODEN GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 DZ0176'NOTE-- CONCRETE CULVERT IS PLUGGED BUT STILL VISIBLE, 18.5 FT
 DZ0176'N OF SE END CULVERT HEADWALL AND 13.4 FT S OF NE END CULVERT
 DZ0176'HEADWALL, 47.0 FT NW OF POWER TELEPHONE POLE 1/4, HWY 1 LIES
 DZ0176'100 FT W OF MARK OLD HWY 1 IS NOW GRACIOSA RD.  A METAL GATE HAS
 DZ0176'BEEN INSTALLED ACROSS RD AT THE N END OF CULVERT HEADWALL.
 DZ0176
 DZ0176                          STATION RECOVERY (1973)
 DZ0176
 DZ0176'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973
 DZ0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0434 ***********************************************************************
 DW0434  DESIGNATION -  G 132
 DW0434  PID         -  DW0434
 DW0434  STATE/COUNTY-  CA/RIVERSIDE
 DW0434  USGS QUAD   -  DESERT CENTER (1986)
 DW0434
 DW0434                         *CURRENT SURVEY CONTROL
 DW0434  ___________________________________________________________________
 DW0434* NAD 83(1986)-  33 42 46.     (N)    115 24 09.     (W)     SCALED    
 DW0434* NAVD 88     -       276.813  (meters)     908.18   (feet)  ADJUSTED  
 DW0434  ___________________________________________________________________
 DW0434  GEOID HEIGHT-         -32.72  (meters)                     GEOID09
 DW0434  DYNAMIC HT  -         276.500 (meters)     907.15  (feet)  COMP
 DW0434  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DW0434  OBS GRAVITY -     979,501.3   (mgal)                       GRAV_OBS
 DW0434
 DW0434  VERT ORDER  -  FIRST     CLASS I
 DW0434
 DW0434.The horizontal coordinates were scaled from a topographic map and have
 DW0434.an estimated accuracy of +/- 6 seconds.
 DW0434.
 DW0434.The orthometric height was determined by differential leveling and
 DW0434.adjusted in June 1991.
 DW0434
 DW0434.The geoid height was determined by GEOID09.
 DW0434
 DW0434.The dynamic height is computed by dividing the NAVD 88
 DW0434.geopotential number by the normal gravity value computed on the
 DW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0434.degrees latitude (g = 980.6199 gals.).
 DW0434
 DW0434.The modeled gravity was interpolated from observed gravity values.
 DW0434
 DW0434.The observed gravity was obtained from relative gravimeter ties
 DW0434.to the IGSN71 gravity network.
 DW0434
 DW0434;                    North         East    Units  Estimated Accuracy
 DW0434;SPC CA 6     -   671,790.    2,078,560.      MT  (+/- 180 meters Scaled)
 DW0434
 DW0434                          SUPERSEDED SURVEY CONTROL
 DW0434
 DW0434  NGVD 29 (??/??/92)  276.118  (m)          905.90   (f) ADJ UNCH    1 1
 DW0434
 DW0434.Superseded values are not recommended for survey control.
 DW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0434.See file dsdata.txt to determine how the superseded data were derived.
 DW0434
 DW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT480314(NAD 83)
 DW0434
 DW0434_MARKER: DB = BENCH MARK DISK
 DW0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0434_SP_SET: BUILDING
 DW0434_STAMPING: 905.825 G 132 1933
 DW0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0434+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DW0434
 DW0434  HISTORY     - Date     Condition        Report By
 DW0434  HISTORY     - 1933     MONUMENTED       CGS
 DW0434  HISTORY     - 1945     GOOD             CGS
 DW0434  HISTORY     - 1978     GOOD             NGS
 DW0434  HISTORY     - 20031204 GOOD             NGS
 DW0434
 DW0434                          STATION DESCRIPTION
 DW0434
 DW0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0434'AT DESERT CENTER.
 DW0434'AT DESERT CENTER, RIVERSIDE COUNTY, IN THE NORTH FACE OF THE
 DW0434'DESERT CENTER STORE, 23 FEET EAST OF THE NORTHWEST CORNER,
 DW0434'2 FEET WEST OF THE MAIN ENTRANCE, AND ABOUT 4 FEET HIGHER THAN
 DW0434'THE GROUND.  A STANDARD DISK, STAMPED 905.825 G 132 1933 AND
 DW0434'SET VERTICALLY.
 DW0434
 DW0434                          STATION RECOVERY (1978)
 DW0434
 DW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0434'AT DESERT CENTER, SET VERTICALLY IN THE NORTH FACE OF THE DESERT
 DW0434'CENTER CAFE, ACROSS RACESDALE ROAD FROM THE POST OFFICE, 81 FEET
 DW0434'SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER
 DW0434'OF THE FIRE PLACE, 3 FEET WEST OF THE FRONT ENTRANCE TO THE CAFE.
 DW0434
 DW0434                          STATION RECOVERY (2003)
 DW0434
 DW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DW0434'FORMER HWY US 60 AND US 70 IS NOW RAGSDALE ROAD.  CAFE IS AT 44321
 DW0434'RAGSDALE ROAD AND 0.1 MILES WEST OF CA 177.  GRAVITY BASE STATION
 DW0434''DESERT CENTER' (= DOD 2325-1 = C 332 = IGB 12035 ) IS ON SIDEWALK 3.5
 DW0434'FEET BELOW DISK.
 DW0434'ACCORDING TO LOCAL FOLKLORE AS PER CAFE OWNER, CAFE WAS BUILT HERE IN
 DW0434'1941 WHEN THEN NEW HWY 60 WAS CONSTRUCTED.  SURVEY DISK WAS
 DW0434'TRANSFERRED TO THIS LOCATION FROM FORMER ALIGNMENT OF HWY 60.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW5163 ***********************************************************************
 EW5163  DESIGNATION -  G 609
 EW5163  PID         -  EW5163
 EW5163  STATE/COUNTY-  CA/VENTURA
 EW5163  USGS QUAD   -  CAMARILLO (1967)
 EW5163
 EW5163                         *CURRENT SURVEY CONTROL
 EW5163  ___________________________________________________________________
 EW5163* NAD 83(1986)-  34 11 48.     (N)    119 05 14.     (W)     SCALED    
 EW5163* NAVD 88     -        15.956  (meters)      52.35   (feet)  ADJUSTED  
 EW5163  ___________________________________________________________________
 EW5163  GEOID HEIGHT-         -35.76  (meters)                     GEOID09
 EW5163  DYNAMIC HT  -          15.940 (meters)      52.30  (feet)  COMP
 EW5163  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 EW5163
 EW5163  VERT ORDER  -  FIRST     CLASS I
 EW5163
 EW5163.The horizontal coordinates were scaled from a topographic map and have
 EW5163.an estimated accuracy of +/- 6 seconds.
 EW5163.
 EW5163.The orthometric height was determined by differential leveling and
 EW5163.adjusted in June 1991.
 EW5163
 EW5163.WARNING-Repeat measurements at this control monument indicate possible
 EW5163.vertical movement.
 EW5163
 EW5163.The geoid height was determined by GEOID09.
 EW5163
 EW5163.The dynamic height is computed by dividing the NAVD 88
 EW5163.geopotential number by the normal gravity value computed on the
 EW5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5163.degrees latitude (g = 980.6199 gals.).
 EW5163
 EW5163.The modeled gravity was interpolated from observed gravity values.
 EW5163
 EW5163;                    North         East    Units  Estimated Accuracy
 EW5163;SPC CA 5     -   577,820.    1,899,790.      MT  (+/- 180 meters Scaled)
 EW5163
 EW5163                          SUPERSEDED SURVEY CONTROL
 EW5163
 EW5163  NGVD 29 (??/??/92)   15.232  (m)           49.97   (f) ADJ UNCH    1 1
 EW5163
 EW5163.Superseded values are not recommended for survey control.
 EW5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5163.See file dsdata.txt to determine how the superseded data were derived.
 EW5163
 EW5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT076859(NAD 83)
 EW5163
 EW5163_MARKER: DB = BENCH MARK DISK
 EW5163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5163_SP_SET: HEADWALL
 EW5163_STAMPING: G 609 1942
 EW5163_MARK LOGO: CGS   
 EW5163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5163+STABILITY: SURFACE MOTION
 EW5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5163+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1989
 EW5163
 EW5163  HISTORY     - Date     Condition        Report By
 EW5163  HISTORY     - 1942     MONUMENTED       CGS
 EW5163  HISTORY     - 1951     GOOD             CGS
 EW5163  HISTORY     - 1968     GOOD             CGS
 EW5163  HISTORY     - 1978     GOOD             NGS
 EW5163  HISTORY     - 19890503 GOOD             NGS
 EW5163
 EW5163                          STATION DESCRIPTION
 EW5163
 EW5163'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EW5163'3.8 MI SW FROM CAMARILLO.
 EW5163'3.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW5163'FROM THE STATION AT CAMARILLO, 5.0 MILES EAST OF OXNARD, AT
 EW5163'4- BY 6-FOOT CONCRETE BOX CULVERT 412.76, IN THE TOP OF THE
 EW5163'WEST END OF THE SOUTH CONCRETE HEAD WALL, 68 FEET NORTH OF THE
 EW5163'CENTER LINE OF FIFTH STREET, 8.8 FEET SOUTH OF THE SOUTH RAIL,
 EW5163'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 EW5163
 EW5163                          STATION RECOVERY (1968)
 EW5163
 EW5163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EW5163'RECOVERED IN GOOD CONDITION.
 EW5163
 EW5163                          STATION RECOVERY (1978)
 EW5163
 EW5163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW5163'CORRECTION--3.85 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 EW5163'FROM THE U.S. HIGHWAY 101 OVERPASS AT CAMARILLO.
 EW5163
 EW5163                          STATION RECOVERY (1989)
 EW5163
 EW5163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5163'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 EW5163'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW5163'JUNCTION WITH U.S. HIGHWAY 101 OVERPASS BRIDGE IN CAMARILLO, IN TOP
 EW5163'AND 1.6 M (5.2 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE
 EW5163'HEADWALL OF A 6.0 X 4.0 FT BOX CULVERT, 0.8 KM (0.50 MI) EAST OF WOOD
 EW5163'ROAD.  21.3 M (69.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 34,
 EW5163'2.9 M (9.5 FT) SOUTH OF THE NEAR RAIL AND LEVEL WITH THE HIGHWAY
 EW5163'SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0349 ***********************************************************************
 LV0349  DESIGNATION -  G 735
 LV0349  PID         -  LV0349
 LV0349  STATE/COUNTY-  CA/HUMBOLDT
 LV0349  USGS QUAD   -  EUREKA (1972)
 LV0349
 LV0349                         *CURRENT SURVEY CONTROL
 LV0349  ___________________________________________________________________
 LV0349* NAD 83(1986)-  40 50 16.     (N)    124 10 15.     (W)     SCALED    
 LV0349* NAVD 88     -         5.23   (+/-2cm)      17.2    (feet)  VERTCON   
 LV0349  ___________________________________________________________________
 LV0349  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0349
 LV0349.The horizontal coordinates were scaled from a topographic map and have
 LV0349.an estimated accuracy of +/- 6 seconds.
 LV0349.
 LV0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0349
 LV0349.The vertical order pertains to the NGVD 29 superseded value.
 LV0349
 LV0349.The geoid height was determined by GEOID09.
 LV0349
 LV0349;                    North         East    Units  Estimated Accuracy
 LV0349;SPC CA 1     -   669,320.    1,816,950.      MT  (+/- 180 meters Scaled)
 LV0349
 LV0349                          SUPERSEDED SURVEY CONTROL
 LV0349
 LV0349  NGVD 29 (??/??/??)    4.208  (m)           13.81   (f) ADJUSTED    1 2
 LV0349
 LV0349.Superseded values are not recommended for survey control.
 LV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0349.See file dsdata.txt to determine how the superseded data were derived.
 LV0349
 LV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL012214(NAD 83)
 LV0349
 LV0349_MARKER: DB = BENCH MARK DISK
 LV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0349_STAMPING: G 735 1944
 LV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0349+STABILITY: SURFACE MOTION
 LV0349
 LV0349  HISTORY     - Date     Condition        Report By
 LV0349  HISTORY     - 1944     MONUMENTED       CGS
 LV0349  HISTORY     - 1967     GOOD             CGS
 LV0349  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0349
 LV0349                          STATION DESCRIPTION
 LV0349
 LV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0349'5.6 MI SW FROM ARCATA.
 LV0349'5.6 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0349'OF H STREET AT ARCATA, THENCE 0.05 MILE NORTH ALONG A PORTION
 LV0349'OF THE FORMER SAMOA ROAD, ON A LOW SANDY CUT BANK, 19 FEET
 LV0349'EAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST AND ACROSS
 LV0349'THE ROAD FROM A POWER POLE BEARING A TRANSFORMER, 4.0 FEET
 LV0349'WEST OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT
 LV0349'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LV0349'FLUSH WITH THE GROUND.
 LV0349
 LV0349                          STATION RECOVERY (1988)
 LV0349
 LV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0675 ***********************************************************************
 DC0675  DESIGNATION -  G 741
 DC0675  PID         -  DC0675
 DC0675  STATE/COUNTY-  CA/SAN DIEGO
 DC0675  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0675
 DC0675                         *CURRENT SURVEY CONTROL
 DC0675  ___________________________________________________________________
 DC0675* NAD 83(1986)-  32 34 02.     (N)    117 06 23.     (W)     SCALED    
 DC0675* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 DC0675  ___________________________________________________________________
 DC0675  GEOID HEIGHT-         -35.26  (meters)                     GEOID09
 DC0675  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0675
 DC0675.The horizontal coordinates were scaled from a topographic map and have
 DC0675.an estimated accuracy of +/- 6 seconds.
 DC0675.
 DC0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0675
 DC0675.The vertical order pertains to the NGVD 29 superseded value.
 DC0675
 DC0675.The geoid height was determined by GEOID09.
 DC0675
 DC0675;                    North         East    Units  Estimated Accuracy
 DC0675;SPC CA 6     -   544,750.    1,919,580.      MT  (+/- 180 meters Scaled)
 DC0675
 DC0675                          SUPERSEDED SURVEY CONTROL
 DC0675
 DC0675  NGVD 29 (??/??/??)    7.367  (m)           24.17   (f) ADJUSTED    1 2
 DC0675
 DC0675.Superseded values are not recommended for survey control.
 DC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0675.See file dsdata.txt to determine how the superseded data were derived.
 DC0675
 DC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS900033(NAD 83)
 DC0675
 DC0675_MARKER: DB = BENCH MARK DISK
 DC0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0675_SP_SET: WINCH FOUNDATION
 DC0675_STAMPING: G 741 1945
 DC0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0675
 DC0675  HISTORY     - Date     Condition        Report By
 DC0675  HISTORY     - 1945     MONUMENTED       CGS
 DC0675  HISTORY     - 1955     GOOD             CGS
 DC0675
 DC0675                          STATION DESCRIPTION
 DC0675
 DC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0675'AT REAM NAAS.
 DC0675'AT REAM NAVAL AUXILIARY AIR STATION, ALONG B STREET, IN THE
 DC0675'TOP OF THE APPROXIMATE CENTER OF THE CONCRETE FOUNDATION FOR THE
 DC0675'NORTH LEG OF A LARGE WINCH, 54.6 FEET EAST OF THE EAST CORNER
 DC0675'OF BUILDING 3, 2.0 FEET NORTH OF THE NORTH STEEL LEG, AND
 DC0675'ABOUT 2 1/2 FEET LOWER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0934 ***********************************************************************
 KS0934  DESIGNATION -  G 743
 KS0934  PID         -  KS0934
 KS0934  STATE/COUNTY-  CA/YUBA
 KS0934  USGS QUAD   -  OLIVEHURST (1973)
 KS0934
 KS0934                         *CURRENT SURVEY CONTROL
 KS0934  ___________________________________________________________________
 KS0934* NAD 83(1986)-  39 05 49.     (N)    121 33 58.     (W)     SCALED    
 KS0934* NAVD 88     -        18.882  (meters)      61.95   (feet)  ADJUSTED  
 KS0934  ___________________________________________________________________
 KS0934  GEOID HEIGHT-         -29.38  (meters)                     GEOID09
 KS0934  DYNAMIC HT  -          18.870 (meters)      61.91  (feet)  COMP
 KS0934  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KS0934
 KS0934  VERT ORDER  -  FIRST     CLASS II
 KS0934
 KS0934.This mark is at Yuba County Airport (MYV)
 KS0934
 KS0934.The horizontal coordinates were scaled from a topographic map and have
 KS0934.an estimated accuracy of +/- 6 seconds.
 KS0934.
 KS0934.The orthometric height was determined by differential leveling and
 KS0934.adjusted in June 1991.
 KS0934
 KS0934.WARNING-Repeat measurements at this control monument indicate possible
 KS0934.vertical movement.
 KS0934
 KS0934.The geoid height was determined by GEOID09.
 KS0934
 KS0934.The dynamic height is computed by dividing the NAVD 88
 KS0934.geopotential number by the normal gravity value computed on the
 KS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0934.degrees latitude (g = 980.6199 gals.).
 KS0934
 KS0934.The modeled gravity was interpolated from observed gravity values.
 KS0934
 KS0934;                    North         East    Units  Estimated Accuracy
 KS0934;SPC CA 2     -   658,860.    2,037,530.      MT  (+/- 180 meters Scaled)
 KS0934
 KS0934                          SUPERSEDED SURVEY CONTROL
 KS0934
 KS0934  NGVD 29 (??/??/??)   18.186  (m)           59.67   (f) ADJUSTED    1 2
 KS0934
 KS0934.Superseded values are not recommended for survey control.
 KS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0934.See file dsdata.txt to determine how the superseded data were derived.
 KS0934
 KS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ239285(NAD 83)
 KS0934
 KS0934_MARKER: DB = BENCH MARK DISK
 KS0934_SETTING: 0 = UNSPECIFIED SETTING
 KS0934_STAMPING: G 743 1944
 KS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0934
 KS0934  HISTORY     - Date     Condition        Report By
 KS0934  HISTORY     - 1944     MONUMENTED       CGS
 KS0934  HISTORY     - 1948     GOOD             CGS
 KS0934  HISTORY     - 1964     MARK NOT FOUND   CGS
 KS0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0934
 KS0934                          STATION DESCRIPTION
 KS0934
 KS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0934'3 MI S FROM MARYSVILLE.
 KS0934'AT MARYSVILLE ARMY AIR FIELD, YUBA COUNTY, 10 FEET NORTH-NORTHEAST
 KS0934'OF THE NORTHWEST CORNER OF THE HANGAR BEARING THE CONTROL
 KS0934'TOWER, 1.5 FEET WEST OF THE WEST EDGE OF A WALK LEADING TO THE
 KS0934'CONTROL-TOWER STAIRS, 1 FOOT SOUTH OF THE SOUTH EDGE OF A PAVED
 KS0934'WALK ALONG THE NORTH SIDE OF THE HANGAR, AND 1.5 FEET NORTH OF
 KS0934'A WHITE WOODEN WITNESS POST.
 KS0934
 KS0934                          STATION RECOVERY (1964)
 KS0934
 KS0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KS0934'MARK NOT FOUND.
 KS0934
 KS0934                          STATION RECOVERY (1987)
 KS0934
 KS0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0101 ***********************************************************************
 HS0101  DESIGNATION -  G 745
 HS0101  PID         -  HS0101
 HS0101  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0101  USGS QUAD   -  STOCKTON EAST (1987)
 HS0101
 HS0101                         *CURRENT SURVEY CONTROL
 HS0101  ___________________________________________________________________
 HS0101* NAD 83(1986)-  37 53 29.     (N)    121 15 02.     (W)     SCALED    
 HS0101* NAVD 88     -         7.07   (+/-2cm)      23.2    (feet)  VERTCON   
 HS0101  ___________________________________________________________________
 HS0101  GEOID HEIGHT-         -31.97  (meters)                     GEOID09
 HS0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0101
 HS0101.This mark is at Stockton Metro Airport (SCK)
 HS0101
 HS0101.The horizontal coordinates were scaled from a topographic map and have
 HS0101.an estimated accuracy of +/- 6 seconds.
 HS0101.
 HS0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0101
 HS0101.The vertical order pertains to the NGVD 29 superseded value.
 HS0101
 HS0101.The geoid height was determined by GEOID09.
 HS0101
 HS0101;                    North         East    Units  Estimated Accuracy
 HS0101;SPC CA 3     -   654,680.    1,933,990.      MT  (+/- 180 meters Scaled)
 HS0101
 HS0101                          SUPERSEDED SURVEY CONTROL
 HS0101
 HS0101  NGVD 29 (??/??/92)    6.394  (m)           20.98   (f) ADJ UNCH    1 2
 HS0101
 HS0101.Superseded values are not recommended for survey control.
 HS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0101.See file dsdata.txt to determine how the superseded data were derived.
 HS0101
 HS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG538952(NAD 83)
 HS0101
 HS0101_MARKER: DB = BENCH MARK DISK
 HS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0101_STAMPING: G 745 1945
 HS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0101+STABILITY: SURFACE MOTION
 HS0101
 HS0101  HISTORY     - Date     Condition        Report By
 HS0101  HISTORY     - 1945     MONUMENTED       CGS
 HS0101  HISTORY     - 1951     GOOD             CGS
 HS0101  HISTORY     - 1973     GOOD             NGS
 HS0101
 HS0101                          STATION DESCRIPTION
 HS0101
 HS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HS0101'AT STOCKTON FIELD.
 HS0101'AT STOCKTON FIELD, AT THE ENTRANCE TO THE SHARPE GENERAL DEPOT
 HS0101'(WHICH IS THE PORTION OF THE FIELD STILL CONTROLLED BY THE U.S.
 HS0101'ARMY), 127.1 FEET EAST OF THE CENTER LINE OF DURHAM FERRY ROAD,
 HS0101'48.8 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK AROUND THE
 HS0101'STOCKTON FIELD HONOR ROLL, 29.6 FEET SOUTH OF THE SOUTHEAST
 HS0101'CORNER OF THE SENTRY BOOTH, 10 1/2 FEET SOUTHEAST OF A STEEL
 HS0101'LIGHTPOST, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 HS0101'THAN DURHAM FERRY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS0101'PROJECTING 0.3 FEET.
 HS0101
 HS0101                          STATION RECOVERY (1973)
 HS0101
 HS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HS0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT1607 ***********************************************************************
 GT1607  DESIGNATION -  G 746
 GT1607  PID         -  GT1607
 GT1607  STATE/COUNTY-  CA/FRESNO
 GT1607  USGS QUAD   -  CLOVIS (1981)
 GT1607
 GT1607                         *CURRENT SURVEY CONTROL
 GT1607  ___________________________________________________________________
 GT1607* NAD 83(1986)-  36 46 46.     (N)    119 42 21.     (W)     SCALED    
 GT1607* NAVD 88     -       102.83   (+/-2cm)     337.4    (feet)  VERTCON   
 GT1607  ___________________________________________________________________
 GT1607  GEOID HEIGHT-         -31.72  (meters)                     GEOID09
 GT1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1607
 GT1607.This mark is at Fresno Air Terminal Airport (FAT)
 GT1607
 GT1607.The horizontal coordinates were scaled from a topographic map and have
 GT1607.an estimated accuracy of +/- 6 seconds.
 GT1607.
 GT1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1607
 GT1607.The vertical order pertains to the NGVD 29 superseded value.
 GT1607
 GT1607.The geoid height was determined by GEOID09.
 GT1607
 GT1607;                    North         East    Units  Estimated Accuracy
 GT1607;SPC CA 4     -   660,700.    1,937,000.      MT  (+/- 180 meters Scaled)
 GT1607
 GT1607                          SUPERSEDED SURVEY CONTROL
 GT1607
 GT1607  NGVD 29 (??/??/92)  102.06   (m)          334.8    (f) COMPUTED    2 0
 GT1607
 GT1607.Superseded values are not recommended for survey control.
 GT1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1607.See file dsdata.txt to determine how the superseded data were derived.
 GT1607
 GT1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA585738(NAD 83)
 GT1607
 GT1607_MARKER: DB = BENCH MARK DISK
 GT1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1607+STABILITY: SURFACE MOTION
 GT1607
 GT1607  HISTORY     - Date     Condition        Report By
 GT1607  HISTORY     - UNK      MONUMENTED       CGS
 GT1607  HISTORY     - 1959     MARK NOT FOUND   CGS
 GT1607
 GT1607                          STATION DESCRIPTION
 GT1607
 GT1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GT1607'AT HAMMER FIELD.
 GT1607'AT FRESNO, AT HAMMER FIELD, DIRECTLY IN FRONT OF THE MAIN
 GT1607'ENTRANCE TO THE HEADQUARTERS BUILDING, BETWEEN AVENUE F AND
 GT1607'AVENUE A, 25.9 FEET WEST OF THE CENTERLINE OF SECOND STREET,
 GT1607'17.4 FEET SOUTHEAST OF FLAG POLE, AT THE SOUTHEAST CORNER OF
 GT1607'THE GRASS PLOT ON THE NORTH SIDE OF THE GRAVEL SIDEWALK WHICH
 GT1607'BISECTS THE PARK IN FRONT OF THE HEADQUARTERS BUILDING, SET
 GT1607'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 GT1607'LEVEL OF THE GRASS AND SIDEWALK.  NOTE-- THE HEADQUARTERS
 GT1607'BUILDING HAS BEEN REMOVED AND A GOLF COURSE IS NOW AT THIS
 GT1607'LOCATION.  HAMMER FIELD HAS BEEN TAKEN OVER BY FRESNO AIR
 GT1607'TERMINAL AND PRIVATE INDUSTRY IS NOW LOCATED HERE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0046 ***********************************************************************
 DY0046  DESIGNATION -  G 749
 DY0046  PID         -  DY0046
 DY0046  STATE/COUNTY-  CA/LOS ANGELES
 DY0046  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0046
 DY0046                         *CURRENT SURVEY CONTROL
 DY0046  ___________________________________________________________________
 DY0046* NAD 83(1986)-  33 49 04.     (N)    118 03 46.     (W)     SCALED    
 DY0046* NAVD 88     -         9.48   (+/-2cm)      31.1    (feet)  VERTCON   
 DY0046  ___________________________________________________________________
 DY0046  GEOID HEIGHT-         -35.63  (meters)                     GEOID09
 DY0046  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0046
 DY0046.The horizontal coordinates were scaled from a topographic map and have
 DY0046.an estimated accuracy of +/- 6 seconds.
 DY0046.
 DY0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0046
 DY0046.The vertical order pertains to the NGVD 29 superseded value.
 DY0046
 DY0046.The geoid height was determined by GEOID09.
 DY0046
 DY0046;                    North         East    Units  Estimated Accuracy
 DY0046;SPC CA 5     -   535,250.    1,994,190.      MT  (+/- 180 meters Scaled)
 DY0046
 DY0046                          SUPERSEDED SURVEY CONTROL
 DY0046
 DY0046  NGVD 29 (??/??/92)    8.756  (m)           28.73   (f) ADJ UNCH    1 2
 DY0046
 DY0046.Superseded values are not recommended for survey control.
 DY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0046.See file dsdata.txt to determine how the superseded data were derived.
 DY0046
 DY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016424(NAD 83)
 DY0046
 DY0046_MARKER: DB = BENCH MARK DISK
 DY0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0046_SP_SET: CONCRETE FOUNDATION
 DY0046_STAMPING: G 749 1945
 DY0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0046
 DY0046  HISTORY     - Date     Condition        Report By
 DY0046  HISTORY     - 1945     MONUMENTED       CGS
 DY0046  HISTORY     - 1958     GOOD             CGS
 DY0046
 DY0046                          STATION DESCRIPTION
 DY0046
 DY0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0046'1.7 MI NW FROM LOS ALAMITOS NAS.
 DY0046'1.7 MILES NORTHWEST ALONG BLOOMFIELD AVENUE FROM THE MAIN GATE
 DY0046'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE NORTHWEST
 DY0046'CORNER OF CONCRETE FOUNDATION OF MANHOLE TO OIL VALVES IN PIPE
 DY0046'LINE, AT INTERSECTION OF THE AVE, AND BALL ROAD, 27 FEET NORTH
 DY0046'OF CENTER-LINE OF THE ROAD, 22.8 FEET WEST OF CENTER-LINE OF
 DY0046'THE AVE, 1.2 FEET SOUTHEAST OF NORTHWEST CORNER OF FOUNDATION.
 DY0046'IRON BENCH MARK DISK, STAMPED G 749 1945.
 DY0046
 DY0046                          STATION RECOVERY (1958)
 DY0046
 DY0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0665 ***********************************************************************
 DC0665  DESIGNATION -  G 750
 DC0665  PID         -  DC0665
 DC0665  STATE/COUNTY-  CA/SAN DIEGO
 DC0665  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0665
 DC0665                         *CURRENT SURVEY CONTROL
 DC0665  ___________________________________________________________________
 DC0665* NAD 83(1992)-  32 36 15.87887(N)    117 07 31.20576(W)     ADJUSTED  
 DC0665* NAVD 88     -         4.27   (+/-2cm)      14.0    (feet)  VERTCON   
 DC0665  ___________________________________________________________________
 DC0665  EPOCH DATE  -        1991.35
 DC0665  LAPLACE CORR-           6.54  (seconds)                    DEFLEC09
 DC0665  GEOID HEIGHT-         -35.27  (meters)                     GEOID09
 DC0665  HORZ ORDER  -  THIRD
 DC0665  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0665
 DC0665.The horizontal coordinates were established by classical geodetic methods
 DC0665.and adjusted by the National Geodetic Survey in June 1996.
 DC0665.
 DC0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0665
 DC0665.The vertical order pertains to the NGVD 29 superseded value.
 DC0665
 DC0665.The Laplace correction was computed from DEFLEC09 derived deflections.
 DC0665
 DC0665.The geoid height was determined by GEOID09.
 DC0665
 DC0665;                    North         East     Units Scale Factor Converg.
 DC0665;SPC CA 6     -   548,892.411 1,917,832.163   MT  1.00003459   -0 28 51.6
 DC0665;SPC CA 6     - 1,800,824.52  6,292,087.69   sFT  1.00003459   -0 28 51.6
 DC0665;UTM  11      - 3,607,440.207   488,239.760   MT  0.99960171   -0 04 03.1
 DC0665
 DC0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC0665!SPC CA 6     -   1.00000487  x   1.00003459  =   1.00003946
 DC0665!UTM  11      -   1.00000487  x   0.99960171  =   0.99960658
 DC0665
 DC0665                          SUPERSEDED SURVEY CONTROL
 DC0665
 DC0665  NAD 83(1986)-  32 36 15.87464(N)    117 07 31.20343(W) AD(1984.00) 3
 DC0665  NAD 27      -  32 36 15.67749(N)    117 07 28.10309(W) AD(       ) 3
 DC0665  NGVD 29 (??/??/??)    3.637  (m)           11.93   (f) ADJUSTED    1 2
 DC0665
 DC0665.Superseded values are not recommended for survey control.
 DC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0665.See file dsdata.txt to determine how the superseded data were derived.
 DC0665
 DC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8823907440(NAD 83)
 DC0665
 DC0665_MARKER: DB = BENCH MARK DISK
 DC0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0665_STAMPING: G 750 1945
 DC0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0665+STABILITY: SURFACE MOTION
 DC0665
 DC0665  HISTORY     - Date     Condition        Report By
 DC0665  HISTORY     - 1963     MONUMENTED       CGS
 DC0665  HISTORY     - 1955     GOOD             CGS
 DC0665  HISTORY     - 1970     GOOD             NGS
 DC0665  HISTORY     - 1975     GOOD             NGS
 DC0665
 DC0665                          STATION DESCRIPTION
 DC0665
 DC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 DC0665'LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF THE CITY OF
 DC0665'IMPERIAL BEACH, ON THE SOUTHWEST SHORE OF SOUTH SAN DIEGO BAY,
 DC0665'ON THE OUTSIDE OF A CURVE OF THE STATE HIGHWAY 75, BETWEEN
 DC0665'IMPERIAL BEACH AND CORONADO.
 DC0665'
 DC0665'THE STATION IS AN IRON BENCH MARK DISK STAMPED G 750 1945
 DC0665'SET IN THE TOP OF A 7-INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 DC0665'3 INCHES.  IT 97.5 FEET WEST-SOUTHWEST OF WOODEN POWER
 DC0665'POLE NO. 87796, 9.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 DC0665'A RAILROAD TRACK AND 1.1 FEET NORTHEAST OF THE NORTHEAST
 DC0665'CURB OF STATE HIGHWAY 75.
 DC0665'
 DC0665'TO REACH FROM STATE HIGHWAY 75 (PALM AVENUE) AND NINTH STREET
 DC0665'IN IMPERIAL BEACH, GO 1.8 MILES WEST ALONG STATE HIGHWAY
 DC0665'75 (TOWARD CORONADO) AND STATION ON THE RIGHT.
 DC0665
 DC0665                          STATION RECOVERY (1955)
 DC0665
 DC0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DC0665'3.6 MI NW FROM PALM CITY.
 DC0665'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 75 FROM THE SAN DIEGO
 DC0665'AND ARIZONA EASTERN RAILWAY CROSSING AT PALM CITY, ON THE
 DC0665'OUTSIDE OF A CURVE, BETWEEN THE HIGHWAY AND A SPUR TRACK OF THE
 DC0665'RAILWAY, 244 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF HIGHWAY
 DC0665'CATCH BASIN A-257-00, 9.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 DC0665'1.1 FEET NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 2.0
 DC0665'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 DC0665'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 DC0665'FOOT ABOVE THE GROUND.
 DC0665
 DC0665                          STATION RECOVERY (1970)
 DC0665
 DC0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 DC0665'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963.
 DC0665'
 DC0665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 DC0665'MILES NNW OF IMPERIAL BEACH
 DC0665
 DC0665                          STATION RECOVERY (1975)
 DC0665
 DC0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 DC0665'STATION WAS RECOVERED AS DESCRIBED.  RAILROAD TRACK RAIL
 DC0665'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0589 ***********************************************************************
 DW0589  DESIGNATION -  G 751 USE
 DW0589  PID         -  DW0589
 DW0589  STATE/COUNTY-  CA/RIVERSIDE
 DW0589  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0589
 DW0589                         *CURRENT SURVEY CONTROL
 DW0589  ___________________________________________________________________
 DW0589* NAD 83(1986)-  33 45 14.     (N)    115 20 09.     (W)     SCALED    
 DW0589* NAVD 88     -       166.86   (+/-2cm)     547.4    (feet)  VERTCON   
 DW0589  ___________________________________________________________________
 DW0589  GEOID HEIGHT-         -32.81  (meters)                     GEOID09
 DW0589  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0589
 DW0589.The horizontal coordinates were scaled from a topographic map and have
 DW0589.an estimated accuracy of +/- 6 seconds.
 DW0589.
 DW0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0589
 DW0589.The vertical order pertains to the NGVD 29 superseded value.
 DW0589
 DW0589.The geoid height was determined by GEOID09.
 DW0589
 DW0589;                    North         East    Units  Estimated Accuracy
 DW0589;SPC CA 6     -   676,400.    2,084,700.      MT  (+/- 180 meters Scaled)
 DW0589
 DW0589                          SUPERSEDED SURVEY CONTROL
 DW0589
 DW0589  NGVD 29 (??/??/??)  166.192  (m)          545.25   (f) ADJUSTED    1 2
 DW0589
 DW0589.Superseded values are not recommended for survey control.
 DW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0589.See file dsdata.txt to determine how the superseded data were derived.
 DW0589
 DW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT541361(NAD 83)
 DW0589
 DW0589_MARKER: DD = SURVEY DISK
 DW0589_SETTING: 0 = UNSPECIFIED SETTING
 DW0589_STAMPING: G 751
 DW0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0589
 DW0589  HISTORY     - Date     Condition        Report By
 DW0589  HISTORY     - UNK      MONUMENTED       DOD
 DW0589  HISTORY     - 1945     GOOD             CGS
 DW0589
 DW0589                          STATION DESCRIPTION
 DW0589
 DW0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0589'AT DESERT CENTER ARMY AIR FIELD.
 DW0589'AT DESERT CENTER ARMY AIR FIELD, AT BASE HEADQUARTERS, 0.3 MILE
 DW0589'EAST OF MAIN GATE, IN LINE WITH CENTER OF PAVED STREET TO MAIN
 DW0589'GATE AND IN LINE WITH CENTER OF HEADQUARTERS BUILDING, 0.4 FOOT
 DW0589'EAST OF CENTER OF WEST EDGE OF CONCRETE FOUNDATION FOR FLAG
 DW0589'POLE, 0.1 FOOT ABOVE GROUND.  STAMPED G 751.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0497 ***********************************************************************
 FU0497  DESIGNATION -  G 752 K CO
 FU0497  PID         -  FU0497
 FU0497  STATE/COUNTY-  CA/KERN
 FU0497  USGS QUAD   -  MOJAVE (1992)
 FU0497
 FU0497                         *CURRENT SURVEY CONTROL
 FU0497  ___________________________________________________________________
 FU0497* NAD 83(1986)-  35 02 51.     (N)    118 09 26.     (W)     SCALED    
 FU0497* NAVD 88     -       831.87   (+/-2cm)    2729.2    (feet)  VERTCON   
 FU0497  ___________________________________________________________________
 FU0497  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 FU0497  VERT ORDER  -  THIRD (See Below)
 FU0497
 FU0497.The horizontal coordinates were scaled from a topographic map and have
 FU0497.an estimated accuracy of +/- 6 seconds.
 FU0497.
 FU0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0497
 FU0497.The vertical order pertains to the NGVD 29 superseded value.
 FU0497
 FU0497.The geoid height was determined by GEOID09.
 FU0497
 FU0497;                    North         East    Units  Estimated Accuracy
 FU0497;SPC CA 5     -   671,670.    1,985,660.      MT  (+/- 180 meters Scaled)
 FU0497
 FU0497                          SUPERSEDED SURVEY CONTROL
 FU0497
 FU0497  NGVD 29 (??/??/??)  831.04   (m)         2726.5    (f) RESET       3  
 FU0497
 FU0497.Superseded values are not recommended for survey control.
 FU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0497.See file dsdata.txt to determine how the superseded data were derived.
 FU0497
 FU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944789(NAD 83)
 FU0497
 FU0497_MARKER: P = PIPE CAP
 FU0497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0497_STAMPING: G 752 CENTER SEC 16
 FU0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0497
 FU0497  HISTORY     - Date     Condition        Report By
 FU0497  HISTORY     - UNK      MONUMENTED       CGS
 FU0497  HISTORY     - 1945     GOOD             CGS
 FU0497  HISTORY     - 1973     MARK NOT FOUND   USGS
 FU0497
 FU0497                          STATION DESCRIPTION
 FU0497
 FU0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FU0497'AT MOJAVE.
 FU0497'AT MOJAVE, AT MOJAVE MARINE CORPS AIR STATION, AT THE SOUTH GATE,
 FU0497'163.3 FEET WEST OF CENTERLINE OF PAVED ROAD (2ND STREET) AND
 FU0497'CENTER OF GATE, 33.4 FEET NORTHWEST OF NORTH CORNER OF HOUSING
 FU0497'PROJECT UNIT, 1.0 FOOT SOUTH OF BOUNDARY FENCE LINE, SCREWED
 FU0497'ON TOP OF 2-INCH PIPE REINFORCED WITH WHITE PAINTED CONCRETE
 FU0497'AND PROJECTING 0.5 FOOT ABOVE GROUND.
 FU0497
 FU0497                          STATION RECOVERY (1973)
 FU0497
 FU0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FU0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0820 ***********************************************************************
 DX0820  DESIGNATION -  G 753
 DX0820  PID         -  DX0820
 DX0820  STATE/COUNTY-  CA/RIVERSIDE
 DX0820  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0820
 DX0820                         *CURRENT SURVEY CONTROL
 DX0820  ___________________________________________________________________
 DX0820* NAD 83(1986)-  33 53 06.     (N)    116 32 43.     (W)     SCALED    
 DX0820* NAVD 88     -       195.83   (+/-2cm)     642.5    (feet)  VERTCON   
 DX0820  ___________________________________________________________________
 DX0820  GEOID HEIGHT-         -32.24  (meters)                     GEOID09
 DX0820  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0820
 DX0820.The horizontal coordinates were scaled from a topographic map and have
 DX0820.an estimated accuracy of +/- 6 seconds.
 DX0820.
 DX0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0820
 DX0820.The vertical order pertains to the NGVD 29 superseded value.
 DX0820
 DX0820.The geoid height was determined by GEOID09.
 DX0820
 DX0820;                    North         East    Units  Estimated Accuracy
 DX0820;SPC CA 6     -   690,610.    1,972,680.      MT  (+/- 180 meters Scaled)
 DX0820
 DX0820                          SUPERSEDED SURVEY CONTROL
 DX0820
 DX0820  NGVD 29 (??/??/??)  195.089  (m)          640.05   (f) ADJUSTED    1 2
 DX0820
 DX0820.Superseded values are not recommended for survey control.
 DX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0820.See file dsdata.txt to determine how the superseded data were derived.
 DX0820
 DX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT420494(NAD 83)
 DX0820
 DX0820_MARKER: DB = BENCH MARK DISK
 DX0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0820_STAMPING: G 753 1945
 DX0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0820+STABILITY: SURFACE MOTION
 DX0820
 DX0820  HISTORY     - Date     Condition        Report By
 DX0820  HISTORY     - 1945     MONUMENTED       CGS
 DX0820  HISTORY     - 1960     GOOD             CGS
 DX0820
 DX0820                          STATION DESCRIPTION
 DX0820
 DX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DX0820'1 MI S FROM GARNET.
 DX0820'1.0 MILE SOUTH OF THE SOUTHERN PACIFIC RAILROAD STATION AT
 DX0820'GARNET, 0.75 MILE SOUTH OF THE OVERPASS AND ON THE EAST SIDE OF
 DX0820'INDIAN AVENUE, IN LINE WITH THE POWER LINE POLES, 119.5 FEET
 DX0820'SOUTH OF A POWER LINE POLE PAINTED BM, 55.2 FEET EAST OF THE
 DX0820'CENTERLINE OF INDIAN AVENUE AND SET IN THE TOP OF A CONCRETE
 DX0820'POST PROJECTING ABOUT 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1018 ***********************************************************************
 JS1018  DESIGNATION -  GWM 31 USGS
 JS1018  PID         -  JS1018
 JS1018  STATE/COUNTY-  CA/SACRAMENTO
 JS1018  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1018
 JS1018                         *CURRENT SURVEY CONTROL
 JS1018  ___________________________________________________________________
 JS1018* NAD 83(1986)-  38 32 22.     (N)    121 29 31.     (W)     SCALED    
 JS1018* NAVD 88     -         7.74   (+/-2cm)      25.4    (feet)  VERTCON   
 JS1018  ___________________________________________________________________
 JS1018  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 JS1018  VERT ORDER  -  THIRD (See Below)
 JS1018
 JS1018.The horizontal coordinates were scaled from a topographic map and have
 JS1018.an estimated accuracy of +/- 6 seconds.
 JS1018.
 JS1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1018
 JS1018.The vertical order pertains to the NGVD 29 superseded value.
 JS1018
 JS1018.The geoid height was determined by GEOID09.
 JS1018
 JS1018;                    North         East    Units  Estimated Accuracy
 JS1018;SPC CA 2     -   597,010.    2,044,290.      MT  (+/- 180 meters Scaled)
 JS1018
 JS1018                          SUPERSEDED SURVEY CONTROL
 JS1018
 JS1018  NGVD 29 (??/??/??)    6.97   (m)           22.9    (f) RESET       3  
 JS1018
 JS1018.Superseded values are not recommended for survey control.
 JS1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1018.See file dsdata.txt to determine how the superseded data were derived.
 JS1018
 JS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH314667(NAD 83)
 JS1018
 JS1018_MARKER: DD = SURVEY DISK
 JS1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1018_SP_SET: STEP
 JS1018_STAMPING: GWM 31 23 1937
 JS1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1018
 JS1018  HISTORY     - Date     Condition        Report By
 JS1018  HISTORY     - 1937     MONUMENTED       USGS
 JS1018  HISTORY     - 1945     GOOD             CGS
 JS1018  HISTORY     - 20040210 MARK NOT FOUND   INDIV
 JS1018
 JS1018                          STATION DESCRIPTION
 JS1018
 JS1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS1018'AT SACRAMENTO.
 JS1018'AT SACRAMENTO, AT SACRAMENTO JUNIOR COLLEGE, 209.0 FEET EAST OF
 JS1018'EAST CURB OF FREEPORT ROAD, AT THE SOUTH END OF ARCADE BORDERING
 JS1018'ALONG THE WEST SIDE OF THE SOUTHWEST WING OF THE MAIN (BRICK)
 JS1018'BUILDING AT THE COLLEGE, 30.0 FEET NORTH OF THE SOUTHWEST CORNER
 JS1018'OF THE BUILDING, AT A SET OF CONCRETE STEPS LEADING TO ARCADE,
 JS1018'SET IN THE TOP OF THE SOUTH END OF THE SECOND STEP FROM THE
 JS1018'BOTTOM, 1.0 FOOT NORTH OF THE SOUTH END OF THE STEP, 1.0 FOOT
 JS1018'WEST OF THE WEST FACE OF THE BUILDING, 0.4 FOOT ABOVE THE GROUND.
 JS1018'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED GWM
 JS1018'31 23 1937.
 JS1018
 JS1018                          STATION RECOVERY (2004)
 JS1018
 JS1018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JS1018'THE BRICK BUILDING, ARCADE, AND STEPS REFERRED TO AS THE ORIGINAL SITE
 JS1018'OF THE BENCHMARK NO LONGER EXIST, AND THE AREA WHERE THE BENCHMARK
 JS1018'SHOULD BE IS NOW A PARKING LOT. THE DATE OF DEMOLITION FOR THE
 JS1018'BUILDING IS UNKNOWN BUT PROBABLY IN THE 1970'S.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0089 ***********************************************************************
 LU0089  DESIGNATION -  H 15
 LU0089  PID         -  LU0089
 LU0089  STATE/COUNTY-  CA/SHASTA
 LU0089  USGS QUAD   -  REDDING (1969)
 LU0089
 LU0089                         *CURRENT SURVEY CONTROL
 LU0089  ___________________________________________________________________
 LU0089* NAD 83(1986)-  40 34 52.     (N)    122 23 32.     (W)     SCALED    
 LU0089* NAVD 88     -       168.670  (meters)     553.38   (feet)  ADJUSTED  
 LU0089  ___________________________________________________________________
 LU0089  GEOID HEIGHT-         -27.53  (meters)                     GEOID09
 LU0089  DYNAMIC HT  -         168.586 (meters)     553.10  (feet)  COMP
 LU0089  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LU0089
 LU0089  VERT ORDER  -  FIRST     CLASS II
 LU0089
 LU0089.The horizontal coordinates were scaled from a topographic map and have
 LU0089.an estimated accuracy of +/- 6 seconds.
 LU0089.
 LU0089.The orthometric height was determined by differential leveling and
 LU0089.adjusted in June 1991.
 LU0089
 LU0089.The geoid height was determined by GEOID09.
 LU0089
 LU0089.The dynamic height is computed by dividing the NAVD 88
 LU0089.geopotential number by the normal gravity value computed on the
 LU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0089.degrees latitude (g = 980.6199 gals.).
 LU0089
 LU0089.The modeled gravity was interpolated from observed gravity values.
 LU0089
 LU0089;                    North         East    Units  Estimated Accuracy
 LU0089;SPC CA 1     -   638,620.    1,966,800.      MT  (+/- 180 meters Scaled)
 LU0089
 LU0089                          SUPERSEDED SURVEY CONTROL
 LU0089
 LU0089  NGVD 29 (12/02/92)  167.869  (m)          550.75   (f) ADJUSTED    1 2
 LU0089
 LU0089.Superseded values are not recommended for survey control.
 LU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0089.See file dsdata.txt to determine how the superseded data were derived.
 LU0089
 LU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK514924(NAD 83)
 LU0089
 LU0089_MARKER: DB = BENCH MARK DISK
 LU0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0089_SP_SET: HEADWALL
 LU0089_STAMPING: H 15 1919 550.435 FEET
 LU0089_MARK LOGO: CGS   
 LU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0089+STABILITY: SURFACE MOTION
 LU0089
 LU0089  HISTORY     - Date     Condition        Report By
 LU0089  HISTORY     - 1919     MONUMENTED       CGS
 LU0089  HISTORY     - 1957     GOOD             CGS
 LU0089  HISTORY     - 1988     GOOD             NGS
 LU0089
 LU0089                          STATION DESCRIPTION
 LU0089
 LU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LU0089'AT REDDING.
 LU0089'AT REDDING, SHASTA COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 LU0089'ABOUT 500 FEET SOUTH OF THE STATION, ABOUT 400 FEET NORTH OF
 LU0089'MILEPOST 258, IN THE TOP OF THE NORTHWEST CORNER OF CULVERT
 LU0089'258-A, AND 13 FEET WEST OF THE TRACK.
 LU0089
 LU0089                          STATION RECOVERY (1988)
 LU0089
 LU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0089'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS.  IN REDDING, AT
 LU0089'THE INTERSECTION OF PLACER STREET AND THE SOUTHERN PACIFIC RAILROAD.
 LU0089'ADD--65.5 M (214.9 FT) SOUTH OF THE CENTER OF PLACER STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0241 ***********************************************************************
 LU0241  DESIGNATION -  H 16
 LU0241  PID         -  LU0241
 LU0241  STATE/COUNTY-  CA/TEHAMA
 LU0241  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0241
 LU0241                         *CURRENT SURVEY CONTROL
 LU0241  ___________________________________________________________________
 LU0241* NAD 83(1986)-  40 10 35.     (N)    122 14 12.     (W)     SCALED    
 LU0241* NAVD 88     -        93.197  (meters)     305.76   (feet)  ADJUSTED  
 LU0241  ___________________________________________________________________
 LU0241  GEOID HEIGHT-         -28.60  (meters)                     GEOID09
 LU0241  DYNAMIC HT  -          93.147 (meters)     305.60  (feet)  COMP
 LU0241  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 LU0241
 LU0241  VERT ORDER  -  FIRST     CLASS II
 LU0241
 LU0241.The horizontal coordinates were scaled from a topographic map and have
 LU0241.an estimated accuracy of +/- 6 seconds.
 LU0241.
 LU0241.The orthometric height was determined by differential leveling and
 LU0241.adjusted in June 1991.
 LU0241
 LU0241.The geoid height was determined by GEOID09.
 LU0241
 LU0241.The dynamic height is computed by dividing the NAVD 88
 LU0241.geopotential number by the normal gravity value computed on the
 LU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0241.degrees latitude (g = 980.6199 gals.).
 LU0241
 LU0241.The modeled gravity was interpolated from observed gravity values.
 LU0241
 LU0241;                    North         East    Units  Estimated Accuracy
 LU0241;SPC CA 1     -   593,640.    1,979,840.      MT  (+/- 180 meters Scaled)
 LU0241
 LU0241                          SUPERSEDED SURVEY CONTROL
 LU0241
 LU0241  NGVD 29 (??/??/92)   92.453  (m)          303.32   (f) ADJ UNCH    1 2
 LU0241
 LU0241.Superseded values are not recommended for survey control.
 LU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0241.See file dsdata.txt to determine how the superseded data were derived.
 LU0241
 LU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK649476(NAD 83)
 LU0241
 LU0241_MARKER: DB = BENCH MARK DISK
 LU0241_SETTING: 0 = UNSPECIFIED SETTING
 LU0241_STAMPING: 303.044 FEET H 16 1919
 LU0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0241
 LU0241  HISTORY     - Date     Condition        Report By
 LU0241  HISTORY     - 1919     MONUMENTED       CGS
 LU0241  HISTORY     - 1947     GOOD             CGS
 LU0241  HISTORY     - 1974     GOOD             USE
 LU0241  HISTORY     - 19880627 MARK NOT FOUND   NGS
 LU0241
 LU0241                          STATION DESCRIPTION
 LU0241
 LU0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0241'AT RED BLUFF.
 LU0241'AT RED BLUFF, TEHAMA COUNTY, AT THE SOUTHEAST CORNER OF THE
 LU0241'INTERSECTION OF PINE AND JEFFERSON STREETS, NEAR THE NORTHWEST
 LU0241'CORNER OF THE COURTHOUSE GROUNDS, 36.2 FEET EAST OF THE
 LU0241'NORTH-AND-SOUTH SIDEWALK, AND 11.5 FEET SOUTH OF THE EAST-AND-WEST
 LU0241'SIDEWALK.
 LU0241
 LU0241                          STATION RECOVERY (1974)
 LU0241
 LU0241'RECOVERY NOTE BY US ENGINEERS 1974
 LU0241'RECOVERED IN GOOD CONDITION.
 LU0241
 LU0241                          STATION RECOVERY (1988)
 LU0241
 LU0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0199 ***********************************************************************
 LU0199  DESIGNATION -  H 165
 LU0199  PID         -  LU0199
 LU0199  STATE/COUNTY-  CA/SHASTA
 LU0199  USGS QUAD   -  COTTONWOOD (1965)
 LU0199
 LU0199                         *CURRENT SURVEY CONTROL
 LU0199  ___________________________________________________________________
 LU0199* NAD 83(1986)-  40 28 49.     (N)    122 17 34.     (W)     SCALED    
 LU0199* NAVD 88     -       145.62   (+/-2cm)     477.8    (feet)  VERTCON   
 LU0199  ___________________________________________________________________
 LU0199  GEOID HEIGHT-         -27.87  (meters)                     GEOID09
 LU0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0199
 LU0199.The horizontal coordinates were scaled from a topographic map and have
 LU0199.an estimated accuracy of +/- 6 seconds.
 LU0199.
 LU0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0199
 LU0199.The vertical order pertains to the NGVD 29 superseded value.
 LU0199
 LU0199.The geoid height was determined by GEOID09.
 LU0199
 LU0199;                    North         East    Units  Estimated Accuracy
 LU0199;SPC CA 1     -   627,400.    1,975,180.      MT  (+/- 180 meters Scaled)
 LU0199
 LU0199                          SUPERSEDED SURVEY CONTROL
 LU0199
 LU0199  NGVD 29 (??/??/92)  144.836  (m)          475.18   (f) ADJ UNCH    1 2
 LU0199
 LU0199.Superseded values are not recommended for survey control.
 LU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0199.See file dsdata.txt to determine how the superseded data were derived.
 LU0199
 LU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK599813(NAD 83)
 LU0199
 LU0199_MARKER: DD = SURVEY DISK
 LU0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0199_STAMPING: H 165 475 1933
 LU0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0199+STABILITY: SURFACE MOTION
 LU0199
 LU0199  HISTORY     - Date     Condition        Report By
 LU0199  HISTORY     - 1933     MONUMENTED       USGS
 LU0199  HISTORY     - 1947     GOOD             CGS
 LU0199  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0199
 LU0199                          STATION DESCRIPTION
 LU0199
 LU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0199'2.4 MI N FROM ANDERSON.
 LU0199'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 LU0199'THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 2.3 MILES NORTH
 LU0199'ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD), 0.4 MILE NORTH OF
 LU0199'THE NORTH END OF THE BRIDGE OVER SACRAMENTO RIVER, AT THE JUNCTION
 LU0199'OF A PAVED ROAD LEADING EAST TOWARD MOUNT LASSEN, 57.5 FEET EAST
 LU0199'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 33 FEET NORTH OF
 LU0199'THE CENTERLINE OF THE ROAD LEADING EAST, AND 1 FOOT SOUTH OF THE
 LU0199'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LU0199'DISK, STAMPED H 165 475 1933 AND SET IN THE TOP OF A CONCRETE
 LU0199'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LU0199
 LU0199                          STATION RECOVERY (1988)
 LU0199
 LU0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1019 ***********************************************************************
 JS1019  DESIGNATION -  H 2 USGS
 JS1019  PID         -  JS1019
 JS1019  STATE/COUNTY-  CA/SACRAMENTO
 JS1019  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1019
 JS1019                         *CURRENT SURVEY CONTROL
 JS1019  ___________________________________________________________________
 JS1019* NAD 83(1986)-  38 31 44.     (N)    121 29 44.     (W)     SCALED    
 JS1019* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 JS1019  ___________________________________________________________________
 JS1019  GEOID HEIGHT-         -30.92  (meters)                     GEOID09
 JS1019  VERT ORDER  -  THIRD (See Below)
 JS1019
 JS1019.The horizontal coordinates were scaled from a topographic map and have
 JS1019.an estimated accuracy of +/- 6 seconds.
 JS1019.
 JS1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1019
 JS1019.The vertical order pertains to the NGVD 29 superseded value.
 JS1019
 JS1019.The geoid height was determined by GEOID09.
 JS1019
 JS1019;                    North         East    Units  Estimated Accuracy
 JS1019;SPC CA 2     -   595,830.    2,043,990.      MT  (+/- 180 meters Scaled)
 JS1019
 JS1019                          SUPERSEDED SURVEY CONTROL
 JS1019
 JS1019  NGVD 29 (??/??/??)    6.18   (m)           20.3    (f) RESET       3  
 JS1019
 JS1019.Superseded values are not recommended for survey control.
 JS1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1019.See file dsdata.txt to determine how the superseded data were derived.
 JS1019
 JS1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH311655(NAD 83)
 JS1019
 JS1019_MARKER: DD = SURVEY DISK
 JS1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1019_SP_SET: WALL
 JS1019_STAMPING: H 2 20 1940
 JS1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS1019+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 JS1019
 JS1019  HISTORY     - Date     Condition        Report By
 JS1019  HISTORY     - 1940     MONUMENTED       USGS
 JS1019  HISTORY     - 1954     GOOD             CGS
 JS1019  HISTORY     - 1986     GOOD             USPSQD
 JS1019  HISTORY     - 1989     GOOD             USPSQD
 JS1019  HISTORY     - 20040407 GOOD             CADT
 JS1019
 JS1019                          STATION DESCRIPTION
 JS1019
 JS1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JS1019'AT SACRAMENTO.
 JS1019'AT SACRAMENTO, ALONG STACIA WAY, 820.0 FEET NORTHEAST OF THE
 JS1019'JUNCTION OF STACIA WAY, SHIELAH WAY AND FREEPORT ROAD, AT HOUSE
 JS1019'NO. 2153, SET IN THE CENTER OF THE TOP OF CONCRETE WALL RUNNING
 JS1019'BETWEEN THE SOUTHEAST CORNER OF THE HOUSE AND THE WEST SIDE OF
 JS1019'GARAGE, MIDWAY BETWEEN GATE POSTS FOR GATE LEADING TO OPEN AREA
 JS1019'BETWEEN THE HOUSE AND THE GARAGE, 28.0 FEET NORTH OF THE NORTH
 JS1019'EDGE OF THE NORTH SIDEWALK, 0.5 FOOT ABOVE THE LEVEL OF GRASS
 JS1019'LAWN AND FLAGSTONE WALKWAY.  NOTE-- THIS MARK IS OUTSIDE THE CITY
 JS1019'LIMITS.  IT IS 3.2 MILES SOUTH OF THE INTERSECTION OF 21ST
 JS1019'STREET AND CAPITOL AVENUE.  A UNITED STATES GEOLOGICAL SURVEY
 JS1019'STANDARD DISK, STAMPED H 2 20 1940.
 JS1019
 JS1019                          STATION RECOVERY (1986)
 JS1019
 JS1019'RECOVERY NOTE BY US POWER SQUADRON 1986 (TOC)
 JS1019'RECOVERED IN GOOD CONDITION.
 JS1019
 JS1019                          STATION RECOVERY (1989)
 JS1019
 JS1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC)
 JS1019'RECOVERED IN GOOD CONDITION.
 JS1019
 JS1019                          STATION RECOVERY (2004)
 JS1019
 JS1019'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0002 ***********************************************************************
 LU0002  DESIGNATION -  H 22
 LU0002  PID         -  LU0002
 LU0002  STATE/COUNTY-  CA/SHASTA
 LU0002  USGS QUAD   -  REDDING (1969)
 LU0002
 LU0002                         *CURRENT SURVEY CONTROL
 LU0002  ___________________________________________________________________
 LU0002* NAD 83(1986)-  40 34 41.     (N)    122 24 20.     (W)     SCALED    
 LU0002* NAVD 88     -       216.87   (+/-2cm)     711.5    (feet)  VERTCON   
 LU0002  ___________________________________________________________________
 LU0002  GEOID HEIGHT-         -27.54  (meters)                     GEOID09
 LU0002  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0002
 LU0002.The horizontal coordinates were scaled from a topographic map and have
 LU0002.an estimated accuracy of +/- 6 seconds.
 LU0002.
 LU0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0002
 LU0002.The vertical order pertains to the NGVD 29 superseded value.
 LU0002
 LU0002.The geoid height was determined by GEOID09.
 LU0002
 LU0002;                    North         East    Units  Estimated Accuracy
 LU0002;SPC CA 1     -   638,290.    1,965,670.      MT  (+/- 180 meters Scaled)
 LU0002
 LU0002                          SUPERSEDED SURVEY CONTROL
 LU0002
 LU0002  NGVD 29 (??/??/92)  216.070  (m)          708.89   (f) ADJ UNCH    1 2
 LU0002
 LU0002.Superseded values are not recommended for survey control.
 LU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0002.See file dsdata.txt to determine how the superseded data were derived.
 LU0002
 LU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503920(NAD 83)
 LU0002
 LU0002_MARKER: DD = SURVEY DISK
 LU0002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LU0002_SP_SET: TOWER FOUNDATION
 LU0002_STAMPING: H 22 709 1943
 LU0002_MARK LOGO: USGS  
 LU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0002+STABILITY: SURFACE MOTION
 LU0002
 LU0002  HISTORY     - Date     Condition        Report By
 LU0002  HISTORY     - 1943     MONUMENTED       USGS
 LU0002  HISTORY     - 1948     GOOD             CGS
 LU0002  HISTORY     - 1988     GOOD             NGS
 LU0002
 LU0002                          STATION DESCRIPTION
 LU0002
 LU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LU0002'0.9 MI SW FROM REDDING.
 LU0002'0.9 MILE SOUTHWEST ALONG PLACER STREET FROM THE POST OFFICE
 LU0002'AT REDDING, SHASTA COUNTY, AT BENTON AIRPORT, 289 FEET
 LU0002'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE AIRPORT
 LU0002'DRIVE, 247 FEET NORTH OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 LU0002'BUILDING, 65 FEET EAST OF THE CENTERLINE OF THE AIRPORT DRIVE, IN
 LU0002'THE TOP OF THE CONCRETE BASE OF THE BEACON TOWER, AND DIRECTLY
 LU0002'UNDER THE CENTER OF THE TOWER.  A UNITED STATES GEOLOGICAL
 LU0002'SURVEY STANDARD DISK, STAMPED H 22 709 1943.
 LU0002
 LU0002                          STATION RECOVERY (1988)
 LU0002
 LU0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2274 ***********************************************************************
 GU2274  DESIGNATION -  H 249
 GU2274  PID         -  GU2274
 GU2274  STATE/COUNTY-  CA/SANTA CRUZ
 GU2274  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2274
 GU2274                         *CURRENT SURVEY CONTROL
 GU2274  ___________________________________________________________________
 GU2274* NAD 83(1986)-  36 54 28.     (N)    121 45 41.     (W)     SCALED    
 GU2274* NAVD 88     -         9.007  (meters)      29.55   (feet)  READJUSTED
 GU2274  ___________________________________________________________________
 GU2274  GEOID HEIGHT-         -33.36  (meters)                     GEOID09
 GU2274  DYNAMIC HT  -           9.00  (meters)      29.5   (feet)  COMP
 GU2274  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 GU2274  OBS GRAVITY -     979,888.3   (mgal)                       GRAV_OBS
 GU2274
 GU2274  VERT ORDER  -  ?
 GU2274
 GU2274.The horizontal coordinates were scaled from a topographic map and have
 GU2274.an estimated accuracy of +/- 6 seconds.
 GU2274.
 GU2274.The orthometric height was determined by differential leveling
 GU2274.and adjusted in March 1993.
 GU2274
 GU2274.The height was derived from older observations constrained to new
 GU2274.heights in a crustal motion area.  The height is approximate in
 GU2274.relation to other heights in its vicinity.
 GU2274
 GU2274.The geoid height was determined by GEOID09.
 GU2274
 GU2274.The dynamic height is computed by dividing the NAVD 88
 GU2274.geopotential number by the normal gravity value computed on the
 GU2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2274.degrees latitude (g = 980.6199 gals.).
 GU2274
 GU2274.The modeled gravity was interpolated from observed gravity values.
 GU2274
 GU2274.The observed gravity was obtained from relative gravimeter ties
 GU2274.to the IGSN71 gravity network.
 GU2274
 GU2274;                    North         East    Units  Estimated Accuracy
 GU2274;SPC CA 3     -   546,010.    1,887,590.      MT  (+/- 180 meters Scaled)
 GU2274
 GU2274                          SUPERSEDED SURVEY CONTROL
 GU2274
 GU2274  NAVD 88 (06/15/91)    9.051  (m)           29.69   (f) UNKNOWN     1 1
 GU2274  NGVD 29 (??/??/??)    8.171  (m)           26.81   (f) ADJUSTED    1 1
 GU2274
 GU2274.Superseded values are not recommended for survey control.
 GU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2274.See file dsdata.txt to determine how the superseded data were derived.
 GU2274
 GU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF103853(NAD 83)
 GU2274
 GU2274_MARKER: DB = BENCH MARK DISK
 GU2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2274_STAMPING: H 249 1935
 GU2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2274+STABILITY: SURFACE MOTION
 GU2274
 GU2274  HISTORY     - Date     Condition        Report By
 GU2274  HISTORY     - 1935     MONUMENTED       CGS
 GU2274  HISTORY     - 1972     GOOD             NGS
 GU2274  HISTORY     - 1977     GOOD             NGS
 GU2274  HISTORY     - 19900220 MARK NOT FOUND   NGS
 GU2274
 GU2274                          STATION DESCRIPTION
 GU2274
 GU2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2274'1.2 MI NW FROM WATSONVILLE JUNCTION.
 GU2274'1.15 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2274'FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, AT
 GU2274'WATSONVILLE, AT THE CROSSING OF WEST BEACH STREET, 30.0 FEET NORTHEAST
 GU2274'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 24 FEET NORTHEAST OF THE
 GU2274'CENTER LINE OF WALKER STREET, 36 1/2 FEET SOUTHEAST OF THE CENTER
 GU2274'LINE OF BEACH STREET, 2 1/2 FEET SOUTHEAST OF A TELEPHONE POLE
 GU2274'BEARING A LARGE WOODEN BOX, 14 1/2 FEET EAST-SOUTHEAST OF POWER
 GU2274'POLE 241 BEARING A FIRE ALARM BOX, 2 FEET NORTH OF STOP SIGN POST,
 GU2274'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GU2274'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GU2274
 GU2274                          STATION RECOVERY (1977)
 GU2274
 GU2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2274'RECOVERED IN GOOD CONDITION.
 GU2274
 GU2274                          STATION RECOVERY (1990)
 GU2274
 GU2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU2274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1544 ***********************************************************************
 DY1544  DESIGNATION -  H 418
 DY1544  PID         -  DY1544
 DY1544  STATE/COUNTY-  CA/LOS ANGELES
 DY1544  USGS QUAD   -  INGLEWOOD (1981)
 DY1544
 DY1544                         *CURRENT SURVEY CONTROL
 DY1544  ___________________________________________________________________
 DY1544* NAD 83(1986)-  33 57 48.     (N)    118 22 20.     (W)     SCALED    
 DY1544* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 DY1544  ___________________________________________________________________
 DY1544  GEOID HEIGHT-         -35.87  (meters)                     GEOID09
 DY1544  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1544
 DY1544.The horizontal coordinates were scaled from a topographic map and have
 DY1544.an estimated accuracy of +/- 6 seconds.
 DY1544.
 DY1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1544
 DY1544.The vertical order pertains to the NGVD 29 superseded value.
 DY1544
 DY1544.The geoid height was determined by GEOID09.
 DY1544
 DY1544;                    North         East    Units  Estimated Accuracy
 DY1544;SPC CA 5     -   551,460.    1,965,600.      MT  (+/- 180 meters Scaled)
 DY1544
 DY1544                          SUPERSEDED SURVEY CONTROL
 DY1544
 DY1544  NGVD 29 (??/??/92)   30.957  (m)          101.56   (f) ADJ UNCH    1 2
 DY1544
 DY1544.Superseded values are not recommended for survey control.
 DY1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1544.See file dsdata.txt to determine how the superseded data were derived.
 DY1544
 DY1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732589(NAD 83)
 DY1544
 DY1544_MARKER: DB = BENCH MARK DISK
 DY1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1544_STAMPING: H 418 1935
 DY1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1544+STABILITY: SURFACE MOTION
 DY1544
 DY1544  HISTORY     - Date     Condition        Report By
 DY1544  HISTORY     - 1935     MONUMENTED       CGS
 DY1544  HISTORY     - 1964     GOOD             CGS
 DY1544  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1544
 DY1544                          STATION DESCRIPTION
 DY1544
 DY1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DY1544'AT INGLEWOOD.
 DY1544'AT INGLEWOOD, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA
 DY1544'AND SANTA FE RAILWAY, 786 FEET NORTHEAST OF MILEPOST 11,
 DY1544'AT THE HINDRY STREET CROSSING, 27.9 FEET WEST OF THE PROLONGATION
 DY1544'OF THE CENTERLINE OF THE STREET, 22.3 FEET SOUTHEAST OF THE
 DY1544'CENTERLINE OF THE MAIN TRACK, 31.6 FEET NORTHWEST OF THE CENTERLINE
 DY1544'OF REDONDO BOULEVARD, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 DY1544'A STANDARD DISK, STAMPED H 418 1935 AND SET IN THE TOP OF A
 DY1544'CONCRETE POST.
 DY1544
 DY1544                          STATION RECOVERY (1964)
 DY1544
 DY1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW5164 ***********************************************************************
 EW5164  DESIGNATION -  H 609
 EW5164  PID         -  EW5164
 EW5164  STATE/COUNTY-  CA/VENTURA
 EW5164  USGS QUAD   -  CAMARILLO (1967)
 EW5164
 EW5164                         *CURRENT SURVEY CONTROL
 EW5164  ___________________________________________________________________
 EW5164* NAD 83(1986)-  34 11 48.     (N)    119 04 12.     (W)     SCALED    
 EW5164* NAVD 88     -        17.669  (meters)      57.97   (feet)  ADJUSTED  
 EW5164  ___________________________________________________________________
 EW5164  GEOID HEIGHT-         -35.70  (meters)                     GEOID09
 EW5164  DYNAMIC HT  -          17.651 (meters)      57.91  (feet)  COMP
 EW5164  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 EW5164
 EW5164  VERT ORDER  -  FIRST     CLASS I
 EW5164
 EW5164.The horizontal coordinates were scaled from a topographic map and have
 EW5164.an estimated accuracy of +/- 6 seconds.
 EW5164.
 EW5164.The orthometric height was determined by differential leveling and
 EW5164.adjusted in June 1991.
 EW5164
 EW5164.The geoid height was determined by GEOID09.
 EW5164
 EW5164.The dynamic height is computed by dividing the NAVD 88
 EW5164.geopotential number by the normal gravity value computed on the
 EW5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5164.degrees latitude (g = 980.6199 gals.).
 EW5164
 EW5164.The modeled gravity was interpolated from observed gravity values.
 EW5164
 EW5164;                    North         East    Units  Estimated Accuracy
 EW5164;SPC CA 5     -   577,800.    1,901,380.      MT  (+/- 180 meters Scaled)
 EW5164
 EW5164                          SUPERSEDED SURVEY CONTROL
 EW5164
 EW5164  NGVD 29 (??/??/92)   17.025  (m)           55.86   (f) ADJ UNCH    1 1
 EW5164
 EW5164.Superseded values are not recommended for survey control.
 EW5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5164.See file dsdata.txt to determine how the superseded data were derived.
 EW5164
 EW5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT092858(NAD 83)
 EW5164
 EW5164_MARKER: DB = BENCH MARK DISK
 EW5164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5164_SP_SET: HEADWALL
 EW5164_STAMPING: H 609 1942
 EW5164_MARK LOGO: CGS   
 EW5164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5164+STABILITY: SURFACE MOTION
 EW5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5164+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 EW5164
 EW5164  HISTORY     - Date     Condition        Report By
 EW5164  HISTORY     - 1942     MONUMENTED       CGS
 EW5164  HISTORY     - 1968     GOOD             CGS
 EW5164  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW5164  HISTORY     - 19890504 GOOD             NGS
 EW5164
 EW5164                          STATION DESCRIPTION
 EW5164
 EW5164'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EW5164'2.8 MI SW FROM CAMARILLO.
 EW5164'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW5164'FROM THE STATION AT CAMARILLO, AT THE CROSSING OF LOS POSAS
 EW5164'ROAD, IN THE TOP OF THE SOUTH CONCRETE HEAD WALL OF CULVERT
 EW5164'413.74 WHICH IS NOW BURIED ABOUT 2 FEET UNDERGROUND, ACCESS IS
 EW5164'HAD THRU A CONCRETE PIPE WITH AN 8-INCH CONCRETE COVER, 7.6 FEET
 EW5164'SOUTH OF THE SOUTH RAIL, 70 FEET NORTH OF THE CENTER LINE OF
 EW5164'FIFTH STREET, 32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 EW5164'11 FEET NORTH OF A GUY POLE WITH A GUY WIRE, 4.0 FEET NORTH OF
 EW5164'A POST SUPPORTING A STOP SIGN, AND ABOUT 2 FEET LOWER THAN THE
 EW5164'TRACK.
 EW5164
 EW5164                          STATION RECOVERY (1978)
 EW5164
 EW5164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW5164'MARK NOT FOUND.
 EW5164
 EW5164                          STATION RECOVERY (1989)
 EW5164
 EW5164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5164'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 EW5164'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW5164'JUNCTION WITH U.S. HIGHWAY 101 OVERPASS BRIDGE IN CAMARILLO.  SET IN
 EW5164'TOP OF THE SOUTH CONCRETE HEADWALL OF AN ABANDONED CULVERT SET IN
 EW5164'SIDE OF AN 8 INCH CONCRETE PIPE, 0.8 M (2.6 FT) BELOW THE GROUND
 EW5164'LEVEL.  23.7 M (77.8 FT) NORTH OF THE CENTER OF STATE HIGHWAY 34, 9.8
 EW5164'M (32.2 FT) WEST OF THE CENTERLINE OF LAS POSAS ROAD 2.3 M (7.5 FT)
 EW5164'SOUTH OF THE NEAR RAIL, 0.9 M (3.0 FT) BELOW THE RAILROAD TRACKS, 0.6
 EW5164'M (2.0 FT) WEST OF THE WEST EDGE OF PAVEMENT OF LOS POSAS ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1748 ***********************************************************************
 DY1748  DESIGNATION -  H 615
 DY1748  PID         -  DY1748
 DY1748  STATE/COUNTY-  CA/LOS ANGELES
 DY1748  USGS QUAD   -  TORRANCE (1981)
 DY1748
 DY1748                         *CURRENT SURVEY CONTROL
 DY1748  ___________________________________________________________________
 DY1748* NAD 83(1986)-  33 47 30.     (N)    118 19 56.     (W)     SCALED    
 DY1748* NAVD 88     -        42.62   (+/-2cm)     139.8    (feet)  VERTCON   
 DY1748  ___________________________________________________________________
 DY1748  GEOID HEIGHT-         -35.92  (meters)                     GEOID09
 DY1748  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1748
 DY1748.The horizontal coordinates were scaled from a topographic map and have
 DY1748.an estimated accuracy of +/- 6 seconds.
 DY1748.
 DY1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1748
 DY1748.The vertical order pertains to the NGVD 29 superseded value.
 DY1748
 DY1748.The geoid height was determined by GEOID09.
 DY1748
 DY1748;                    North         East    Units  Estimated Accuracy
 DY1748;SPC CA 5     -   532,410.    1,969,230.      MT  (+/- 180 meters Scaled)
 DY1748
 DY1748                          SUPERSEDED SURVEY CONTROL
 DY1748
 DY1748  NGVD 29 (??/??/92)   41.869  (m)          137.37   (f) ADJ UNCH    1 2
 DY1748
 DY1748.Superseded values are not recommended for survey control.
 DY1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1748.See file dsdata.txt to determine how the superseded data were derived.
 DY1748
 DY1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766398(NAD 83)
 DY1748
 DY1748_MARKER: DB = BENCH MARK DISK
 DY1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1748_SP_SET: CULVERT
 DY1748_STAMPING: H 615 1941
 DY1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1748
 DY1748  HISTORY     - Date     Condition        Report By
 DY1748  HISTORY     - 1941     MONUMENTED       CGS
 DY1748  HISTORY     - 1963     MARK NOT FOUND   CGS
 DY1748
 DY1748                          STATION DESCRIPTION
 DY1748
 DY1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DY1748'1 MI W FROM LOMITA.
 DY1748'1.0 MILE WESTERLY TO REACH FROM INTERSECTION OF U.S. HIGHWAY
 DY1748'101 ALT. WITH ESHELMEN AVE., PROCEED WESTERLY ALONG U.S.
 DY1748'HIGHWAY 101 ALT., GO 1.0 MILE TO ABOUT CENTER OF A NORTH-SOUTH
 DY1748'DEPRESSION IN SURROUNDING LAND.  BENCH MARK IS ON THE SOUTH
 DY1748'SIDE OF THE HIGHWAY, AT STORM DRAIN CULVERT NO. TOR-210+5.
 DY1748'IT IS ABOUT 43 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW CENTER
 DY1748'LINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY 1.0 FOOT WESTERLY
 DY1748'FROM EASTERLY END OF CONCRETE HEADWALL.  A STANDARD DISK,
 DY1748'STAMPED H 615 1941.
 DY1748
 DY1748                          STATION RECOVERY (1963)
 DY1748
 DY1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DY1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0118 ***********************************************************************
 DZ0118  DESIGNATION -  H 65
 DZ0118  PID         -  DZ0118
 DZ0118  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0118  USGS QUAD   -  SANTA MARIA (1982)
 DZ0118
 DZ0118                         *CURRENT SURVEY CONTROL
 DZ0118  ___________________________________________________________________
 DZ0118* NAD 83(1986)-  34 53 42.     (N)    120 26 10.     (W)     SCALED    
 DZ0118* NAVD 88     -        85.32   (+/-2cm)     279.9    (feet)  VERTCON   
 DZ0118  ___________________________________________________________________
 DZ0118  GEOID HEIGHT-         -35.71  (meters)                     GEOID09
 DZ0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0118
 DZ0118.This mark is at Santa Maria Pub/capt G Allan Hancock Fld Airport (SMX)
 DZ0118
 DZ0118.The horizontal coordinates were scaled from a topographic map and have
 DZ0118.an estimated accuracy of +/- 6 seconds.
 DZ0118.
 DZ0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0118
 DZ0118.The vertical order pertains to the NGVD 29 superseded value.
 DZ0118
 DZ0118.The geoid height was determined by GEOID09.
 DZ0118
 DZ0118;                    North         East    Units  Estimated Accuracy
 DZ0118;SPC CA 5     -   657,440.    1,777,370.      MT  (+/- 180 meters Scaled)
 DZ0118
 DZ0118                          SUPERSEDED SURVEY CONTROL
 DZ0118
 DZ0118  NGVD 29 (??/??/92)   84.516  (m)          277.28   (f) ADJ UNCH    1 2
 DZ0118
 DZ0118.Superseded values are not recommended for survey control.
 DZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0118.See file dsdata.txt to determine how the superseded data were derived.
 DZ0118
 DZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD342643(NAD 83)
 DZ0118
 DZ0118_MARKER: DB = BENCH MARK DISK
 DZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0118_STAMPING: H 65 1927
 DZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0118+STABILITY: SURFACE MOTION
 DZ0118
 DZ0118  HISTORY     - Date     Condition        Report By
 DZ0118  HISTORY     - 1927     MONUMENTED       CGS
 DZ0118  HISTORY     - 1956     GOOD             CGS
 DZ0118
 DZ0118                          STATION DESCRIPTION
 DZ0118
 DZ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0118'2.6 MI N FROM ORCUTT.
 DZ0118'0.6 MILE EAST ALONG CLARK AVENUE FROM THE POST OFFICE AT ORCUTT,
 DZ0118'THENCE 2.0 MILES NORTH ALONG ORCUTT ROAD, 3.2 MILES SOUTH OF
 DZ0118'SANTA MARIA, AT THE ENTRANCE TO THE SANTA MARIA PUBLIC AIRPORT,
 DZ0118'30 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE, 27.7 FEET
 DZ0118'WEST OF THE CENTER LINE OF THE ROAD, 8.8 FEET SOUTHEAST OF A
 DZ0118'4- BY 4-INCH WOODEN POST SUPPORTING STOP SIGN, 6.7 FEET NORTHWEST
 DZ0118'OF TELEPHONE POLE S-1937-Y WITH A GUY WIRE, 1.3 FEET EAST OF A
 DZ0118'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ENTRANCE, AND SET
 DZ0118'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 DZ0118'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2023 ***********************************************************************
 GU2023  DESIGNATION -  H 739
 GU2023  PID         -  GU2023
 GU2023  STATE/COUNTY-  CA/MONTEREY
 GU2023  USGS QUAD   -  SALINAS (1984)
 GU2023
 GU2023                         *CURRENT SURVEY CONTROL
 GU2023  ___________________________________________________________________
 GU2023* NAD 83(1986)-  36 41 56.     (N)    121 39 10.     (W)     SCALED    
 GU2023* NAVD 88     -        23.04   (+/-2cm)      75.6    (feet)  VERTCON   
 GU2023  ___________________________________________________________________
 GU2023  GEOID HEIGHT-         -33.76  (meters)                     GEOID09
 GU2023  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2023
 GU2023.The horizontal coordinates were scaled from a topographic map and have
 GU2023.an estimated accuracy of +/- 6 seconds.
 GU2023.
 GU2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2023
 GU2023.The vertical order pertains to the NGVD 29 superseded value.
 GU2023
 GU2023.The geoid height was determined by GEOID09.
 GU2023
 GU2023;                    North         East    Units  Estimated Accuracy
 GU2023;SPC CA 4     -   654,800.    1,762,990.      MT  (+/- 180 meters Scaled)
 GU2023
 GU2023                          SUPERSEDED SURVEY CONTROL
 GU2023
 GU2023  NGVD 29 (??/??/92)   22.209  (m)           72.86   (f) ADJ UNCH    1 2
 GU2023
 GU2023.Superseded values are not recommended for survey control.
 GU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2023.See file dsdata.txt to determine how the superseded data were derived.
 GU2023
 GU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF203623(NAD 83)
 GU2023
 GU2023_MARKER: DB = BENCH MARK DISK
 GU2023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2023_SP_SET: CONCRETE BASE
 GU2023_STAMPING: H 739 1945
 GU2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2023
 GU2023  HISTORY     - Date     Condition        Report By
 GU2023  HISTORY     - 1945     MONUMENTED       CGS
 GU2023  HISTORY     - 1948     GOOD             CGS
 GU2023  HISTORY     - 1968     MARK NOT FOUND   CGS
 GU2023
 GU2023                          STATION DESCRIPTION
 GU2023
 GU2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2023'AT AMERICAN LEGION AIRPORT.
 GU2023'AT AMERICAN LEGION AIRPORT, MONTEREY COUNTY, AT THE FOURTH HANGAR
 GU2023'WEST OF THE ADMINISTRATION BUILDING, 4.8 FEET WEST OF THE
 GU2023'SOUTHWEST CORNER, IN THE SOUTHWEST CORNER OF THE CONCRETE BASE
 GU2023'OF THE BRACE FOR THE HANGAR DOORS, AND ABOUT 1 FOOT HIGHER THAN
 GU2023'THE GROUND.
 GU2023
 GU2023                          STATION RECOVERY (1968)
 GU2023
 GU2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GU2023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0674 ***********************************************************************
 DC0674  DESIGNATION -  H 741
 DC0674  PID         -  DC0674
 DC0674  STATE/COUNTY-  CA/SAN DIEGO
 DC0674  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0674
 DC0674                         *CURRENT SURVEY CONTROL
 DC0674  ___________________________________________________________________
 DC0674* NAD 83(1986)-  32 34 02.     (N)    117 06 20.     (W)     SCALED    
 DC0674* NAVD 88     -         9.12   (+/-2cm)      29.9    (feet)  VERTCON   
 DC0674  ___________________________________________________________________
 DC0674  GEOID HEIGHT-         -35.26  (meters)                     GEOID09
 DC0674  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0674
 DC0674.The horizontal coordinates were scaled from a topographic map and have
 DC0674.an estimated accuracy of +/- 6 seconds.
 DC0674.
 DC0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0674
 DC0674.The vertical order pertains to the NGVD 29 superseded value.
 DC0674
 DC0674.The geoid height was determined by GEOID09.
 DC0674
 DC0674;                    North         East    Units  Estimated Accuracy
 DC0674;SPC CA 6     -   544,750.    1,919,660.      MT  (+/- 180 meters Scaled)
 DC0674
 DC0674                          SUPERSEDED SURVEY CONTROL
 DC0674
 DC0674  NGVD 29 (??/??/??)    8.474  (m)           27.80   (f) ADJUSTED    1 2
 DC0674
 DC0674.Superseded values are not recommended for survey control.
 DC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0674.See file dsdata.txt to determine how the superseded data were derived.
 DC0674
 DC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS900033(NAD 83)
 DC0674
 DC0674_MARKER: DB = BENCH MARK DISK
 DC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0674_STAMPING: H 741 1945
 DC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0674+STABILITY: SURFACE MOTION
 DC0674
 DC0674  HISTORY     - Date     Condition        Report By
 DC0674  HISTORY     - 1945     MONUMENTED       CGS
 DC0674  HISTORY     - 1955     GOOD             CGS
 DC0674
 DC0674                          STATION DESCRIPTION
 DC0674
 DC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0674'2.4 MI SW FROM PALM CITY.
 DC0674'1.3 MILES WEST ALONG STATE HIGHWAY 75 (PALM AVENUE) FROM THE SAN
 DC0674'DIEGO AND ARIZONA EASTERN RAILWAY CROSSING AT PALM CITY, THENCE
 DC0674'1.1 MILES SOUTH ALONG 13TH STREET, AT THE MAIN GATE TO THE REAM
 DC0674'NAVAL AUXILIARY AIR STATION, 53.6 FEET NORTHWEST OF THE NORTHWEST
 DC0674'CORNER OF A GUARDHOUSE, 23.5 FEET EAST OF THE NORTHEAST CORNER
 DC0674'OF BUILDING 94, 9.0 FEET EAST OF BENCH MARK B.M. 1, 1.6 FEET
 DC0674'NORTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 DC0674'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 DC0674'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0021 ***********************************************************************
 LU0021  DESIGNATION -  H 742
 LU0021  PID         -  LU0021
 LU0021  STATE/COUNTY-  CA/SHASTA
 LU0021  USGS QUAD   -  ENTERPRISE (1969)
 LU0021
 LU0021                         *CURRENT SURVEY CONTROL
 LU0021  ___________________________________________________________________
 LU0021* NAD 83(1986)-  40 30 35.     (N)    122 17 56.     (W)     SCALED    
 LU0021* NAVD 88     -       151.46   (+/-2cm)     496.9    (feet)  VERTCON   
 LU0021  ___________________________________________________________________
 LU0021  GEOID HEIGHT-         -27.78  (meters)                     GEOID09
 LU0021  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0021
 LU0021.This mark is at Redding Municipal Airport (RDD)
 LU0021
 LU0021.The horizontal coordinates were scaled from a topographic map and have
 LU0021.an estimated accuracy of +/- 6 seconds.
 LU0021.
 LU0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0021
 LU0021.The vertical order pertains to the NGVD 29 superseded value.
 LU0021
 LU0021.The geoid height was determined by GEOID09.
 LU0021
 LU0021;                    North         East    Units  Estimated Accuracy
 LU0021;SPC CA 1     -   630,670.    1,974,670.      MT  (+/- 180 meters Scaled)
 LU0021
 LU0021                          SUPERSEDED SURVEY CONTROL
 LU0021
 LU0021  NGVD 29 (??/??/92)  150.672  (m)          494.33   (f) ADJ UNCH    1 2
 LU0021
 LU0021.Superseded values are not recommended for survey control.
 LU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0021.See file dsdata.txt to determine how the superseded data were derived.
 LU0021
 LU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK593845(NAD 83)
 LU0021
 LU0021_MARKER: DD = SURVEY DISK
 LU0021_SETTING: 0 = UNSPECIFIED SETTING
 LU0021_STAMPING: H 742 1944
 LU0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0021
 LU0021  HISTORY     - Date     Condition        Report By
 LU0021  HISTORY     - 1944     MONUMENTED       DOD
 LU0021  HISTORY     - 1975     GOOD             NGS
 LU0021  HISTORY     - 19880624 MARK NOT FOUND   NGS
 LU0021
 LU0021                          STATION DESCRIPTION
 LU0021
 LU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LU0021'AT REDDING MUNICIPAL AIRPORT.
 LU0021'AT THE REDDING MUNICIPAL AIRPORT, IN FRONT OF THE TERMINAL BLDG.,
 LU0021'APPROX. 25 FT. EAST OF FENCE SURROUNDING GRASSY AREA BY TERMINAL,
 LU0021'54 T. SOUTH OF FENCED PASSENGER LANE LEADING TO TERMINAL, AND
 LU0021'15 FT. WEST OF CONCRETE GAS PIT IN FRONT OF TERMINAL.  MARK NOW
 LU0021'LIES APPROX. 3 IN. BENEATH AVE. RAMP LEVEL IN A SMALL CAVITY.
 LU0021
 LU0021                          STATION RECOVERY (1988)
 LU0021
 LU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0103 ***********************************************************************
 HS0103  DESIGNATION -  H 745
 HS0103  PID         -  HS0103
 HS0103  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0103  USGS QUAD   -  STOCKTON EAST (1987)
 HS0103
 HS0103                         *CURRENT SURVEY CONTROL
 HS0103  ___________________________________________________________________
 HS0103* NAD 83(1986)-  37 53 33.     (N)    121 14 36.     (W)     SCALED    
 HS0103* NAVD 88     -         7.56   (+/-2cm)      24.8    (feet)  VERTCON   
 HS0103  ___________________________________________________________________
 HS0103  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 HS0103  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0103
 HS0103.This mark is at Stockton Metro Airport (SCK)
 HS0103
 HS0103.The horizontal coordinates were scaled from a topographic map and have
 HS0103.an estimated accuracy of +/- 6 seconds.
 HS0103.
 HS0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0103
 HS0103.The vertical order pertains to the NGVD 29 superseded value.
 HS0103
 HS0103.The geoid height was determined by GEOID09.
 HS0103
 HS0103;                    North         East    Units  Estimated Accuracy
 HS0103;SPC CA 3     -   654,800.    1,934,620.      MT  (+/- 180 meters Scaled)
 HS0103
 HS0103                          SUPERSEDED SURVEY CONTROL
 HS0103
 HS0103  NGVD 29 (??/??/92)    6.882  (m)           22.58   (f) ADJ UNCH    1 2
 HS0103
 HS0103.Superseded values are not recommended for survey control.
 HS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0103.See file dsdata.txt to determine how the superseded data were derived.
 HS0103
 HS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG544953(NAD 83)
 HS0103
 HS0103_MARKER: DB = BENCH MARK DISK
 HS0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0103_SP_SET: CONCRETE FOUNDATION
 HS0103_STAMPING: H 745 1945
 HS0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0103
 HS0103  HISTORY     - Date     Condition        Report By
 HS0103  HISTORY     - 1945     MONUMENTED       CGS
 HS0103  HISTORY     - 1951     GOOD             CGS
 HS0103  HISTORY     - 1973     GOOD             NGS
 HS0103
 HS0103                          STATION DESCRIPTION
 HS0103
 HS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HS0103'AT STOCKTON FIELD.
 HS0103'AT STOCKTON FIELD, ABOUT 70 YARDS SOUTHWEST OF THE WEST CORNER
 HS0103'OF A U.S. BUREAU OF RECLAMATION WAREHOUSE (A FORMER HANGAR), 162
 HS0103'FEET SOUTHEAST OF THE INTERSECTION OF C AND SIXTH STREETS, AT
 HS0103'THE WATER TANK, IN THE TOP OF THE NORTHWEST SIDE OF THE CONCRETE
 HS0103'FOUNDATION FOR THE NORTHWESTERN MOST OF SIX STEEL LEGS, AND SET
 HS0103'0.3 FEET ABOVE THE GROUND.
 HS0103
 HS0103                          STATION RECOVERY (1973)
 HS0103
 HS0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HS0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0562 ***********************************************************************
 EW0562  DESIGNATION -  H 747
 EW0562  PID         -  EW0562
 EW0562  STATE/COUNTY-  CA/LOS ANGELES
 EW0562  USGS QUAD   -  LANCASTER WEST (1974)
 EW0562
 EW0562                         *CURRENT SURVEY CONTROL
 EW0562  ___________________________________________________________________
 EW0562* NAD 83(1986)-  34 42 12.     (N)    118 14 53.     (W)     SCALED    
 EW0562* NAVD 88     -       720.01   (+/-2cm)    2362.2    (feet)  VERTCON   
 EW0562  ___________________________________________________________________
 EW0562  GEOID HEIGHT-         -32.26  (meters)                     GEOID09
 EW0562  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0562
 EW0562.The horizontal coordinates were scaled from a topographic map and have
 EW0562.an estimated accuracy of +/- 6 seconds.
 EW0562.
 EW0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0562
 EW0562.The vertical order pertains to the NGVD 29 superseded value.
 EW0562
 EW0562.The geoid height was determined by GEOID09.
 EW0562
 EW0562;                    North         East    Units  Estimated Accuracy
 EW0562;SPC CA 5     -   633,510.    1,977,280.      MT  (+/- 180 meters Scaled)
 EW0562
 EW0562                          SUPERSEDED SURVEY CONTROL
 EW0562
 EW0562  NGVD 29 (??/??/92)  719.160  (m)         2359.44   (f) ADJ UNCH    1 1
 EW0562
 EW0562.Superseded values are not recommended for survey control.
 EW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0562.See file dsdata.txt to determine how the superseded data were derived.
 EW0562
 EW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU857408(NAD 83)
 EW0562
 EW0562_MARKER: DB = BENCH MARK DISK
 EW0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0562_STAMPING: H 7 19
 EW0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0562+STABILITY: SURFACE MOTION
 EW0562
 EW0562  HISTORY     - Date     Condition        Report By
 EW0562  HISTORY     - UNK      MONUMENTED       CGS
 EW0562  HISTORY     - 1971     GOOD             NGS
 EW0562
 EW0562                          STATION DESCRIPTION
 EW0562
 EW0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0562'6.2 MI W FROM LANCASTER.
 EW0562'6.25 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0562'HIGHWAY AT LANCASTER, 0.7 MILE WEST OF THE JUNCTION OF 60TH
 EW0562'STREET WEST, 3/4 POWER POLES WEST OF A SMALL GATE, 26 FEET NORTH
 EW0562'OF THE CENTER LINE OF THE AVENUE, 20 FEET EAST OF A FENCE CORNER
 EW0562'POST, 13 FEET EAST OF POWER POLE WITH METAL FOOT-PEGS, 1.2 FEET
 EW0562'SOUTH OF A FENCE, 2 FEET SOUTHWEST OF AN IRON PIPE FENCE POST,
 EW0562'1.0 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 EW0562'AVENUE, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 EW0562'NOTE-- THE IRON DISK IS RUSTED OVER AND THE ONLY VISIBLE STAMPING
 EW0562'IS H 7 19.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0047 ***********************************************************************
 DY0047  DESIGNATION -  H 749
 DY0047  PID         -  DY0047
 DY0047  STATE/COUNTY-  CA/ORANGE
 DY0047  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0047
 DY0047                         *CURRENT SURVEY CONTROL
 DY0047  ___________________________________________________________________
 DY0047* NAD 83(1986)-  33 48 10.     (N)    118 03 47.     (W)     SCALED    
 DY0047* NAVD 88     -         8.24   (+/-2cm)      27.0    (feet)  VERTCON   
 DY0047  ___________________________________________________________________
 DY0047  GEOID HEIGHT-         -35.64  (meters)                     GEOID09
 DY0047  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0047
 DY0047.The horizontal coordinates were scaled from a topographic map and have
 DY0047.an estimated accuracy of +/- 6 seconds.
 DY0047.
 DY0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0047
 DY0047.The vertical order pertains to the NGVD 29 superseded value.
 DY0047
 DY0047.The geoid height was determined by GEOID09.
 DY0047
 DY0047;                    North         East    Units  Estimated Accuracy
 DY0047;SPC CA 6     -   682,910.    1,832,130.      MT  (+/- 180 meters Scaled)
 DY0047
 DY0047                          SUPERSEDED SURVEY CONTROL
 DY0047
 DY0047  NGVD 29 (??/??/92)    7.514  (m)           24.65   (f) ADJ UNCH    1 2
 DY0047
 DY0047.Superseded values are not recommended for survey control.
 DY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0047.See file dsdata.txt to determine how the superseded data were derived.
 DY0047
 DY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016407(NAD 83)
 DY0047
 DY0047_MARKER: DB = BENCH MARK DISK
 DY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0047_STAMPING: H 749 1945
 DY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0047+STABILITY: SURFACE MOTION
 DY0047
 DY0047  HISTORY     - Date     Condition        Report By
 DY0047  HISTORY     - 1945     MONUMENTED       CGS
 DY0047  HISTORY     - 1958     GOOD             CGS
 DY0047
 DY0047                          STATION DESCRIPTION
 DY0047
 DY0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0047'0.7 MI NW FROM LOS ALAMITOS NAS.
 DY0047'0.7 MILE NORTHWEST ALONG KATELLA AVENUE FROM THE MAIN GATE AT
 DY0047'THE LOS ALAMITOS NAVAL AUX. AIR STATION, IN THE SOUTHEAST
 DY0047'QUARTER OF THE INTERSECTION OF KATELLA AVE. AND BLOOMFIELD AVE.,
 DY0047'18.0 FEET EAST OF CENTER-LINE OF BLOOMFIELD 46.4 FEET SOUTH OF
 DY0047'CENTER-LINE OF KATELLA, 1 FOOT NORTHWEST OF FENCE, 1.2 FEET
 DY0047'NORTH OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF A
 DY0047'CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.4 FOOT
 DY0047'ABOVE THE GROUND.  STAMPED H 749 1945.
 DY0047
 DY0047                          STATION RECOVERY (1958)
 DY0047
 DY0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0662 ***********************************************************************
 DC0662  DESIGNATION -  H 750
 DC0662  PID         -  DC0662
 DC0662  STATE/COUNTY-  CA/SAN DIEGO
 DC0662  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0662
 DC0662                         *CURRENT SURVEY CONTROL
 DC0662  ___________________________________________________________________
 DC0662* NAD 83(1986)-  32 37 03.     (N)    117 08 07.     (W)     SCALED    
 DC0662* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 DC0662  ___________________________________________________________________
 DC0662  GEOID HEIGHT-         -35.29  (meters)                     GEOID09
 DC0662  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0662
 DC0662.The horizontal coordinates were scaled from a topographic map and have
 DC0662.an estimated accuracy of +/- 6 seconds.
 DC0662.
 DC0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0662
 DC0662.The vertical order pertains to the NGVD 29 superseded value.
 DC0662
 DC0662.The geoid height was determined by GEOID09.
 DC0662
 DC0662;                    North         East    Units  Estimated Accuracy
 DC0662;SPC CA 6     -   550,350.    1,916,910.      MT  (+/- 180 meters Scaled)
 DC0662
 DC0662                          SUPERSEDED SURVEY CONTROL
 DC0662
 DC0662  NGVD 29 (??/??/??)    3.039  (m)            9.97   (f) ADJUSTED    1 2
 DC0662
 DC0662.Superseded values are not recommended for survey control.
 DC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0662.See file dsdata.txt to determine how the superseded data were derived.
 DC0662
 DC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873088(NAD 83)
 DC0662
 DC0662_MARKER: DB = BENCH MARK DISK
 DC0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0662_STAMPING: H 750 1945
 DC0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0662+STABILITY: SURFACE MOTION
 DC0662
 DC0662  HISTORY     - Date     Condition        Report By
 DC0662  HISTORY     - 1945     MONUMENTED       CGS
 DC0662  HISTORY     - 1955     GOOD             CGS
 DC0662  HISTORY     - 1962     GOOD             CGS
 DC0662
 DC0662                          STATION DESCRIPTION
 DC0662
 DC0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0662'4.8 MI NW FROM PALM CITY.
 DC0662'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 75 FROM THE SAN DIEGO
 DC0662'AND ARIZONA EASTERN RAILWAY CROSSING AT PALM CITY, ON THE TOP OF
 DC0662'A SMALL SAND DUNE, 74.4 FEET NORTHEAST OF AND ACROSS A SPUR
 DC0662'TRACK OF THE RAILWAY FROM THE CENTER LINE OF THE HIGHWAY, 69
 DC0662'FEET WEST OF POWER LINE POLE 87817, 33.4 FEET NORTHEAST OF
 DC0662'THE NORTHEAST RAIL, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT
 DC0662'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DC0662'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DC0662
 DC0662                          STATION RECOVERY (1962)
 DC0662
 DC0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0588 ***********************************************************************
 DW0588  DESIGNATION -  H 751
 DW0588  PID         -  DW0588
 DW0588  STATE/COUNTY-  CA/RIVERSIDE
 DW0588  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0588
 DW0588                         *CURRENT SURVEY CONTROL
 DW0588  ___________________________________________________________________
 DW0588* NAD 83(1986)-  33 45 13.     (N)    115 19 57.     (W)     SCALED    
 DW0588* NAVD 88     -       165.04   (+/-2cm)     541.5    (feet)  VERTCON   
 DW0588  ___________________________________________________________________
 DW0588  GEOID HEIGHT-         -32.81  (meters)                     GEOID09
 DW0588  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0588
 DW0588.The horizontal coordinates were scaled from a topographic map and have
 DW0588.an estimated accuracy of +/- 6 seconds.
 DW0588.
 DW0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0588
 DW0588.The vertical order pertains to the NGVD 29 superseded value.
 DW0588
 DW0588.The geoid height was determined by GEOID09.
 DW0588
 DW0588;                    North         East    Units  Estimated Accuracy
 DW0588;SPC CA 6     -   676,370.    2,085,000.      MT  (+/- 180 meters Scaled)
 DW0588
 DW0588                          SUPERSEDED SURVEY CONTROL
 DW0588
 DW0588  NGVD 29 (??/??/??)  164.368  (m)          539.26   (f) ADJUSTED    1 2
 DW0588
 DW0588.Superseded values are not recommended for survey control.
 DW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0588.See file dsdata.txt to determine how the superseded data were derived.
 DW0588
 DW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT544360(NAD 83)
 DW0588
 DW0588_MARKER: DB = BENCH MARK DISK
 DW0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0588_STAMPING: H 751 1945
 DW0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0588+STABILITY: SURFACE MOTION
 DW0588
 DW0588  HISTORY     - Date     Condition        Report By
 DW0588  HISTORY     - 1945     MONUMENTED       CGS
 DW0588  HISTORY     - 1985     GOOD             USGS
 DW0588
 DW0588                          STATION DESCRIPTION
 DW0588
 DW0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0588'AT DESERT CENTER ARMY AIR FIELD.
 DW0588'AT DESERT CENTER ARMY AIR FIELD, AT THE TEMPORARY CONTROL TOWER,
 DW0588'105.5 FEET SOUTH OF CENTERLINE OF PAVED STREET LEADING EAST FROM
 DW0588'REAR OF HEADQUARTERS BUILDING TO AIRPLANE PARKING AREA AND
 DW0588'CONTROL TOWER, 44.0 FEET WEST OF THE WEST EDGE OF THE CONCRETE
 DW0588'AIRPLANE PARKING APRON ALONG THE WEST SIDE OF THE NORTH-SOUTH
 DW0588'TAXIWAY, 12.0 FEET WEST OF THE SOUTHWEST LEG OF CONTROL TOWER,
 DW0588'2.8 FEET SOUTH OF A POWER LINE POLE, 2.0 FEET NORTH OF A
 DW0588'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 DW0588'FOOT ABOVE GROUND.  STAMPED H 751 1945.
 DW0588
 DW0588                          STATION RECOVERY (1985)
 DW0588
 DW0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0588'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 177 FROM THE DESERT CENTER
 DW0588'TURNOFF ON I-10, THENCE 1.0 MILE SOUTHEAST ALONG PAVED ROAD TO DESERT
 DW0588'CENTER AIRPORT. AT AIRPORT, 165 FEET SOUTHEAST OF LIGHT TOWER, 170
 DW0588'FEET SOUTHWEST OF LARGE BUILDING, 25 FEET WEST OF CONCRETE PAD, 105
 DW0588'FEET SOUTH CENTERLINE OF ROAD SET IN THE TOP OF A CONCRETE POST
 DW0588'PROJECTING 0.5 FOOT ABOVE GROUND, A USC AND GS STEEL TABLET STAMPED
 DW0588''H 751 1945'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0187 ***********************************************************************
 EV0187  DESIGNATION -  H 752
 EV0187  PID         -  EV0187
 EV0187  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0187  USGS QUAD   -  VICTORVILLE (1993)
 EV0187
 EV0187                         *CURRENT SURVEY CONTROL
 EV0187  ___________________________________________________________________
 EV0187* NAD 83(1986)-  34 34 23.     (N)    117 19 50.     (W)     SCALED    
 EV0187* NAVD 88     -       809.93   (+/-2cm)    2657.2    (feet)  VERTCON   
 EV0187  ___________________________________________________________________
 EV0187  GEOID HEIGHT-         -31.88  (meters)                     GEOID09
 EV0187  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0187
 EV0187.The horizontal coordinates were scaled from a topographic map and have
 EV0187.an estimated accuracy of +/- 6 seconds.
 EV0187.
 EV0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0187
 EV0187.The vertical order pertains to the NGVD 29 superseded value.
 EV0187
 EV0187.The geoid height was determined by GEOID09.
 EV0187
 EV0187;                    North         East    Units  Estimated Accuracy
 EV0187;SPC CA 5     -   619,230.    2,061,420.      MT  (+/- 180 meters Scaled)
 EV0187
 EV0187                          SUPERSEDED SURVEY CONTROL
 EV0187
 EV0187  NGVD 29 (??/??/92)  809.092  (m)         2654.50   (f) ADJ UNCH    1 2
 EV0187
 EV0187.Superseded values are not recommended for survey control.
 EV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0187.See file dsdata.txt to determine how the superseded data were derived.
 EV0187
 EV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU696257(NAD 83)
 EV0187
 EV0187_MARKER: DB = BENCH MARK DISK
 EV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0187_STAMPING: H 752 1945
 EV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0187+STABILITY: SURFACE MOTION
 EV0187
 EV0187  HISTORY     - Date     Condition        Report By
 EV0187  HISTORY     - 1945     MONUMENTED       CGS
 EV0187  HISTORY     - 1956     GOOD             CGS
 EV0187  HISTORY     - 1961     GOOD             CGS
 EV0187
 EV0187                          STATION DESCRIPTION
 EV0187
 EV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0187'3.4 MI NW FROM VICTORVILLE.
 EV0187'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM ATCHISON, TOPEKA
 EV0187'AND SANTA FE RAILWAY AT VICTORVILLE, THENCE 0.8 MILE WEST ALONG
 EV0187'OLD ADELANTO ROAD, 0.3 MILE EAST OF THE CALIFORNIA ELECTRIC POWER
 EV0187'COMPANY TURNER SUBSTATION NUMBER 1, AT THE TOP OF A SMALL
 EV0187'RISE LEAVING A SANDY DRY WASH, AT THE Y JUNCTION OF A DIRT ROAD
 EV0187'LEADING SOUTHEAST, 0.5 MILE WEST OF A STEEL BRIDGE OVER THE
 EV0187'MOJAVE RIVER, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 EV0187'ROAD, 2.5 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 EV0187'POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 EV0187'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EV0187
 EV0187                          STATION RECOVERY (1961)
 EV0187
 EV0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0795 ***********************************************************************
 DX0795  DESIGNATION -  H 753
 DX0795  PID         -  DX0795
 DX0795  STATE/COUNTY-  CA/RIVERSIDE
 DX0795  USGS QUAD   -  PALM SPRINGS (1996)
 DX0795
 DX0795                         *CURRENT SURVEY CONTROL
 DX0795  ___________________________________________________________________
 DX0795* NAD 83(1986)-  33 52 11.     (N)    116 32 43.     (W)     SCALED    
 DX0795* NAVD 88     -       188.91   (+/-2cm)     619.8    (feet)  VERTCON   
 DX0795  ___________________________________________________________________
 DX0795  GEOID HEIGHT-         -32.22  (meters)                     GEOID09
 DX0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0795
 DX0795.The horizontal coordinates were scaled from a topographic map and have
 DX0795.an estimated accuracy of +/- 6 seconds.
 DX0795.
 DX0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0795
 DX0795.The vertical order pertains to the NGVD 29 superseded value.
 DX0795
 DX0795.The geoid height was determined by GEOID09.
 DX0795
 DX0795;                    North         East    Units  Estimated Accuracy
 DX0795;SPC CA 6     -   688,920.    1,972,680.      MT  (+/- 180 meters Scaled)
 DX0795
 DX0795                          SUPERSEDED SURVEY CONTROL
 DX0795
 DX0795  NGVD 29 (??/??/??)  188.170  (m)          617.35   (f) ADJUSTED    1 2
 DX0795
 DX0795.Superseded values are not recommended for survey control.
 DX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0795.See file dsdata.txt to determine how the superseded data were derived.
 DX0795
 DX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT420478(NAD 83)
 DX0795
 DX0795_MARKER: DB = BENCH MARK DISK
 DX0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0795_STAMPING: H 753 1945
 DX0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0795+STABILITY: SURFACE MOTION
 DX0795
 DX0795  HISTORY     - Date     Condition        Report By
 DX0795  HISTORY     - 1945     MONUMENTED       CGS
 DX0795  HISTORY     - 1960     GOOD             CGS
 DX0795  HISTORY     - 1965     GOOD             CGS
 DX0795
 DX0795                          STATION DESCRIPTION
 DX0795
 DX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DX0795'2 MI S FROM GARNET.
 DX0795'ALONG INDIAN AVENUE 2 MILES SOUTH OF THE SOUTHERN PACIFIC
 DX0795'RAILROAD STATION AT GARNET, 52.2 FEET EAST OF THE CENTERLINE
 DX0795'OF THE AVENUE, IN LINE WITH THE POWER LINE POLES, 163 FEET SOUTH
 DX0795'OF A POWER LINE POLE PAINTED BM, ON A SMALL RISE AND BETWEEN TWO
 DX0795'DIPS IN THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0795'AT THE PRESENT DUE TO DRIFTING SAND ABOUT 18 INCHES.
 DX0795
 DX0795                          STATION RECOVERY (1965)
 DX0795
 DX0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DX0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0702 ***********************************************************************
 DC0702  DESIGNATION -  H 84
 DC0702  PID         -  DC0702
 DC0702  STATE/COUNTY-  CA/SAN DIEGO
 DC0702  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0702
 DC0702                         *CURRENT SURVEY CONTROL
 DC0702  ___________________________________________________________________
 DC0702* NAD 83(1986)-  32 34 08.     (N)    117 01 05.     (W)     SCALED    
 DC0702* NAVD 88     -       164.76   (+/-2cm)     540.6    (feet)  VERTCON   
 DC0702  ___________________________________________________________________
 DC0702  GEOID HEIGHT-         -34.77  (meters)                     GEOID09
 DC0702  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0702
 DC0702.The horizontal coordinates were scaled from a topographic map and have
 DC0702.an estimated accuracy of +/- 6 seconds.
 DC0702.
 DC0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0702
 DC0702.The vertical order pertains to the NGVD 29 superseded value.
 DC0702
 DC0702.The geoid height was determined by GEOID09.
 DC0702
 DC0702;                    North         East    Units  Estimated Accuracy
 DC0702;SPC CA 6     -   544,870.    1,927,870.      MT  (+/- 180 meters Scaled)
 DC0702
 DC0702                          SUPERSEDED SURVEY CONTROL
 DC0702
 DC0702  NGVD 29 (??/??/??)  164.084  (m)          538.33   (f) ADJUSTED    1 2
 DC0702
 DC0702.Superseded values are not recommended for survey control.
 DC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0702.See file dsdata.txt to determine how the superseded data were derived.
 DC0702
 DC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS983034(NAD 83)
 DC0702
 DC0702_MARKER: DD = SURVEY DISK
 DC0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0702_STAMPING: H 84 539 1938
 DC0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0702+STABILITY: SURFACE MOTION
 DC0702
 DC0702  HISTORY     - Date     Condition        Report By
 DC0702  HISTORY     - 1938     MONUMENTED       USGS
 DC0702  HISTORY     - 1955     GOOD             CGS
 DC0702  HISTORY     - 1969     GOOD             CA-073
 DC0702  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0702
 DC0702                          STATION DESCRIPTION
 DC0702
 DC0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0702'3.6 MI NE FROM SAN YSIDRO.
 DC0702'1.5 MILE NORTHWEST ALONG THE SAN DIEGO AND ARIZONA EASTERN
 DC0702'RAILWAY FROM THE STATION AT SAN YSIDRO, THENCE 2.1 MILES EAST
 DC0702'ALONG BROWNFIELD ROAD, AT THE WEST END OF A LONG TANGENT, AT
 DC0702'THE SUMMIT OF A LONG GRADE, AT A SHARP CURVE, AT THE
 DC0702'INTERSECTION OF A DIRT ROAD, 55 1/2 FEET NORTHEAST OF AND ACROS
 DC0702'BROWNFIELD ROAD FROM A 24-INCH EUCALYPTUS TREE USED AS A FENCE
 DC0702'CORNER POST, 35 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD,
 DC0702'28.7 FEET NORTH OF THE CENTER LINE OF BROWNFIELD ROAD, 1.9 FEET
 DC0702'SOUTH OF A FENCE, ABOUT LEVEL WITH BROWNFIELD ROAD, AND SET IN
 DC0702'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DC0702
 DC0702                          STATION RECOVERY (1969)
 DC0702
 DC0702'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0702'RECOVERED IN GOOD CONDITION.
 DC0702
 DC0702                          STATION RECOVERY (1987)
 DC0702
 DC0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0702'NOT RECOVERED.  BELIEVED DESTROYED OR BURIED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0703 ***********************************************************************
 DC0703  DESIGNATION -  H 84 RM USGS
 DC0703  PID         -  DC0703
 DC0703  STATE/COUNTY-  CA/SAN DIEGO
 DC0703  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0703
 DC0703                         *CURRENT SURVEY CONTROL
 DC0703  ___________________________________________________________________
 DC0703* NAD 83(1986)-  32 34 08.     (N)    117 01 01.     (W)     SCALED    
 DC0703* NAVD 88     -       165.25   (+/-2cm)     542.2    (feet)  VERTCON   
 DC0703  ___________________________________________________________________
 DC0703  GEOID HEIGHT-         -34.76  (meters)                     GEOID09
 DC0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0703
 DC0703.The horizontal coordinates were scaled from a topographic map and have
 DC0703.an estimated accuracy of +/- 6 seconds.
 DC0703.
 DC0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0703
 DC0703.The vertical order pertains to the NGVD 29 superseded value.
 DC0703
 DC0703.The geoid height was determined by GEOID09.
 DC0703
 DC0703;                    North         East    Units  Estimated Accuracy
 DC0703;SPC CA 6     -   544,870.    1,927,980.      MT  (+/- 180 meters Scaled)
 DC0703
 DC0703                          SUPERSEDED SURVEY CONTROL
 DC0703
 DC0703  NGVD 29 (??/??/??)  164.572  (m)          539.93   (f) ADJUSTED    1 2
 DC0703
 DC0703.Superseded values are not recommended for survey control.
 DC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0703.See file dsdata.txt to determine how the superseded data were derived.
 DC0703
 DC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS984034(NAD 83)
 DC0703
 DC0703_MARKER: N = NAIL
 DC0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0703_SP_SET: EUCALYPTUS TREE ROOT
 DC0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0703
 DC0703  HISTORY     - Date     Condition        Report By
 DC0703  HISTORY     - UNK      MONUMENTED       CGS
 DC0703  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0703
 DC0703                          STATION DESCRIPTION
 DC0703
 DC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0703'1.4 MI W FROM BROWN FIELD.
 DC0703'164 FEET EAST OF BENCH MARK H 84 (USGS) DESCRIBED ABOVE, 26 FEET
 DC0703'NORTH OF THE CENTERLINE OF THE ROAD, 13.5 FEET NORTHEAST OF A
 DC0703'CURVE SIGN, 0.6 FOOT SOUTH OF A FENCE, IN THE ROOT OF A
 DC0703'EUCALYPTUS TREE, AND ON THE WEST SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2380 ***********************************************************************
 EW2380  DESIGNATION -  H 99
 EW2380  PID         -  EW2380
 EW2380  STATE/COUNTY-  CA/LOS ANGELES
 EW2380  USGS QUAD   -  VAN NUYS (1972)
 EW2380
 EW2380                         *CURRENT SURVEY CONTROL
 EW2380  ___________________________________________________________________
 EW2380* NAD 83(1986)-  34 13 01.     (N)    118 28 29.     (W)     SCALED    
 EW2380* NAVD 88     -       241.96   (+/-2cm)     793.8    (feet)  VERTCON   
 EW2380  ___________________________________________________________________
 EW2380  GEOID HEIGHT-         -34.61  (meters)                     GEOID09
 EW2380  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2380
 EW2380.The horizontal coordinates were scaled from a topographic map and have
 EW2380.an estimated accuracy of +/- 6 seconds.
 EW2380.
 EW2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2380
 EW2380.The vertical order pertains to the NGVD 29 superseded value.
 EW2380
 EW2380.The geoid height was determined by GEOID09.
 EW2380
 EW2380;                    North         East    Units  Estimated Accuracy
 EW2380;SPC CA 5     -   579,630.    1,956,260.      MT  (+/- 180 meters Scaled)
 EW2380
 EW2380                          SUPERSEDED SURVEY CONTROL
 EW2380
 EW2380  NGVD 29 (??/??/92)  241.183  (m)          791.28   (f) ADJ UNCH    1 2
 EW2380
 EW2380.Superseded values are not recommended for survey control.
 EW2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2380.See file dsdata.txt to determine how the superseded data were derived.
 EW2380
 EW2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT641871(NAD 83)
 EW2380
 EW2380_MARKER: DB = BENCH MARK DISK
 EW2380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2380_SP_SET: BRIDGE ABUTMENT
 EW2380_STAMPING: H 99 1932
 EW2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2380
 EW2380  HISTORY     - Date     Condition        Report By
 EW2380  HISTORY     - 1932     MONUMENTED       CGS
 EW2380  HISTORY     - 1961     GOOD             CGS
 EW2380  HISTORY     - 1966     GOOD             CGS
 EW2380
 EW2380                          STATION DESCRIPTION
 EW2380
 EW2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW2380'3.7 MI SE FROM NORTHRIDGE.
 EW2380'3.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW2380'FROM THE CROSSING OF RESEDA BOULEVARD AT NORTHRIDGE, IN THE
 EW2380'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE 453.42,
 EW2380'8.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN
 EW2380'THE TRACK.
 EW2380
 EW2380                          STATION RECOVERY (1966)
 EW2380
 EW2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EW2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3483 ***********************************************************************
 HS3483  DESIGNATION -  I 8
 HS3483  PID         -  HS3483
 HS3483  STATE/COUNTY-  CA/ALAMEDA
 HS3483  USGS QUAD   -  ALTAMONT (1981)
 HS3483
 HS3483                         *CURRENT SURVEY CONTROL
 HS3483  ___________________________________________________________________
 HS3483* NAD 83(1986)-  37 43 38.     (N)    121 40 32.     (W)     SCALED    
 HS3483* NAVD 88     -       219.12   (+/-2cm)     718.9    (feet)  VERTCON   
 HS3483  ___________________________________________________________________
 HS3483  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 HS3483  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3483
 HS3483.The horizontal coordinates were scaled from a topographic map and have
 HS3483.an estimated accuracy of +/- 6 seconds.
 HS3483.
 HS3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3483
 HS3483.The vertical order pertains to the NGVD 29 superseded value.
 HS3483
 HS3483.The geoid height was determined by GEOID09.
 HS3483
 HS3483;                    North         East    Units  Estimated Accuracy
 HS3483;SPC CA 3     -   636,850.    1,896,380.      MT  (+/- 180 meters Scaled)
 HS3483
 HS3483                          SUPERSEDED SURVEY CONTROL
 HS3483
 HS3483  NGVD 29 (??/??/??)  218.314  (m)          716.25   (f) ADJUSTED    1 1
 HS3483
 HS3483.Superseded values are not recommended for survey control.
 HS3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3483.See file dsdata.txt to determine how the superseded data were derived.
 HS3483
 HS3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG167763(NAD 83)
 HS3483
 HS3483_MARKER: DB = BENCH MARK DISK
 HS3483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HS3483_SP_SET: ABUTMENT
 HS3483_STAMPING: I 8 1912
 HS3483_MARK LOGO: CGS   
 HS3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3483
 HS3483  HISTORY     - Date     Condition        Report By
 HS3483  HISTORY     - 1912     MONUMENTED       CGS
 HS3483  HISTORY     - 1967     GOOD             CGS
 HS3483  HISTORY     - 1974     GOOD             NGS
 HS3483
 HS3483                          STATION DESCRIPTION
 HS3483
 HS3483'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HS3483'1.3 MI SW FROM ALTAMONT.
 HS3483'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3483'FROM THE ABANDONED STATION AT ALTAMONT, 0.3 MILE WEST OF MILEPOLE
 HS3483'54, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 HS3483'BRIDGE 53.68, 6.0 FEET EAST OF THE EAST RAIL, 0.5 FOOT NORTH
 HS3483'OF THE SOUTH EDGE OF THE ABUTMENT, 0.4 FOOT WEST OF THE EAST
 HS3483'EDGE OF THE ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 HS3483
 HS3483                          STATION RECOVERY (1974)
 HS3483
 HS3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2043 ***********************************************************************
 EW2043  DESIGNATION -  I32
 EW2043  PID         -  EW2043
 EW2043  STATE/COUNTY-  CA/LOS ANGELES
 EW2043  USGS QUAD   -  BURBANK (1994)
 EW2043
 EW2043                         *CURRENT SURVEY CONTROL
 EW2043  ___________________________________________________________________
 EW2043* NAD 83(1986)-  34 09 42.     (N)    118 16 57.     (W)     SCALED    
 EW2043* NAVD 88     -       144.00   (+/-2cm)     472.4    (feet)  VERTCON   
 EW2043  ___________________________________________________________________
 EW2043  GEOID HEIGHT-         -34.22  (meters)                     GEOID09
 EW2043  VERT ORDER  -  THIRD (See Below)
 EW2043
 EW2043.The horizontal coordinates were scaled from a topographic map and have
 EW2043.an estimated accuracy of +/- 6 seconds.
 EW2043.
 EW2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2043
 EW2043.The vertical order pertains to the NGVD 29 superseded value.
 EW2043
 EW2043.The geoid height was determined by GEOID09.
 EW2043
 EW2043;                    North         East    Units  Estimated Accuracy
 EW2043;SPC CA 5     -   573,430.    1,973,950.      MT  (+/- 180 meters Scaled)
 EW2043
 EW2043                          SUPERSEDED SURVEY CONTROL
 EW2043
 EW2043  NGVD 29 (??/??/??)  143.19   (m)          469.8    (f) RESET       3  
 EW2043
 EW2043.Superseded values are not recommended for survey control.
 EW2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2043.See file dsdata.txt to determine how the superseded data were derived.
 EW2043
 EW2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT817808(NAD 83)
 EW2043
 EW2043_MARKER: DB = BENCH MARK DISK
 EW2043_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2043_SP_SET: CURB
 EW2043_STAMPING: I 32 1920
 EW2043_MARK LOGO: CGS   
 EW2043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2043
 EW2043  HISTORY     - Date     Condition        Report By
 EW2043  HISTORY     - 1920     MONUMENTED       CGS
 EW2043  HISTORY     - 1955     GOOD             CGS
 EW2043  HISTORY     - 1964     GOOD             CGS
 EW2043  HISTORY     - 1987     GOOD             NGS
 EW2043
 EW2043                          STATION DESCRIPTION
 EW2043
 EW2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EW2043'AT GLENDALE.
 EW2043'AT GLENDALE, 3.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2043'COMPANY RAILROAD FROM THE STATION, 4 1/2 TELEPHONE POLES
 EW2043'SOUTHEAST OF MILEPOLE 474, IN THE TOP OF THE CONCRETE CURB ALONG
 EW2043'THE SOUTHWEST FACE LINE AROUND A PUMPING STATION BUILDING,
 EW2043'225 FEET NORTHWEST OF THE CENTER LINE OF GRANDVIEW AVENUE
 EW2043'LEADING SOUTHWEST TO GRAND CENTRAL AIR TERMINAL, 48.8 FEET
 EW2043'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK,
 EW2043'0.8 FOOT NORTHWEST OF THE NORTHWEST IRON GATE POST, 0.3 FOOT
 EW2043'NORTHWEST OF THE SOUTHEAST END OF CONCRETE CURB, AND ABOUT 1
 EW2043'FOOT LOWER THAN THE TRACK.
 EW2043
 EW2043                          STATION RECOVERY (1964)
 EW2043
 EW2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EW2043'RECOVERED IN GOOD CONDITION.
 EW2043
 EW2043                          STATION RECOVERY (1987)
 EW2043
 EW2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2043'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 341182 IS
 EW2043'ADEQUATE.  NOT LEVELED THIS SURVEY, THE MARK IS UNDER A CHAIN LINK
 EW2043'FENCE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0009 ***********************************************************************
 LU0009  DESIGNATION -  J 15
 LU0009  PID         -  LU0009
 LU0009  STATE/COUNTY-  CA/SHASTA
 LU0009  USGS QUAD   -  REDDING (1969)
 LU0009
 LU0009                         *CURRENT SURVEY CONTROL
 LU0009  ___________________________________________________________________
 LU0009* NAD 83(1986)-  40 35 00.     (N)    122 23 35.     (W)     SCALED    
 LU0009* NAVD 88     -       170.262  (meters)     558.60   (feet)  ADJUSTED  
 LU0009  ___________________________________________________________________
 LU0009  GEOID HEIGHT-         -27.52  (meters)                     GEOID09
 LU0009  DYNAMIC HT  -         170.177 (meters)     558.32  (feet)  COMP
 LU0009  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LU0009
 LU0009  VERT ORDER  -  FIRST     CLASS II
 LU0009
 LU0009.The horizontal coordinates were scaled from a topographic map and have
 LU0009.an estimated accuracy of +/- 6 seconds.
 LU0009.
 LU0009.The orthometric height was determined by differential leveling and
 LU0009.adjusted in June 1991.
 LU0009
 LU0009.WARNING-Repeat measurements at this control monument indicate possible
 LU0009.vertical movement.
 LU0009
 LU0009.The geoid height was determined by GEOID09.
 LU0009
 LU0009.The dynamic height is computed by dividing the NAVD 88
 LU0009.geopotential number by the normal gravity value computed on the
 LU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0009.degrees latitude (g = 980.6199 gals.).
 LU0009
 LU0009.The modeled gravity was interpolated from observed gravity values.
 LU0009
 LU0009;                    North         East    Units  Estimated Accuracy
 LU0009;SPC CA 1     -   638,870.    1,966,730.      MT  (+/- 180 meters Scaled)
 LU0009
 LU0009                          SUPERSEDED SURVEY CONTROL
 LU0009
 LU0009  NGVD 29 (12/02/92)  169.461  (m)          555.97   (f) ADJUSTED    1 2
 LU0009
 LU0009.Superseded values are not recommended for survey control.
 LU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0009.See file dsdata.txt to determine how the superseded data were derived.
 LU0009
 LU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK513926(NAD 83)
 LU0009
 LU0009_MARKER: DB = BENCH MARK DISK
 LU0009_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LU0009_SP_SET: FOUNDATION
 LU0009_STAMPING: J 15 1919 555.662 FEET
 LU0009_MARK LOGO: CGS   
 LU0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0009+STABILITY: POSITION/ELEVATION WELL
 LU0009
 LU0009  HISTORY     - Date     Condition        Report By
 LU0009  HISTORY     - 1919     MONUMENTED       CGS
 LU0009  HISTORY     - 1957     GOOD             CGS
 LU0009  HISTORY     - 1988     GOOD             NGS
 LU0009
 LU0009                          STATION DESCRIPTION
 LU0009
 LU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LU0009'AT REDDING.
 LU0009'AT REDDING, IN R5W T32N, ON YUBA STREET MIDWAY BETWEEN CALIFORNIA
 LU0009'STREET AND THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AT THE
 LU0009'LORENZ HOTEL BUILDING, SET VERTICALLY IN THE NORTH FACE OF
 LU0009'THE NORTHWEST SANDSTONE PILLAR, 163.5 FEET EAST OF THE EAST
 LU0009'RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LU0009'40 FEET SOUTH OF THE CENTER LINE OF YUBA STREET, 1.4 FEET
 LU0009'EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.0 FOOT
 LU0009'ABOVE THE SIDEWALK.
 LU0009
 LU0009                          STATION RECOVERY (1988)
 LU0009
 LU0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2017 ***********************************************************************
 GU2017  DESIGNATION -  J 150 A
 GU2017  PID         -  GU2017
 GU2017  STATE/COUNTY-  CA/MONTEREY
 GU2017  USGS QUAD   -  SALINAS (1984)
 GU2017
 GU2017                         *CURRENT SURVEY CONTROL
 GU2017  ___________________________________________________________________
 GU2017* NAD 83(1986)-  36 40 45.     (N)    121 39 17.     (W)     SCALED    
 GU2017* NAVD 88     -        16.121  (meters)      52.89   (feet)  ADJUSTED  
 GU2017  ___________________________________________________________________
 GU2017  GEOID HEIGHT-         -33.81  (meters)                     GEOID09
 GU2017  DYNAMIC HT  -          16.108 (meters)      52.85  (feet)  COMP
 GU2017  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 GU2017
 GU2017  VERT ORDER  -  FIRST     CLASS I
 GU2017
 GU2017.The horizontal coordinates were scaled from a topographic map and have
 GU2017.an estimated accuracy of +/- 6 seconds.
 GU2017.
 GU2017.The orthometric height was determined by differential leveling and
 GU2017.adjusted in June 1991.
 GU2017
 GU2017.Photographs are available for this station.
 GU2017
 GU2017.The geoid height was determined by GEOID09.
 GU2017
 GU2017.The dynamic height is computed by dividing the NAVD 88
 GU2017.geopotential number by the normal gravity value computed on the
 GU2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2017.degrees latitude (g = 980.6199 gals.).
 GU2017
 GU2017.The modeled gravity was interpolated from observed gravity values.
 GU2017
 GU2017;                    North         East    Units  Estimated Accuracy
 GU2017;SPC CA 4     -   652,620.    1,762,750.      MT  (+/- 180 meters Scaled)
 GU2017
 GU2017                          SUPERSEDED SURVEY CONTROL
 GU2017
 GU2017  NGVD 29 (??/??/??)   15.239  (m)           50.00   (f) ADJUSTED    1 1
 GU2017
 GU2017.Superseded values are not recommended for survey control.
 GU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2017.See file dsdata.txt to determine how the superseded data were derived.
 GU2017
 GU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF202601(NAD 83)
 GU2017
 GU2017_MARKER: DB = BENCH MARK DISK
 GU2017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2017_SP_SET: BRIDGE
 GU2017_STAMPING: J 150 A 1935
 GU2017_MARK LOGO: CGS   
 GU2017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GU2017+STABILITY: POSITION/ELEVATION WELL
 GU2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2017+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 GU2017
 GU2017  HISTORY     - Date     Condition        Report By
 GU2017  HISTORY     - 1935     MONUMENTED       CGS
 GU2017  HISTORY     - 1968     GOOD             CGS
 GU2017  HISTORY     - 19881215 GOOD             NGS
 GU2017  HISTORY     - 20091117 GOOD             CADT
 GU2017
 GU2017                          STATION DESCRIPTION
 GU2017
 GU2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU2017'AT SALINAS.
 GU2017'AT SALINAS, 0.1 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY
 GU2017'RAILROAD FROM THE STATION, IN THE TOP OF THE SOUTH END OF THE
 GU2017'EAST CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE 118.39 OVER NORTH
 GU2017'MAIN STREET, 10.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 GU2017'0.8 FOOT SOUTH OF THE SOUTH END OF A RETAINING WALL, 0.7 FOOT
 GU2017'EAST OF THE EAST FACE OF THE CONCRETE RETAINING WALL, AND ABOUT
 GU2017'LEVEL WITH THE TRACK.
 GU2017
 GU2017                          STATION RECOVERY (1988)
 GU2017
 GU2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2017'RECOVERED IN GOOD CONDITION.
 GU2017
 GU2017                          STATION RECOVERY (2009)
 GU2017
 GU2017'RECOVERY NOTE BY CALTRANS 2009 (KJ)
 GU2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2060 ***********************************************************************
 EW2060  DESIGNATION -  J 36
 EW2060  PID         -  EW2060
 EW2060  STATE/COUNTY-  CA/LOS ANGELES
 EW2060  USGS QUAD   -  BURBANK (1994)
 EW2060
 EW2060                         *CURRENT SURVEY CONTROL
 EW2060  ___________________________________________________________________
 EW2060* NAD 83(1986)-  34 10 46.     (N)    118 18 27.     (W)     SCALED    
 EW2060* NAVD 88     -       184.49   (+/-2cm)     605.3    (feet)  VERTCON   
 EW2060  ___________________________________________________________________
 EW2060  GEOID HEIGHT-         -34.18  (meters)                     GEOID09
 EW2060  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2060
 EW2060.The horizontal coordinates were scaled from a topographic map and have
 EW2060.an estimated accuracy of +/- 6 seconds.
 EW2060.
 EW2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2060
 EW2060.The vertical order pertains to the NGVD 29 superseded value.
 EW2060
 EW2060.The geoid height was determined by GEOID09.
 EW2060
 EW2060;                    North         East    Units  Estimated Accuracy
 EW2060;SPC CA 5     -   575,410.    1,971,650.      MT  (+/- 180 meters Scaled)
 EW2060
 EW2060                          SUPERSEDED SURVEY CONTROL
 EW2060
 EW2060  NGVD 29 (??/??/92)  183.685  (m)          602.64   (f) ADJ UNCH    1 2
 EW2060
 EW2060.Superseded values are not recommended for survey control.
 EW2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2060.See file dsdata.txt to determine how the superseded data were derived.
 EW2060
 EW2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT795828(NAD 83)
 EW2060
 EW2060_MARKER: DB = BENCH MARK DISK
 EW2060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2060_SP_SET: WALL
 EW2060_STAMPING: J 36 1923
 EW2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2060
 EW2060  HISTORY     - Date     Condition        Report By
 EW2060  HISTORY     - 1923     MONUMENTED       CGS
 EW2060  HISTORY     - 1955     GOOD             CGS
 EW2060  HISTORY     - 1964     GOOD             CGS
 EW2060
 EW2060                          STATION DESCRIPTION
 EW2060
 EW2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EW2060'AT BURBANK.
 EW2060'AT BURBANK, AT THE INTERSECTION OF SAN FERNANDO BOULEVARD AND
 EW2060'ANGELENO AVENUE, AT 208 SAN FERNANDO BOULEVARD (A PAINT STORE),
 EW2060'SET VERTICALLY IN THE SOUTHWEST BRICK WALL, 66.5 FEET SOUTHEAST
 EW2060'OF THE SOUTHEAST CURB OF THE AVENUE, 11.9 FEET NORTHEAST OF THE
 EW2060'NORTHEAST CURB OF THE BOULEVARD, AND 4.4 FEET ABOVE THE SIDEWALK.
 EW2060
 EW2060                          STATION RECOVERY (1964)
 EW2060
 EW2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EW2060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0280 ***********************************************************************
 HT0280  DESIGNATION -  J 738
 HT0280  PID         -  HT0280
 HT0280  STATE/COUNTY-  CA/ALAMEDA
 HT0280  USGS QUAD   -  SAN LEANDRO (1993)
 HT0280
 HT0280                         *CURRENT SURVEY CONTROL
 HT0280  ___________________________________________________________________
 HT0280* NAD 83(1986)-  37 43 37.     (N)    122 12 18.     (W)     SCALED    
 HT0280* NAVD 88     -         1.719  (meters)       5.64   (feet)  ADJUSTED  
 HT0280  ___________________________________________________________________
 HT0280  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0280  DYNAMIC HT  -           1.718 (meters)       5.64  (feet)  COMP
 HT0280  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 HT0280
 HT0280  VERT ORDER  -  FIRST     CLASS II
 HT0280
 HT0280.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0280
 HT0280.The horizontal coordinates were scaled from a topographic map and have
 HT0280.an estimated accuracy of +/- 6 seconds.
 HT0280.
 HT0280.The orthometric height was determined by differential leveling and
 HT0280.adjusted in June 1991.
 HT0280
 HT0280.The geoid height was determined by GEOID09.
 HT0280
 HT0280.The dynamic height is computed by dividing the NAVD 88
 HT0280.geopotential number by the normal gravity value computed on the
 HT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0280.degrees latitude (g = 980.6199 gals.).
 HT0280
 HT0280.The modeled gravity was interpolated from observed gravity values.
 HT0280
 HT0280;                    North         East    Units  Estimated Accuracy
 HT0280;SPC CA 3     -   637,540.    1,849,710.      MT  (+/- 180 meters Scaled)
 HT0280
 HT0280                          SUPERSEDED SURVEY CONTROL
 HT0280
 HT0280  NGVD 29 (10/21/93)    0.894  (m)            2.93   (f) ADJUSTED    1 2
 HT0280
 HT0280.Superseded values are not recommended for survey control.
 HT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0280.See file dsdata.txt to determine how the superseded data were derived.
 HT0280
 HT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG700758(NAD 83)
 HT0280
 HT0280_MARKER: DB = BENCH MARK DISK
 HT0280_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT0280+WITH SETTING: PAVEMENT
 HT0280_SP_SET: FLAG POLE BASE
 HT0280_STAMPING: J 738 1944
 HT0280_MARK LOGO: CGS   
 HT0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0280+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 HT0280
 HT0280  HISTORY     - Date     Condition        Report By
 HT0280  HISTORY     - 1944     MONUMENTED       CGS
 HT0280  HISTORY     - 1956     GOOD             CGS
 HT0280  HISTORY     - 1963     GOOD             CGS
 HT0280  HISTORY     - 1983     GOOD             USGS
 HT0280  HISTORY     - 19860603 GOOD             USPSQD
 HT0280  HISTORY     - 19880928 GOOD             NGS
 HT0280  HISTORY     - 20051114 GOOD             GEOCAC
 HT0280
 HT0280                          STATION DESCRIPTION
 HT0280
 HT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0280'AT OAKLAND MUN AIRPORT.
 HT0280'AT OAKLAND MUNICIPAL AIRPORT, IN R3W T2S, ALONG EARHART DRIVE,
 HT0280'AT THE ADMINISTRATION BUILDING PASSENGER TERMINAL, AT THE
 HT0280'APPROXIMATE CENTER OF A SMALL ISLAND FOR A MONUMENT AND FLAG
 HT0280'POLE, IN TOP OF THE SOUTH CORNER OF THE CONCRETE BASE FOR THE
 HT0280'MONUMENT, 59.3 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST
 HT0280'MAIN ENTRANCE TO THE BUILDING, 20.0 FEET SOUTHWEST OF THE
 HT0280'SOUTHWEST CURB OF THE DRIVE, AND ABOUT LEVEL WITH THE DRIVE.
 HT0280
 HT0280                          STATION RECOVERY (1963)
 HT0280
 HT0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0280'RECOVERED IN GOOD CONDITION.
 HT0280
 HT0280                          STATION RECOVERY (1983)
 HT0280
 HT0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 HT0280'RECOVERED IN GOOD CONDITION.
 HT0280
 HT0280                          STATION RECOVERY (1986)
 HT0280
 HT0280'RECOVERY NOTE BY US POWER SQUADRON 1986 (WO)
 HT0280'RECOVERED IN GOOD CONDITION.
 HT0280
 HT0280                          STATION RECOVERY (1988)
 HT0280
 HT0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0280'RECOVERED IN GOOD CONDITION.
 HT0280
 HT0280                          STATION RECOVERY (2005)
 HT0280
 HT0280'RECOVERY NOTE BY GEOCACHING 2005
 HT0280'RECOVERED IN GOOD CONDITION AT N 37  43.636 W 122  12.304 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0116 ***********************************************************************
 DZ0116  DESIGNATION -  J 739
 DZ0116  PID         -  DZ0116
 DZ0116  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0116  USGS QUAD   -  SANTA MARIA (1982)
 DZ0116
 DZ0116                         *CURRENT SURVEY CONTROL
 DZ0116  ___________________________________________________________________
 DZ0116* NAD 83(1986)-  34 53 02.     (N)    120 27 15.     (W)     SCALED    
 DZ0116* NAVD 88     -        75.96   (+/-2cm)     249.2    (feet)  VERTCON   
 DZ0116  ___________________________________________________________________
 DZ0116  GEOID HEIGHT-         -35.77  (meters)                     GEOID09
 DZ0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0116
 DZ0116.This mark is at Santa Maria Pub/capt G Allan Hancock Fld Airport (SMX)
 DZ0116
 DZ0116.The horizontal coordinates were scaled from a topographic map and have
 DZ0116.an estimated accuracy of +/- 6 seconds.
 DZ0116.
 DZ0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0116
 DZ0116.The vertical order pertains to the NGVD 29 superseded value.
 DZ0116
 DZ0116.The geoid height was determined by GEOID09.
 DZ0116
 DZ0116;                    North         East    Units  Estimated Accuracy
 DZ0116;SPC CA 5     -   656,250.    1,775,690.      MT  (+/- 180 meters Scaled)
 DZ0116
 DZ0116                          SUPERSEDED SURVEY CONTROL
 DZ0116
 DZ0116  NGVD 29 (??/??/92)   75.151  (m)          246.56   (f) ADJ UNCH    1 2
 DZ0116
 DZ0116.Superseded values are not recommended for survey control.
 DZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0116.See file dsdata.txt to determine how the superseded data were derived.
 DZ0116
 DZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD326631(NAD 83)
 DZ0116
 DZ0116_MARKER: DB = BENCH MARK DISK
 DZ0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0116_SP_SET: CONCRETE BASE
 DZ0116_STAMPING: J 739 1945
 DZ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0116
 DZ0116  HISTORY     - Date     Condition        Report By
 DZ0116  HISTORY     - 1945     MONUMENTED       CGS
 DZ0116  HISTORY     - 1956     GOOD             CGS
 DZ0116  HISTORY     - 1972     GOOD             NGS
 DZ0116
 DZ0116                          STATION DESCRIPTION
 DZ0116
 DZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0116'AT SANTA MARIA AIRPORT.
 DZ0116'AT SANTA MARIA AIRPORT, ABOUT 0.7 MILE SOUTH OF THE HANGAR,
 DZ0116'ALONG LOWER ORCUTT ROAD, 0.1 MILE NORTH OF THE INTERSECTION OF AN
 DZ0116'EAST-WEST ASPHALT ROAD, AT THE Y JUNCTION OF A DIRT ROAD
 DZ0116'LEADING NORTHWEST TO THE AIRPORT DUMP GROUNDS, AT THE WEST
 DZ0116'EDGE OF A CONCRETE PARKING CIRCLE, IN THE TOP OF THE CONCRETE
 DZ0116'BASE FOR WATER AND ELECTRICITY OUTLETS FOR HARDSTAND 20, ABOUT
 DZ0116'60 YARDS WEST OF THE CENTER LINE OF TAXIWAY 5, 51 FEET
 DZ0116'NORTHEAST OF THE CENTER OF THE JUNCTION, 35 FEET EAST OF THE
 DZ0116'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 DZ0116'CONCRETE CIRCLE.
 DZ0116
 DZ0116                          STATION RECOVERY (1972)
 DZ0116
 DZ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DZ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0022 ***********************************************************************
 LU0022  DESIGNATION -  J 742
 LU0022  PID         -  LU0022
 LU0022  STATE/COUNTY-  CA/SHASTA
 LU0022  USGS QUAD   -  ENTERPRISE (1969)
 LU0022
 LU0022                         *CURRENT SURVEY CONTROL
 LU0022  ___________________________________________________________________
 LU0022* NAD 83(1986)-  40 30 41.     (N)    122 17 56.     (W)     SCALED    
 LU0022* NAVD 88     -       151.69   (+/-2cm)     497.7    (feet)  VERTCON   
 LU0022  ___________________________________________________________________
 LU0022  GEOID HEIGHT-         -27.77  (meters)                     GEOID09
 LU0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0022
 LU0022.This mark is at Redding Municipal Airport (RDD)
 LU0022
 LU0022.The horizontal coordinates were scaled from a topographic map and have
 LU0022.an estimated accuracy of +/- 6 seconds.
 LU0022.
 LU0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0022
 LU0022.The vertical order pertains to the NGVD 29 superseded value.
 LU0022
 LU0022.The geoid height was determined by GEOID09.
 LU0022
 LU0022;                    North         East    Units  Estimated Accuracy
 LU0022;SPC CA 1     -   630,850.    1,974,670.      MT  (+/- 180 meters Scaled)
 LU0022
 LU0022                          SUPERSEDED SURVEY CONTROL
 LU0022
 LU0022  NGVD 29 (??/??/92)  150.895  (m)          495.06   (f) ADJ UNCH    1 2
 LU0022
 LU0022.Superseded values are not recommended for survey control.
 LU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0022.See file dsdata.txt to determine how the superseded data were derived.
 LU0022
 LU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK593847(NAD 83)
 LU0022
 LU0022_MARKER: DD = SURVEY DISK
 LU0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0022_STAMPING: J 742 1944
 LU0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0022+STABILITY: SURFACE MOTION
 LU0022
 LU0022  HISTORY     - Date     Condition        Report By
 LU0022  HISTORY     - 1944     MONUMENTED       DOD
 LU0022  HISTORY     - 1949     GOOD             CGS
 LU0022  HISTORY     - 1975     MARK NOT FOUND   NGS
 LU0022  HISTORY     - 19880624 MARK NOT FOUND   NGS
 LU0022
 LU0022                          STATION DESCRIPTION
 LU0022
 LU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0022'AT REDDING MUNICIPAL AIRPORT.
 LU0022'AT REDDING MUNICIPAL AIRPORT, SHASTA COUTNY, 474 FEET NORTH OF THE
 LU0022'NORTHEAST LEG OF THE CONTROL TOWER, 103 FEET NORTH OF THE NORTH EDGE
 LU0022'OF THE CONCRETE APRON IN FRONT OF THE REPAIR SHED, 126 FEET NORTH
 LU0022'OF THE NORTHEAST CORNER OF THE REPAIR SHED, 81 FEET WEST OF THE WEST
 LU0022'EDGE OF A TAXIWAY, AND 2.5 FEET WEST OF A WHITE WOODEN WITNESS
 LU0022'POST.  A STANDARD DISK, STAMPED J 742 1944 AND SET IN THE TOP
 LU0022'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LU0022
 LU0022                          STATION RECOVERY (1975)
 LU0022
 LU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LU0022'MARK NOT FOUND.
 LU0022
 LU0022                          STATION RECOVERY (1988)
 LU0022
 LU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1108 ***********************************************************************
 KS1108  DESIGNATION -  J 743 USE
 KS1108  PID         -  KS1108
 KS1108  STATE/COUNTY-  CA/BUTTE
 KS1108  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1108
 KS1108                         *CURRENT SURVEY CONTROL
 KS1108  ___________________________________________________________________
 KS1108* NAD 83(1986)-  39 48 16.     (N)    121 51 54.     (W)     SCALED    
 KS1108* NAVD 88     -        74.116  (meters)     243.16   (feet)  ADJUSTED  
 KS1108  ___________________________________________________________________
 KS1108  GEOID HEIGHT-         -27.50  (meters)                     GEOID09
 KS1108  DYNAMIC HT  -          74.078 (meters)     243.04  (feet)  COMP
 KS1108  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KS1108
 KS1108  VERT ORDER  -  FIRST     CLASS II
 KS1108
 KS1108.This mark is at Chico Municipal Airport (CIC)
 KS1108
 KS1108.The horizontal coordinates were scaled from a topographic map and have
 KS1108.an estimated accuracy of +/- 6 seconds.
 KS1108.
 KS1108.The orthometric height was determined by differential leveling and
 KS1108.adjusted in June 1991.
 KS1108
 KS1108.The geoid height was determined by GEOID09.
 KS1108
 KS1108.The dynamic height is computed by dividing the NAVD 88
 KS1108.geopotential number by the normal gravity value computed on the
 KS1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1108.degrees latitude (g = 980.6199 gals.).
 KS1108
 KS1108.The modeled gravity was interpolated from observed gravity values.
 KS1108
 KS1108;                    North         East    Units  Estimated Accuracy
 KS1108;SPC CA 2     -   737,320.    2,011,560.      MT  (+/- 180 meters Scaled)
 KS1108
 KS1108                          SUPERSEDED SURVEY CONTROL
 KS1108
 KS1108  NGVD 29 (??/??/??)   73.405  (m)          240.83   (f) ADJUSTED    1 2
 KS1108
 KS1108.Superseded values are not recommended for survey control.
 KS1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1108.See file dsdata.txt to determine how the superseded data were derived.
 KS1108
 KS1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK971066(NAD 83)
 KS1108
 KS1108_MARKER: P = PIPE CAP
 KS1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1108_STAMPING: J 743
 KS1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1108
 KS1108  HISTORY     - Date     Condition        Report By
 KS1108  HISTORY     - UNK      MONUMENTED       DOD
 KS1108  HISTORY     - 1949     GOOD             CGS
 KS1108  HISTORY     - 1975     GOOD             NGS
 KS1108
 KS1108                          STATION DESCRIPTION
 KS1108
 KS1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS1108'AT CHICO MUNICIPAL AIRPORT.
 KS1108'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 472 FEET NORTHWEST
 KS1108'(ALONG THE PROLONGATION OF THE CENTERLINE) OF THE NORTHWEST END
 KS1108'OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, 10 FEET NORTH OF THE
 KS1108'CENTERLINE OF A GRAVEL ROAD ALONG THE NORTH BOUNDARY FENCE, AND
 KS1108'1.3 FEET SOUTH OF THE FENCE.  A CORPS OF ENGINEERS U.S. ARMY,
 KS1108'STANDARD CAP, STAMPED J 743 AND FASTENED ON THE TOP OF A 3-INCH
 KS1108'IRON PIPE SET IN CONCRETE AND PROJECTING 0.8 FOOT ABOVE GROUND.
 KS1108
 KS1108                          STATION RECOVERY (1975)
 KS1108
 KS1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0104 ***********************************************************************
 HS0104  DESIGNATION -  J 745
 HS0104  PID         -  HS0104
 HS0104  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0104  USGS QUAD   -  STOCKTON EAST (1987)
 HS0104
 HS0104                         *CURRENT SURVEY CONTROL
 HS0104  ___________________________________________________________________
 HS0104* NAD 83(1986)-  37 53 37.     (N)    121 14 53.     (W)     SCALED    
 HS0104* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 HS0104  ___________________________________________________________________
 HS0104  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 HS0104  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0104
 HS0104.This mark is at Stockton Metro Airport (SCK)
 HS0104
 HS0104.The horizontal coordinates were scaled from a topographic map and have
 HS0104.an estimated accuracy of +/- 6 seconds.
 HS0104.
 HS0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0104
 HS0104.The vertical order pertains to the NGVD 29 superseded value.
 HS0104
 HS0104.The geoid height was determined by GEOID09.
 HS0104
 HS0104;                    North         East    Units  Estimated Accuracy
 HS0104;SPC CA 3     -   654,930.    1,934,210.      MT  (+/- 180 meters Scaled)
 HS0104
 HS0104                          SUPERSEDED SURVEY CONTROL
 HS0104
 HS0104  NGVD 29 (??/??/92)    6.939  (m)           22.77   (f) ADJ UNCH    1 2
 HS0104
 HS0104.Superseded values are not recommended for survey control.
 HS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0104.See file dsdata.txt to determine how the superseded data were derived.
 HS0104
 HS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG540954(NAD 83)
 HS0104
 HS0104_MARKER: DB = BENCH MARK DISK
 HS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0104_STAMPING: J 745 1945
 HS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0104+STABILITY: SURFACE MOTION
 HS0104
 HS0104  HISTORY     - Date     Condition        Report By
 HS0104  HISTORY     - 1945     MONUMENTED       CGS
 HS0104  HISTORY     - 1951     GOOD             CGS
 HS0104  HISTORY     - 1969     GOOD             CGS
 HS0104  HISTORY     - 19900320 GOOD             USPSQD
 HS0104
 HS0104                          STATION DESCRIPTION
 HS0104
 HS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HS0104'AT STOCKTON FIELD.
 HS0104'AT STOCKTON FIELD, AT THE INTERSECTION OF THIRD AND A STREETS,
 HS0104'65 1/2 FEET NORTHEAST OF THE CENTER LINE OF A STREET, 50 FEET NORTH
 HS0104'OF THE NORTH LEG OF THE CONTROL TOWER, 35 1/2 FEET SOUTHEAST
 HS0104'OF THE CENTER LINE OF THIRD STREET, 5.1 FEET SOUTHWEST OF THE
 HS0104'WEST CORNER OF A RESTAURANT AND LOUNGE AND SOUTHEAST OF THE
 HS0104'SOUTHEAST EDGE OF THE ASPHALT-PAVED PARKING AREA, AND SET IN THE
 HS0104'TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 HS0104
 HS0104                          STATION RECOVERY (1969)
 HS0104
 HS0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HS0104'RECOVERED IN GOOD CONDITION.
 HS0104
 HS0104                          STATION RECOVERY (1990)
 HS0104
 HS0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (PDG)
 HS0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0862 ***********************************************************************
 GT0862  DESIGNATION -  J 746
 GT0862  PID         -  GT0862
 GT0862  STATE/COUNTY-  CA/TULARE
 GT0862  USGS QUAD   -  GOSHEN (1969)
 GT0862
 GT0862                         *CURRENT SURVEY CONTROL
 GT0862  ___________________________________________________________________
 GT0862* NAD 83(1986)-  36 19 38.     (N)    119 23 53.     (W)     SCALED    
 GT0862* NAVD 88     -        88.70   (+/-2cm)     291.0    (feet)  VERTCON   
 GT0862  ___________________________________________________________________
 GT0862  GEOID HEIGHT-         -32.07  (meters)                     GEOID09
 GT0862  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0862
 GT0862.This mark is at Visalia Municipal Airport (VIS)
 GT0862
 GT0862.The horizontal coordinates were scaled from a topographic map and have
 GT0862.an estimated accuracy of +/- 6 seconds.
 GT0862.
 GT0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0862
 GT0862.The vertical order pertains to the NGVD 29 superseded value.
 GT0862
 GT0862.The geoid height was determined by GEOID09.
 GT0862
 GT0862;                    North         East    Units  Estimated Accuracy
 GT0862;SPC CA 4     -   610,360.    1,964,260.      MT  (+/- 180 meters Scaled)
 GT0862
 GT0862                          SUPERSEDED SURVEY CONTROL
 GT0862
 GT0862  NGVD 29 (??/??/92)   87.878  (m)          288.31   (f) ADJ UNCH    1 2
 GT0862
 GT0862.Superseded values are not recommended for survey control.
 GT0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0862.See file dsdata.txt to determine how the superseded data were derived.
 GT0862
 GT0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA847229(NAD 83)
 GT0862
 GT0862_MARKER: DB = BENCH MARK DISK
 GT0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0862_STAMPING: J 746 1945
 GT0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0862+STABILITY: SURFACE MOTION
 GT0862
 GT0862  HISTORY     - Date     Condition        Report By
 GT0862  HISTORY     - 1945     MONUMENTED       CGS
 GT0862  HISTORY     - 1954     GOOD             CGS
 GT0862  HISTORY     - 1972     GOOD             NGS
 GT0862
 GT0862                          STATION DESCRIPTION
 GT0862
 GT0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GT0862'AT VISALIA MUNICIPAL AIRPORT.
 GT0862'AT VISALIA MUNICIPAL AIRPORT, 111.0 FEET NORTH OF THE NORTHEAST
 GT0862'CORNER OF THE ADMINISTRATION BUILDING, 98.1 FEET NORTHEAST OF THE
 GT0862'FLAGPOLE, 49.4 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 GT0862'198, 0.7 FOOT SOUTH OF THE NORTH BOUNDARY FENCE, 1.6 FEET WEST OF
 GT0862'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET
 GT0862'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 GT0862'GROUND.  NOTE-- LOCATED IN THE NORTHWEST QUARTER OF SECTION 32,
 GT0862'T 18 S, R 24 E.
 GT0862
 GT0862                          STATION RECOVERY (1972)
 GT0862
 GT0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0561 ***********************************************************************
 EW0561  DESIGNATION -  J 747
 EW0561  PID         -  EW0561
 EW0561  STATE/COUNTY-  CA/LOS ANGELES
 EW0561  USGS QUAD   -  LANCASTER WEST (1974)
 EW0561
 EW0561                         *CURRENT SURVEY CONTROL
 EW0561  ___________________________________________________________________
 EW0561* NAD 83(1986)-  34 42 06.     (N)    118 14 02.     (W)     SCALED    
 EW0561* NAVD 88     -       715.97   (+/-2cm)    2349.0    (feet)  VERTCON   
 EW0561  ___________________________________________________________________
 EW0561  GEOID HEIGHT-         -32.26  (meters)                     GEOID09
 EW0561  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0561
 EW0561.The horizontal coordinates were scaled from a topographic map and have
 EW0561.an estimated accuracy of +/- 6 seconds.
 EW0561.
 EW0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0561
 EW0561.The vertical order pertains to the NGVD 29 superseded value.
 EW0561
 EW0561.The geoid height was determined by GEOID09.
 EW0561
 EW0561;                    North         East    Units  Estimated Accuracy
 EW0561;SPC CA 5     -   633,320.    1,978,570.      MT  (+/- 180 meters Scaled)
 EW0561
 EW0561                          SUPERSEDED SURVEY CONTROL
 EW0561
 EW0561  NGVD 29 (??/??/92)  715.124  (m)         2346.20   (f) ADJ UNCH    1 1
 EW0561
 EW0561.Superseded values are not recommended for survey control.
 EW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0561.See file dsdata.txt to determine how the superseded data were derived.
 EW0561
 EW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU869406(NAD 83)
 EW0561
 EW0561_MARKER: DB = BENCH MARK DISK
 EW0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0561_STAMPING: J 747 1945
 EW0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0561+STABILITY: SURFACE MOTION
 EW0561
 EW0561  HISTORY     - Date     Condition        Report By
 EW0561  HISTORY     - 1945     MONUMENTED       CGS
 EW0561  HISTORY     - 1971     GOOD             NGS
 EW0561
 EW0561                          STATION DESCRIPTION
 EW0561
 EW0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0561'5.8 MI W FROM LANCASTER.
 EW0561'5.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0561'HIGHWAY AT LANCASTER, THENCE 0.2 MILE SOUTHEAST THROUGH THE
 EW0561'MIRA LOMA FACILITY GROUNDS, AT THE OPERATIONS BUILDING (CONTROL
 EW0561'TOWER ON TOP OF THE BUILDING) 1.6 FEET NORTH OF THE WEST
 EW0561'CORNER OF THE BUILDING, AND SET IN THE TOP OF A CONCRETE POST
 EW0561'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1745 ***********************************************************************
 DY1745  DESIGNATION -  J 748
 DY1745  PID         -  DY1745
 DY1745  STATE/COUNTY-  CA/LOS ANGELES
 DY1745  USGS QUAD   -  TORRANCE (1981)
 DY1745
 DY1745                         *CURRENT SURVEY CONTROL
 DY1745  ___________________________________________________________________
 DY1745* NAD 83(1986)-  33 47 48.     (N)    118 19 48.     (W)     SCALED    
 DY1745* NAVD 88     -        35.64   (+/-2cm)     116.9    (feet)  VERTCON   
 DY1745  ___________________________________________________________________
 DY1745  GEOID HEIGHT-         -35.92  (meters)                     GEOID09
 DY1745  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1745
 DY1745.This mark is at Zamperini Field Airport (TOA)
 DY1745
 DY1745.The horizontal coordinates were scaled from a topographic map and have
 DY1745.an estimated accuracy of +/- 6 seconds.
 DY1745.
 DY1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1745
 DY1745.The vertical order pertains to the NGVD 29 superseded value.
 DY1745
 DY1745.The geoid height was determined by GEOID09.
 DY1745
 DY1745;                    North         East    Units  Estimated Accuracy
 DY1745;SPC CA 5     -   532,960.    1,969,440.      MT  (+/- 180 meters Scaled)
 DY1745
 DY1745                          SUPERSEDED SURVEY CONTROL
 DY1745
 DY1745  NGVD 29 (??/??/92)   34.883  (m)          114.45   (f) ADJ UNCH    1 2
 DY1745
 DY1745.Superseded values are not recommended for survey control.
 DY1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1745.See file dsdata.txt to determine how the superseded data were derived.
 DY1745
 DY1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768404(NAD 83)
 DY1745
 DY1745_MARKER: DB = BENCH MARK DISK
 DY1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1745_STAMPING: J 748 1945
 DY1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1745+STABILITY: SURFACE MOTION
 DY1745
 DY1745  HISTORY     - Date     Condition        Report By
 DY1745  HISTORY     - 1945     MONUMENTED       CGS
 DY1745  HISTORY     - 1960     MARK NOT FOUND   CGS
 DY1745  HISTORY     - 1971     GOOD             NGS
 DY1745  HISTORY     - 1978     GOOD             NGS
 DY1745  HISTORY     - 19990428 MARK NOT FOUND   NGS
 DY1745
 DY1745                          STATION DESCRIPTION
 DY1745
 DY1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DY1745'AT LOMITA FLIGHT STRIP.
 DY1745'AT THE LOMITA FLIGHT STRIP, AT THE HANGAR, SET AT THE SOUTHEAST
 DY1745'CORNER OF BUILDING NO. T-36 USED AS A REPAIR SHOP AND HANGAR,
 DY1745'2.5 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING.  IRON
 DY1745'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 DY1745'FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.  AN
 DY1745'IRON BENCH-MARK DISK, STAMPED J 748 1945 AND SET IN THE TOP OF
 DY1745'A CONCRETE POST.
 DY1745
 DY1745                          STATION RECOVERY (1971)
 DY1745
 DY1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DY1745'RECOVERED IN GOOD CONDITION.
 DY1745
 DY1745                          STATION RECOVERY (1978)
 DY1745
 DY1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1745'RECOVERED IN GOOD CONDITION.
 DY1745
 DY1745                          STATION RECOVERY (1999)
 DY1745
 DY1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DY1745'THE DESCRIBED AREA IS NOW THE SITE OF SEVERAL NEW HANGARS.  ASSUMED
 DY1745'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0049 ***********************************************************************
 DY0049  DESIGNATION -  J 749
 DY0049  PID         -  DY0049
 DY0049  STATE/COUNTY-  CA/ORANGE
 DY0049  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0049
 DY0049                         *CURRENT SURVEY CONTROL
 DY0049  ___________________________________________________________________
 DY0049* NAD 83(1986)-  33 47 56.     (N)    118 03 14.     (W)     SCALED    
 DY0049* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 DY0049  ___________________________________________________________________
 DY0049  GEOID HEIGHT-         -35.61  (meters)                     GEOID09
 DY0049  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0049
 DY0049.The horizontal coordinates were scaled from a topographic map and have
 DY0049.an estimated accuracy of +/- 6 seconds.
 DY0049.
 DY0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0049
 DY0049.The vertical order pertains to the NGVD 29 superseded value.
 DY0049
 DY0049.The geoid height was determined by GEOID09.
 DY0049
 DY0049;                    North         East    Units  Estimated Accuracy
 DY0049;SPC CA 6     -   682,470.    1,832,970.      MT  (+/- 180 meters Scaled)
 DY0049
 DY0049                          SUPERSEDED SURVEY CONTROL
 DY0049
 DY0049  NGVD 29 (??/??/92)    9.008  (m)           29.55   (f) ADJ UNCH    1 2
 DY0049
 DY0049.Superseded values are not recommended for survey control.
 DY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0049.See file dsdata.txt to determine how the superseded data were derived.
 DY0049
 DY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT024403(NAD 83)
 DY0049
 DY0049_MARKER: DB = BENCH MARK DISK
 DY0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0049_SP_SET: CONCRETE PILLAR
 DY0049_STAMPING: J 749 1945
 DY0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0049
 DY0049  HISTORY     - Date     Condition        Report By
 DY0049  HISTORY     - 1945     MONUMENTED       CGS
 DY0049  HISTORY     - 1958     GOOD             CGS
 DY0049
 DY0049                          STATION DESCRIPTION
 DY0049
 DY0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0049'AT LOS ALAMITOS NAS.
 DY0049'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION MAIN GATE, SET IN
 DY0049'THE SOUTH FACE OF THE WEST CONCRETE PILLAR AT THE GATE, JUST
 DY0049'WEST OF THE GUARD HOUSE, 5 FEET EAST OF THE SOUTHWEST CORNER
 DY0049'AND 5 FEET WEST OF THE SOUTHEAST CORNER OF PILLAR, 2.6 FEET
 DY0049'ABOVE GROUND LEVEL.  BRONZE BENCH MARK DISK SET VERTICALLY,
 DY0049'STAMPED J 749 1945.
 DY0049
 DY0049                          STATION RECOVERY (1958)
 DY0049
 DY0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0766 ***********************************************************************
 DC0766  DESIGNATION -  J 750
 DC0766  PID         -  DC0766
 DC0766  STATE/COUNTY-  CA/SAN DIEGO
 DC0766  USGS QUAD   -  POINT LOMA (1994)
 DC0766
 DC0766                         *CURRENT SURVEY CONTROL
 DC0766  ___________________________________________________________________
 DC0766* NAD 83(1986)-  32 37 41.     (N)    117 08 21.     (W)     SCALED    
 DC0766* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 DC0766  ___________________________________________________________________
 DC0766  GEOID HEIGHT-         -35.28  (meters)                     GEOID09
 DC0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0766
 DC0766.The horizontal coordinates were scaled from a topographic map and have
 DC0766.an estimated accuracy of +/- 6 seconds.
 DC0766.
 DC0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0766
 DC0766.The vertical order pertains to the NGVD 29 superseded value.
 DC0766
 DC0766.The geoid height was determined by GEOID09.
 DC0766
 DC0766;                    North         East    Units  Estimated Accuracy
 DC0766;SPC CA 6     -   551,530.    1,916,560.      MT  (+/- 180 meters Scaled)
 DC0766
 DC0766                          SUPERSEDED SURVEY CONTROL
 DC0766
 DC0766  NGVD 29 (??/??/??)    4.264  (m)           13.99   (f) ADJUSTED    1 2
 DC0766
 DC0766.Superseded values are not recommended for survey control.
 DC0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0766.See file dsdata.txt to determine how the superseded data were derived.
 DC0766
 DC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS869100(NAD 83)
 DC0766
 DC0766_MARKER: DB = BENCH MARK DISK
 DC0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0766_STAMPING: J 750 1945
 DC0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0766+STABILITY: SURFACE MOTION
 DC0766
 DC0766  HISTORY     - Date     Condition        Report By
 DC0766  HISTORY     - 1945     MONUMENTED       CGS
 DC0766  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0766
 DC0766                          STATION DESCRIPTION
 DC0766
 DC0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0766'4.6 MI SE FROM CORONADO.
 DC0766'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE
 DC0766'AT CORONADO, NEAR A PRIVATE ROAD INTERSECTION, 21 FEET NORTHEAST
 DC0766'OF THE NORTHEAST EDGE OF THE HIGHWAY, 13.5 FEET SOUTHWEST OF
 DC0766'THE CENTERLINE OF THE PRIVATE ROAD, 6.4 FEET NORTHEAST OF THE
 DC0766'NORTHEAST RAIL OF THE TRACK, AND 1.7 FEET SOUTHEAST OF A WHITE
 DC0766'WOODEN WITNESS POST.  A IRON DISK, STAMPED J 750 1945 AND SET
 DC0766'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 DC0766'NOTE-- THE ROAD IS NOW ABOUT 40 FEET WIDE AND THE MARK IS
 DC0766'BELIEVED TO HAVE BEEN DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0590 ***********************************************************************
 DW0590  DESIGNATION -  J 751
 DW0590  PID         -  DW0590
 DW0590  STATE/COUNTY-  CA/RIVERSIDE
 DW0590  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0590
 DW0590                         *CURRENT SURVEY CONTROL
 DW0590  ___________________________________________________________________
 DW0590* NAD 83(1986)-  33 45 14.     (N)    115 20 28.     (W)     SCALED    
 DW0590* NAVD 88     -       169.71   (+/-2cm)     556.8    (feet)  VERTCON   
 DW0590  ___________________________________________________________________
 DW0590  GEOID HEIGHT-         -32.80  (meters)                     GEOID09
 DW0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0590
 DW0590.The horizontal coordinates were scaled from a topographic map and have
 DW0590.an estimated accuracy of +/- 6 seconds.
 DW0590.
 DW0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0590
 DW0590.The vertical order pertains to the NGVD 29 superseded value.
 DW0590
 DW0590.The geoid height was determined by GEOID09.
 DW0590
 DW0590;                    North         East    Units  Estimated Accuracy
 DW0590;SPC CA 6     -   676,400.    2,084,210.      MT  (+/- 180 meters Scaled)
 DW0590
 DW0590                          SUPERSEDED SURVEY CONTROL
 DW0590
 DW0590  NGVD 29 (??/??/??)  169.040  (m)          554.59   (f) ADJUSTED    1 2
 DW0590
 DW0590.Superseded values are not recommended for survey control.
 DW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0590.See file dsdata.txt to determine how the superseded data were derived.
 DW0590
 DW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT536361(NAD 83)
 DW0590
 DW0590_MARKER: DB = BENCH MARK DISK
 DW0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0590_STAMPING: J 751 1945
 DW0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0590+STABILITY: SURFACE MOTION
 DW0590
 DW0590  HISTORY     - Date     Condition        Report By
 DW0590  HISTORY     - 1945     MONUMENTED       CGS
 DW0590  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0590
 DW0590                          STATION DESCRIPTION
 DW0590
 DW0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0590'AT DESERT CENTER ARMY AIR FIELD.
 DW0590'AT DESERT CENTER ARMY AIR FIELD, AT THE MAIN GATE, 0.5 MILE EAST
 DW0590'OF THE JUNCTION OF DESERT CENTER - RICE HIGHWAY AND THE DRIVE
 DW0590'LEADING TO THE AIR FIELD, 36.7 FEET SOUTH OF CENTERLINE OF
 DW0590'PAVED ROAD LEADING THROUGH MAIN GATE DIRECTLY TO CENTER OF
 DW0590'HEADQUARTERS BUILDING, 1.8 FOOT NORTH OF REFERENCE POST, 1.4 FOOT
 DW0590'EAST OF WEST BOUNDARY FENCE LINE, SET IN TOP OF CONCRETE POST
 DW0590'PROJECTING 0.5 FOOT ABOVE GROUND.  STAMPED J 751 1945.
 DW0590
 DW0590                          STATION RECOVERY (1985)
 DW0590
 DW0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0186 ***********************************************************************
 EV0186  DESIGNATION -  J 752
 EV0186  PID         -  EV0186
 EV0186  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0186  USGS QUAD   -  VICTORVILLE (1993)
 EV0186
 EV0186                         *CURRENT SURVEY CONTROL
 EV0186  ___________________________________________________________________
 EV0186* NAD 83(1986)-  34 34 24.     (N)    117 19 19.     (W)     SCALED    
 EV0186* NAVD 88     -       817.593  (meters)    2682.39   (feet)  ADJUSTED  
 EV0186  ___________________________________________________________________
 EV0186  GEOID HEIGHT-         -31.86  (meters)                     GEOID09
 EV0186  DYNAMIC HT  -         816.624 (meters)    2679.21  (feet)  COMP
 EV0186  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 EV0186
 EV0186  VERT ORDER  -  FIRST     CLASS I
 EV0186
 EV0186.The horizontal coordinates were scaled from a topographic map and have
 EV0186.an estimated accuracy of +/- 6 seconds.
 EV0186.
 EV0186.The orthometric height was determined by differential leveling and
 EV0186.adjusted in June 1991.
 EV0186
 EV0186.The geoid height was determined by GEOID09.
 EV0186
 EV0186.The dynamic height is computed by dividing the NAVD 88
 EV0186.geopotential number by the normal gravity value computed on the
 EV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0186.degrees latitude (g = 980.6199 gals.).
 EV0186
 EV0186.The modeled gravity was interpolated from observed gravity values.
 EV0186
 EV0186;                    North         East    Units  Estimated Accuracy
 EV0186;SPC CA 5     -   619,270.    2,062,210.      MT  (+/- 180 meters Scaled)
 EV0186
 EV0186                          SUPERSEDED SURVEY CONTROL
 EV0186
 EV0186  NGVD 29 (??/??/92)  816.761  (m)         2679.66   (f) ADJ UNCH    1 1
 EV0186
 EV0186.Superseded values are not recommended for survey control.
 EV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0186.See file dsdata.txt to determine how the superseded data were derived.
 EV0186
 EV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU704257(NAD 83)
 EV0186
 EV0186_MARKER: DB = BENCH MARK DISK
 EV0186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV0186_SP_SET: GUARDRAIL BASE
 EV0186_STAMPING: J 752 1945
 EV0186_MARK LOGO: CGS   
 EV0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0186
 EV0186  HISTORY     - Date     Condition        Report By
 EV0186  HISTORY     - 1945     MONUMENTED       CGS
 EV0186  HISTORY     - 1956     GOOD             CGS
 EV0186  HISTORY     - 1961     GOOD             CGS
 EV0186  HISTORY     - 1977     GOOD             NGS
 EV0186  HISTORY     - 1987     GOOD             NGS
 EV0186
 EV0186                          STATION DESCRIPTION
 EV0186
 EV0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0186'3 MI NW FROM VICTORVILLE.
 EV0186'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EV0186'TOPEKA AND SANTA FE RAILWAY STATION AT VICTORVILLE, 0.4 MILE
 EV0186'NORTHWEST OF THE Y JUNCTION OF OLD ADELANTO ROAD, AT STEEL
 EV0186'TRUSS BRIDGE 54-10 OVER MOJAVE RIVER, IN THE TOP OF A CONCRETE
 EV0186'BASE FOR THE NORTHEAST STEEL GUARD RAIL, 18.8 FEET NORTHEAST
 EV0186'OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHWEST OF THE
 EV0186'SOUTHEAST END OF THE GUARD RAIL BASE, AND ABOUT 1/2 FOOT HIGHER
 EV0186'THAN THE HIGHWAY.
 EV0186
 EV0186                          STATION RECOVERY (1961)
 EV0186
 EV0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV0186'RECOVERED IN GOOD CONDITION.
 EV0186
 EV0186                          STATION RECOVERY (1977)
 EV0186
 EV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0186'RECOVERED IN GOOD CONDITION.
 EV0186
 EV0186                          STATION RECOVERY (1987)
 EV0186
 EV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0549 ***********************************************************************
 FU0549  DESIGNATION -  J 89
 FU0549  PID         -  FU0549
 FU0549  STATE/COUNTY-  CA/KERN
 FU0549  USGS QUAD   -  FAMOSO (1968)
 FU0549
 FU0549                         *CURRENT SURVEY CONTROL
 FU0549  ___________________________________________________________________
 FU0549* NAD 83(1986)-  35 30 20.     (N)    119 10 24.     (W)     SCALED    
 FU0549* NAVD 88     -       131.30   (+/-2cm)     430.8    (feet)  VERTCON   
 FU0549  ___________________________________________________________________
 FU0549  GEOID HEIGHT-         -33.43  (meters)                     GEOID09
 FU0549  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU0549
 FU0549.The horizontal coordinates were scaled from a topographic map and have
 FU0549.an estimated accuracy of +/- 6 seconds.
 FU0549.
 FU0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0549
 FU0549.The vertical order pertains to the NGVD 29 superseded value.
 FU0549
 FU0549.The geoid height was determined by GEOID09.
 FU0549
 FU0549;                    North         East    Units  Estimated Accuracy
 FU0549;SPC CA 5     -   723,100.    1,893,550.      MT  (+/- 180 meters Scaled)
 FU0549
 FU0549                          SUPERSEDED SURVEY CONTROL
 FU0549
 FU0549  NGVD 29 (??/??/92)  130.470  (m)          428.05   (f) ADJ UNCH    1 1
 FU0549
 FU0549.Superseded values are not recommended for survey control.
 FU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0549.See file dsdata.txt to determine how the superseded data were derived.
 FU0549
 FU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV028312(NAD 83)
 FU0549
 FU0549_MARKER: DB = BENCH MARK DISK
 FU0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU0549_SP_SET: BRIDGE ABUTMENT
 FU0549_STAMPING: J 89 1931 429.848
 FU0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU0549
 FU0549  HISTORY     - Date     Condition        Report By
 FU0549  HISTORY     - 1931     MONUMENTED       CGS
 FU0549  HISTORY     - 1970     GOOD             NGS
 FU0549  HISTORY     - 1972     GOOD             NGS
 FU0549
 FU0549                          STATION DESCRIPTION
 FU0549
 FU0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0549'6.7 MI S FROM FAMOSO.
 FU0549'6.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0549'THE STATION AT FAMOSO, 14 POLES SOUTHEAST OF MILEPOLE 299, IN THE
 FU0549'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 FU0549'A RAILROAD BRIDGE OVER LERDO CANAL, 6.2 FEET NORTHEAST OF THE
 FU0549'NORTHEAST RAIL, 1.2 FEET BELOW THE SURFACE OF THE ABUTMENT,
 FU0549'ACCESS IS HAD THRU A 4-INCH METAL PIPE, AND ABOUT 1 1/2 FEET
 FU0549'LOWER THAN THE TRACK.  SEC 9, T 28 S, R 26 E.
 FU0549
 FU0549                          STATION RECOVERY (1972)
 FU0549
 FU0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0226 ***********************************************************************
 HT0226  DESIGNATION -  K 148
 HT0226  PID         -  HT0226
 HT0226  STATE/COUNTY-  CA/ALAMEDA
 HT0226  USGS QUAD   -  HAYWARD (1993)
 HT0226
 HT0226                         *CURRENT SURVEY CONTROL
 HT0226  ___________________________________________________________________
 HT0226* NAD 83(1986)-  37 39 58.     (N)    122 05 59.     (W)     SCALED    
 HT0226* NAVD 88     -        23.295  (meters)      76.43   (feet)  ADJUSTED  
 HT0226  ___________________________________________________________________
 HT0226  GEOID HEIGHT-         -32.41  (meters)                     GEOID09
 HT0226  DYNAMIC HT  -          23.280 (meters)      76.38  (feet)  COMP
 HT0226  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 HT0226
 HT0226  VERT ORDER  -  FIRST     CLASS I
 HT0226
 HT0226.The horizontal coordinates were scaled from a topographic map and have
 HT0226.an estimated accuracy of +/- 6 seconds.
 HT0226.
 HT0226.The orthometric height was determined by differential leveling and
 HT0226.adjusted in June 1991.
 HT0226
 HT0226.The geoid height was determined by GEOID09.
 HT0226
 HT0226.The dynamic height is computed by dividing the NAVD 88
 HT0226.geopotential number by the normal gravity value computed on the
 HT0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0226.degrees latitude (g = 980.6199 gals.).
 HT0226
 HT0226.The modeled gravity was interpolated from observed gravity values.
 HT0226
 HT0226;                    North         East    Units  Estimated Accuracy
 HT0226;SPC CA 3     -   630,620.    1,858,880.      MT  (+/- 180 meters Scaled)
 HT0226
 HT0226                          SUPERSEDED SURVEY CONTROL
 HT0226
 HT0226  NGVD 29 (10/21/93)   22.461  (m)           73.69   (f) ADJUSTED    1 1
 HT0226
 HT0226.Superseded values are not recommended for survey control.
 HT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0226.See file dsdata.txt to determine how the superseded data were derived.
 HT0226
 HT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG793691(NAD 83)
 HT0226
 HT0226_MARKER: DB = BENCH MARK DISK
 HT0226_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HT0226_SP_SET: FOUNDATION
 HT0226_STAMPING: K 148 1933
 HT0226_MARK LOGO: CGS   
 HT0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0226+STABILITY: SURFACE MOTION
 HT0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0226+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1988
 HT0226
 HT0226  HISTORY     - Date     Condition        Report By
 HT0226  HISTORY     - 1933     MONUMENTED       CGS
 HT0226  HISTORY     - 1954     GOOD             CGS
 HT0226  HISTORY     - 1969     GOOD             CGS
 HT0226  HISTORY     - 1974     GOOD             NGS
 HT0226  HISTORY     - 1983     GOOD             NGS
 HT0226  HISTORY     - 19881003 GOOD             NGS
 HT0226
 HT0226                          STATION DESCRIPTION
 HT0226
 HT0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT0226'AT HAYWARD.
 HT0226'AT HAYWARD, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 203.2
 HT0226'FEET WEST OF AND ACROSS THE TRACK FROM THE WEST CORNER OF THE
 HT0226'STATION, ABOUT 5 1/2 RAILS SOUTHEAST OF THE CENTER LINE OF A
 HT0226'STREET, AT A CONCRETE BUILDING OF THE UNION ICE COMPANY, SET
 HT0226'VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1.2 FEET NORTHWEST
 HT0226'OF THE EAST CORNER, 49.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 HT0226'OF THE MAIN TRACK, AND 2.7 FEET ABOVE THE GROUND.
 HT0226
 HT0226                          STATION RECOVERY (1969)
 HT0226
 HT0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0226'RECOVERED IN GOOD CONDITION.
 HT0226
 HT0226                          STATION RECOVERY (1974)
 HT0226
 HT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HT0226'RECOVERED IN GOOD CONDITION.
 HT0226
 HT0226                          STATION RECOVERY (1983)
 HT0226
 HT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HT0226'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 HT0226'5 1/2 RAILS SOUTHEAST OF THE CENTERLINE OF A STREET OVERPASS, 21.9
 HT0226'METERS (72 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A BUILDING, 0.3
 HT0226'METER (1 FT) NORTHWEST OF A LOADING DOOR.
 HT0226
 HT0226                          STATION RECOVERY (1988)
 HT0226
 HT0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0226'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HAYWARD,
 HT0226'AT THE INTERSECTION OF WEST A STREET AND THE SOUTHERN PACIFIC
 HT0226'RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE
 HT0226'FOUNDATION WALL OF THE SNOW-KIST ICE COMPANY, 50.0 M (164.0 FT)
 HT0226'SOUTHEAST OF THE CENTER OF THE STREET, 24.0 M (78.7 FT) SOUTHEAST OF
 HT0226'THE NORTH CORNER OF THE BUILDING, 2.7 M (8.9 FT) SOUTHWEST OF THE NEAR
 HT0226'RAIL, 1.9 M (6.2 FT) NORTHWEST OF THE CENTER OF A METAL DOOR, AND 0.9
 HT0226'M (3.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU1991 ***********************************************************************
 GU1991  DESIGNATION -  K 150
 GU1991  PID         -  GU1991
 GU1991  STATE/COUNTY-  CA/MONTEREY
 GU1991  USGS QUAD   -  SALINAS (1984)
 GU1991
 GU1991                         *CURRENT SURVEY CONTROL
 GU1991  ___________________________________________________________________
 GU1991* NAD 83(1986)-  36 40 32.     (N)    121 39 18.     (W)     SCALED    
 GU1991* NAVD 88     -        16.784  (meters)      55.07   (feet)  ADJUSTED  
 GU1991  ___________________________________________________________________
 GU1991  GEOID HEIGHT-         -33.82  (meters)                     GEOID09
 GU1991  DYNAMIC HT  -          16.770 (meters)      55.02  (feet)  COMP
 GU1991  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 GU1991
 GU1991  VERT ORDER  -  FIRST     CLASS I
 GU1991
 GU1991.The horizontal coordinates were scaled from a topographic map and have
 GU1991.an estimated accuracy of +/- 6 seconds.
 GU1991.
 GU1991.The orthometric height was determined by differential leveling and
 GU1991.adjusted in June 1991.
 GU1991
 GU1991.The geoid height was determined by GEOID09.
 GU1991
 GU1991.The dynamic height is computed by dividing the NAVD 88
 GU1991.geopotential number by the normal gravity value computed on the
 GU1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1991.degrees latitude (g = 980.6199 gals.).
 GU1991
 GU1991.The modeled gravity was interpolated from observed gravity values.
 GU1991
 GU1991;                    North         East    Units  Estimated Accuracy
 GU1991;SPC CA 4     -   652,220.    1,762,720.      MT  (+/- 180 meters Scaled)
 GU1991
 GU1991                          SUPERSEDED SURVEY CONTROL
 GU1991
 GU1991  NGVD 29 (??/??/??)   15.976  (m)           52.41   (f) ADJUSTED    1 1
 GU1991
 GU1991.Superseded values are not recommended for survey control.
 GU1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1991.See file dsdata.txt to determine how the superseded data were derived.
 GU1991
 GU1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF201597(NAD 83)
 GU1991
 GU1991_MARKER: DB = BENCH MARK DISK
 GU1991_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1991_SP_SET: FOUNDATION
 GU1991_STAMPING: K 150 1933
 GU1991_MARK LOGO: CGS   
 GU1991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GU1991+STABILITY: POSITION/ELEVATION WELL
 GU1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1991+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 GU1991
 GU1991  HISTORY     - Date     Condition        Report By
 GU1991  HISTORY     - 1933     MONUMENTED       CGS
 GU1991  HISTORY     - 1968     GOOD             CGS
 GU1991  HISTORY     - 19881215 GOOD             NGS
 GU1991
 GU1991                          STATION DESCRIPTION
 GU1991
 GU1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU1991'AT SALINAS.
 GU1991'AT SALINAS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 GU1991'MAIN AND GABILAN STREETS, AT 201 MAIN STREET, IN THE TOP OF THE
 GU1991'NORTHWEST CORNER OF THE CONCRETE BASE OF THE NORTH CONCRETE
 GU1991'PILLAR OF THE WEST ENTRANCE TO WELLS FARGO BANK, 28.0 FEET
 GU1991'SOUTH OF THE SOUTH CURB OF GANILAN STREET, 14.6 FEET EAST OF THE
 GU1991'EAST CURB OF MAIN STREET, 11.3 FEET NORTH OF THE CENTER OF THE
 GU1991'ENTRANCE TO THE BANK, AND ABOUT 3 FEET HIGHER THAN THE SIDEWALK.
 GU1991
 GU1991                          STATION RECOVERY (1988)
 GU1991
 GU1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU1991'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 GU1991'WELLS FARGO BANK IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1546 ***********************************************************************
 DY1546  DESIGNATION -  K 418
 DY1546  PID         -  DY1546
 DY1546  STATE/COUNTY-  CA/LOS ANGELES
 DY1546  USGS QUAD   -  INGLEWOOD (1981)
 DY1546
 DY1546                         *CURRENT SURVEY CONTROL
 DY1546  ___________________________________________________________________
 DY1546* NAD 83(1986)-  33 57 45.     (N)    118 22 27.     (W)     SCALED    
 DY1546* NAVD 88     -        31.83   (+/-2cm)     104.4    (feet)  VERTCON   
 DY1546  ___________________________________________________________________
 DY1546  GEOID HEIGHT-         -35.87  (meters)                     GEOID09
 DY1546  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1546
 DY1546.The horizontal coordinates were scaled from a topographic map and have
 DY1546.an estimated accuracy of +/- 6 seconds.
 DY1546.
 DY1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1546
 DY1546.The vertical order pertains to the NGVD 29 superseded value.
 DY1546
 DY1546.The geoid height was determined by GEOID09.
 DY1546
 DY1546;                    North         East    Units  Estimated Accuracy
 DY1546;SPC CA 5     -   551,370.    1,965,420.      MT  (+/- 180 meters Scaled)
 DY1546
 DY1546                          SUPERSEDED SURVEY CONTROL
 DY1546
 DY1546  NGVD 29 (??/??/92)   31.071  (m)          101.94   (f) ADJ UNCH    1 2
 DY1546
 DY1546.Superseded values are not recommended for survey control.
 DY1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1546.See file dsdata.txt to determine how the superseded data were derived.
 DY1546
 DY1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730588(NAD 83)
 DY1546
 DY1546_MARKER: DB = BENCH MARK DISK
 DY1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1546_STAMPING: K 418 1935
 DY1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1546+STABILITY: SURFACE MOTION
 DY1546
 DY1546  HISTORY     - Date     Condition        Report By
 DY1546  HISTORY     - 1935     MONUMENTED       CGS
 DY1546  HISTORY     - 1964     GOOD             CGS
 DY1546  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1546
 DY1546                          STATION DESCRIPTION
 DY1546
 DY1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DY1546'AT INGLEWOOD.
 DY1546'AT INGLEWOOD, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA AND
 DY1546'SANTA FE RAILWAY, 817 FEET NORTHEAST OF THE WEST MANCHESTER AVENUE
 DY1546'CROSSING, 118.8 FEET NORTHEAST OF MILEPOST 11, 5.7 FEET
 DY1546'NORTHEAST OF THE PROLONGATION OF THE CENTERLINE OF A HIGHWAY
 DY1546'CULVERT, 12.1 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 DY1546'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 DY1546'DISK, STAMPED K 418 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DY1546
 DY1546                          STATION RECOVERY (1964)
 DY1546
 DY1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1841 ***********************************************************************
 DX1841  DESIGNATION -  K 582
 DX1841  PID         -  DX1841
 DX1841  STATE/COUNTY-  CA/ORANGE
 DX1841  USGS QUAD   -  TUSTIN (1981)
 DX1841
 DX1841                         *CURRENT SURVEY CONTROL
 DX1841  ___________________________________________________________________
 DX1841* NAD 83(1986)-  33 39 31.     (N)    117 45 56.     (W)     SCALED    
 DX1841* NAVD 88     -        49.91   (+/-2cm)     163.7    (feet)  VERTCON   
 DX1841  ___________________________________________________________________
 DX1841  GEOID HEIGHT-         -34.49  (meters)                     GEOID09
 DX1841  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1841
 DX1841.The horizontal coordinates were scaled from a topographic map and have
 DX1841.an estimated accuracy of +/- 6 seconds.
 DX1841.
 DX1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1841
 DX1841.The vertical order pertains to the NGVD 29 superseded value.
 DX1841
 DX1841.The geoid height was determined by GEOID09.
 DX1841
 DX1841;                    North         East    Units  Estimated Accuracy
 DX1841;SPC CA 6     -   666,480.    1,859,440.      MT  (+/- 180 meters Scaled)
 DX1841
 DX1841                          SUPERSEDED SURVEY CONTROL
 DX1841
 DX1841  NGVD 29 (??/??/??)   49.188  (m)          161.38   (f) ADJUSTED    1 2
 DX1841
 DX1841.Superseded values are not recommended for survey control.
 DX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1841.See file dsdata.txt to determine how the superseded data were derived.
 DX1841
 DX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT290245(NAD 83)
 DX1841
 DX1841_MARKER: DB = BENCH MARK DISK
 DX1841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1841_SP_SET: BRIDGE
 DX1841_STAMPING: K 582 1939
 DX1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1841
 DX1841  HISTORY     - Date     Condition        Report By
 DX1841  HISTORY     - 1939     MONUMENTED       CGS
 DX1841  HISTORY     - 1958     GOOD             CGS
 DX1841  HISTORY     - 20070304 MARK NOT FOUND   GEOCAC
 DX1841
 DX1841                          STATION DESCRIPTION
 DX1841
 DX1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DX1841'1.5 MI S FROM IRVINE.
 DX1841'FROM THE INTERSECTION OF LAGUNA RD. AND CENTRAL AVE. IN IRVINE,
 DX1841'GO WESTERLY ON CENTRAL AVE. FOR 0.55 MILE TO INTERSECTION OF
 DX1841'CENTRAL AVE. AND VALENCIA AVE.  TURN LEFT AND GO SOUTH ON
 DX1841'VALENCIA AVE. FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 DX1841'WESTERLY (OLD LAGUNA CANYON ROAD) FOR 0.6 MILE TO BRIDGE AND
 DX1841'MARK.  MARK IS IN TOP OF NORTHWEST CONCRETE CURB OF BRIDGE 55-116
 DX1841'OVER SAN DIEGO CREEK, IT IS 17.0 FEET SOUTHWEST OF THE NORTHEAST
 DX1841'END OF THE BRIDGE, 10.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 DX1841'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DX1841
 DX1841                          STATION RECOVERY (2007)
 DX1841
 DX1841'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DX1841'THE ENTIRE AREA HAS BEEN CHANGED AS AN ENTIRE INDUSTRIAL PARK COMPLEX
 DX1841'HAS BEEN BUILT HERE. THE TO REACH DIRECTIONS ARE DIFFICULT TO FOLLOW
 DX1841'BECAUSE ALL OF THE STREET NAMES HAVE CHANGED.
 DX1841'I HAVE BEEN UNABLE TO DETERMINE WHERE LAGUNA RD. WAS, BUT BASED ON
 DX1841'TRACING THE DIRECTIONS BACKWARDS, SUSPECT THAT IT WAS NEAR THE
 DX1841'RAILROAD TRACKS. CENTRAL AVE. IS NOW CALLED SAND CANYON AVE. VALENCIA
 DX1841'AVE. IS NOW IRVINE CENTER DR.
 DX1841'WITH ALL OF THE CONSTRUCTION IN THE AREA DUE TO I-5, I-405 AND HYW
 DX1841'133, AND NOW THE INDUSTRIAL PARK, IT IS IMPOSSIBLE TO DETERMINE WHERE
 DX1841''OLD LAGUNA CANYON' RD. ACTUALLY WENT. IT IS POSSIBLE THAT IT WENT
 DX1841'WHERE THE CURRENT LAGUNA CANYON RD. DOES, BUT I SUSPECT NOT. IT IS
 DX1841'LIKELY THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0577 ***********************************************************************
 DB0577  DESIGNATION -  K 613
 DB0577  PID         -  DB0577
 DB0577  STATE/COUNTY-  CA/IMPERIAL
 DB0577  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0577
 DB0577                         *CURRENT SURVEY CONTROL
 DB0577  ___________________________________________________________________
 DB0577* NAD 83(1986)-  32 48 27.     (N)    115 19 52.     (W)     SCALED    
 DB0577* NAVD 88     -        -0.717  (meters)      -2.35   (feet)  ADJUSTED  
 DB0577  ___________________________________________________________________
 DB0577  GEOID HEIGHT-         -34.59  (meters)                     GEOID09
 DB0577  DYNAMIC HT  -          -0.716 (meters)      -2.35  (feet)  COMP
 DB0577  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 DB0577
 DB0577  VERT ORDER  -  FIRST     CLASS I
 DB0577
 DB0577.The horizontal coordinates were scaled from a topographic map and have
 DB0577.an estimated accuracy of +/- 6 seconds.
 DB0577.
 DB0577.The orthometric height was determined by differential leveling and
 DB0577.adjusted in March 1994.
 DB0577
 DB0577.The geoid height was determined by GEOID09.
 DB0577
 DB0577.The dynamic height is computed by dividing the NAVD 88
 DB0577.geopotential number by the normal gravity value computed on the
 DB0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0577.degrees latitude (g = 980.6199 gals.).
 DB0577
 DB0577.The modeled gravity was interpolated from observed gravity values.
 DB0577
 DB0577;                    North         East    Units  Estimated Accuracy
 DB0577;SPC CA 6     -   571,450.    2,086,060.      MT  (+/- 180 meters Scaled)
 DB0577
 DB0577                          SUPERSEDED SURVEY CONTROL
 DB0577
 DB0577  NAVD 88 (06/15/91)   -0.694  (m)           -2.28   (f) UNKNOWN     1 1
 DB0577  NGVD 29 (??/??/92)   -1.449  (m)           -4.75   (f) ADJ UNCH    1 1
 DB0577
 DB0577.Superseded values are not recommended for survey control.
 DB0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0577.See file dsdata.txt to determine how the superseded data were derived.
 DB0577
 DB0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS562311(NAD 83)
 DB0577
 DB0577_MARKER: DB = BENCH MARK DISK
 DB0577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0577_SP_SET: HEADWALL
 DB0577_STAMPING: K 613 1941
 DB0577_MARK LOGO: CGS   
 DB0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0577+STABILITY: SURFACE MOTION
 DB0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0577+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1993
 DB0577
 DB0577  HISTORY     - Date     Condition        Report By
 DB0577  HISTORY     - 1941     MONUMENTED       CGS
 DB0577  HISTORY     - 1971     GOOD             NGS
 DB0577  HISTORY     - 1974     GOOD             NGS
 DB0577  HISTORY     - 1977     GOOD             NGS
 DB0577  HISTORY     - 1978     GOOD             USGS
 DB0577  HISTORY     - 1978     GOOD             USGS
 DB0577  HISTORY     - 1981     GOOD             NGS
 DB0577  HISTORY     - 1981     GOOD             NGS
 DB0577  HISTORY     - 1984     GOOD             CA-025
 DB0577  HISTORY     - 19870909 GOOD             CA-025
 DB0577  HISTORY     - 19901029 GOOD             CA-025
 DB0577  HISTORY     - 19931028 GOOD             CA-025
 DB0577
 DB0577                          STATION DESCRIPTION
 DB0577
 DB0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0577'3 MI E FROM HOLTVILLE.
 DB0577'2.95 MILES EAST ALONG COUNTY S 80 FROM THE JUNCTION OF HOLT
 DB0577'AVENUE IN HOLTVILLE, IN THE TOP AND 10.5 FEET SOUTHEAST OF THE
 DB0577'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT
 DB0577'UNDER THE ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 DB0577'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  SEC 33, T 15 S, R 16 E.
 DB0577
 DB0577                          STATION RECOVERY (1974)
 DB0577
 DB0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1977)
 DB0577
 DB0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1978)
 DB0577
 DB0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1978)
 DB0577
 DB0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1981)
 DB0577
 DB0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1981)
 DB0577
 DB0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1984)
 DB0577
 DB0577'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1987)
 DB0577
 DB0577'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1987
 DB0577'RECOVERED IN GOOD CONDITION.
 DB0577
 DB0577                          STATION RECOVERY (1990)
 DB0577
 DB0577'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DB0577'2.95 MILES (4.75 KM) EAST ALONG COUNTY S 80 FROM THE JUNCTION OF HOLT
 DB0577'AVENUE IN HOLTVILLE, IN THE TOP AND 10.5 FEET SOUTHEAST OF THE
 DB0577'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER
 DB0577'THE ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT
 DB0577'1 FOOT HIGHER THAN THE ROAD.  IN T15S R16E SEC 33.
 DB0577
 DB0577                          STATION RECOVERY (1993)
 DB0577
 DB0577'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1993 (CHL)
 DB0577'2.95 MI (4.75 KM) EAST ALONG HWY 115 FROM THE JUNCTION OF HOLT AVENUE
 DB0577'IN HOLTVILLE, IN THE TOP AND 10.5 FT (3.2 M) SOUTHEAST OF THE
 DB0577'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 DB0577'THE ROAD, 20 FT (6.1 M) SOUTHWEST OF THE CENTER LINE OF THE ROAD AND
 DB0577'ABOUT 1 FT (0.3 M) HIGHER THAN THE ROAD.  IN T15S R16E SEC 33.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0129 ***********************************************************************
 DZ0129  DESIGNATION -  K 65
 DZ0129  PID         -  DZ0129
 DZ0129  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0129  USGS QUAD   -  SANTA MARIA (1982)
 DZ0129
 DZ0129                         *CURRENT SURVEY CONTROL
 DZ0129  ___________________________________________________________________
 DZ0129* NAD 83(1986)-  34 56 34.1    (N)    120 26 10.8    (W)     HD_HELD2  
 DZ0129* NAVD 88     -        68.68   (+/-2cm)     225.3    (feet)  VERTCON   
 DZ0129  ___________________________________________________________________
 DZ0129  GEOID HEIGHT-         -35.53  (meters)                     GEOID09
 DZ0129  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0129
 DZ0129.The horizontal coordinates were established by autonomous hand held GPS
 DZ0129.observations and have an estimated accuracy of +/- 10 meters.
 DZ0129.
 DZ0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0129
 DZ0129.The vertical order pertains to the NGVD 29 superseded value.
 DZ0129
 DZ0129.The geoid height was determined by GEOID09.
 DZ0129
 DZ0129;                    North         East    Units  Estimated Accuracy
 DZ0129;SPC CA 5     -   662,741.    1,777,475.      MT  (+/- 10 meters HH2 GPS)
 DZ0129
 DZ0129                          SUPERSEDED SURVEY CONTROL
 DZ0129
 DZ0129  NGVD 29 (??/??/92)   67.869  (m)          222.67   (f) ADJ UNCH    1 2
 DZ0129
 DZ0129.Superseded values are not recommended for survey control.
 DZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0129.See file dsdata.txt to determine how the superseded data were derived.
 DZ0129
 DZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3412869701(NAD 83)
 DZ0129
 DZ0129_MARKER: DB = BENCH MARK DISK
 DZ0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0129_SP_SET: STEP
 DZ0129_STAMPING: K 65 1927
 DZ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DZ0129+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2011
 DZ0129
 DZ0129  HISTORY     - Date     Condition        Report By
 DZ0129  HISTORY     - 1927     MONUMENTED       CGS
 DZ0129  HISTORY     - 1956     GOOD             CGS
 DZ0129  HISTORY     - 1975     GOOD             CA-083
 DZ0129  HISTORY     - 20110220 GOOD             INDIV
 DZ0129
 DZ0129                          STATION DESCRIPTION
 DZ0129
 DZ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0129'AT SANTA MARIA.
 DZ0129'AT SANTA MARIA, ALONG BROADWAY, AT THE INTERSECTION OF MORRISON
 DZ0129'AVENUE, AT SANTA MARIA UNION HIGH SCHOOL, AT THE AUDITORIUM,
 DZ0129'IN THE TOP OF THE NORTH END OF THE SECOND STEP OF THE EAST
 DZ0129'ENTRANCE, 0.6 FOOT SOUTH OF THE SOUTH EDGE OF THE NORTH
 DZ0129'CONCRETE BALUSTRADE, AND ABOUT 1 FOOT HIGHER THAN THE SIDEWALK.
 DZ0129
 DZ0129                          STATION RECOVERY (1975)
 DZ0129
 DZ0129'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1975
 DZ0129'RECOVERED IN GOOD CONDITION.
 DZ0129
 DZ0129                          STATION RECOVERY (2011)
 DZ0129
 DZ0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JBB)
 DZ0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0343 ***********************************************************************
 LV0343  DESIGNATION -  K 735
 LV0343  PID         -  LV0343
 LV0343  STATE/COUNTY-  CA/HUMBOLDT
 LV0343  USGS QUAD   -  EUREKA (1972)
 LV0343
 LV0343                         *CURRENT SURVEY CONTROL
 LV0343  ___________________________________________________________________
 LV0343* NAD 83(1986)-  40 52 05.     (N)    124 07 47.     (W)     SCALED    
 LV0343* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 LV0343  ___________________________________________________________________
 LV0343  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LV0343  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0343
 LV0343.The horizontal coordinates were scaled from a topographic map and have
 LV0343.an estimated accuracy of +/- 6 seconds.
 LV0343.
 LV0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0343
 LV0343.The vertical order pertains to the NGVD 29 superseded value.
 LV0343
 LV0343.The geoid height was determined by GEOID09.
 LV0343
 LV0343;                    North         East    Units  Estimated Accuracy
 LV0343;SPC CA 1     -   672,590.    1,820,500.      MT  (+/- 180 meters Scaled)
 LV0343
 LV0343                          SUPERSEDED SURVEY CONTROL
 LV0343
 LV0343  NGVD 29 (??/??/??)    0.592  (m)            1.94   (f) ADJUSTED    1 2
 LV0343
 LV0343.Superseded values are not recommended for survey control.
 LV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0343.See file dsdata.txt to determine how the superseded data were derived.
 LV0343
 LV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL047247(NAD 83)
 LV0343
 LV0343_MARKER: DB = BENCH MARK DISK
 LV0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0343_STAMPING: K 735 1944
 LV0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0343+STABILITY: SURFACE MOTION
 LV0343
 LV0343  HISTORY     - Date     Condition        Report By
 LV0343  HISTORY     - 1944     MONUMENTED       CGS
 LV0343  HISTORY     - 1967     GOOD             CGS
 LV0343  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0343
 LV0343                          STATION DESCRIPTION
 LV0343
 LV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0343'2.2 MI W FROM ARCATA.
 LV0343'2.2 MILES WEST ALONG SAMOA ROAD FROM THE INTERSECTION OF H
 LV0343'STREET AT ARCATA, 0.25 MILE EAST OF THE INTERSECTION OF A PAVED
 LV0343'ROAD, 0.15 MILE EAST OF THE CROSSING OF A SMALL CANAL, 0.3 MILE
 LV0343'WEST OF RAILROAD MILEPOST 295, 24 FEET SOUTH OF THE CENTER LINE
 LV0343'OF THE ROAD, 63 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH
 LV0343'RAIL OF THE NORTHWESTERN PACIFIC RAILROAD, 1.2 FEET NORTH
 LV0343'OF A T JUNCTION FENCE POST AND IN LINE WITH THE NORTH-SOUTH
 LV0343'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 LV0343'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT
 LV0343'UNDERGROUND.
 LV0343
 LV0343                          STATION RECOVERY (1988)
 LV0343
 LV0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0251 ***********************************************************************
 HT0251  DESIGNATION -  K 738
 HT0251  PID         -  HT0251
 HT0251  STATE/COUNTY-  CA/ALAMEDA
 HT0251  USGS QUAD   -  SAN LEANDRO (1993)
 HT0251
 HT0251                         *CURRENT SURVEY CONTROL
 HT0251  ___________________________________________________________________
 HT0251* NAD 83(1986)-  37 44 16.     (N)    122 10 54.     (W)     SCALED    
 HT0251* NAVD 88     -         8.00   (+/-2cm)      26.2    (feet)  VERTCON   
 HT0251  ___________________________________________________________________
 HT0251  GEOID HEIGHT-         -32.39  (meters)                     GEOID09
 HT0251  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0251
 HT0251.The horizontal coordinates were scaled from a topographic map and have
 HT0251.an estimated accuracy of +/- 6 seconds.
 HT0251.
 HT0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0251
 HT0251.The vertical order pertains to the NGVD 29 superseded value.
 HT0251
 HT0251.The geoid height was determined by GEOID09.
 HT0251
 HT0251;                    North         East    Units  Estimated Accuracy
 HT0251;SPC CA 3     -   638,700.    1,851,790.      MT  (+/- 180 meters Scaled)
 HT0251
 HT0251                          SUPERSEDED SURVEY CONTROL
 HT0251
 HT0251  NGVD 29 (??/??/92)    7.18   (m)           23.6    (f) COMPUTED    1 2
 HT0251
 HT0251.Superseded values are not recommended for survey control.
 HT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0251.See file dsdata.txt to determine how the superseded data were derived.
 HT0251
 HT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG721770(NAD 83)
 HT0251
 HT0251_MARKER: DB = BENCH MARK DISK
 HT0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0251_SP_SET: PLATFORM
 HT0251_STAMPING: K 738 1944
 HT0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0251
 HT0251  HISTORY     - Date     Condition        Report By
 HT0251  HISTORY     - 1944     MONUMENTED       CGS
 HT0251  HISTORY     - 1956     GOOD             CGS
 HT0251
 HT0251                          STATION DESCRIPTION
 HT0251
 HT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0251'AT ELMHURST.
 HT0251'AT ELMHURST, IN T2S R3W, ALONG THE SOUTHERN PACIFIC COMPANY
 HT0251'RAILROAD, AT THE CROSSING OF 98TH AVENUE, AT THE GERBERS BABY
 HT0251'FOODS PLANT BUILDING, SET VERTICALLY IN THE SOUTHWEST FACE OF
 HT0251'THE CONCRETE LOADING PLATFORM, 180.0 FEET NORTHWEST OF AND
 HT0251'ACROSS 98TH AVENUE FROM THE NORTHWEST SIDE OF THE SOUTHERN
 HT0251'PACIFIC COMPANY RAILROAD STATION, 33.3 FEET NORTHEAST OF THE
 HT0251'NORTHEAST RAIL OF THE NORTHEAST TRACK, 16.0 FEET NORTHWEST
 HT0251'OF THE NORTHWEST CURB OF THE AVENUE, ABOUT 1.0 FEET BELOW THE
 HT0251'TOP OF THE PLATFORM, AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2385 ***********************************************************************
 EW2385  DESIGNATION -  K 740
 EW2385  PID         -  EW2385
 EW2385  STATE/COUNTY-  CA/LOS ANGELES
 EW2385  USGS QUAD   -  VAN NUYS (1972)
 EW2385
 EW2385                         *CURRENT SURVEY CONTROL
 EW2385  ___________________________________________________________________
 EW2385* NAD 83(1986)-  34 12 33.     (N)    118 29 06.     (W)     SCALED    
 EW2385* NAVD 88     -       243.26   (+/-2cm)     798.1    (feet)  VERTCON   
 EW2385  ___________________________________________________________________
 EW2385  GEOID HEIGHT-         -34.65  (meters)                     GEOID09
 EW2385  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2385
 EW2385.This mark is at Van Nuys Airport (VNY)
 EW2385
 EW2385.The horizontal coordinates were scaled from a topographic map and have
 EW2385.an estimated accuracy of +/- 6 seconds.
 EW2385.
 EW2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2385
 EW2385.The vertical order pertains to the NGVD 29 superseded value.
 EW2385
 EW2385.The geoid height was determined by GEOID09.
 EW2385
 EW2385;                    North         East    Units  Estimated Accuracy
 EW2385;SPC CA 5     -   578,770.    1,955,310.      MT  (+/- 180 meters Scaled)
 EW2385
 EW2385                          SUPERSEDED SURVEY CONTROL
 EW2385
 EW2385  NGVD 29 (??/??/92)  242.48   (m)          795.5    (f) COMPUTED    1 2
 EW2385
 EW2385.Superseded values are not recommended for survey control.
 EW2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2385.See file dsdata.txt to determine how the superseded data were derived.
 EW2385
 EW2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT631863(NAD 83)
 EW2385
 EW2385_MARKER: DB = BENCH MARK DISK
 EW2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2385_STAMPING: K 740 1945
 EW2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2385+STABILITY: SURFACE MOTION
 EW2385
 EW2385  HISTORY     - Date     Condition        Report By
 EW2385  HISTORY     - 1945     MONUMENTED       CGS
 EW2385  HISTORY     - 1966     GOOD             CGS
 EW2385
 EW2385                          STATION DESCRIPTION
 EW2385
 EW2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EW2385'AT VAN NUYS AIRPORT.
 EW2385'AT THE VAN NUYS METROPOLITAN AIRPORT (ARMY INSTALLATION), SET
 EW2385'AT THE SOUTHEAST CORNER OF THE LARGEST HANGAR OR HANGAR NO. 1,
 EW2385'(BUILDING NO. T-510, 62 FEET NORTH OF THE NORTHEAST CORNER OF
 EW2385'BUILDING NO. T-507, 5.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 EW2385'HANGAR.  IRON BENCH MARK DISK SET IN TOP OF CONCRETE POST POURED
 EW2385'IN THE FIELD AND LEVEL WITH THE ASPHALT.  STAMPED K 740 1945.
 EW2385
 EW2385                          STATION RECOVERY (1966)
 EW2385
 EW2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EW2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0104 ***********************************************************************
 DC0104  DESIGNATION -  K 741
 DC0104  PID         -  DC0104
 DC0104  STATE/COUNTY-  CA/SAN DIEGO
 DC0104  USGS QUAD   -  OTAY MESA (1975)
 DC0104
 DC0104                         *CURRENT SURVEY CONTROL
 DC0104  ___________________________________________________________________
 DC0104* NAD 83(1986)-  32 34 10.     (N)    116 59 06.     (W)     SCALED    
 DC0104* NAVD 88     -       158.066  (meters)     518.59   (feet)  ADJUSTED  
 DC0104  ___________________________________________________________________
 DC0104  GEOID HEIGHT-         -34.59  (meters)                     GEOID09
 DC0104  DYNAMIC HT  -         157.883 (meters)     517.99  (feet)  COMP
 DC0104  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 DC0104
 DC0104  VERT ORDER  -  FIRST     CLASS II
 DC0104
 DC0104.This mark is at Brown Fld Municipal Airport (SDM)
 DC0104
 DC0104.The horizontal coordinates were scaled from a topographic map and have
 DC0104.an estimated accuracy of +/- 6 seconds.
 DC0104.
 DC0104.The orthometric height was determined by differential leveling and
 DC0104.adjusted in June 1991.
 DC0104
 DC0104.The geoid height was determined by GEOID09.
 DC0104
 DC0104.The dynamic height is computed by dividing the NAVD 88
 DC0104.geopotential number by the normal gravity value computed on the
 DC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0104.degrees latitude (g = 980.6199 gals.).
 DC0104
 DC0104.The modeled gravity was interpolated from observed gravity values.
 DC0104
 DC0104;                    North         East    Units  Estimated Accuracy
 DC0104;SPC CA 6     -   544,910.    1,930,980.      MT  (+/- 180 meters Scaled)
 DC0104
 DC0104                          SUPERSEDED SURVEY CONTROL
 DC0104
 DC0104  NGVD 29 (??/??/??)  157.370  (m)          516.30   (f) ADJUSTED    1 2
 DC0104
 DC0104.Superseded values are not recommended for survey control.
 DC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0104.See file dsdata.txt to determine how the superseded data were derived.
 DC0104
 DC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS014035(NAD 83)
 DC0104
 DC0104_MARKER: DB = BENCH MARK DISK
 DC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0104_SP_SET: CONCRETE POST
 DC0104_STAMPING: K 741 1945
 DC0104_MARK LOGO: CGS   
 DC0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0104+STABILITY: SURFACE MOTION
 DC0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0104+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2008
 DC0104
 DC0104  HISTORY     - Date     Condition        Report By
 DC0104  HISTORY     - 1945     MONUMENTED       CGS
 DC0104  HISTORY     - 1955     GOOD             CGS
 DC0104  HISTORY     - 1969     GOOD             CA-073
 DC0104  HISTORY     - 1981     GOOD             USGS
 DC0104  HISTORY     - 1987     GOOD             NGS
 DC0104  HISTORY     - 20030828 GOOD             JOHFRA
 DC0104  HISTORY     - 20030828 GOOD             JOHFRA
 DC0104  HISTORY     - 20080621 GOOD             GEOCAC
 DC0104  HISTORY     - 20080621 GOOD             GEOCAC
 DC0104
 DC0104                          STATION DESCRIPTION
 DC0104
 DC0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0104'AT BROWN FIELD NAAS.
 DC0104'AT BROWN FIELD NAVAL AUXILIARY AIR STATION, AT THE OPERATIONS
 DC0104'BUILDING AND CONTROL TOWER, AT THE L FORMED BY THE EAST WING,
 DC0104'5.7 FEET NORTH OF THE NORTH WALL OF THE WING, 2.0 FEET EAST
 DC0104'OF THE EAST WALL OF THE MAIN BUILDING, ABOUT LEVEL WITH THE
 DC0104'ASPHALT APRON, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DC0104'0.1 FOOT ABOVE THE GROUND.
 DC0104
 DC0104                          STATION RECOVERY (1969)
 DC0104
 DC0104'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0104'RECOVERED IN GOOD CONDITION.
 DC0104
 DC0104                          STATION RECOVERY (1981)
 DC0104
 DC0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DC0104'SOME CHANGES HAVE BEEN MADE TO THE TERMINAL BUILDING. A NEW WING HAS
 DC0104'BEEN ADDED TO THE EAST SIDE OF THE BUILDING. THE END OF THE ORIGINAL
 DC0104'BUILDING MENTIONED IN THE ORIGINAL DESCRIPTION IS THE OPERATION
 DC0104'CENTER. THE AREA HAS BEEN COVERED WITH CONCRETE INSTEAD OF ASPHALT
 DC0104'AND THE MARK HAS BEEN SURRONUDED BY A STEEL CELLAR WITH A TRIANGULAR
 DC0104'LID. ALL REFERENCE MEASUREMENTS REMAIN AS ORIGINALLY STATED.
 DC0104
 DC0104                          STATION RECOVERY (1987)
 DC0104
 DC0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BROWN
 DC0104'FIELD AIRPORT, AT THE CONTROL TOWER, IN THE NORTHEAST CORNER OF AN L
 DC0104'FORMED BY THE EAST WING OF THE BUILDING, 1.7 M (5.6 FT) NORTH OF THE
 DC0104'NORTH WALL OF THE BUILDING, 0.6 M (2.0 FT) EAST OF THE EAST WALL OF
 DC0104'THE BUILDING.  NOTE--ACCESS TO THE MARK IS HAD THROUGH A TRIANGULAR
 DC0104'SHAPED IRON LOGO COVER.
 DC0104'THE MARK IS 0.1 M BELOW THE SIDEWALK.
 DC0104
 DC0104                          STATION RECOVERY (2003)
 DC0104
 DC0104'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 DC0104'HANDHELD GPS POSITION = N32-34-11.7 W116-59-07.5
 DC0104
 DC0104                          STATION RECOVERY (2003)
 DC0104
 DC0104'RECOVERY NOTE BY JOHNSON-FRANK 2003
 DC0104'RECOVERED IN GOOD CONDITION.
 DC0104
 DC0104                          STATION RECOVERY (2008)
 DC0104
 DC0104'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC0104'POOR GPS - ONLY 90 DEGREES OF SKY DUE TO BUILDING PROXIMITY.
 DC0104'PUBLISHED LOCATION IS APPROX 58.6 METERS OR 192 FEET ROUGHLY SOUTHEAST
 DC0104'OF ACTUAL LOCATION.
 DC0104'HANDHELD GPS 5 MINUTE WAAS AVERAGE - WITH POOR SKY VIEW - PUT STATION
 DC0104'AT N32 34 11.5 W116 59 07.5, EST CEP LT 12.5 FT. WHICH MAY BE SW OF
 DC0104'ACTUAL POSITION AT OR JUST BEYOND EST CEP.
 DC0104'TO REACH MARK, PROCEED TO THE NORTH SIDE OF THE AIRFIELD OPERATIONS
 DC0104'BILDING FOUND NORTHEAST OF THE MAIN FIELD ENTRANCE.  GO TO THE NORTH
 DC0104'SIDE OF THE BUILDING, NOTE TOWER ON TOP AND SIGN WITH AIRFIELD NAME
 DC0104'AND ELEVATION.
 DC0104'THE MARK IS JUST NORTH OF THE BUILDING, EAST OF A SMALL COVERED PATIO
 DC0104'OUTSIDE THE NORTH DOUBLE DOORS FROM FIELD OPS TO TARMAC AREA.
 DC0104
 DC0104                          STATION RECOVERY (2008)
 DC0104
 DC0104'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC0104'POOR GPS - ONLY 90 DEGREES OF SKY.  PUBLISHED LOCATION IS APPROX 58.6
 DC0104'METERS OR 192 FEET ROUGHLY SOUTHEAST OF ACTUAL LOCATION.
 DC0104'HANDHELD GPS 5 MINUTE WAAS AVERAGE - WITH POOR SKY VIEW - PUT STATION
 DC0104'AT N32 34 11.5 W116 59 07.5, EST CEP LT 12.5 FT. WHICH MAY BE SW OF
 DC0104'ACTUAL POSITION AT OR JUST BEYOND EST CEP.
 DC0104'TO REACH MARK, PROCEED TO THE NORTH SIDE OF THE AIRFIELD OPERATIONS
 DC0104'BILDING FOUND NORTHEAST OF THE MAIN FIELD ENTRANCE.  GO TO THE NORTH
 DC0104'SIDE OF THE BUILDING, NOTE TOWER ON TOP AND SIGN WITH AIRFIELD NAME
 DC0104'AND ELEVATION.
 DC0104'THE MARK IS JUST NORTH OF THE BUILDING, EAST OF A SMALL COVERED PATIO
 DC0104'OUTSIDE THE NORTH DOUBLE DOORS FROM FIELD OPS TO TARMAC AREA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0024 ***********************************************************************
 LU0024  DESIGNATION -  K 742
 LU0024  PID         -  LU0024
 LU0024  STATE/COUNTY-  CA/SHASTA
 LU0024  USGS QUAD   -  ENTERPRISE (1969)
 LU0024
 LU0024                         *CURRENT SURVEY CONTROL
 LU0024  ___________________________________________________________________
 LU0024* NAD 83(1986)-  40 31 13.     (N)    122 17 41.     (W)     SCALED    
 LU0024* NAVD 88     -       153.74   (+/-2cm)     504.4    (feet)  VERTCON   
 LU0024  ___________________________________________________________________
 LU0024  GEOID HEIGHT-         -27.73  (meters)                     GEOID09
 LU0024  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0024
 LU0024.This mark is at Redding Municipal Airport (RDD)
 LU0024
 LU0024.The horizontal coordinates were scaled from a topographic map and have
 LU0024.an estimated accuracy of +/- 6 seconds.
 LU0024.
 LU0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0024
 LU0024.The vertical order pertains to the NGVD 29 superseded value.
 LU0024
 LU0024.The geoid height was determined by GEOID09.
 LU0024
 LU0024;                    North         East    Units  Estimated Accuracy
 LU0024;SPC CA 1     -   631,840.    1,975,030.      MT  (+/- 180 meters Scaled)
 LU0024
 LU0024                          SUPERSEDED SURVEY CONTROL
 LU0024
 LU0024  NGVD 29 (??/??/92)  152.942  (m)          501.78   (f) ADJ UNCH    1 2
 LU0024
 LU0024.Superseded values are not recommended for survey control.
 LU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0024.See file dsdata.txt to determine how the superseded data were derived.
 LU0024
 LU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597857(NAD 83)
 LU0024
 LU0024_MARKER: DD = SURVEY DISK
 LU0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0024_STAMPING: K 742
 LU0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0024+STABILITY: SURFACE MOTION
 LU0024
 LU0024  HISTORY     - Date     Condition        Report By
 LU0024  HISTORY     - UNK      MONUMENTED       DOD
 LU0024  HISTORY     - 1949     GOOD             CGS
 LU0024  HISTORY     - 1975     GOOD             NGS
 LU0024  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0024
 LU0024                          STATION DESCRIPTION
 LU0024
 LU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0024'AT REDDING MUNICIPAL AIRPORT.
 LU0024'AT REDDING MUNICIPAL AIRPORT, SHASTA COUNTY, 0.4 MILE EAST ALONG
 LU0024'THE NORTH BOUNDARY FENCE FROM THE GATE AT THE NORTHWEST CORNER OF
 LU0024'THE FIELD, 998 FEET NORTH OF THE NORTH END OF THE NORTH-AND-SOUTH
 LU0024'RUNWAY, IN LINE WITH THE PROLONGATION TO THE NORTH OF THE
 LU0024'CENTERLINE OF A PAVED ROAD PARALLELING THE NORTH BOUNDARY FENCE,
 LU0024'AND 0.9 FOOT SOUTH OF THE FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 LU0024'STANDARD CAP, STAMPED K 742 AND FASTENED ON THE TOP OF A 3-INCH
 LU0024'IRON PIPE SET IN A 20-INCH SQUARE CONCRETE POST PROJECTING 0.4
 LU0024'FOOT ABOVE GROUND.
 LU0024
 LU0024                          STATION RECOVERY (1975)
 LU0024
 LU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LU0024'RECOVERED IN GOOD CONDITION.
 LU0024
 LU0024                          STATION RECOVERY (1988)
 LU0024
 LU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0932 ***********************************************************************
 KS0932  DESIGNATION -  K 743 USE
 KS0932  PID         -  KS0932
 KS0932  STATE/COUNTY-  CA/YUBA
 KS0932  USGS QUAD   -  OLIVEHURST (1973)
 KS0932
 KS0932                         *CURRENT SURVEY CONTROL
 KS0932  ___________________________________________________________________
 KS0932* NAD 83(1986)-  39 06 21.     (N)    121 34 33.     (W)     SCALED    
 KS0932* NAVD 88     -        18.835  (meters)      61.79   (feet)  ADJUSTED  
 KS0932  ___________________________________________________________________
 KS0932  GEOID HEIGHT-         -29.36  (meters)                     GEOID09
 KS0932  DYNAMIC HT  -          18.824 (meters)      61.76  (feet)  COMP
 KS0932  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 KS0932
 KS0932  VERT ORDER  -  FIRST     CLASS II
 KS0932
 KS0932.This mark is at Yuba County Airport (MYV)
 KS0932
 KS0932.The horizontal coordinates were scaled from a topographic map and have
 KS0932.an estimated accuracy of +/- 6 seconds.
 KS0932.
 KS0932.The orthometric height was determined by differential leveling and
 KS0932.adjusted in June 1991.
 KS0932
 KS0932.The geoid height was determined by GEOID09.
 KS0932
 KS0932.The dynamic height is computed by dividing the NAVD 88
 KS0932.geopotential number by the normal gravity value computed on the
 KS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0932.degrees latitude (g = 980.6199 gals.).
 KS0932
 KS0932.The modeled gravity was interpolated from observed gravity values.
 KS0932
 KS0932;                    North         East    Units  Estimated Accuracy
 KS0932;SPC CA 2     -   659,840.    2,036,690.      MT  (+/- 180 meters Scaled)
 KS0932
 KS0932                          SUPERSEDED SURVEY CONTROL
 KS0932
 KS0932  NGVD 29 (??/??/??)   18.141  (m)           59.52   (f) ADJUSTED    1 2
 KS0932
 KS0932.Superseded values are not recommended for survey control.
 KS0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0932.See file dsdata.txt to determine how the superseded data were derived.
 KS0932
 KS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ231294(NAD 83)
 KS0932
 KS0932_MARKER: P = PIPE CAP
 KS0932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0932_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0932
 KS0932  HISTORY     - Date     Condition        Report By
 KS0932  HISTORY     - UNK      MONUMENTED       DOD
 KS0932  HISTORY     - 1949     GOOD             CGS
 KS0932  HISTORY     - 1968     GOOD             CGS
 KS0932  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0932
 KS0932                          STATION DESCRIPTION
 KS0932
 KS0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS0932'1.8 MI SE FROM MARYSVILLE.
 KS0932'AT THE MARYSVILLE ARMY AIR FIELD, IN LINE WITH THE EXTENSION TO
 KS0932'NORTH OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY, 47 FEET NORTH
 KS0932'OF THE CENTERLINE OF THE PAVED ROAD LEADING TO THE SEWAGE
 KS0932'DISPOSAL PLANT AND PARALLELING THE NORTH BOUNDARY FENCELINE OF THE
 KS0932'OPERATIONS AREA, 1.0 FOOT SOUTH OF THE FENCE LINE, A BRONZE
 KS0932'CAP RIVETED ON THE TOP OF A 3-INCH IRON PIPE REINFORCED WITH
 KS0932'CONCRETE AND PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- TO
 KS0932'REACH YUBA COUNTY AIRPORT (FORMERLY MARYSVILLE ARMY AIR FIELD) FROM
 KS0932'THE SOUTHERN PACIFIC RAILWAY STATION AT MARYSVILLE PROCEED
 KS0932'SOUTHEAST 1.75 MILES ALONG THE RAILWAY TO RUPERT SIDING, THEN
 KS0932'TURN WEST 0.65 MILE ALONG FEATHER RIVER BLVD., THENCE SOUTH
 KS0932'ALONG PAVED STREET 0.25 MILE TO THE MAIN GATE TO AIRPORT.
 KS0932
 KS0932                          STATION RECOVERY (1968)
 KS0932
 KS0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KS0932'RECOVERED IN GOOD CONDITION.
 KS0932
 KS0932                          STATION RECOVERY (2004)
 KS0932
 KS0932'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0992 ***********************************************************************
 JS0992  DESIGNATION -  K 744
 JS0992  PID         -  JS0992
 JS0992  STATE/COUNTY-  CA/SACRAMENTO
 JS0992  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0992
 JS0992                         *CURRENT SURVEY CONTROL
 JS0992  ___________________________________________________________________
 JS0992* NAD 83(1986)-  38 36 26.     (N)    121 26 23.     (W)     SCALED    
 JS0992* NAVD 88     -        13.34   (+/-2cm)      43.8    (feet)  VERTCON   
 JS0992  ___________________________________________________________________
 JS0992  GEOID HEIGHT-         -30.72  (meters)                     GEOID09
 JS0992  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0992
 JS0992.The horizontal coordinates were scaled from a topographic map and have
 JS0992.an estimated accuracy of +/- 6 seconds.
 JS0992.
 JS0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0992
 JS0992.The vertical order pertains to the NGVD 29 superseded value.
 JS0992
 JS0992.The geoid height was determined by GEOID09.
 JS0992
 JS0992;                    North         East    Units  Estimated Accuracy
 JS0992;SPC CA 2     -   604,560.    2,048,800.      MT  (+/- 180 meters Scaled)
 JS0992
 JS0992                          SUPERSEDED SURVEY CONTROL
 JS0992
 JS0992  NGVD 29 (??/??/92)   12.566  (m)           41.23   (f) ADJ UNCH    1 2
 JS0992
 JS0992.Superseded values are not recommended for survey control.
 JS0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0992.See file dsdata.txt to determine how the superseded data were derived.
 JS0992
 JS0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH358743(NAD 83)
 JS0992
 JS0992_MARKER: DB = BENCH MARK DISK
 JS0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0992_STAMPING: K 744 1945
 JS0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0992+STABILITY: SURFACE MOTION
 JS0992
 JS0992  HISTORY     - Date     Condition        Report By
 JS0992  HISTORY     - 1945     MONUMENTED       CGS
 JS0992  HISTORY     - 1969     MARK NOT FOUND   CGS
 JS0992
 JS0992                          STATION DESCRIPTION
 JS0992
 JS0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0992'1.8 MI NE FROM SACRAMENTO.
 JS0992'ALONG SOUTHERN PACIFIC RAILWAY, 1.8 MILES NORTHEAST OF THE CONTROL
 JS0992'TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY
 JS0992'LINES AT SACRAMENTO, 267.0 FEET SOUTHWEST OF THE WEST CORNER
 JS0992'OF RAILWAY STATION AT SWANSTON, 73.0 FEET NORTH OF THE FLAGPOLE
 JS0992'WHICH IS AT THE NORTH CORNER OF THE OFFICE SECTION OF THE C.
 JS0992'SWANSTON AND SON MEAT PACKING PLANT, ALONG THE CENTER OF THE
 JS0992'NORTHEAST END OF THE GRASS PARK BETWEEN SIDING AND MAIN TRACK,
 JS0992'33.0 FEET SOUTHWEST OF THE CENTER-LINE OF PAVED ROAD WHICH
 JS0992'CROSSES TRACK, 31.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF EAST
 JS0992'BOUND TRACK, 25.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF MOST
 JS0992'NORTHWESTERLY SIDING, 1.3 FEET NORTHWEST OF REFERENCE POST,
 JS0992'SET IN THE TOP OF CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JS0992'GROUND.  AN IRON BENCH-MARK DISK, STAMPED K 744 1945.
 JS0992
 JS0992                          STATION RECOVERY (1969)
 JS0992
 JS0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JS0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1727 ***********************************************************************
 FU1727  DESIGNATION -  K 746
 FU1727  PID         -  FU1727
 FU1727  STATE/COUNTY-  CA/KERN
 FU1727  USGS QUAD   -  OILDALE (1973)
 FU1727
 FU1727                         *CURRENT SURVEY CONTROL
 FU1727  ___________________________________________________________________
 FU1727* NAD 83(1986)-  35 25 34.     (N)    119 02 33.     (W)     SCALED    
 FU1727* NAVD 88     -       148.06   (+/-2cm)     485.8    (feet)  VERTCON   
 FU1727  ___________________________________________________________________
 FU1727  GEOID HEIGHT-         -33.23  (meters)                     GEOID09
 FU1727  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1727
 FU1727.This mark is at Meadows Field Airport (BFL)
 FU1727
 FU1727.The horizontal coordinates were scaled from a topographic map and have
 FU1727.an estimated accuracy of +/- 6 seconds.
 FU1727.
 FU1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1727
 FU1727.The vertical order pertains to the NGVD 29 superseded value.
 FU1727
 FU1727.The geoid height was determined by GEOID09.
 FU1727
 FU1727;                    North         East    Units  Estimated Accuracy
 FU1727;SPC CA 5     -   714,150.    1,905,330.      MT  (+/- 180 meters Scaled)
 FU1727
 FU1727                          SUPERSEDED SURVEY CONTROL
 FU1727
 FU1727  NGVD 29 (??/??/92)  147.218  (m)          483.00   (f) ADJ UNCH    1 2
 FU1727
 FU1727.Superseded values are not recommended for survey control.
 FU1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1727.See file dsdata.txt to determine how the superseded data were derived.
 FU1727
 FU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV145222(NAD 83)
 FU1727
 FU1727_MARKER: DB = BENCH MARK DISK
 FU1727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FU1727_SP_SET: STEP
 FU1727_STAMPING: K 746 1945
 FU1727_MARK LOGO: CGS   
 FU1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU1727+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1989
 FU1727
 FU1727  HISTORY     - Date     Condition        Report By
 FU1727  HISTORY     - 1945     MONUMENTED       CGS
 FU1727  HISTORY     - 1968     GOOD             CGS
 FU1727  HISTORY     - 19890615 GOOD             NGS
 FU1727
 FU1727                          STATION DESCRIPTION
 FU1727
 FU1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FU1727'AT OILDALE.
 FU1727'AT OILDALE, AT MEADOWS FIELD, ABOUT 0.2 MILE SOUTHEAST OF THE
 FU1727'TERMINAL BUILDING AND CONTROL TOWER, IN THE TOP OF THE NORTHEAST
 FU1727'CORNER OF THE CONCRETE STEP TO THE SOUTH ENTRANCE TO A SMALL
 FU1727'CONCRETE BUILDING, ABOUT 27 FEET SOUTH OF THE SOUTHWEST CORNER
 FU1727'OF A LARGE CONCRETE HANGAR AND BENCH MARK D 747, AND ABOUT 1 FOOT
 FU1727'HIGHER THAN THE CONCRETE APRON.
 FU1727
 FU1727                          STATION RECOVERY (1989)
 FU1727
 FU1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0053 ***********************************************************************
 DY0053  DESIGNATION -  K 749
 DY0053  PID         -  DY0053
 DY0053  STATE/COUNTY-  CA/ORANGE
 DY0053  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0053
 DY0053                         *CURRENT SURVEY CONTROL
 DY0053  ___________________________________________________________________
 DY0053* NAD 83(1986)-  33 47 43.     (N)    118 03 16.     (W)     SCALED    
 DY0053* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 DY0053  ___________________________________________________________________
 DY0053  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0053  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0053
 DY0053.The horizontal coordinates were scaled from a topographic map and have
 DY0053.an estimated accuracy of +/- 6 seconds.
 DY0053.
 DY0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0053
 DY0053.The vertical order pertains to the NGVD 29 superseded value.
 DY0053
 DY0053.The geoid height was determined by GEOID09.
 DY0053
 DY0053;                    North         East    Units  Estimated Accuracy
 DY0053;SPC CA 6     -   682,070.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0053
 DY0053                          SUPERSEDED SURVEY CONTROL
 DY0053
 DY0053  NGVD 29 (??/??/92)    7.351  (m)           24.12   (f) ADJ UNCH    1 2
 DY0053
 DY0053.Superseded values are not recommended for survey control.
 DY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0053.See file dsdata.txt to determine how the superseded data were derived.
 DY0053
 DY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023399(NAD 83)
 DY0053
 DY0053_MARKER: DB = BENCH MARK DISK
 DY0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0053_SP_SET: FLAGPOLE BASE
 DY0053_STAMPING: K 749 1945
 DY0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0053
 DY0053  HISTORY     - Date     Condition        Report By
 DY0053  HISTORY     - 1945     MONUMENTED       CGS
 DY0053  HISTORY     - 1964     GOOD             CGS
 DY0053
 DY0053                          STATION DESCRIPTION
 DY0053
 DY0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0053'AT LOS ALAMITOS NAS.
 DY0053'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, ABOUT 125 FEET
 DY0053'NORTH OF THE ADMINISTRATION BUILDING, SET IN THE NORTHWEST
 DY0053'CORNER OF THE CONCRETE BASE OF FLAGPOLE, 2.4 FEET NORTHWEST
 DY0053'OF NORTHWEST CORNER OF THE VERTICAL CONCRETE BASE, 1.4 FEET
 DY0053'SOUTHEAST OF NORTHWEST CORNER OF THE HORIZONTAL CONCRETE BASE.
 DY0053'BRONZE BENCH MARK DISK.  NOTE-- THE NAVAL FACILITY IS PROPERLY
 DY0053'CALLED THE UNITED STATES NAVAL AIR STATION AT LOS ALAMITOS.
 DY0053
 DY0053                          STATION RECOVERY (1964)
 DY0053
 DY0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0437 ***********************************************************************
 DW0437  DESIGNATION -  K 751
 DW0437  PID         -  DW0437
 DW0437  STATE/COUNTY-  CA/RIVERSIDE
 DW0437  USGS QUAD   -  DESERT CENTER (1986)
 DW0437
 DW0437                         *CURRENT SURVEY CONTROL
 DW0437  ___________________________________________________________________
 DW0437* NAD 83(1986)-  33 43 10.     (N)    115 23 14.     (W)     SCALED    
 DW0437* NAVD 88     -       243.55   (+/-2cm)     799.0    (feet)  VERTCON   
 DW0437  ___________________________________________________________________
 DW0437  GEOID HEIGHT-         -32.75  (meters)                     GEOID09
 DW0437  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0437
 DW0437.The horizontal coordinates were scaled from a topographic map and have
 DW0437.an estimated accuracy of +/- 6 seconds.
 DW0437.
 DW0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0437
 DW0437.The vertical order pertains to the NGVD 29 superseded value.
 DW0437
 DW0437.The geoid height was determined by GEOID09.
 DW0437
 DW0437;                    North         East    Units  Estimated Accuracy
 DW0437;SPC CA 6     -   672,540.    2,079,970.      MT  (+/- 180 meters Scaled)
 DW0437
 DW0437                          SUPERSEDED SURVEY CONTROL
 DW0437
 DW0437  NGVD 29 (??/??/??)  242.865  (m)          796.80   (f) ADJUSTED    1 2
 DW0437
 DW0437.Superseded values are not recommended for survey control.
 DW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0437.See file dsdata.txt to determine how the superseded data were derived.
 DW0437
 DW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT494322(NAD 83)
 DW0437
 DW0437_MARKER: DB = BENCH MARK DISK
 DW0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0437_STAMPING: K 751 1945
 DW0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0437+STABILITY: SURFACE MOTION
 DW0437
 DW0437  HISTORY     - Date     Condition        Report By
 DW0437  HISTORY     - 1945     MONUMENTED       CGS
 DW0437  HISTORY     - 1985     GOOD             USGS
 DW0437
 DW0437                          STATION DESCRIPTION
 DW0437
 DW0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0437'AT DESERT CENTER AIRPORT.
 DW0437'AT DESERT AIRPORT, AT THE NORTHEAST CORNER OF THE NORTH-SOUTH
 DW0437'RUNWAY, DIRECTLY UNDERNEATH THE CENTER OF THE ROTATING BEACON
 DW0437'LIGHT TOWER, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 DW0437'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DW0437'AN IRON BENCH-MARK DISK, STAMPED K 751 1945.
 DW0437
 DW0437                          STATION RECOVERY (1985)
 DW0437
 DW0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0437'0.95 MILE NORTHEAST ALONG HIGHWAY 177 FROM THE DESERT CENTER TURNOFF
 DW0437'ON I-10, THENCE 0.1 MILE SOUTH ALONG DIRT ROAD LEADING TO TRAILER
 DW0437'PARK, AT FENCE LINE EAST ABOUT 200 FEET TO FENCE CORNER (THE
 DW0437'NORTHEAST CORNER OF FENCE AROUND THE OLD AIR FIELD), IN AREA OF OLD
 DW0437'LIGHT TOWER, 1.7 FOOT SOUTH OF A REFERENCE POST, ABOUT 2500 FEET
 DW0437'NORTH OF BM L 751, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DW0437'FOOT ABOVE GROUND. A USC AND GS STEEL TABLET STAMPED 'K 751 1945'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0183 ***********************************************************************
 EV0183  DESIGNATION -  K 752
 EV0183  PID         -  EV0183
 EV0183  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0183  USGS QUAD   -  VICTORVILLE (1993)
 EV0183
 EV0183                         *CURRENT SURVEY CONTROL
 EV0183  ___________________________________________________________________
 EV0183* NAD 83(1986)-  34 34 05.     (N)    117 18 54.     (W)     SCALED    
 EV0183* NAVD 88     -       821.318  (meters)    2694.61   (feet)  ADJUSTED  
 EV0183  ___________________________________________________________________
 EV0183  GEOID HEIGHT-         -31.85  (meters)                     GEOID09
 EV0183  DYNAMIC HT  -         820.343 (meters)    2691.41  (feet)  COMP
 EV0183  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 EV0183
 EV0183  VERT ORDER  -  FIRST     CLASS I
 EV0183
 EV0183.The horizontal coordinates were scaled from a topographic map and have
 EV0183.an estimated accuracy of +/- 6 seconds.
 EV0183.
 EV0183.The orthometric height was determined by differential leveling and
 EV0183.adjusted in June 1991.
 EV0183
 EV0183.The geoid height was determined by GEOID09.
 EV0183
 EV0183.The dynamic height is computed by dividing the NAVD 88
 EV0183.geopotential number by the normal gravity value computed on the
 EV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0183.degrees latitude (g = 980.6199 gals.).
 EV0183
 EV0183.The modeled gravity was interpolated from observed gravity values.
 EV0183
 EV0183;                    North         East    Units  Estimated Accuracy
 EV0183;SPC CA 5     -   618,690.    2,062,850.      MT  (+/- 180 meters Scaled)
 EV0183
 EV0183                          SUPERSEDED SURVEY CONTROL
 EV0183
 EV0183  NGVD 29 (??/??/92)  820.484  (m)         2691.87   (f) ADJ UNCH    1 1
 EV0183
 EV0183.Superseded values are not recommended for survey control.
 EV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0183.See file dsdata.txt to determine how the superseded data were derived.
 EV0183
 EV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU711251(NAD 83)
 EV0183
 EV0183_MARKER: DB = BENCH MARK DISK
 EV0183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EV0183_SP_SET: BRIDGE ABUTMENT
 EV0183_STAMPING: K 752 1945
 EV0183_MARK LOGO: CGS   
 EV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0183+STABILITY: SURFACE MOTION
 EV0183
 EV0183  HISTORY     - Date     Condition        Report By
 EV0183  HISTORY     - 1945     MONUMENTED       CGS
 EV0183  HISTORY     - 1968     GOOD             CA-071
 EV0183  HISTORY     - 1977     GOOD             NGS
 EV0183  HISTORY     - 1987     GOOD             NGS
 EV0183
 EV0183                          STATION DESCRIPTION
 EV0183
 EV0183'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0183'2.5 MI NW FROM VICTORVILLE.
 EV0183'2.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0183'RAILWAY FROM THE STATION AT VICTORVILLE, AT THE SOUTH END OF A
 EV0183'DOUBLE STEEL TRUSS BRIDGE OVER THE MOJAVE RIVER, IN THE TOP OF
 EV0183'THE SOUTH CONCRETE ABUTMENT FOR THE NORTH BOUND TRACK, 6.6 FEET
 EV0183'EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 2.9 FEET WEST OF
 EV0183'THE EAST END OF THE ABUTMENT, 1.7 FEET SOUTH OF THE SOUTH END OF
 EV0183'THE EAST STEEL GIRDER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 EV0183
 EV0183                          STATION RECOVERY (1977)
 EV0183
 EV0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0183'RECOVERED IN GOOD CONDITION.
 EV0183
 EV0183                          STATION RECOVERY (1987)
 EV0183
 EV0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0793 ***********************************************************************
 DX0793  DESIGNATION -  K 753
 DX0793  PID         -  DX0793
 DX0793  STATE/COUNTY-  CA/RIVERSIDE
 DX0793  USGS QUAD   -  PALM SPRINGS (1996)
 DX0793
 DX0793                         *CURRENT SURVEY CONTROL
 DX0793  ___________________________________________________________________
 DX0793* NAD 83(1986)-  33 50 43.     (N)    116 32 44.     (W)     SCALED    
 DX0793* NAVD 88     -       172.71   (+/-2cm)     566.6    (feet)  VERTCON   
 DX0793  ___________________________________________________________________
 DX0793  GEOID HEIGHT-         -32.17  (meters)                     GEOID09
 DX0793  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0793
 DX0793.The horizontal coordinates were scaled from a topographic map and have
 DX0793.an estimated accuracy of +/- 6 seconds.
 DX0793.
 DX0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0793
 DX0793.The vertical order pertains to the NGVD 29 superseded value.
 DX0793
 DX0793.The geoid height was determined by GEOID09.
 DX0793
 DX0793;                    North         East    Units  Estimated Accuracy
 DX0793;SPC CA 6     -   686,210.    1,972,650.      MT  (+/- 180 meters Scaled)
 DX0793
 DX0793                          SUPERSEDED SURVEY CONTROL
 DX0793
 DX0793  NGVD 29 (??/??/??)  171.969  (m)          564.20   (f) ADJUSTED    1 2
 DX0793
 DX0793.Superseded values are not recommended for survey control.
 DX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0793.See file dsdata.txt to determine how the superseded data were derived.
 DX0793
 DX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT420450(NAD 83)
 DX0793
 DX0793_MARKER: DB = BENCH MARK DISK
 DX0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0793_STAMPING: K 753 1945
 DX0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0793+STABILITY: SURFACE MOTION
 DX0793
 DX0793  HISTORY     - Date     Condition        Report By
 DX0793  HISTORY     - 1945     MONUMENTED       CGS
 DX0793  HISTORY     - 1965     MARK NOT FOUND   CGS
 DX0793  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 DX0793
 DX0793                          STATION DESCRIPTION
 DX0793
 DX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX0793'AT PALM SPRINGS.
 DX0793'AT PALM SPRINGS, AT THE NEVADA-CALIFORNIA ELECTRIC CORPORATION
 DX0793'SUB STATION, 0.5 MILE NORTH OF THE FLAG POLE AT THE MAIN ENTRANCE
 DX0793'TO THE TORNEY GENERAL HOSPITAL, 26.1 FEET WEST OF CENTERLINE OF
 DX0793'NORTH INDIAN AVENUE, MIDWAY BETWEEN THE CONCRETE FOUNDATIONS
 DX0793'FOR THE TWO STEEL TOWERS FOR POWER LINES LEADING INTO THE SUB
 DX0793'STATION, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 DX0793'GROUND.  AN IRON DISK, STAMPED K 753 1945.
 DX0793
 DX0793                          STATION RECOVERY (1965)
 DX0793
 DX0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DX0793'MARK NOT FOUND.
 DX0793
 DX0793                          STATION RECOVERY (1996)
 DX0793
 DX0793'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3481 ***********************************************************************
 HS3481  DESIGNATION -  K 8
 HS3481  PID         -  HS3481
 HS3481  STATE/COUNTY-  CA/ALAMEDA
 HS3481  USGS QUAD   -  ALTAMONT (1981)
 HS3481
 HS3481                         *CURRENT SURVEY CONTROL
 HS3481  ___________________________________________________________________
 HS3481* NAD 83(1986)-  37 44 48.     (N)    121 39 21.     (W)     SCALED    
 HS3481* NAVD 88     -       220.06   (+/-2cm)     722.0    (feet)  VERTCON   
 HS3481  ___________________________________________________________________
 HS3481  GEOID HEIGHT-         -31.98  (meters)                     GEOID09
 HS3481  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3481
 HS3481.The horizontal coordinates were scaled from a topographic map and have
 HS3481.an estimated accuracy of +/- 6 seconds.
 HS3481.
 HS3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3481
 HS3481.The vertical order pertains to the NGVD 29 superseded value.
 HS3481
 HS3481.The geoid height was determined by GEOID09.
 HS3481
 HS3481;                    North         East    Units  Estimated Accuracy
 HS3481;SPC CA 3     -   638,990.    1,898,140.      MT  (+/- 180 meters Scaled)
 HS3481
 HS3481                          SUPERSEDED SURVEY CONTROL
 HS3481
 HS3481  NGVD 29 (??/??/??)  219.269  (m)          719.39   (f) ADJUSTED    1 1
 HS3481
 HS3481.Superseded values are not recommended for survey control.
 HS3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3481.See file dsdata.txt to determine how the superseded data were derived.
 HS3481
 HS3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG184785(NAD 83)
 HS3481
 HS3481_MARKER: DB = BENCH MARK DISK
 HS3481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HS3481_SP_SET: PIER
 HS3481_STAMPING: K 8 1912
 HS3481_MARK LOGO: CGS   
 HS3481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3481
 HS3481  HISTORY     - Date     Condition        Report By
 HS3481  HISTORY     - 1912     MONUMENTED       CGS
 HS3481  HISTORY     - 1947     GOOD             CGS
 HS3481  HISTORY     - 1965     GOOD             CGS
 HS3481  HISTORY     - 1974     GOOD             NGS
 HS3481
 HS3481                          STATION DESCRIPTION
 HS3481
 HS3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HS3481'0.6 MI E FROM ALTAMONT.
 HS3481'0.6 MILE EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS3481'THE STATION AT ALTAMONT, SET IN THE SOUTH FACE OF THE MIDDLE
 HS3481'CONCRETE PIER OF THE OVERHEAD CROSSING OF THE WESTERN PACIFIC
 HS3481'RAILROAD, 30.7 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN
 HS3481'TRACKS, 29.1 FEET EAST OF THE SOUTHWEST CORNER OF PIER AND 15.2
 HS3481'FEET WEST OF THE SOUTHEAST CORNER, 4.1 FEET ABOVE GROUND LEVEL.
 HS3481'BRONZED BENCH MARK DISK SET VERTICALLY.
 HS3481
 HS3481                          STATION RECOVERY (1965)
 HS3481
 HS3481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS3481'RECOVERED IN GOOD CONDITION.
 HS3481
 HS3481                          STATION RECOVERY (1974)
 HS3481
 HS3481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2140 ***********************************************************************
 FU2140  DESIGNATION -  K 89
 FU2140  PID         -  FU2140
 FU2140  STATE/COUNTY-  CA/KERN
 FU2140  USGS QUAD   -  ROSEDALE (1973)
 FU2140
 FU2140                         *CURRENT SURVEY CONTROL
 FU2140  ___________________________________________________________________
 FU2140* NAD 83(1986)-  35 29 46.     (N)    119 09 37.     (W)     SCALED    
 FU2140* NAVD 88     -       128.61   (+/-2cm)     421.9    (feet)  VERTCON   
 FU2140  ___________________________________________________________________
 FU2140  GEOID HEIGHT-         -33.41  (meters)                     GEOID09
 FU2140  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2140
 FU2140.The horizontal coordinates were scaled from a topographic map and have
 FU2140.an estimated accuracy of +/- 6 seconds.
 FU2140.
 FU2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2140
 FU2140.The vertical order pertains to the NGVD 29 superseded value.
 FU2140
 FU2140.The geoid height was determined by GEOID09.
 FU2140
 FU2140;                    North         East    Units  Estimated Accuracy
 FU2140;SPC CA 5     -   722,040.    1,894,730.      MT  (+/- 180 meters Scaled)
 FU2140
 FU2140                          SUPERSEDED SURVEY CONTROL
 FU2140
 FU2140  NGVD 29 (??/??/92)  127.777  (m)          419.22   (f) ADJ UNCH    1 1
 FU2140
 FU2140.Superseded values are not recommended for survey control.
 FU2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2140.See file dsdata.txt to determine how the superseded data were derived.
 FU2140
 FU2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV040302(NAD 83)
 FU2140
 FU2140_MARKER: DB = BENCH MARK DISK
 FU2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2140_STAMPING: K 89 1931 420.895
 FU2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2140+STABILITY: SURFACE MOTION
 FU2140
 FU2140  HISTORY     - Date     Condition        Report By
 FU2140  HISTORY     - 1931     MONUMENTED       CGS
 FU2140  HISTORY     - 1970     GOOD             NGS
 FU2140  HISTORY     - 1972     GOOD             NGS
 FU2140
 FU2140                          STATION DESCRIPTION
 FU2140
 FU2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU2140'7.7 MI S FROM FAMOSO.
 FU2140'7.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU2140'THE STATION AT FAMOSO, 0.3 MILE SOUTHEAST OF LERDO HIGHWAY OVERPASS
 FU2140'AND MILEPOLE 300, 39.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 FU2140'THE MAIN TRACK, 85 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FU2140'SOUTHBOUND LANES OF STATE HIGHWAY 99, 28 1/2 FEET NORTHWEST OF
 FU2140'TELEPHONE POLE 60 G, 1.2 FEET SOUTHWEST OF A WITNESS POST, 1.8
 FU2140'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 FU2140'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FU2140'ABOVE THE GROUND.
 FU2140
 FU2140                          STATION RECOVERY (1972)
 FU2140
 FU2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0911 ***********************************************************************
 DC0911  DESIGNATION -  KEARNY
 DC0911  PID         -  DC0911
 DC0911  STATE/COUNTY-  CA/SAN DIEGO
 DC0911  USGS QUAD   -  LA MESA (1980)
 DC0911
 DC0911                         *CURRENT SURVEY CONTROL
 DC0911  ___________________________________________________________________
 DC0911* NAD 83(1992)-  32 52 20.69908(N)    117 07 04.89697(W)     ADJUSTED  
 DC0911* NAVD 88     -       150.99   (+/-2cm)     495.4    (feet)  VERTCON   
 DC0911  ___________________________________________________________________
 DC0911  EPOCH DATE  -        1991.35
 DC0911  LAPLACE CORR-           7.51  (seconds)                    DEFLEC09
 DC0911  GEOID HEIGHT-         -34.28  (meters)                     GEOID09
 DC0911  HORZ ORDER  -  SECOND
 DC0911  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0911
 DC0911.The horizontal coordinates were established by classical geodetic methods
 DC0911.and adjusted by the National Geodetic Survey in June 1996.
 DC0911.
 DC0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0911
 DC0911.The vertical order pertains to the NGVD 29 superseded value.
 DC0911
 DC0911.The Laplace correction was computed from DEFLEC09 derived deflections.
 DC0911
 DC0911.The geoid height was determined by GEOID09.
 DC0911
 DC0911;                    North         East     Units Scale Factor Converg.
 DC0911;SPC CA 6     -   578,607.676 1,918,765.588   MT  0.99998637   -0 28 37.2
 DC0911;SPC CA 6     - 1,898,315.35  6,295,150.10   sFT  0.99998637   -0 28 37.2
 DC0911;UTM  11      - 3,637,149.332   488,958.571   MT  0.99960150   -0 03 50.6
 DC0911
 DC0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC0911!SPC CA 6     -   0.99998168  x   0.99998637  =   0.99996805
 DC0911!UTM  11      -   0.99998168  x   0.99960150  =   0.99958318
 DC0911
 DC0911:                Primary Azimuth Mark                     Grid Az
 DC0911:SPC CA 6     -  KEARNY AZ MK                             245 20 39.1
 DC0911:UTM  11      -  KEARNY AZ MK                             244 55 52.5
 DC0911
 DC0911|---------------------------------------------------------------------|
 DC0911| PID    Reference Object                     Distance      Geod. Az  |
 DC0911|                                                           dddmmss.s |
 DC0911| DC0912 KEARNY RM 1                          11.033 METERS 18403     |
 DC0911| CB9096 KEARNY AZ MK                                       2445201.9 |
 DC0911| DC0913 KEARNY RM 2                          10.643 METERS 27224     |
 DC0911|---------------------------------------------------------------------|
 DC0911
 DC0911                          SUPERSEDED SURVEY CONTROL
 DC0911
 DC0911  NAD 83(1986)-  32 52 20.69497(N)    117 07 04.89779(W) AD(1984.00) 2
 DC0911  NAD 27      -  32 52 20.52563(N)    117 07 01.77530(W) AD(       ) 2
 DC0911  NGVD 29 (??/??/??)  150.338  (m)          493.23   (f) ADJUSTED    1 2
 DC0911
 DC0911.Superseded values are not recommended for survey control.
 DC0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0911.See file dsdata.txt to determine how the superseded data were derived.
 DC0911
 DC0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8895837149(NAD 83)
 DC0911
 DC0911_MARKER: DS = TRIANGULATION STATION DISK
 DC0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0911_STAMPING: KEARNY 1938
 DC0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0911+STABILITY: SURFACE MOTION
 DC0911
 DC0911  HISTORY     - Date     Condition        Report By
 DC0911  HISTORY     - 1938     MONUMENTED       CGS
 DC0911  HISTORY     - 1939     GOOD             CGS
 DC0911  HISTORY     - 1942     GOOD             CGS
 DC0911  HISTORY     - 1944     GOOD             CGS
 DC0911  HISTORY     - 1949     SEE DESCRIPTION  CGS
 DC0911  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0911  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0911
 DC0911                          STATION DESCRIPTION
 DC0911
 DC0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 DC0911'STATION IS 1.35 MILES S OF MIRIMAR POST OFFICE, 33.8 FEET
 DC0911'W OF CENTER LINE OF U.S. HIGHWAY 395, 28 YARDS N OF PAVED ROAD
 DC0911'LEADING W TO CAMP KEARNY, ABOUT 200 YARDS SSE OF LARGE CONCRETE
 DC0911'TANK IN T 15 S, R 2 W.
 DC0911'
 DC0911'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DC0911'DISKS SET IN CONCRETE.
 DC0911'
 DC0911'STATION MARK IS A STANDARD STATION DISK SET IN A 10 INCH SQUARE
 DC0911'CONCRETE POST, STAMPED KEARNY 1938, PROJECTS 10 INCHES.
 DC0911'
 DC0911'UNDERGROUND STATION MARK IS A STANDARD STATION DISK SET
 DC0911'IN A 10 INCH SQUARE CONCRETE, STAMPED KEARNY
 DC0911'1938, 40 INCHES BENEATH SURFACE.
 DC0911'
 DC0911'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN A
 DC0911'10 INCH SQUARE CONCRETE POST, S OF STATION, STAMPED
 DC0911'KEARNY NO. 1 1938, PROJECTS 10 INCHES.
 DC0911'
 DC0911'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN A
 DC0911'10 INCH SQUARE CONCRETE POST, W OF STATION, STAMPED
 DC0911'KEARNY NO. 2 1938, PROJECTS 10 INCHES.
 DC0911'
 DC0911'AZIMUTH OBJECT IS OLD DIRIGIBLE MAST USED FOR MACON AND
 DC0911'AKRON, 0.6 MILE WSW OF STATION, (USED RED LIGHT ON TOP OF MAST).
 DC0911'
 DC0911'TO REACH FROM MIRIMAR POST OFFICE GO S ON U.S. HIGHWAY 395
 DC0911'FOR 1.35 MILES TO STATION ON RIGHT SIDE OF HIGHWAY, 33.8
 DC0911'FEET W OF CENTER LINE.
 DC0911'
 DC0911'BAROMETRIC ELEVATION (G 212) 615 FEET.
 DC0911
 DC0911                          STATION RECOVERY (1939)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 DC0911'1.5 MI S FROM MIRAMAR.
 DC0911'ALONG U.S. HIGHWAY 395, AT INTERSECTION OF U.S. HIGHWAY 395 AND
 DC0911'ROAD WEST, 34.5 FEET WEST OF CENTER LINE OF HIGHWAY, 36.2 FEET
 DC0911'NORTH OF REF. MARK 1, 34.9 FEET EAST OF REF. MARK 2, 95 FEET
 DC0911'NORTH OF CENTER LINE OF ROAD TO THE WEST.
 DC0911
 DC0911                          STATION RECOVERY (1942)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 DC0911'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.  DESCRIPTION
 DC0911'ADEQUATE.
 DC0911
 DC0911                          STATION RECOVERY (1944)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ILN)
 DC0911'CENTER MARK FOUND IN GOOD CONDITION, BUT BOTH REFERENCE MARKS
 DC0911'HAVE BEEN DESTROYED.  A 4 IN X 4 IN WOODEN POST PAINTED BLACK
 DC0911'AND WHITE WAS SET 3 FEET WEST OF THE STATION.
 DC0911
 DC0911                          STATION RECOVERY (1949)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 DC0911'DESCRIPTION OF KEARNEY 1938 NO LONGER FITS.  TRIANGULATION
 DC0911'STATION IS LOST.
 DC0911'
 DC0911'BRASS PLATE WAS REMOVED FROM CORNER POST WHICH WAS BROKEN
 DC0911'DOWN BY TRACTORS OF THE UTILITY CONSTRUCTION COMPANY AND N.P.
 DC0911'VAN VALKENBURGH COMPANY OF ESCONDIDO, CALIFORNIA DURING
 DC0911'CONSTRUCTION.
 DC0911
 DC0911                          STATION RECOVERY (1955)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 DC0911'A THOROUGH SEARCH WAS MADE FOR THE STATION AND THE REFERENCE
 DC0911'MARKS BUT THEY WERE NOT RECOVERED.
 DC0911
 DC0911                          STATION RECOVERY (1955)
 DC0911
 DC0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DC0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0236 ***********************************************************************
 HT0236  DESIGNATION -  L 148
 HT0236  PID         -  HT0236
 HT0236  STATE/COUNTY-  CA/ALAMEDA
 HT0236  USGS QUAD   -  HAYWARD (1993)
 HT0236
 HT0236                         *CURRENT SURVEY CONTROL
 HT0236  ___________________________________________________________________
 HT0236* NAD 83(1986)-  37 41 09.     (N)    122 07 21.     (W)     SCALED    
 HT0236* NAVD 88     -        15.416  (meters)      50.58   (feet)  ADJUSTED  
 HT0236  ___________________________________________________________________
 HT0236  GEOID HEIGHT-         -32.41  (meters)                     GEOID09
 HT0236  DYNAMIC HT  -          15.406 (meters)      50.54  (feet)  COMP
 HT0236  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 HT0236
 HT0236  VERT ORDER  -  FIRST     CLASS I
 HT0236
 HT0236.The horizontal coordinates were scaled from a topographic map and have
 HT0236.an estimated accuracy of +/- 6 seconds.
 HT0236.
 HT0236.The orthometric height was determined by differential leveling and
 HT0236.adjusted in June 1991.
 HT0236
 HT0236.The geoid height was determined by GEOID09.
 HT0236
 HT0236.The dynamic height is computed by dividing the NAVD 88
 HT0236.geopotential number by the normal gravity value computed on the
 HT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0236.degrees latitude (g = 980.6199 gals.).
 HT0236
 HT0236.The modeled gravity was interpolated from observed gravity values.
 HT0236
 HT0236;                    North         East    Units  Estimated Accuracy
 HT0236;SPC CA 3     -   632,850.    1,856,900.      MT  (+/- 180 meters Scaled)
 HT0236
 HT0236                          SUPERSEDED SURVEY CONTROL
 HT0236
 HT0236  NGVD 29 (10/21/93)   14.589  (m)           47.86   (f) ADJUSTED    1 1
 HT0236
 HT0236.Superseded values are not recommended for survey control.
 HT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0236.See file dsdata.txt to determine how the superseded data were derived.
 HT0236
 HT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG773713(NAD 83)
 HT0236
 HT0236_MARKER: DB = BENCH MARK DISK
 HT0236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT0236_SP_SET: WINGWALL
 HT0236_STAMPING: L 148 1933
 HT0236_MARK LOGO: CGS   
 HT0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0236+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1988
 HT0236
 HT0236  HISTORY     - Date     Condition        Report By
 HT0236  HISTORY     - 1933     MONUMENTED       CGS
 HT0236  HISTORY     - 1956     GOOD             CGS
 HT0236  HISTORY     - 1974     GOOD             NGS
 HT0236  HISTORY     - 1983     GOOD             NGS
 HT0236  HISTORY     - 19881003 GOOD             NGS
 HT0236
 HT0236                          STATION DESCRIPTION
 HT0236
 HT0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0236'1.8 MI NW FROM HAYWARD.
 HT0236'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HT0236'THE STATION AT HAYWARD, IN T3S R2W, AT STEEL BRIDGE 18.16 OVER
 HT0236'THE SAN LORENZO CREEK, IN TOP OF THE WEST STONE BLOCK WING WALL,
 HT0236'9 RAILS SOUTHEAST OF THE CROSSING OF LEWELLING BOULEVARD, 6
 HT0236'TELEPHONE POLES SOUTHEAST OF MILEPOLE 18, 7.5 FEET SOUTHWEST
 HT0236'OF THE SOUTHWEST RAIL, 2.2 FEET NORTHWEST OF THE SOUTHEAST END
 HT0236'OF THE STONE WING WALL, AND ABOUT 1/2 FOOT LOWER THAN THE
 HT0236'TRACK.  NOTE-- THE DISK HAS BEEN HIT WITH A SHARP OBJECT, THE
 HT0236'STAMPING IS HARD TO MAKE OUT.
 HT0236
 HT0236                          STATION RECOVERY (1974)
 HT0236
 HT0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HT0236'RECOVERED IN GOOD CONDITION.
 HT0236
 HT0236                          STATION RECOVERY (1983)
 HT0236
 HT0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HT0236'RECOVERED IN GOOD CONDITION.
 HT0236
 HT0236                          STATION RECOVERY (1988)
 HT0236
 HT0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0236'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE DISK
 HT0236'HAS BEEN MUTILATED AND THE STAMPING IS VERY DIM.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1342 ***********************************************************************
 DY1342  DESIGNATION -  L 418
 DY1342  PID         -  DY1342
 DY1342  STATE/COUNTY-  CA/LOS ANGELES
 DY1342  USGS QUAD   -  VENICE (1981)
 DY1342
 DY1342                         *CURRENT SURVEY CONTROL
 DY1342  ___________________________________________________________________
 DY1342* NAD 83(1986)-  33 57 39.     (N)    118 22 36.     (W)     SCALED    
 DY1342* NAVD 88     -        32.01   (+/-2cm)     105.0    (feet)  VERTCON   
 DY1342  ___________________________________________________________________
 DY1342  GEOID HEIGHT-         -35.88  (meters)                     GEOID09
 DY1342  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1342
 DY1342.The horizontal coordinates were scaled from a topographic map and have
 DY1342.an estimated accuracy of +/- 6 seconds.
 DY1342.
 DY1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1342
 DY1342.The vertical order pertains to the NGVD 29 superseded value.
 DY1342
 DY1342.The geoid height was determined by GEOID09.
 DY1342
 DY1342;                    North         East    Units  Estimated Accuracy
 DY1342;SPC CA 5     -   551,180.    1,965,190.      MT  (+/- 180 meters Scaled)
 DY1342
 DY1342                          SUPERSEDED SURVEY CONTROL
 DY1342
 DY1342  NGVD 29 (??/??/92)   31.252  (m)          102.53   (f) ADJ UNCH    1 2
 DY1342
 DY1342.Superseded values are not recommended for survey control.
 DY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1342.See file dsdata.txt to determine how the superseded data were derived.
 DY1342
 DY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728586(NAD 83)
 DY1342
 DY1342_MARKER: DB = BENCH MARK DISK
 DY1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1342_STAMPING: L 418 1935
 DY1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1342+STABILITY: SURFACE MOTION
 DY1342
 DY1342  HISTORY     - Date     Condition        Report By
 DY1342  HISTORY     - 1935     MONUMENTED       CGS
 DY1342  HISTORY     - 1964     GOOD             CGS
 DY1342  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1342
 DY1342                          STATION DESCRIPTION
 DY1342
 DY1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DY1342'AT INGLEWOOD.
 DY1342'AT INGLEWOOD, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA AND
 DY1342'SANTA FE RAILWAY, 407 FEET NORTHEAST OF THE WEST MANCHESTER
 DY1342'AVENUE CROSSING, 288 FEET SOUTHWEST OF MILEPOST 11, 65.8 FEET
 DY1342'SOUTH OF THE HANDLE OF A SWITCH STAND, 21.4 FEET SOUTHEAST OF
 DY1342'THE CENTERLINE OF THE MAIN TRACK, 31.9 FEET NORTHWEST OF THE
 DY1342'CENTERLINE OF THE PAVEMENT OF REDONDO BOULEVARD, AND ABOUT
 DY1342'1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 DY1342'STAMPED L 418 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DY1342
 DY1342                          STATION RECOVERY (1964)
 DY1342
 DY1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0061 ***********************************************************************
 DY0061  DESIGNATION -  L 51 RESET 1930
 DY0061  PID         -  DY0061
 DY0061  STATE/COUNTY-  CA/LOS ANGELES
 DY0061  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0061
 DY0061                         *CURRENT SURVEY CONTROL
 DY0061  ___________________________________________________________________
 DY0061* NAD 83(1986)-  33 49 55.     (N)    118 03 47.     (W)     SCALED    
 DY0061* NAVD 88     -        10.71   (+/-2cm)      35.1    (feet)  VERTCON   
 DY0061  ___________________________________________________________________
 DY0061  GEOID HEIGHT-         -35.63  (meters)                     GEOID09
 DY0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0061
 DY0061.The horizontal coordinates were scaled from a topographic map and have
 DY0061.an estimated accuracy of +/- 6 seconds.
 DY0061.
 DY0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0061
 DY0061.The vertical order pertains to the NGVD 29 superseded value.
 DY0061
 DY0061.The geoid height was determined by GEOID09.
 DY0061
 DY0061;                    North         East    Units  Estimated Accuracy
 DY0061;SPC CA 5     -   536,820.    1,994,160.      MT  (+/- 180 meters Scaled)
 DY0061
 DY0061                          SUPERSEDED SURVEY CONTROL
 DY0061
 DY0061  NGVD 29 (??/??/92)    9.983  (m)           32.75   (f) ADJ UNCH    1 2
 DY0061
 DY0061.Superseded values are not recommended for survey control.
 DY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0061.See file dsdata.txt to determine how the superseded data were derived.
 DY0061
 DY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016440(NAD 83)
 DY0061
 DY0061_MARKER: DD = SURVEY DISK
 DY0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0061_STAMPING: L 51 1926 RESET 1930
 DY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0061+STABILITY: SURFACE MOTION
 DY0061
 DY0061  HISTORY     - Date     Condition        Report By
 DY0061  HISTORY     - 1930     MONUMENTED       CA-037
 DY0061  HISTORY     - 1961     MARK NOT FOUND   CGS
 DY0061  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0061
 DY0061                          STATION DESCRIPTION
 DY0061
 DY0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DY0061'2.8 MI SE FROM ARTESIA.
 DY0061'1.0 MILE EAST ALONG ORANGETHORPE AVENUE FROM ARTESIA, LOS ANGELES
 DY0061'COUNTY, THENCE 1.8 MILES SOUTH ALONG BLOOMFIELD AVENUE, NEAR
 DY0061'THE INTERSECTION OF CARSON STREET, 165 FEET NORTH OF THE
 DY0061'CENTERLINE OF CARSON STREET, 21 FEET EAST OF THE CENTERLINE OF
 DY0061'BLOOMFIELD AVENUE, 10 FEET SOUTH OF POWER POLE 113357E, 1.6 FEET
 DY0061'WEST OF A WIRE FENCE, 1.2 FEET WEST OF A WHITE WOODEN WITNESS
 DY0061'POST, AND 0.7 FOOT BELOW GROUND.  A STANDARD DISK, STAMPED L 51
 DY0061'1926 RESET 1930 AND SET IN THE TOP OF A CONCRETE POST.
 DY0061
 DY0061                          STATION RECOVERY (2004)
 DY0061
 DY0061'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0342 ***********************************************************************
 LV0342  DESIGNATION -  L 735
 LV0342  PID         -  LV0342
 LV0342  STATE/COUNTY-  CA/HUMBOLDT
 LV0342  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0342
 LV0342                         *CURRENT SURVEY CONTROL
 LV0342  ___________________________________________________________________
 LV0342* NAD 83(1986)-  40 52 04.     (N)    124 07 16.     (W)     SCALED    
 LV0342* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 LV0342  ___________________________________________________________________
 LV0342  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 LV0342  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0342
 LV0342.The horizontal coordinates were scaled from a topographic map and have
 LV0342.an estimated accuracy of +/- 6 seconds.
 LV0342.
 LV0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0342
 LV0342.The vertical order pertains to the NGVD 29 superseded value.
 LV0342
 LV0342.The geoid height was determined by GEOID09.
 LV0342
 LV0342;                    North         East    Units  Estimated Accuracy
 LV0342;SPC CA 1     -   672,540.    1,821,220.      MT  (+/- 180 meters Scaled)
 LV0342
 LV0342                          SUPERSEDED SURVEY CONTROL
 LV0342
 LV0342  NGVD 29 (??/??/??)    2.038  (m)            6.69   (f) ADJUSTED    1 2
 LV0342
 LV0342.Superseded values are not recommended for survey control.
 LV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0342.See file dsdata.txt to determine how the superseded data were derived.
 LV0342
 LV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL055246(NAD 83)
 LV0342
 LV0342_MARKER: DB = BENCH MARK DISK
 LV0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0342_STAMPING: L 735 1944
 LV0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0342+STABILITY: SURFACE MOTION
 LV0342
 LV0342  HISTORY     - Date     Condition        Report By
 LV0342  HISTORY     - 1944     MONUMENTED       CGS
 LV0342  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0342
 LV0342                          STATION DESCRIPTION
 LV0342
 LV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0342'1.7 MI W FROM ARCATA.
 LV0342'1.7 MILES WEST ALONG THE ARCATA-SEMOA ROAD FROM THE CITY PARK
 LV0342'AT ARCATA, 0.1 MILE WEST OF A PUBLIC CROSS ROADS, 27.3 EAST OF A
 LV0342'3-WAY CORNER FENCE POST WHICH IS ALSO THE NORTH GATE POST,
 LV0342'24.5 FEET SOUTH OF THE CENTER-LINE OF THE ROAD, 1.2 FEET NORTH
 LV0342'OF EAST-WEST FENCE, 1.5 FEET EAST OF REFERENCE POST.  IRON
 LV0342'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 LV0342'FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND AND ABOUT 4 FEET
 LV0342'BELOW ROAD LEVEL.  STAMPED L 735 1944.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2386 ***********************************************************************
 EW2386  DESIGNATION -  L 740
 EW2386  PID         -  EW2386
 EW2386  STATE/COUNTY-  CA/LOS ANGELES
 EW2386  USGS QUAD   -  VAN NUYS (1972)
 EW2386
 EW2386                         *CURRENT SURVEY CONTROL
 EW2386  ___________________________________________________________________
 EW2386* NAD 83(1986)-  34 12 33.     (N)    118 29 11.     (W)     SCALED    
 EW2386* NAVD 88     -       236.62   (+/-2cm)     776.3    (feet)  VERTCON   
 EW2386  ___________________________________________________________________
 EW2386  GEOID HEIGHT-         -34.65  (meters)                     GEOID09
 EW2386  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2386
 EW2386.This mark is at Van Nuys Airport (VNY)
 EW2386
 EW2386.The horizontal coordinates were scaled from a topographic map and have
 EW2386.an estimated accuracy of +/- 6 seconds.
 EW2386.
 EW2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2386
 EW2386.The vertical order pertains to the NGVD 29 superseded value.
 EW2386
 EW2386.The geoid height was determined by GEOID09.
 EW2386
 EW2386;                    North         East    Units  Estimated Accuracy
 EW2386;SPC CA 5     -   578,770.    1,955,180.      MT  (+/- 180 meters Scaled)
 EW2386
 EW2386                          SUPERSEDED SURVEY CONTROL
 EW2386
 EW2386  NGVD 29 (??/??/92)  235.840  (m)          773.75   (f) ADJ UNCH    1 2
 EW2386
 EW2386.Superseded values are not recommended for survey control.
 EW2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2386.See file dsdata.txt to determine how the superseded data were derived.
 EW2386
 EW2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT630863(NAD 83)
 EW2386
 EW2386_MARKER: DB = BENCH MARK DISK
 EW2386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2386_SP_SET: CONCRETE BASE
 EW2386_STAMPING: L 740 1945
 EW2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2386
 EW2386  HISTORY     - Date     Condition        Report By
 EW2386  HISTORY     - 1945     MONUMENTED       CGS
 EW2386  HISTORY     - 1961     GOOD             CGS
 EW2386  HISTORY     - 1973     GOOD             NGS
 EW2386
 EW2386                          STATION DESCRIPTION
 EW2386
 EW2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW2386'AT SAN FERNANDO VALLEY AIRPORT.
 EW2386'AT SAN FERNANDO VALLEY AIRPORT, AT THE SOUTHWEST CORNER OF HANGAR
 EW2386'1, IN THE TOP OF THE SOUTH END OF THE CONCRETE BASE OF HANGAR
 EW2386'DOOR, 63.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE HANGAR,
 EW2386'3.5 FEET WEST OF THE WEST FACE OF THE HANGAR, AND 0.8 FOOT
 EW2386'SOUTH OF THE SOUTH BUMPERS OF THE DOORS.
 EW2386
 EW2386                          STATION RECOVERY (1973)
 EW2386
 EW2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EW2386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0695 ***********************************************************************
 DC0695  DESIGNATION -  L 741
 DC0695  PID         -  DC0695
 DC0695  STATE/COUNTY-  CA/SAN DIEGO
 DC0695  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0695
 DC0695                         *CURRENT SURVEY CONTROL
 DC0695  ___________________________________________________________________
 DC0695* NAD 83(1986)-  32 33 11.     (N)    117 02 25.     (W)     SCALED    
 DC0695* NAVD 88     -        31.57   (+/-2cm)     103.6    (feet)  VERTCON   
 DC0695  ___________________________________________________________________
 DC0695  GEOID HEIGHT-         -34.93  (meters)                     GEOID09
 DC0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0695
 DC0695.The horizontal coordinates were scaled from a topographic map and have
 DC0695.an estimated accuracy of +/- 6 seconds.
 DC0695.
 DC0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0695
 DC0695.The vertical order pertains to the NGVD 29 superseded value.
 DC0695
 DC0695.The geoid height was determined by GEOID09.
 DC0695
 DC0695;                    North         East    Units  Estimated Accuracy
 DC0695;SPC CA 6     -   543,130.    1,925,770.      MT  (+/- 180 meters Scaled)
 DC0695
 DC0695                          SUPERSEDED SURVEY CONTROL
 DC0695
 DC0695  NGVD 29 (??/??/??)   30.897  (m)          101.37   (f) ADJUSTED    1 2
 DC0695
 DC0695.Superseded values are not recommended for survey control.
 DC0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0695.See file dsdata.txt to determine how the superseded data were derived.
 DC0695
 DC0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS962017(NAD 83)
 DC0695
 DC0695_MARKER: DB = BENCH MARK DISK
 DC0695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DC0695_SP_SET: BRIDGE ABUTMENT
 DC0695_STAMPING: L 741 1945
 DC0695_MARK LOGO: CGS   
 DC0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0695
 DC0695  HISTORY     - Date     Condition        Report By
 DC0695  HISTORY     - 1945     MONUMENTED       CGS
 DC0695  HISTORY     - 1955     GOOD             CGS
 DC0695  HISTORY     - 1969     GOOD             CA-073
 DC0695  HISTORY     - 19821213 GOOD             LOCENG
 DC0695
 DC0695                          STATION DESCRIPTION
 DC0695
 DC0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0695'1.1 MI NW FROM SAN YSIDRO.
 DC0695'1.1 MILES NORTHWEST ALONG THE SAN DIEGO AND ARIZONA EASTERN
 DC0695'RAILWAY FROM THE STATION AT SAN YSIDRO, AT STEEL BRIDGE 14.42
 DC0695'OVER U.S. HIGHWAY 101, IN THE TOP OF THE SOUTHWEST END OF THE
 DC0695'SOUTHEAST CONCRETE ABUTMENT, 4.8 FEET SOUTHWEST OF THE SOUTHWEST
 DC0695'RAIL, AND ABOUT LEVEL WITH THE TRACK.
 DC0695
 DC0695                          STATION RECOVERY (1969)
 DC0695
 DC0695'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0695'RECOVERED IN GOOD CONDITION.
 DC0695
 DC0695                          STATION RECOVERY (1982)
 DC0695
 DC0695'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 DC0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0023 ***********************************************************************
 LU0023  DESIGNATION -  L 742
 LU0023  PID         -  LU0023
 LU0023  STATE/COUNTY-  CA/SHASTA
 LU0023  USGS QUAD   -  ENTERPRISE (1969)
 LU0023
 LU0023                         *CURRENT SURVEY CONTROL
 LU0023  ___________________________________________________________________
 LU0023* NAD 83(1986)-  40 31 02.     (N)    122 17 36.     (W)     SCALED    
 LU0023* NAVD 88     -       152.35   (+/-2cm)     499.8    (feet)  VERTCON   
 LU0023  ___________________________________________________________________
 LU0023  GEOID HEIGHT-         -27.74  (meters)                     GEOID09
 LU0023  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0023
 LU0023.This mark is at Redding Municipal Airport (RDD)
 LU0023
 LU0023.The horizontal coordinates were scaled from a topographic map and have
 LU0023.an estimated accuracy of +/- 6 seconds.
 LU0023.
 LU0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0023
 LU0023.The vertical order pertains to the NGVD 29 superseded value.
 LU0023
 LU0023.The geoid height was determined by GEOID09.
 LU0023
 LU0023;                    North         East    Units  Estimated Accuracy
 LU0023;SPC CA 1     -   631,500.    1,975,140.      MT  (+/- 180 meters Scaled)
 LU0023
 LU0023                          SUPERSEDED SURVEY CONTROL
 LU0023
 LU0023  NGVD 29 (??/??/92)  151.560  (m)          497.24   (f) ADJ UNCH    1 2
 LU0023
 LU0023.Superseded values are not recommended for survey control.
 LU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0023.See file dsdata.txt to determine how the superseded data were derived.
 LU0023
 LU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK598854(NAD 83)
 LU0023
 LU0023_MARKER: DD = SURVEY DISK
 LU0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0023_SP_SET: HEADWALL
 LU0023_STAMPING: L 742
 LU0023_MARK LOGO: USE   
 LU0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0023+STABILITY: SURFACE MOTION
 LU0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0023+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0023
 LU0023  HISTORY     - Date     Condition        Report By
 LU0023  HISTORY     - UNK      MONUMENTED       DOD
 LU0023  HISTORY     - 1949     GOOD             CGS
 LU0023  HISTORY     - 1975     GOOD             NGS
 LU0023  HISTORY     - 19880622 GOOD             NGS
 LU0023
 LU0023                          STATION DESCRIPTION
 LU0023
 LU0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0023'AT REDDING MUNICIPAL AIRPORT.
 LU0023'AT REDDING MUNICIPAL AIRPORT, SHASTA COUNTY, NEAR THE NORTH END
 LU0023'OF THE FIELD, 344 FEET EAST-SOUTHEAST OF THE NORTH-EAST CORNER
 LU0023'OF THE NORTH-AND-SOUTH RUNWAY AND THE JUNCTION OF A TAXIWAY,
 LU0023'101 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 LU0023'NORTHWEST-AND-SOUTHEAST TAXIWAY, AT A 24-INCH CONCRETE-PIPE CULVERT
 LU0023'UNDER THE TAXIWAY, IN THE CENTER OF THE TOP OF THE NORTH CONCRETE
 LU0023'HEADWALL, AND ABOUT 2 FEET LOWER THAN THE TAXIWAY.  A CORPS OF
 LU0023'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED L 742.
 LU0023
 LU0023                          STATION RECOVERY (1975)
 LU0023
 LU0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LU0023'RECOVERED IN GOOD CONDITION.
 LU0023
 LU0023                          STATION RECOVERY (1988)
 LU0023
 LU0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0931 ***********************************************************************
 KS0931  DESIGNATION -  L 743 USE
 KS0931  PID         -  KS0931
 KS0931  STATE/COUNTY-  CA/YUBA
 KS0931  USGS QUAD   -  OLIVEHURST (1973)
 KS0931
 KS0931                         *CURRENT SURVEY CONTROL
 KS0931  ___________________________________________________________________
 KS0931* NAD 83(1986)-  39 06 28.     (N)    121 34 13.     (W)     SCALED    
 KS0931* NAVD 88     -        19.160  (meters)      62.86   (feet)  ADJUSTED  
 KS0931  ___________________________________________________________________
 KS0931  GEOID HEIGHT-         -29.35  (meters)                     GEOID09
 KS0931  DYNAMIC HT  -          19.148 (meters)      62.82  (feet)  COMP
 KS0931  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KS0931
 KS0931  VERT ORDER  -  FIRST     CLASS II
 KS0931
 KS0931.This mark is at Yuba County Airport (MYV)
 KS0931
 KS0931.The horizontal coordinates were scaled from a topographic map and have
 KS0931.an estimated accuracy of +/- 6 seconds.
 KS0931.
 KS0931.The orthometric height was determined by differential leveling and
 KS0931.adjusted in June 1991.
 KS0931
 KS0931.WARNING-Repeat measurements at this control monument indicate possible
 KS0931.vertical movement.
 KS0931
 KS0931.The geoid height was determined by GEOID09.
 KS0931
 KS0931.The dynamic height is computed by dividing the NAVD 88
 KS0931.geopotential number by the normal gravity value computed on the
 KS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0931.degrees latitude (g = 980.6199 gals.).
 KS0931
 KS0931.The modeled gravity was interpolated from observed gravity values.
 KS0931
 KS0931;                    North         East    Units  Estimated Accuracy
 KS0931;SPC CA 2     -   660,060.    2,037,170.      MT  (+/- 180 meters Scaled)
 KS0931
 KS0931                          SUPERSEDED SURVEY CONTROL
 KS0931
 KS0931  NGVD 29 (??/??/??)   18.464  (m)           60.58   (f) ADJUSTED    1 2
 KS0931
 KS0931.Superseded values are not recommended for survey control.
 KS0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0931.See file dsdata.txt to determine how the superseded data were derived.
 KS0931
 KS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ236297(NAD 83)
 KS0931
 KS0931_MARKER: Z = SEE DESCRIPTION
 KS0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0931_SP_SET: CULVERT
 KS0931_STAMPING: L 743
 KS0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0931
 KS0931  HISTORY     - Date     Condition        Report By
 KS0931  HISTORY     - UNK      MONUMENTED       DOD
 KS0931  HISTORY     - 1948     GOOD             CGS
 KS0931  HISTORY     - 1964     MARK NOT FOUND   CGS
 KS0931  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0931
 KS0931                          STATION DESCRIPTION
 KS0931
 KS0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0931'AT MARYSVILLE.
 KS0931'AT MARYSVILLE ARMY AIR FIELD, YUBA COUNTY, ABOUT 0.35 MILE SOUTH
 KS0931'OF BASE HEADQUARTERS, ALONG THE EAST-AND-WEST FENCE DIVIDING THE
 KS0931'BARRACKS AND ADMINISTRATIVE AREA FROM THE OPERATIONS AREA, ABOUT
 KS0931'151 FEET EAST OF THE CENTER OF A GATE ACROSS A PAVED ROAD LEADING
 KS0931'TO THE OPERATIONS AREA, AND 57.7 FEET SOUTH OF THE SOUTH END OF
 KS0931'A 24-INCH CONCRETE-PIPE CULVERT UNDER A PAVED ROAD ALONG THE
 KS0931'NORTH SIDE OF THE FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 KS0931'CAP, STAMPED L 743.
 KS0931
 KS0931                          STATION RECOVERY (1964)
 KS0931
 KS0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KS0931'MARK NOT FOUND.
 KS0931
 KS0931                          STATION RECOVERY (2004)
 KS0931
 KS0931'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0990 ***********************************************************************
 JS0990  DESIGNATION -  L 744
 JS0990  PID         -  JS0990
 JS0990  STATE/COUNTY-  CA/SACRAMENTO
 JS0990  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0990
 JS0990                         *CURRENT SURVEY CONTROL
 JS0990  ___________________________________________________________________
 JS0990* NAD 83(1986)-  38 37 28.     (N)    121 25 13.     (W)     SCALED    
 JS0990* NAVD 88     -        14.607  (meters)      47.92   (feet)  ADJUSTED  
 JS0990  ___________________________________________________________________
 JS0990  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 JS0990  DYNAMIC HT  -          14.597 (meters)      47.89  (feet)  COMP
 JS0990  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JS0990
 JS0990  VERT ORDER  -  FIRST     CLASS I
 JS0990
 JS0990.The horizontal coordinates were scaled from a topographic map and have
 JS0990.an estimated accuracy of +/- 6 seconds.
 JS0990.
 JS0990.The orthometric height was determined by differential leveling and
 JS0990.adjusted in June 1991.
 JS0990
 JS0990.The geoid height was determined by GEOID09.
 JS0990
 JS0990.The dynamic height is computed by dividing the NAVD 88
 JS0990.geopotential number by the normal gravity value computed on the
 JS0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0990.degrees latitude (g = 980.6199 gals.).
 JS0990
 JS0990.The modeled gravity was interpolated from observed gravity values.
 JS0990
 JS0990;                    North         East    Units  Estimated Accuracy
 JS0990;SPC CA 2     -   606,480.    2,050,480.      MT  (+/- 180 meters Scaled)
 JS0990
 JS0990                          SUPERSEDED SURVEY CONTROL
 JS0990
 JS0990  NGVD 29 (??/??/92)   13.833  (m)           45.38   (f) ADJ UNCH    1 1
 JS0990
 JS0990.Superseded values are not recommended for survey control.
 JS0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0990.See file dsdata.txt to determine how the superseded data were derived.
 JS0990
 JS0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH375762(NAD 83)
 JS0990
 JS0990_MARKER: DB = BENCH MARK DISK
 JS0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0990_SP_SET: CULVERT
 JS0990_STAMPING: L 744 1945
 JS0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0990+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 JS0990
 JS0990  HISTORY     - Date     Condition        Report By
 JS0990  HISTORY     - 1945     MONUMENTED       CGS
 JS0990  HISTORY     - 1969     GOOD             CGS
 JS0990  HISTORY     - 20040407 GOOD             CADT
 JS0990  HISTORY     - 20060313 GOOD             INDIV
 JS0990
 JS0990                          STATION DESCRIPTION
 JS0990
 JS0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0990'3.4 MI NE FROM SACRAMENTO.
 JS0990'3.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0990'FROM ELVAS TOWER AT SACRAMENTO, 0.25 MILE NORTHEAST OF THE
 JS0990'CROSSING OF ARCADE BOULEVARD, 7 TELEPHONE POLES NORTHEAST
 JS0990'OF MILEPOLE 95, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION
 JS0990'LINE, IN THE TOP AND 2.4 FEET SOUTHWEST OF THE NORTHEAST END
 JS0990'OF THE SOUTHEAST CONCRETE HEAD WALL OF ARCH CULVERT 95.19, 12.6
 JS0990'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 46
 JS0990'FEET SOUTHWEST OF A POINT UNDER THE CENTER OF THE POWER LINE,
 JS0990'25 FEET SOUTHWEST OF A SMALLER CULVERT ALSO NO. 95.19 AND ABOUT
 JS0990'2 FEET LOWER THAN THE TRACK.
 JS0990
 JS0990                          STATION RECOVERY (2004)
 JS0990
 JS0990'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0990'RECOVERED IN GOOD CONDITION.
 JS0990
 JS0990                          STATION RECOVERY (2006)
 JS0990
 JS0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CC)
 JS0990'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0861 ***********************************************************************
 GT0861  DESIGNATION -  L 746
 GT0861  PID         -  GT0861
 GT0861  STATE/COUNTY-  CA/TULARE
 GT0861  USGS QUAD   -  GOSHEN (1969)
 GT0861
 GT0861                         *CURRENT SURVEY CONTROL
 GT0861  ___________________________________________________________________
 GT0861* NAD 83(1986)-  36 19 36.     (N)    119 24 01.     (W)     SCALED    
 GT0861* NAVD 88     -        88.61   (+/-2cm)     290.7    (feet)  VERTCON   
 GT0861  ___________________________________________________________________
 GT0861  GEOID HEIGHT-         -32.08  (meters)                     GEOID09
 GT0861  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0861
 GT0861.This mark is at Visalia Municipal Airport (VIS)
 GT0861
 GT0861.The horizontal coordinates were scaled from a topographic map and have
 GT0861.an estimated accuracy of +/- 6 seconds.
 GT0861.
 GT0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0861
 GT0861.The vertical order pertains to the NGVD 29 superseded value.
 GT0861
 GT0861.The geoid height was determined by GEOID09.
 GT0861
 GT0861;                    North         East    Units  Estimated Accuracy
 GT0861;SPC CA 4     -   610,300.    1,964,060.      MT  (+/- 180 meters Scaled)
 GT0861
 GT0861                          SUPERSEDED SURVEY CONTROL
 GT0861
 GT0861  NGVD 29 (??/??/92)   87.784  (m)          288.00   (f) ADJ UNCH    1 2
 GT0861
 GT0861.Superseded values are not recommended for survey control.
 GT0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0861.See file dsdata.txt to determine how the superseded data were derived.
 GT0861
 GT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA845228(NAD 83)
 GT0861
 GT0861_MARKER: DB = BENCH MARK DISK
 GT0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0861_STAMPING: L 746 1945
 GT0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0861+STABILITY: SURFACE MOTION
 GT0861
 GT0861  HISTORY     - Date     Condition        Report By
 GT0861  HISTORY     - 1945     MONUMENTED       CGS
 GT0861  HISTORY     - 1970     GOOD             NGS
 GT0861  HISTORY     - 1972     GOOD             NGS
 GT0861
 GT0861                          STATION DESCRIPTION
 GT0861
 GT0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0861'2.1 MI SE FROM GOSHEN.
 GT0861'AT THE VISALIA MUNICIPAL AIRPORT, ABOUT 600 FEET WEST OF THE
 GT0861'NEW AIRLINE TERMINAL BUILDING, ABOUT 52 YARDS SOUTHWEST OF THE
 GT0861'AIRPORT BEACON, 64 FEET SOUTH OF THE FENCE LINE ALONG THE
 GT0861'FREEWAY OFF RAMP, 60 FEET WEST OF THE WEST SIDE OF A HANGAR,
 GT0861'27.0 FEET EAST OF THE EAST END OF A MONUMENT COMMEMORATING
 GT0861'CONSTRUCTION DATE 1941 OF THE AIRPORT, 26 FEET SOUTH OF A FIRE
 GT0861'HYDRANT, 1.3 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 GT0861'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  IN SECTION
 GT0861'32, T 18 S, R 24 E.
 GT0861
 GT0861                          STATION RECOVERY (1972)
 GT0861
 GT0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0557 ***********************************************************************
 EW0557  DESIGNATION -  L 747
 EW0557  PID         -  EW0557
 EW0557  STATE/COUNTY-  CA/LOS ANGELES
 EW0557  USGS QUAD   -  LANCASTER WEST (1974)
 EW0557
 EW0557                         *CURRENT SURVEY CONTROL
 EW0557  ___________________________________________________________________
 EW0557* NAD 83(1986)-  34 42 09.     (N)    118 14 02.     (W)     SCALED    
 EW0557* NAVD 88     -       716.05   (+/-2cm)    2349.2    (feet)  VERTCON   
 EW0557  ___________________________________________________________________
 EW0557  GEOID HEIGHT-         -32.26  (meters)                     GEOID09
 EW0557  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0557
 EW0557.The horizontal coordinates were scaled from a topographic map and have
 EW0557.an estimated accuracy of +/- 6 seconds.
 EW0557.
 EW0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0557
 EW0557.The vertical order pertains to the NGVD 29 superseded value.
 EW0557
 EW0557.The geoid height was determined by GEOID09.
 EW0557
 EW0557;                    North         East    Units  Estimated Accuracy
 EW0557;SPC CA 5     -   633,410.    1,978,570.      MT  (+/- 180 meters Scaled)
 EW0557
 EW0557                          SUPERSEDED SURVEY CONTROL
 EW0557
 EW0557  NGVD 29 (??/??/92)  715.204  (m)         2346.47   (f) ADJ UNCH    1 1
 EW0557
 EW0557.Superseded values are not recommended for survey control.
 EW0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0557.See file dsdata.txt to determine how the superseded data were derived.
 EW0557
 EW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU869407(NAD 83)
 EW0557
 EW0557_MARKER: DB = BENCH MARK DISK
 EW0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0557_STAMPING: L 747 1945
 EW0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0557+STABILITY: SURFACE MOTION
 EW0557
 EW0557  HISTORY     - Date     Condition        Report By
 EW0557  HISTORY     - 1945     MONUMENTED       CGS
 EW0557  HISTORY     - 1971     GOOD             NGS
 EW0557
 EW0557                          STATION DESCRIPTION
 EW0557
 EW0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0557'5.7 MI W FROM LANCASTER.
 EW0557'5.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA HIGHWAY
 EW0557'AT LANCASTER, THENCE 0.15 MILE SOUTHEAST THROUGH THE MIRA LOMA
 EW0557'FACILITY GROUNDS, AT BUILDING 27, 225 FEET NORTH OF THE
 EW0557'NORTHWEST END OF THE SLIDING DOOR TRACK FOR THE SOUTHWEST
 EW0557'DOOR OF FORMER HANGAR NO. 1, 1.5 FEET SOUTHEAST OF THE EAST
 EW0557'CORNER OF BUILDING 27, AND SET IN THE TOP OF A CONCRETE POST
 EW0557'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1348 ***********************************************************************
 DY1348  DESIGNATION -  L 748
 DY1348  PID         -  DY1348
 DY1348  STATE/COUNTY-  CA/LOS ANGELES
 DY1348  USGS QUAD   -  VENICE (1981)
 DY1348
 DY1348                         *CURRENT SURVEY CONTROL
 DY1348  ___________________________________________________________________
 DY1348* NAD 83(1986)-  33 55 52.     (N)    118 22 42.     (W)     SCALED    
 DY1348* NAVD 88     -        29.40   (+/-2cm)      96.5    (feet)  VERTCON   
 DY1348  ___________________________________________________________________
 DY1348  GEOID HEIGHT-         -35.96  (meters)                     GEOID09
 DY1348  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1348
 DY1348.This mark is at Los Angeles Intl Airport (LAX)
 DY1348
 DY1348.The horizontal coordinates were scaled from a topographic map and have
 DY1348.an estimated accuracy of +/- 6 seconds.
 DY1348.
 DY1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1348
 DY1348.The vertical order pertains to the NGVD 29 superseded value.
 DY1348
 DY1348.The geoid height was determined by GEOID09.
 DY1348
 DY1348;                    North         East    Units  Estimated Accuracy
 DY1348;SPC CA 5     -   547,890.    1,965,020.      MT  (+/- 180 meters Scaled)
 DY1348
 DY1348                          SUPERSEDED SURVEY CONTROL
 DY1348
 DY1348  NGVD 29 (??/??/92)   28.654  (m)           94.01   (f) ADJ UNCH    1 2
 DY1348
 DY1348.Superseded values are not recommended for survey control.
 DY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1348.See file dsdata.txt to determine how the superseded data were derived.
 DY1348
 DY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT726553(NAD 83)
 DY1348
 DY1348_MARKER: DB = BENCH MARK DISK
 DY1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1348_SP_SET: CONCRETE DRAIN DITCH
 DY1348_STAMPING: L 748 1945
 DY1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1348
 DY1348  HISTORY     - Date     Condition        Report By
 DY1348  HISTORY     - 1945     MONUMENTED       CGS
 DY1348  HISTORY     - 1962     GOOD             CGS
 DY1348
 DY1348                          STATION DESCRIPTION
 DY1348
 DY1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DY1348'AT LOS ANGELES.
 DY1348'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DY1348'AVIATION BOULEVARD AND IMPERIAL HIGHWAY, AT THE SOUTHEAST CORNER
 DY1348'OF LOS ANGELES INTERNATIONAL AIRPORT, AT THE END OF A FENCE,
 DY1348'IN TOP OF THE WEST CONCRETE WALL OF A CONCRETE DRAIN DITCH,
 DY1348'121 FEET WEST OF THE CENTER LINE OF THE BOULEVARD, 46 FEET
 DY1348'NORTH OF THE CENTER LINE OF THE HIGHWAY, 29.8 FEET WEST OF THE
 DY1348'WEST RAIL OF THE WEST TRACK OF THE ATCHISON, TOPEKA AND SANTA
 DY1348'FE RAILWAY, 24 FEET NORTHWEST OF POWER POLE 224980M, 3.9 FEET
 DY1348'WEST-NORTHWEST OF THE WEST END OF A CONCRETE HEAD WALL, 0.4 FOOT
 DY1348'EAST OF THE FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0057 ***********************************************************************
 DY0057  DESIGNATION -  L 749
 DY0057  PID         -  DY0057
 DY0057  STATE/COUNTY-  CA/ORANGE
 DY0057  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0057
 DY0057                         *CURRENT SURVEY CONTROL
 DY0057  ___________________________________________________________________
 DY0057* NAD 83(1986)-  33 47 35.     (N)    118 03 17.     (W)     SCALED    
 DY0057* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 DY0057  ___________________________________________________________________
 DY0057  GEOID HEIGHT-         -35.61  (meters)                     GEOID09
 DY0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0057
 DY0057.The horizontal coordinates were scaled from a topographic map and have
 DY0057.an estimated accuracy of +/- 6 seconds.
 DY0057.
 DY0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0057
 DY0057.The vertical order pertains to the NGVD 29 superseded value.
 DY0057
 DY0057.The geoid height was determined by GEOID09.
 DY0057
 DY0057;                    North         East    Units  Estimated Accuracy
 DY0057;SPC CA 6     -   681,820.    1,832,880.      MT  (+/- 180 meters Scaled)
 DY0057
 DY0057                          SUPERSEDED SURVEY CONTROL
 DY0057
 DY0057  NGVD 29 (??/??/92)    7.655  (m)           25.11   (f) ADJ UNCH    1 2
 DY0057
 DY0057.Superseded values are not recommended for survey control.
 DY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0057.See file dsdata.txt to determine how the superseded data were derived.
 DY0057
 DY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023397(NAD 83)
 DY0057
 DY0057_MARKER: DB = BENCH MARK DISK
 DY0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0057_SP_SET: BUILDING
 DY0057_STAMPING: L 749 1945
 DY0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0057
 DY0057  HISTORY     - Date     Condition        Report By
 DY0057  HISTORY     - 1945     MONUMENTED       CGS
 DY0057  HISTORY     - 1958     GOOD             CGS
 DY0057
 DY0057                          STATION DESCRIPTION
 DY0057
 DY0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0057'AT LOS ALAMITOS NAS.
 DY0057'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE SOUTH
 DY0057'FACE AT THE SOUTHWEST CORNER OF THE HANGAR AND CONTROL TOWER,
 DY0057'0.5 FOOT EAST OF SOUTHWEST CORNER OF BUILDING, 1 FOOT ABOVE
 DY0057'GROUND LEVEL.  BRONZE BENCH MARK DISK SET VERTICALLY.
 DY0057
 DY0057                          STATION RECOVERY (1958)
 DY0057
 DY0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0436 ***********************************************************************
 DW0436  DESIGNATION -  L 751
 DW0436  PID         -  DW0436
 DW0436  STATE/COUNTY-  CA/RIVERSIDE
 DW0436  USGS QUAD   -  DESERT CENTER (1986)
 DW0436
 DW0436                         *CURRENT SURVEY CONTROL
 DW0436  ___________________________________________________________________
 DW0436* NAD 83(1986)-  33 42 41.     (N)    115 23 13.     (W)     SCALED    
 DW0436* NAVD 88     -       261.94   (+/-2cm)     859.4    (feet)  VERTCON   
 DW0436  ___________________________________________________________________
 DW0436  GEOID HEIGHT-         -32.74  (meters)                     GEOID09
 DW0436  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0436
 DW0436.The horizontal coordinates were scaled from a topographic map and have
 DW0436.an estimated accuracy of +/- 6 seconds.
 DW0436.
 DW0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0436
 DW0436.The vertical order pertains to the NGVD 29 superseded value.
 DW0436
 DW0436.The geoid height was determined by GEOID09.
 DW0436
 DW0436;                    North         East    Units  Estimated Accuracy
 DW0436;SPC CA 6     -   671,650.    2,080,000.      MT  (+/- 180 meters Scaled)
 DW0436
 DW0436                          SUPERSEDED SURVEY CONTROL
 DW0436
 DW0436  NGVD 29 (??/??/??)  261.248  (m)          857.11   (f) ADJUSTED    1 2
 DW0436
 DW0436.Superseded values are not recommended for survey control.
 DW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0436.See file dsdata.txt to determine how the superseded data were derived.
 DW0436
 DW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT494313(NAD 83)
 DW0436
 DW0436_MARKER: DB = BENCH MARK DISK
 DW0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0436_STAMPING: L 751 1945
 DW0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0436+STABILITY: SURFACE MOTION
 DW0436
 DW0436  HISTORY     - Date     Condition        Report By
 DW0436  HISTORY     - 1945     MONUMENTED       CGS
 DW0436  HISTORY     - 1985     GOOD             USGS
 DW0436
 DW0436                          STATION DESCRIPTION
 DW0436
 DW0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0436'AT DESERT CENTER AIRPORT.
 DW0436'AT DESERT CENTER AIRPORT, AT THE SOUTHEAST CORNER OF THE FENCE
 DW0436'AROUND THE TWO RUNWAYS, AT A POINT WHERE THE SOUTH END OF THE
 DW0436'NORTH-SOUTH RUNWAY AND THE EAST END OF THE EAST-WEST RUNWAY
 DW0436'MEET, 12.0 FEET NORTH OF THE IRON FENCE CORNER POST, 2.0 FEET
 DW0436'SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF NORTH-SOUTH FENCE
 DW0436'LINE, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DW0436'GROUND.  AN IRON BENCH-MARK DISK, STAMPED L 751 1945.
 DW0436
 DW0436                          STATION RECOVERY (1985)
 DW0436
 DW0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0436'9.2 MILES NORTHEAST ALONG HIGHWAY 177 FROM THE DESERT CENTER TURNOFF
 DW0436'ON I-10, THENCE 0.4 MILE EAST ALONG OLD HIGHWAY 60 TO TRAILER PARK,
 DW0436'ABOUT 200 FEET SOUTH AND 300 FEET EAST OF THE NORTHEAST CORNER OF
 DW0436'TRAILER PARK, NEAR THE SOUTHEAST FENCE CORNER AROUND THE OLD AIR
 DW0436'FIELD, 12.0 FEET NORTH OF THE IRON FENCE CORNER POST, 1.0 FOOT WEST
 DW0436'OF THE NORTH-SOUTH FENCE LINE, 2.0 FOOT SOUTH OF A REFERENCE POST,
 DW0436'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND, A
 DW0436'USC AND GS STEEL TABLET STAMPED 'L 751 1945'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0192 ***********************************************************************
 EV0192  DESIGNATION -  L 752
 EV0192  PID         -  EV0192
 EV0192  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0192  USGS QUAD   -  VICTORVILLE (1993)
 EV0192
 EV0192                         *CURRENT SURVEY CONTROL
 EV0192  ___________________________________________________________________
 EV0192* NAD 83(1986)-  34 34 49.     (N)    117 22 07.     (W)     SCALED    
 EV0192* NAVD 88     -       881.14   (+/-2cm)    2890.9    (feet)  VERTCON   
 EV0192  ___________________________________________________________________
 EV0192  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0192  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0192
 EV0192.The horizontal coordinates were scaled from a topographic map and have
 EV0192.an estimated accuracy of +/- 6 seconds.
 EV0192.
 EV0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0192
 EV0192.The vertical order pertains to the NGVD 29 superseded value.
 EV0192
 EV0192.The geoid height was determined by GEOID09.
 EV0192
 EV0192;                    North         East    Units  Estimated Accuracy
 EV0192;SPC CA 5     -   620,010.    2,057,930.      MT  (+/- 180 meters Scaled)
 EV0192
 EV0192                          SUPERSEDED SURVEY CONTROL
 EV0192
 EV0192  NGVD 29 (??/??/92)  880.300  (m)         2888.12   (f) ADJ UNCH    1 2
 EV0192
 EV0192.Superseded values are not recommended for survey control.
 EV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0192.See file dsdata.txt to determine how the superseded data were derived.
 EV0192
 EV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU661265(NAD 83)
 EV0192
 EV0192_MARKER: DB = BENCH MARK DISK
 EV0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0192_STAMPING: L 752 1945
 EV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0192+STABILITY: SURFACE MOTION
 EV0192
 EV0192  HISTORY     - Date     Condition        Report By
 EV0192  HISTORY     - 1945     MONUMENTED       CGS
 EV0192  HISTORY     - 1956     GOOD             CGS
 EV0192  HISTORY     - 1961     GOOD             CGS
 EV0192
 EV0192                          STATION DESCRIPTION
 EV0192
 EV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0192'AT GEORGE AIR FORCE BASE.
 EV0192'THE GEORGE AIR FORCE BASE (FORMERLY VICTORVILLE AIR FIELD),
 EV0192'ABOUT 0.2 MILE WEST OF THE MAIN ENTRANCE, AT THE STEEL ELEVATED
 EV0192'WATER TANK, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 EV0192'FOUNDATION FOR THE SOUTHWEST LEG, AND ABOUT FLUSH WITH THE
 EV0192'GROUND.
 EV0192
 EV0192                          STATION RECOVERY (1961)
 EV0192
 EV0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0786 ***********************************************************************
 DX0786  DESIGNATION -  L 753
 DX0786  PID         -  DX0786
 DX0786  STATE/COUNTY-  CA/RIVERSIDE
 DX0786  USGS QUAD   -  PALM SPRINGS (1996)
 DX0786
 DX0786                         *CURRENT SURVEY CONTROL
 DX0786  ___________________________________________________________________
 DX0786* NAD 83(1986)-  33 49 47.     (N)    116 32 06.     (W)     SCALED    
 DX0786* NAVD 88     -       142.77   (+/-2cm)     468.4    (feet)  VERTCON   
 DX0786  ___________________________________________________________________
 DX0786  GEOID HEIGHT-         -32.20  (meters)                     GEOID09
 DX0786  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0786
 DX0786.The horizontal coordinates were scaled from a topographic map and have
 DX0786.an estimated accuracy of +/- 6 seconds.
 DX0786.
 DX0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0786
 DX0786.The vertical order pertains to the NGVD 29 superseded value.
 DX0786
 DX0786.The geoid height was determined by GEOID09.
 DX0786
 DX0786;                    North         East    Units  Estimated Accuracy
 DX0786;SPC CA 6     -   684,480.    1,973,620.      MT  (+/- 180 meters Scaled)
 DX0786
 DX0786                          SUPERSEDED SURVEY CONTROL
 DX0786
 DX0786  NGVD 29 (??/??/??)  142.038  (m)          466.00   (f) ADJUSTED    1 2
 DX0786
 DX0786.Superseded values are not recommended for survey control.
 DX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0786.See file dsdata.txt to determine how the superseded data were derived.
 DX0786
 DX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT430433(NAD 83)
 DX0786
 DX0786_MARKER: DB = BENCH MARK DISK
 DX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0786_STAMPING: L 753 1945
 DX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0786+STABILITY: SURFACE MOTION
 DX0786
 DX0786  HISTORY     - Date     Condition        Report By
 DX0786  HISTORY     - 1945     MONUMENTED       CGS
 DX0786  HISTORY     - 1965     GOOD             CGS
 DX0786  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 DX0786  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 DX0786
 DX0786                          STATION DESCRIPTION
 DX0786
 DX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DX0786'IN PALM SPRINGS.
 DX0786'AT PALM SPRINGS, 155 FEET SW OF THE CENTERLINE INTERSECTION OF
 DX0786'ARQUILLA AND ALEJO STREETS, 57 FEET SOUTH OF ALEJO, AND 1.5 FEET
 DX0786'NORTH OF A WOODEN WITNESS POST.  THE MARK IS AN IRON DISK SET IN
 DX0786'THE TOP OF A CIRCULAR CONCRETE POST PROJECTING 0.4 FEET ABOVE
 DX0786'GROUND.
 DX0786
 DX0786                          STATION RECOVERY (1996)
 DX0786
 DX0786'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX0786'MARK NOT FOUND.
 DX0786
 DX0786                          STATION RECOVERY (2004)
 DX0786
 DX0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0553 ***********************************************************************
 EW0553  DESIGNATION -  LINT ALKALI
 EW0553  PID         -  EW0553
 EW0553  STATE/COUNTY-  CA/LOS ANGELES
 EW0553  USGS QUAD   -  LANCASTER WEST (1974)
 EW0553
 EW0553                         *CURRENT SURVEY CONTROL
 EW0553  ___________________________________________________________________
 EW0553* NAD 83(1986)-  34 42 13.     (N)    118 12 06.     (W)     SCALED    
 EW0553* NAVD 88     -       710.18   (+/-2cm)    2330.0    (feet)  VERTCON   
 EW0553  ___________________________________________________________________
 EW0553  GEOID HEIGHT-         -32.28  (meters)                     GEOID09
 EW0553  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0553
 EW0553.The horizontal coordinates were scaled from a topographic map and have
 EW0553.an estimated accuracy of +/- 6 seconds.
 EW0553.
 EW0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0553
 EW0553.The vertical order pertains to the NGVD 29 superseded value.
 EW0553
 EW0553.The geoid height was determined by GEOID09.
 EW0553
 EW0553;                    North         East    Units  Estimated Accuracy
 EW0553;SPC CA 5     -   633,530.    1,981,530.      MT  (+/- 180 meters Scaled)
 EW0553
 EW0553                          SUPERSEDED SURVEY CONTROL
 EW0553
 EW0553  NGVD 29 (??/??/92)  709.330  (m)         2327.19   (f) ADJ UNCH    1 1
 EW0553
 EW0553.Superseded values are not recommended for survey control.
 EW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0553.See file dsdata.txt to determine how the superseded data were derived.
 EW0553
 EW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU899408(NAD 83)
 EW0553
 EW0553_MARKER: DD = SURVEY DISK
 EW0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0553_STAMPING: LINT ALKALI 1929
 EW0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0553+STABILITY: SURFACE MOTION
 EW0553
 EW0553  HISTORY     - Date     Condition        Report By
 EW0553  HISTORY     - 1929     MONUMENTED       USGS
 EW0553  HISTORY     - 1971     GOOD             NGS
 EW0553
 EW0553                          STATION DESCRIPTION
 EW0553
 EW0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0553'3.6 MI W FROM LANCASTER.
 EW0553'3.6 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA HIGHWAY
 EW0553'AT LANCASTER, 193 FEET SOUTHEAST AND ACROSS THE AVENUE FROM THE
 EW0553'CENTER OF THE JUNCTION OF A DRIVEWAY NORTH TO A HOUSE, 200
 EW0553'FEET SOUTH-SOUTHEAST AND ACROSS THE AVENUE FROM THE HOUSE, 147
 EW0553'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT NORTH
 EW0553'OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 EW0553'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1846 ***********************************************************************
 DX1846  DESIGNATION -  M 130
 DX1846  PID         -  DX1846
 DX1846  STATE/COUNTY-  CA/ORANGE
 DX1846  USGS QUAD   -  TUSTIN (1981)
 DX1846
 DX1846                         *CURRENT SURVEY CONTROL
 DX1846  ___________________________________________________________________
 DX1846* NAD 83(1986)-  33 40 24.     (N)    117 45 23.     (W)     SCALED    
 DX1846* NAVD 88     -        64.24   (+/-2cm)     210.8    (feet)  VERTCON   
 DX1846  ___________________________________________________________________
 DX1846  GEOID HEIGHT-         -34.43  (meters)                     GEOID09
 DX1846  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1846
 DX1846.The horizontal coordinates were scaled from a topographic map and have
 DX1846.an estimated accuracy of +/- 6 seconds.
 DX1846.
 DX1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1846
 DX1846.The vertical order pertains to the NGVD 29 superseded value.
 DX1846
 DX1846.The geoid height was determined by GEOID09.
 DX1846
 DX1846;                    North         East    Units  Estimated Accuracy
 DX1846;SPC CA 6     -   668,100.    1,860,310.      MT  (+/- 180 meters Scaled)
 DX1846
 DX1846                          SUPERSEDED SURVEY CONTROL
 DX1846
 DX1846  NGVD 29 (??/??/??)   63.519  (m)          208.40   (f) ADJUSTED    1 1
 DX1846
 DX1846.Superseded values are not recommended for survey control.
 DX1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1846.See file dsdata.txt to determine how the superseded data were derived.
 DX1846
 DX1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT298261(NAD 83)
 DX1846
 DX1846_MARKER: DB = BENCH MARK DISK
 DX1846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1846_SP_SET: BRIDGE ABUTMENT
 DX1846_STAMPING: M 130 1932
 DX1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1846
 DX1846  HISTORY     - Date     Condition        Report By
 DX1846  HISTORY     - 1932     MONUMENTED       CGS
 DX1846  HISTORY     - 1955     GOOD             CGS
 DX1846  HISTORY     - 1974     GOOD             CA-059
 DX1846
 DX1846                          STATION DESCRIPTION
 DX1846
 DX1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1846'0.3 MI SE FROM IRVINE.
 DX1846'0.3 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1846'RAILWAY FROM THE STATION AT IRVINE, AT U.S. HIGHWAY 101 CONCRETE
 DX1846'BRIDGE 55.02 OVER THE TRACK, SET VERTICALLY IN THE SOUTHWEST
 DX1846'FACE OF THE NORTH CONCRETE ABUTMENT, 1.3 FEET SOUTHEAST OF THE
 DX1846'NORTHWEST END, 47.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DX1846'MAIN TRACK, 28.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DX1846'NORTHEAST TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK, AND 3 FEET
 DX1846'ABOVE THE GROUND.
 DX1846
 DX1846                          STATION RECOVERY (1974)
 DX1846
 DX1846'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0031 ***********************************************************************
 HS0031  DESIGNATION -  M 192
 HS0031  PID         -  HS0031
 HS0031  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0031  USGS QUAD   -  VERNALIS (1991)
 HS0031
 HS0031                         *CURRENT SURVEY CONTROL
 HS0031  ___________________________________________________________________
 HS0031* NAD 83(1986)-  37 38 30.     (N)    121 17 58.     (W)     SCALED    
 HS0031* NAVD 88     -        30.63   (+/-2cm)     100.5    (feet)  VERTCON   
 HS0031  ___________________________________________________________________
 HS0031  GEOID HEIGHT-         -32.27  (meters)                     GEOID09
 HS0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0031
 HS0031.The horizontal coordinates were scaled from a topographic map and have
 HS0031.an estimated accuracy of +/- 6 seconds.
 HS0031.
 HS0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0031
 HS0031.The vertical order pertains to the NGVD 29 superseded value.
 HS0031
 HS0031.The geoid height was determined by GEOID09.
 HS0031
 HS0031;                    North         East    Units  Estimated Accuracy
 HS0031;SPC CA 3     -   627,000.    1,929,450.      MT  (+/- 180 meters Scaled)
 HS0031
 HS0031                          SUPERSEDED SURVEY CONTROL
 HS0031
 HS0031  NGVD 29 (??/??/92)   29.889  (m)           98.06   (f) ADJ UNCH    1 2
 HS0031
 HS0031.Superseded values are not recommended for survey control.
 HS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0031.See file dsdata.txt to determine how the superseded data were derived.
 HS0031
 HS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG500674(NAD 83)
 HS0031
 HS0031_MARKER: DB = BENCH MARK DISK
 HS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0031_STAMPING: M 192 1935
 HS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0031+STABILITY: SURFACE MOTION
 HS0031
 HS0031  HISTORY     - Date     Condition        Report By
 HS0031  HISTORY     - 1935     MONUMENTED       CGS
 HS0031  HISTORY     - 1958     GOOD             CGS
 HS0031  HISTORY     - 1965     GOOD             CGS
 HS0031
 HS0031                          STATION DESCRIPTION
 HS0031
 HS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0031'1 MI NW FROM VERNALIS.
 HS0031'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0031'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, IN
 HS0031'R6E T3S S27, 0.4 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS
 HS0031'132 AND 33, DIRECTLY ACROSS THE TRACK FROM MILEPOLE 92, IN LINE
 HS0031'WITH A ROW OF TELEPHONE POLES, 47 FEET SOUTHWEST OF THE CENTER
 HS0031'LINE OF THE HIGHWAY, 39.1 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HS0031'ABOUT 3 FEET LOWER THAN THE TRACK, 2.0 FEET NORTHWEST OF A
 HS0031'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 HS0031'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 HS0031
 HS0031                          STATION RECOVERY (1965)
 HS0031
 HS0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU1994 ***********************************************************************
 GU1994  DESIGNATION -  M 21
 GU1994  PID         -  GU1994
 GU1994  STATE/COUNTY-  CA/MONTEREY
 GU1994  USGS QUAD   -  SALINAS (1984)
 GU1994
 GU1994                         *CURRENT SURVEY CONTROL
 GU1994  ___________________________________________________________________
 GU1994* NAD 83(1986)-  36 40 47.     (N)    121 39 23.     (W)     SCALED    
 GU1994* NAVD 88     -        16.15   (+/-2cm)      53.0    (feet)  VERTCON   
 GU1994  ___________________________________________________________________
 GU1994  GEOID HEIGHT-         -33.82  (meters)                     GEOID09
 GU1994  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1994
 GU1994.The horizontal coordinates were scaled from a topographic map and have
 GU1994.an estimated accuracy of +/- 6 seconds.
 GU1994.
 GU1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1994
 GU1994.The vertical order pertains to the NGVD 29 superseded value.
 GU1994
 GU1994.The geoid height was determined by GEOID09.
 GU1994
 GU1994;                    North         East    Units  Estimated Accuracy
 GU1994;SPC CA 4     -   652,680.    1,762,610.      MT  (+/- 180 meters Scaled)
 GU1994
 GU1994                          SUPERSEDED SURVEY CONTROL
 GU1994
 GU1994  NGVD 29 (??/??/92)   15.31   (m)           50.2    (f) COMPUTED    1 2
 GU1994
 GU1994.Superseded values are not recommended for survey control.
 GU1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1994.See file dsdata.txt to determine how the superseded data were derived.
 GU1994
 GU1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF200601(NAD 83)
 GU1994
 GU1994_MARKER: DB = BENCH MARK DISK
 GU1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1994_STAMPING: S F 48 1908 44
 GU1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1994+STABILITY: SURFACE MOTION
 GU1994
 GU1994  HISTORY     - Date     Condition        Report By
 GU1994  HISTORY     - 1908     MONUMENTED       CGS
 GU1994  HISTORY     - 1933     GOOD             CGS
 GU1994
 GU1994                          STATION DESCRIPTION
 GU1994
 GU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GU1994'AT SALINAS.
 GU1994'200 FEET SOUTH OF STATION, AT NORTH END OF SOUTHERN PACIFIC
 GU1994'RAILROAD PARK, IRON POST STAMPED S.F. 48 1908 44 BENCH MARK
 GU1994'M 21.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY1253 ***********************************************************************
 DY1253  DESIGNATION -  M 50 RESET 1929
 DY1253  PID         -  DY1253
 DY1253  STATE/COUNTY-  CA/LOS ANGELES
 DY1253  USGS QUAD   -  VENICE (1981)
 DY1253
 DY1253                         *CURRENT SURVEY CONTROL
 DY1253  ___________________________________________________________________
 DY1253* NAD 83(1986)-  33 59 17.     (N)    118 28 16.     (W)     SCALED    
 DY1253* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 DY1253  ___________________________________________________________________
 DY1253  GEOID HEIGHT-         -35.87  (meters)                     GEOID09
 DY1253  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1253
 DY1253.The horizontal coordinates were scaled from a topographic map and have
 DY1253.an estimated accuracy of +/- 6 seconds.
 DY1253.
 DY1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1253
 DY1253.The vertical order pertains to the NGVD 29 superseded value.
 DY1253
 DY1253.The geoid height was determined by GEOID09.
 DY1253
 DY1253;                    North         East    Units  Estimated Accuracy
 DY1253;SPC CA 5     -   554,240.    1,956,470.      MT  (+/- 180 meters Scaled)
 DY1253
 DY1253                          SUPERSEDED SURVEY CONTROL
 DY1253
 DY1253  NGVD 29 (??/??/92)    3.68   (m)           12.1    (f) COMPUTED    1 2
 DY1253
 DY1253.Superseded values are not recommended for survey control.
 DY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1253.See file dsdata.txt to determine how the superseded data were derived.
 DY1253
 DY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT641618(NAD 83)
 DY1253
 DY1253_MARKER: DB = BENCH MARK DISK
 DY1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1253_SP_SET: SIDEWALK
 DY1253_STAMPING: M 50 1925 RESET 1929
 DY1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1253
 DY1253  HISTORY     - Date     Condition        Report By
 DY1253  HISTORY     - 1929     MONUMENTED       CGS
 DY1253  HISTORY     - 1960     MARK NOT FOUND   CGS
 DY1253  HISTORY     - 1964     MARK NOT FOUND   CGS
 DY1253
 DY1253                          STATION DESCRIPTION
 DY1253
 DY1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DY1253'AT VENICE.
 DY1253'THE MARK IS 210 FEET SOUTHWEST OF SMALL CIRCULAR PARK IN FRONT
 DY1253'OF VENICE POST OFFICE BUILDING, 82.5 FEET WEST OF NORTH CORNER
 DY1253'OF POST OFFICE BUILDING, 41.5 FEET NORTHEAST OF NORTH CORNER
 DY1253'OF BRICK STORE BUILDING, 32.5 FEET SOUTHEAST OF CENTERLINE OF
 DY1253'WINDWARD AVENUE, SET IN SIDEWALK 2 FEET SOUTHEAST OF STREET
 DY1253'CURB, AND 1 FOOT NORTHEAST OF NORTHEAST CORNER OF CONCRETE
 DY1253'LAMP POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED BY THE LOS
 DY1253'ANGELES COUNTY SURVEYORS OFFICE IN NOVEMBER 1929.
 DY1253
 DY1253                          STATION RECOVERY (1964)
 DY1253
 DY1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DY1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0067 ***********************************************************************
 DY0067  DESIGNATION -  M 51 RESET 1927
 DY0067  PID         -  DY0067
 DY0067  STATE/COUNTY-  CA/LOS ANGELES
 DY0067  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0067
 DY0067                         *CURRENT SURVEY CONTROL
 DY0067  ___________________________________________________________________
 DY0067* NAD 83(1986)-  33 51 30.     (N)    118 03 48.     (W)     SCALED    
 DY0067* NAVD 88     -        14.87   (+/-2cm)      48.8    (feet)  VERTCON   
 DY0067  ___________________________________________________________________
 DY0067  GEOID HEIGHT-         -35.60  (meters)                     GEOID09
 DY0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0067
 DY0067.The horizontal coordinates were scaled from a topographic map and have
 DY0067.an estimated accuracy of +/- 6 seconds.
 DY0067.
 DY0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0067
 DY0067.The vertical order pertains to the NGVD 29 superseded value.
 DY0067
 DY0067.The geoid height was determined by GEOID09.
 DY0067
 DY0067;                    North         East    Units  Estimated Accuracy
 DY0067;SPC CA 5     -   539,750.    1,994,140.      MT  (+/- 180 meters Scaled)
 DY0067
 DY0067                          SUPERSEDED SURVEY CONTROL
 DY0067
 DY0067  NGVD 29 (??/??/92)   14.142  (m)           46.40   (f) ADJ UNCH    1 2
 DY0067
 DY0067.Superseded values are not recommended for survey control.
 DY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0067.See file dsdata.txt to determine how the superseded data were derived.
 DY0067
 DY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83)
 DY0067
 DY0067_MARKER: DB = BENCH MARK DISK
 DY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0067_STAMPING: M 51 1926 RESET 1927
 DY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0067+STABILITY: SURFACE MOTION
 DY0067
 DY0067  HISTORY     - Date     Condition        Report By
 DY0067  HISTORY     - 1927     MONUMENTED       CGS
 DY0067  HISTORY     - 1958     GOOD             CGS
 DY0067  HISTORY     - 1961     MARK NOT FOUND   CGS
 DY0067  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0067
 DY0067                          STATION DESCRIPTION
 DY0067
 DY0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DY0067'1 MI E FROM ARTESIA.
 DY0067'1.0 MILE EAST ALONG SOUTH ST. FROM ARTESIA.  AT THE INTERSECTION
 DY0067'OF SOUTH ST. AND BLOOMFIELD AVENUE., 100.3 FEET NORTH OF THE
 DY0067'CENTERLINE OF SOUTH ST., 28.7 FEET EAST OF THE CENTERLINE OF
 DY0067'BLOOMFIELD AVE., 16.1 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE
 DY0067'OF POWER POLE 656729E, AND 4.8 FEET EAST OF A WIRE FENCE.  IT
 DY0067'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW
 DY0067'THE SURFACE OF THE GROUND.  WHAT WAS CALLED ORANGETHORPE AVENUE
 DY0067'IS NOW NAMED SOUTH STREET.
 DY0067
 DY0067                          STATION RECOVERY (1961)
 DY0067
 DY0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY0067'MARK NOT FOUND.
 DY0067
 DY0067                          STATION RECOVERY (2004)
 DY0067
 DY0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (LRC)
 DY0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0731 ***********************************************************************
 EV0731  DESIGNATION -  M 727
 EV0731  PID         -  EV0731
 EV0731  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0731  USGS QUAD   -  MINNEOLA (1971)
 EV0731
 EV0731                         *CURRENT SURVEY CONTROL
 EV0731  ___________________________________________________________________
 EV0731* NAD 83(1986)-  34 50 51.     (N)    116 47 10.     (W)     SCALED    
 EV0731* NAVD 88     -       585.690  (meters)    1921.55   (feet)  ADJUSTED  
 EV0731  ___________________________________________________________________
 EV0731  GEOID HEIGHT-         -31.44  (meters)                     GEOID09
 EV0731  DYNAMIC HT  -         585.031 (meters)    1919.39  (feet)  COMP
 EV0731  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 EV0731
 EV0731  VERT ORDER  -  FIRST     CLASS I
 EV0731
 EV0731.The horizontal coordinates were scaled from a topographic map and have
 EV0731.an estimated accuracy of +/- 6 seconds.
 EV0731.
 EV0731.The orthometric height was determined by differential leveling and
 EV0731.adjusted in June 1991.
 EV0731
 EV0731.WARNING-Repeat measurements at this control monument indicate possible
 EV0731.vertical movement.
 EV0731
 EV0731.The geoid height was determined by GEOID09.
 EV0731
 EV0731.The dynamic height is computed by dividing the NAVD 88
 EV0731.geopotential number by the normal gravity value computed on the
 EV0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0731.degrees latitude (g = 980.6199 gals.).
 EV0731
 EV0731.The modeled gravity was interpolated from observed gravity values.
 EV0731
 EV0731;                    North         East    Units  Estimated Accuracy
 EV0731;SPC CA 5     -   650,140.    2,111,010.      MT  (+/- 180 meters Scaled)
 EV0731
 EV0731                          SUPERSEDED SURVEY CONTROL
 EV0731
 EV0731  NGVD 29 (??/??/92)  584.952  (m)         1919.13   (f) ADJ UNCH    1 1
 EV0731
 EV0731.Superseded values are not recommended for survey control.
 EV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0731.See file dsdata.txt to determine how the superseded data were derived.
 EV0731
 EV0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU195561(NAD 83)
 EV0731
 EV0731_MARKER: DB = BENCH MARK DISK
 EV0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0731_SP_SET: SEMAPHORE
 EV0731_STAMPING: M 727 1944
 EV0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0731
 EV0731  HISTORY     - Date     Condition        Report By
 EV0731  HISTORY     - 1944     MONUMENTED       CGS
 EV0731  HISTORY     - 1974     GOOD             NGS
 EV0731  HISTORY     - 1977     GOOD             NGS
 EV0731  HISTORY     - 1978     GOOD             USGS
 EV0731
 EV0731                          STATION DESCRIPTION
 EV0731
 EV0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0731'6 MI E FROM DAGGETT.
 EV0731'6.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0731'FROM THE CROSSING OF DAGGETT-YERMO ROAD AT DAGGETT, 6.15 MILES
 EV0731'WEST OF NEWBERRY, 2 1/2 POLES EAST OF MILEPOST 732, IN THE TOP
 EV0731'AND 0.6 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 EV0731'OF A 48-INCH PIPE CULVERT, 10.1 FEET SOUTH OF THE SOUTH RAIL OF
 EV0731'THE SOUTH TRACK, 43.6 FEET EAST OF THE SOUTHEAST CORNER OF THE
 EV0731'CONCRETE FOUNDATION OF SEMAPHORE 7312, AND ABOUT 3 FEET LOWER
 EV0731'THAN THE TRACK.  SEC 29, T 9 N, R 2 E.
 EV0731
 EV0731                          STATION RECOVERY (1977)
 EV0731
 EV0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0731'RECOVERED IN GOOD CONDITION.
 EV0731
 EV0731                          STATION RECOVERY (1978)
 EV0731
 EV0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EV0731'FROM THE POST OFFICE IN DAGGETT, GO EAST ON OLD HIGHWAY 66 FOR 5.95
 EV0731'MILES TO MARK ON LEFT. IT IS 130 FEET NORTH OF CENTER OF ROAD, 65
 EV0731'FEET NORTHWEST OF TELEPHONE POLE 141/27, 40 FEET EAST OF A RAILROAD
 EV0731'SIGNAL 7312, 10 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 EV0731'ABOUT 3 FEET LOWER THAN THE RAILROAD AND ABOUT 6 FEET HIGHER THAN THE
 EV0731'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2639 ***********************************************************************
 GU2639  DESIGNATION -  M 738
 GU2639  PID         -  GU2639
 GU2639  STATE/COUNTY-  CA/SAN BENITO
 GU2639  USGS QUAD   -  SAN FELIPE (1971)
 GU2639
 GU2639                         *CURRENT SURVEY CONTROL
 GU2639  ___________________________________________________________________
 GU2639* NAD 83(1986)-  36 53 19.     (N)    121 24 03.     (W)     SCALED    
 GU2639* NAVD 88     -        70.20   (+/-2cm)     230.3    (feet)  VERTCON   
 GU2639  ___________________________________________________________________
 GU2639  GEOID HEIGHT-         -33.02  (meters)                     GEOID09
 GU2639  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2639
 GU2639.The horizontal coordinates were scaled from a topographic map and have
 GU2639.an estimated accuracy of +/- 6 seconds.
 GU2639.
 GU2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2639
 GU2639.The vertical order pertains to the NGVD 29 superseded value.
 GU2639
 GU2639.The geoid height was determined by GEOID09.
 GU2639
 GU2639;                    North         East    Units  Estimated Accuracy
 GU2639;SPC CA 4     -   675,250.    1,786,020.      MT  (+/- 180 meters Scaled)
 GU2639
 GU2639                          SUPERSEDED SURVEY CONTROL
 GU2639
 GU2639  NGVD 29 (??/??/92)   69.342  (m)          227.50   (f) ADJ UNCH    1 2
 GU2639
 GU2639.Superseded values are not recommended for survey control.
 GU2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2639.See file dsdata.txt to determine how the superseded data were derived.
 GU2639
 GU2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF425837(NAD 83)
 GU2639
 GU2639_MARKER: DB = BENCH MARK DISK
 GU2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2639_STAMPING: M 738 1945
 GU2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2639+STABILITY: SURFACE MOTION
 GU2639
 GU2639  HISTORY     - Date     Condition        Report By
 GU2639  HISTORY     - 1945     MONUMENTED       CGS
 GU2639  HISTORY     - 1948     GOOD             CGS
 GU2639
 GU2639                          STATION DESCRIPTION
 GU2639
 GU2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2639'2.5 MI N FROM HOLLISTER.
 GU2639'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 25 AND 156 FROM THE
 GU2639'COURTHOUSE AT HOLLISTER, AT HOLLISTER NAVAL AUXILIARY AIR STATION,
 GU2639'AT THE MAIN ENTRANCE, 42.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GU2639'OF THE GUARDHOUSE, 34 FEET SOUTH OF THE CENTER LINE OF MAIN ROAD
 GU2639'ENTERING STATION, 1.8 FEET EAST OF A WOODEN GUARD FENCE, AND AT
 GU2639'THE WEST END OF THE SOUTH STONE AND CONCRETE GUARD WALL, AND SET
 GU2639'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND
 GU2639'LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0121 ***********************************************************************
 DZ0121  DESIGNATION -  M 739
 DZ0121  PID         -  DZ0121
 DZ0121  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0121  USGS QUAD   -  SANTA MARIA (1982)
 DZ0121
 DZ0121                         *CURRENT SURVEY CONTROL
 DZ0121  ___________________________________________________________________
 DZ0121* NAD 83(1986)-  34 53 55.     (N)    120 27 00.     (W)     SCALED    
 DZ0121* NAVD 88     -        75.74   (+/-2cm)     248.5    (feet)  VERTCON   
 DZ0121  ___________________________________________________________________
 DZ0121  GEOID HEIGHT-         -35.73  (meters)                     GEOID09
 DZ0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0121
 DZ0121.This mark is at Santa Maria Pub/capt G Allan Hancock Fld Airport (SMX)
 DZ0121
 DZ0121.The horizontal coordinates were scaled from a topographic map and have
 DZ0121.an estimated accuracy of +/- 6 seconds.
 DZ0121.
 DZ0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0121
 DZ0121.The vertical order pertains to the NGVD 29 superseded value.
 DZ0121
 DZ0121.Photographs are available for this station.
 DZ0121
 DZ0121.The geoid height was determined by GEOID09.
 DZ0121
 DZ0121;                    North         East    Units  Estimated Accuracy
 DZ0121;SPC CA 5     -   657,870.    1,776,110.      MT  (+/- 180 meters Scaled)
 DZ0121
 DZ0121                          SUPERSEDED SURVEY CONTROL
 DZ0121
 DZ0121  NGVD 29 (??/??/92)   74.933  (m)          245.84   (f) ADJ UNCH    1 2
 DZ0121
 DZ0121.Superseded values are not recommended for survey control.
 DZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0121.See file dsdata.txt to determine how the superseded data were derived.
 DZ0121
 DZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330647(NAD 83)
 DZ0121
 DZ0121_MARKER: DB = BENCH MARK DISK
 DZ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0121_SP_SET: CONCRETE BASE
 DZ0121_STAMPING: M 739 1945
 DZ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0121
 DZ0121  HISTORY     - Date     Condition        Report By
 DZ0121  HISTORY     - 1945     MONUMENTED       CGS
 DZ0121  HISTORY     - 1956     GOOD             CGS
 DZ0121
 DZ0121                          STATION DESCRIPTION
 DZ0121
 DZ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0121'AT SANTA MARIA AIRPORT.
 DZ0121'AT SANTA MARIA AIRPORT, AT THE SOUTHEAST ONE OF TWO WOODEN
 DZ0121'CONTROL TOWERS, IN THE TOP OF THE SOUTH CORNER OF THE SOUTH
 DZ0121'CONCRETE BASE OF THE SOUTH WOODEN LEG, 11.2 FEET SOUTHWEST OF
 DZ0121'THE SOUTHWEST EDGE OF WOODEN STEPS LEADING TO THE TOP OF THE
 DZ0121'TOWER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2390 ***********************************************************************
 EW2390  DESIGNATION -  M 740
 EW2390  PID         -  EW2390
 EW2390  STATE/COUNTY-  CA/LOS ANGELES
 EW2390  USGS QUAD   -  VAN NUYS (1972)
 EW2390
 EW2390                         *CURRENT SURVEY CONTROL
 EW2390  ___________________________________________________________________
 EW2390* NAD 83(1986)-  34 12 38.     (N)    118 29 16.     (W)     SCALED    
 EW2390* NAVD 88     -       237.73   (+/-2cm)     780.0    (feet)  VERTCON   
 EW2390  ___________________________________________________________________
 EW2390  GEOID HEIGHT-         -34.65  (meters)                     GEOID09
 EW2390  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2390
 EW2390.This mark is at Van Nuys Airport (VNY)
 EW2390
 EW2390.The horizontal coordinates were scaled from a topographic map and have
 EW2390.an estimated accuracy of +/- 6 seconds.
 EW2390.
 EW2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2390
 EW2390.The vertical order pertains to the NGVD 29 superseded value.
 EW2390
 EW2390.The geoid height was determined by GEOID09.
 EW2390
 EW2390;                    North         East    Units  Estimated Accuracy
 EW2390;SPC CA 5     -   578,930.    1,955,050.      MT  (+/- 180 meters Scaled)
 EW2390
 EW2390                          SUPERSEDED SURVEY CONTROL
 EW2390
 EW2390  NGVD 29 (??/??/92)  236.947  (m)          777.38   (f) ADJ UNCH    1 2
 EW2390
 EW2390.Superseded values are not recommended for survey control.
 EW2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2390.See file dsdata.txt to determine how the superseded data were derived.
 EW2390
 EW2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT629865(NAD 83)
 EW2390
 EW2390_MARKER: DB = BENCH MARK DISK
 EW2390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2390_SP_SET: CONTROL TOWER
 EW2390_STAMPING: M 740 1945
 EW2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2390
 EW2390  HISTORY     - Date     Condition        Report By
 EW2390  HISTORY     - 1945     MONUMENTED       CGS
 EW2390  HISTORY     - 1961     GOOD             CGS
 EW2390  HISTORY     - 1973     GOOD             NGS
 EW2390
 EW2390                          STATION DESCRIPTION
 EW2390
 EW2390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW2390'AT SAN FERNANDO VALLEY AIRPORT.
 EW2390'AT SAN FERNANDO VALLEY AIRPORT, SET VERTICALLY IN THE SOUTH
 EW2390'FACE OF THE SOUTHWEST CORNER OF THE CONTROL TOWER, 1.7 FEET
 EW2390'EAST OF THE SOUTHWEST CORNER, AND 1.6 FEET ABOVE THE GROUND.
 EW2390
 EW2390                          STATION RECOVERY (1973)
 EW2390
 EW2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EW2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0700 ***********************************************************************
 DC0700  DESIGNATION -  M 741
 DC0700  PID         -  DC0700
 DC0700  STATE/COUNTY-  CA/SAN DIEGO
 DC0700  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0700
 DC0700                         *CURRENT SURVEY CONTROL
 DC0700  ___________________________________________________________________
 DC0700* NAD 83(1986)-  32 33 52.     (N)    117 01 59.     (W)     SCALED    
 DC0700* NAVD 88     -        93.207  (meters)     305.80   (feet)  ADJUSTED  
 DC0700  ___________________________________________________________________
 DC0700  GEOID HEIGHT-         -34.87  (meters)                     GEOID09
 DC0700  DYNAMIC HT  -          93.099 (meters)     305.44  (feet)  COMP
 DC0700  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 DC0700
 DC0700  VERT ORDER  -  FIRST     CLASS II
 DC0700
 DC0700.The horizontal coordinates were scaled from a topographic map and have
 DC0700.an estimated accuracy of +/- 6 seconds.
 DC0700.
 DC0700.The orthometric height was determined by differential leveling and
 DC0700.adjusted in June 1991.
 DC0700
 DC0700.The geoid height was determined by GEOID09.
 DC0700
 DC0700.The dynamic height is computed by dividing the NAVD 88
 DC0700.geopotential number by the normal gravity value computed on the
 DC0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0700.degrees latitude (g = 980.6199 gals.).
 DC0700
 DC0700.The modeled gravity was interpolated from observed gravity values.
 DC0700
 DC0700;                    North         East    Units  Estimated Accuracy
 DC0700;SPC CA 6     -   544,390.    1,926,460.      MT  (+/- 180 meters Scaled)
 DC0700
 DC0700                          SUPERSEDED SURVEY CONTROL
 DC0700
 DC0700  NGVD 29 (??/??/??)   92.528  (m)          303.57   (f) ADJUSTED    1 2
 DC0700
 DC0700.Superseded values are not recommended for survey control.
 DC0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0700.See file dsdata.txt to determine how the superseded data were derived.
 DC0700
 DC0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS968030(NAD 83)
 DC0700
 DC0700_MARKER: DB = BENCH MARK DISK
 DC0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0700_SP_SET: CONCRETE POST
 DC0700_STAMPING: M 741 1945
 DC0700_MARK LOGO: CGS   
 DC0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0700+STABILITY: SURFACE MOTION
 DC0700
 DC0700  HISTORY     - Date     Condition        Report By
 DC0700  HISTORY     - 1945     MONUMENTED       CGS
 DC0700  HISTORY     - 1955     GOOD             CGS
 DC0700  HISTORY     - 1970     GOOD             CA-073
 DC0700  HISTORY     - 1987     GOOD             NGS
 DC0700
 DC0700                          STATION DESCRIPTION
 DC0700
 DC0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0700'2.6 MI N FROM SAN YSIDRO.
 DC0700'1.5 MILES NORTHWEST ALONG THE SAN DIEGO AND ARIZON EASTERN
 DC0700'RAILWAY FROM THE STATION AT SAN YSIDRO, THENCE 1.1 MILES
 DC0700'NORTHEAST ALONG BROWNFIELD ROAD, ON THE NORTHWEST SLOPE OF A
 DC0700'GRADE, AT THE CROSSING OF A POWER LINE, AT A FILL, 74.3 FEET
 DC0700'WEST OF THE CENTER OF THE SOUTH END OF A 24-INCH CONCRETE PIPE
 DC0700'CULVERT, 24.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.8
 DC0700'FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT
 DC0700'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DC0700'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DC0700
 DC0700                          STATION RECOVERY (1970)
 DC0700
 DC0700'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0700'RECOVERED IN GOOD CONDITION.
 DC0700
 DC0700                          STATION RECOVERY (1987)
 DC0700
 DC0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0700'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.14 KM (0.10
 DC0700'MI) SOUTHEAST ALONG SAN YSIDRO BOULEVARD FROM THE INTERSTATE HIGHWAY
 DC0700'805 SOUTHBOUND OVERPASS IN SAN YSIDRO, THENCE 0.22 KM (0.15 MI)
 DC0700'NORTHEAST ALONG CENTER STREET, THENCE 0.7 KM (0.45 MI) NORTH ALONG
 DC0700'EAST BEYER BOULEVARD, THENCE 1.14 KM (0.70 MI) NORTHEAST ALONG OTAY
 DC0700'MESA ROAD, ON THE WEST SIDE OF A STEEP RAVINE, 6.1 M (20.0 FT) SOUTH
 DC0700'OF THE ROAD CENTERLINE, 21.1 M (69.2 FT) SOUTHEAST AND ACROSS THE
 DC0700'ROAD FROM THE T-JUNCTION OF POWER LINES, 0.7 M (2.3 FT) WEST OF THE
 DC0700'WEST END OF A METAL GUARD RAIL.
 DC0700'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 DC0700'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0020 ***********************************************************************
 LU0020  DESIGNATION -  M 742
 LU0020  PID         -  LU0020
 LU0020  STATE/COUNTY-  CA/SHASTA
 LU0020  USGS QUAD   -  ENTERPRISE (1969)
 LU0020
 LU0020                         *CURRENT SURVEY CONTROL
 LU0020  ___________________________________________________________________
 LU0020* NAD 83(1986)-  40 30 19.     (N)    122 17 44.     (W)     SCALED    
 LU0020* NAVD 88     -       149.42   (+/-2cm)     490.2    (feet)  VERTCON   
 LU0020  ___________________________________________________________________
 LU0020  GEOID HEIGHT-         -27.79  (meters)                     GEOID09
 LU0020  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0020
 LU0020.This mark is at Redding Municipal Airport (RDD)
 LU0020
 LU0020.The horizontal coordinates were scaled from a topographic map and have
 LU0020.an estimated accuracy of +/- 6 seconds.
 LU0020.
 LU0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0020
 LU0020.The vertical order pertains to the NGVD 29 superseded value.
 LU0020
 LU0020.The geoid height was determined by GEOID09.
 LU0020
 LU0020;                    North         East    Units  Estimated Accuracy
 LU0020;SPC CA 1     -   630,170.    1,974,950.      MT  (+/- 180 meters Scaled)
 LU0020
 LU0020                          SUPERSEDED SURVEY CONTROL
 LU0020
 LU0020  NGVD 29 (??/??/92)  148.636  (m)          487.65   (f) ADJ UNCH    1 2
 LU0020
 LU0020.Superseded values are not recommended for survey control.
 LU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0020.See file dsdata.txt to determine how the superseded data were derived.
 LU0020
 LU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK596840(NAD 83)
 LU0020
 LU0020_MARKER: DD = SURVEY DISK
 LU0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0020_SP_SET: HEADWALL
 LU0020_STAMPING: M 742
 LU0020_MARK LOGO: USE   
 LU0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0020+STABILITY: SURFACE MOTION
 LU0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0020+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0020
 LU0020  HISTORY     - Date     Condition        Report By
 LU0020  HISTORY     - UNK      MONUMENTED       DOD
 LU0020  HISTORY     - 1967     GOOD             CGS
 LU0020  HISTORY     - 19880622 GOOD             NGS
 LU0020
 LU0020                          STATION DESCRIPTION
 LU0020
 LU0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU0020'AT REDDING MUNICIPAL AIRPORT.
 LU0020'THIS MARK WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 LU0020'WAS INACCURATE, A NEW DESCRIPTION FOLLOWS-- AT REDDING MUNICIPAL
 LU0020'AIRPORT, SHASTA COUNTY, ABOUT 1400 FEET WEST OF THE VOR, MIDWAY
 LU0020'BETWEEN THE INTERSECTION OF THE RUNWAYS AND THE SOUTH END OF
 LU0020'RUNWAY 16-34.  IT IS AT A 36 INCH CONCRETE PIPE CULVERT UNDER
 LU0020'THE NORTH-SOUTH RUNWAY, IN THE TOP OF THE WEST CONCRETE HEADWALL,
 LU0020'AND 180 FEET WEST OF THE WEST EDGE OF THE RUNWAY.  A CORPS
 LU0020'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED M 742.
 LU0020
 LU0020                          STATION RECOVERY (1988)
 LU0020
 LU0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0935 ***********************************************************************
 KS0935  DESIGNATION -  M 743
 KS0935  PID         -  KS0935
 KS0935  STATE/COUNTY-  CA/YUBA
 KS0935  USGS QUAD   -  OLIVEHURST (1973)
 KS0935
 KS0935                         *CURRENT SURVEY CONTROL
 KS0935  ___________________________________________________________________
 KS0935* NAD 83(2007)-  39 05 48.15726(N)    121 34 00.73849(W)     ADJUSTED  
 KS0935* NAVD 88     -        18.786  (meters)      61.63   (feet)  ADJUSTED  
 KS0935  ___________________________________________________________________
 KS0935  EPOCH DATE  -        2007.00
 KS0935  X           -  -2,594,723.792 (meters)                     COMP
 KS0935  Y           -  -4,223,132.676 (meters)                     COMP
 KS0935  Z           -   4,000,648.374 (meters)                     COMP
 KS0935  LAPLACE CORR-           2.77  (seconds)                    DEFLEC09
 KS0935  ELLIP HEIGHT-         -10.656 (meters)          (02/10/07) ADJUSTED
 KS0935  GEOID HEIGHT-         -29.38  (meters)                     GEOID09
 KS0935  DYNAMIC HT  -          18.774 (meters)      61.59  (feet)  COMP
 KS0935
 KS0935  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 KS0935  Type    PID    Designation                      North   East  Ellip
 KS0935  -------------------------------------------------------------------
 KS0935  NETWORK KS0935 M 743                             3.41   3.00   8.23
 KS0935  -------------------------------------------------------------------
 KS0935  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KS0935
 KS0935  VERT ORDER  -  FIRST     CLASS II
 KS0935
 KS0935.This mark is at Yuba County Airport (MYV)
 KS0935
 KS0935.The horizontal coordinates were established by GPS observations
 KS0935.and adjusted by the National Geodetic Survey in February 2007.
 KS0935
 KS0935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 KS0935.See National Readjustment for more information. 
 KS0935
 KS0935.The horizontal coordinates are valid at the epoch date displayed above
 KS0935.which is a decimal equivalence of Year/Month/Day.
 KS0935
 KS0935.The orthometric height was determined by differential leveling and
 KS0935.adjusted in June 1991.
 KS0935
 KS0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KS0935
 KS0935.The Laplace correction was computed from DEFLEC09 derived deflections.
 KS0935
 KS0935.The ellipsoidal height was determined by GPS observations
 KS0935.and is referenced to NAD 83.
 KS0935
 KS0935.The geoid height was determined by GEOID09.
 KS0935
 KS0935.The dynamic height is computed by dividing the NAVD 88
 KS0935.geopotential number by the normal gravity value computed on the
 KS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0935.degrees latitude (g = 980.6199 gals.).
 KS0935
 KS0935.The modeled gravity was interpolated from observed gravity values.
 KS0935
 KS0935;                    North         East     Units Scale Factor Converg.
 KS0935;SPC CA 2     -   658,831.837 2,037,465.870   MT  0.99991469   +0 16 23.1
 KS0935;SPC CA 2     - 2,161,517.45  6,684,585.94   sFT  0.99991469   +0 16 23.1
 KS0935;UTM  10      - 4,328,486.269   623,930.647   MT  0.99978912   +0 54 14.0
 KS0935
 KS0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS0935!SPC CA 2     -   1.00000167  x   0.99991469  =   0.99991636
 KS0935!UTM  10      -   1.00000167  x   0.99978912  =   0.99979079
 KS0935
 KS0935|---------------------------------------------------------------------|
 KS0935| PID    Reference Object                     Distance      Geod. Az  |
 KS0935|                                                           dddmmss.s |
 KS0935| KS1813 YUBA COUNTY AIRPORT ARP 1964        254.783 METERS 30230     |
 KS0935|---------------------------------------------------------------------|
 KS0935
 KS0935                          SUPERSEDED SURVEY CONTROL
 KS0935
 KS0935  NAD 83(1992)-  39 05 48.15231(N)    121 34 00.73314(W) AD(1991.35) 2
 KS0935  ELLIP H (06/28/94)  -10.395  (m)                       GP(1991.35) 5 1
 KS0935  NAVD 88 (06/28/94)   18.79   (m)           61.6    (f) LEVELING    3  
 KS0935  NGVD 29 (??/??/??)   18.090  (m)           59.35   (f) ADJUSTED    1 2
 KS0935
 KS0935.Superseded values are not recommended for survey control.
 KS0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0935.See file dsdata.txt to determine how the superseded data were derived.
 KS0935
 KS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2393028486(NAD 83)
 KS0935
 KS0935_MARKER: DB = BENCH MARK DISK
 KS0935_SETTING: 0 = UNSPECIFIED SETTING
 KS0935_STAMPING: ILLEGIBLE
 KS0935_MARK LOGO: USE   
 KS0935_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KS0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0935+STABILITY: POSITION/ELEVATION WELL
 KS0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0935+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 KS0935
 KS0935  HISTORY     - Date     Condition        Report By
 KS0935  HISTORY     - UNK      MONUMENTED       DOD
 KS0935  HISTORY     - 1964     POOR             CGS
 KS0935  HISTORY     - 1976     GOOD             NGS
 KS0935  HISTORY     - 19880812 GOOD             NGS
 KS0935  HISTORY     - 19920511 GOOD             NOS
 KS0935  HISTORY     - 20040311 GOOD             CADT
 KS0935  HISTORY     - 20050421 GOOD             CADWR
 KS0935
 KS0935                          STATION DESCRIPTION
 KS0935
 KS0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KS0935'3 MI S FROM MARYSVILLE.
 KS0935'AT YUBA COUNTY AIRPORT, 31.3 FEET WEST OF SOUTHWEST CORNER OF
 KS0935'TERMINAL BUILDING, 63.5 FEET NORTHWEST OF NORTHWEST CORNER OF
 KS0935'PATIO OF COMET AIRWAYS BUILDING, SET IN THE NORTHEAST CORNER
 KS0935'OF THE CONCRETE WARM UP APRON.
 KS0935
 KS0935                          STATION RECOVERY (1976)
 KS0935
 KS0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KS0935'RECOVERED IN GOOD CONDITION.
 KS0935
 KS0935                          STATION RECOVERY (1988)
 KS0935
 KS0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0935'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 KS0935'TERMINAL BUILDING IS NOW THE FEDERIAL AVIATION ADMINISTRATION
 KS0935'BUILDING.
 KS0935
 KS0935                          STATION RECOVERY (1992)
 KS0935
 KS0935'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KS0935'STATION IS LOCATED AT THE YUBA COUNTY AIRPORT WHICH IS JUST SOUTH OF
 KS0935'THE CITY OF MARYSVILLE.  IT IS ON THE CONCRETE RAMP ADJACENT TO THE
 KS0935'FLIGHT SERVICE STATION BUILDING INSIDE AIRPORT PERIMETER FENCING.
 KS0935'IT IS 69.0 FT (21.03 M) NORTHWEST OF A FLOODLIGHT POLE AT THE WEST
 KS0935'CORNER OF A FIXED BASE OPERATOR BUILDING, 27.6 FT (8.41 M) SOUTHWEST
 KS0935'OF A FENCE CORNER AT THE FLIGHT SERVICE STATION BUILDING AND 8.5 FT
 KS0935'(2.59 M) NORTHWEST OF THE CORNER OF THE FLIGHT SERVICE STATION
 KS0935'BUILDING (TWO-STORY) AND TWO FEET SOUTHWEST OF THE JUNCTION OF THE
 KS0935'CONCRETE RAMP AND AN ASPHALT RAMP ABUTTING IT TO THE NORTH.
 KS0935'STATION IS A USED BM DISK SET FLUSH WITH THE CONCRETE RAMP.  DISK
 KS0935'STAMPING IS ILLEGIBLE.
 KS0935
 KS0935                          STATION RECOVERY (2004)
 KS0935
 KS0935'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0935'RECOVERED IN GOOD CONDITION.
 KS0935
 KS0935                          STATION RECOVERY (2005)
 KS0935
 KS0935'RECOVERY NOTE BY CA DEPT OF WATER RES 2005
 KS0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0986 ***********************************************************************
 JS0986  DESIGNATION -  M 744
 JS0986  PID         -  JS0986
 JS0986  STATE/COUNTY-  CA/SACRAMENTO
 JS0986  USGS QUAD   -  RIO LINDA (1992)
 JS0986
 JS0986                         *CURRENT SURVEY CONTROL
 JS0986  ___________________________________________________________________
 JS0986* NAD 83(1986)-  38 38 37.     (N)    121 24 01.     (W)     SCALED    
 JS0986* NAVD 88     -        20.839  (meters)      68.37   (feet)  ADJUSTED  
 JS0986  ___________________________________________________________________
 JS0986  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 JS0986  DYNAMIC HT  -          20.826 (meters)      68.33  (feet)  COMP
 JS0986  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JS0986
 JS0986  VERT ORDER  -  FIRST     CLASS I
 JS0986
 JS0986.The horizontal coordinates were scaled from a topographic map and have
 JS0986.an estimated accuracy of +/- 6 seconds.
 JS0986.
 JS0986.The orthometric height was determined by differential leveling and
 JS0986.adjusted in June 1991.
 JS0986
 JS0986.The geoid height was determined by GEOID09.
 JS0986
 JS0986.The dynamic height is computed by dividing the NAVD 88
 JS0986.geopotential number by the normal gravity value computed on the
 JS0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0986.degrees latitude (g = 980.6199 gals.).
 JS0986
 JS0986.The modeled gravity was interpolated from observed gravity values.
 JS0986
 JS0986;                    North         East    Units  Estimated Accuracy
 JS0986;SPC CA 2     -   608,620.    2,052,210.      MT  (+/- 180 meters Scaled)
 JS0986
 JS0986                          SUPERSEDED SURVEY CONTROL
 JS0986
 JS0986  NGVD 29 (??/??/92)   20.066  (m)           65.83   (f) ADJ UNCH    1 1
 JS0986
 JS0986.Superseded values are not recommended for survey control.
 JS0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0986.See file dsdata.txt to determine how the superseded data were derived.
 JS0986
 JS0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH392784(NAD 83)
 JS0986
 JS0986_MARKER: DB = BENCH MARK DISK
 JS0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0986_STAMPING: M 744 1945
 JS0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0986+STABILITY: SURFACE MOTION
 JS0986
 JS0986  HISTORY     - Date     Condition        Report By
 JS0986  HISTORY     - 1945     MONUMENTED       CGS
 JS0986  HISTORY     - 1969     GOOD             CGS
 JS0986  HISTORY     - 20040407 MARK NOT FOUND   CADT
 JS0986
 JS0986                          STATION DESCRIPTION
 JS0986
 JS0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0986'5.1 MI NE FROM SACRAMENTO.
 JS0986'5.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0986'FROM ELVAS TOWER AT SACRAMENTO, 3 POLES SOUTHWEST OF AND ACROSS
 JS0986'THE TRACK FROM MILEPOLE 97, 10 1/2 RAILS NORTHEAST OF SIGNAL
 JS0986'966, 41.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 JS0986'TRACK, 121 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE THIRD
 JS0986'POLE SOUTHWEST OF THE MILEPOLE, 37 1/2 FEET NORTHWEST OF THE
 JS0986'CENTER LINE OF THE NORTHWEST LANES OF ROSEVILLE ROAD, 1.2 FEET
 JS0986'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK,
 JS0986'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 JS0986'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JS0986
 JS0986                          STATION RECOVERY (2004)
 JS0986
 JS0986'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0037 ***********************************************************************
 HS0037  DESIGNATION -  M 745
 HS0037  PID         -  HS0037
 HS0037  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0037  USGS QUAD   -  VERNALIS (1991)
 HS0037
 HS0037                         *CURRENT SURVEY CONTROL
 HS0037  ___________________________________________________________________
 HS0037* NAD 83(1986)-  37 37 49.     (N)    121 17 15.     (W)     SCALED    
 HS0037* NAVD 88     -        32.49   (+/-2cm)     106.6    (feet)  VERTCON   
 HS0037  ___________________________________________________________________
 HS0037  GEOID HEIGHT-         -32.27  (meters)                     GEOID09
 HS0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0037
 HS0037.The horizontal coordinates were scaled from a topographic map and have
 HS0037.an estimated accuracy of +/- 6 seconds.
 HS0037.
 HS0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0037
 HS0037.The vertical order pertains to the NGVD 29 superseded value.
 HS0037
 HS0037.The geoid height was determined by GEOID09.
 HS0037
 HS0037;                    North         East    Units  Estimated Accuracy
 HS0037;SPC CA 3     -   625,730.    1,930,490.      MT  (+/- 180 meters Scaled)
 HS0037
 HS0037                          SUPERSEDED SURVEY CONTROL
 HS0037
 HS0037  NGVD 29 (??/??/92)   31.755  (m)          104.18   (f) ADJ UNCH    1 2
 HS0037
 HS0037.Superseded values are not recommended for survey control.
 HS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0037.See file dsdata.txt to determine how the superseded data were derived.
 HS0037
 HS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG511661(NAD 83)
 HS0037
 HS0037_MARKER: DB = BENCH MARK DISK
 HS0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0037_STAMPING: M 745 1945
 HS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0037+STABILITY: SURFACE MOTION
 HS0037
 HS0037  HISTORY     - Date     Condition        Report By
 HS0037  HISTORY     - 1945     MONUMENTED       CGS
 HS0037  HISTORY     - 1958     GOOD             CGS
 HS0037  HISTORY     - 1965     GOOD             CGS
 HS0037
 HS0037                          STATION DESCRIPTION
 HS0037
 HS0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0037'AT VERNALIS.
 HS0037'AT VERNALIS, IN R6E T3S S35, NEAR MILEPOLE 93, ACROSS STATE
 HS0037'HIGHWAY 33 AND THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 HS0037'GROCERY STORE AND POST OFFICE, 39 FEET SOUTHWEST OF THE SOUTHWEST
 HS0037'RAIL OF THE MAIN TRACK, 24 FEET EAST OF THE CENTER LINE OF WELTY
 HS0037'ROAD, 15 FEET SOUTHEAST OF A FENCE CORNER POST, 1.0 FOOT
 HS0037'SOUTHWEST OF A FENCE, 1.0 FOOT NORTHEAST OF A WITNESS POST, AND
 HS0037'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HS0037'GROUND.
 HS0037
 HS0037                          STATION RECOVERY (1965)
 HS0037
 HS0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0880 ***********************************************************************
 GT0880  DESIGNATION -  M 746
 GT0880  PID         -  GT0880
 GT0880  STATE/COUNTY-  CA/TULARE
 GT0880  USGS QUAD   -  GOSHEN (1969)
 GT0880
 GT0880                         *CURRENT SURVEY CONTROL
 GT0880  ___________________________________________________________________
 GT0880* NAD 83(1986)-  36 19 45.     (N)    119 24 21.     (W)     SCALED    
 GT0880* NAVD 88     -        88.99   (+/-2cm)     292.0    (feet)  VERTCON   
 GT0880  ___________________________________________________________________
 GT0880  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 GT0880  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0880
 GT0880.The horizontal coordinates were scaled from a topographic map and have
 GT0880.an estimated accuracy of +/- 6 seconds.
 GT0880.
 GT0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0880
 GT0880.The vertical order pertains to the NGVD 29 superseded value.
 GT0880
 GT0880.The geoid height was determined by GEOID09.
 GT0880
 GT0880;                    North         East    Units  Estimated Accuracy
 GT0880;SPC CA 4     -   610,580.    1,963,560.      MT  (+/- 180 meters Scaled)
 GT0880
 GT0880                          SUPERSEDED SURVEY CONTROL
 GT0880
 GT0880  NGVD 29 (??/??/92)   88.164  (m)          289.25   (f) ADJ UNCH    1 2
 GT0880
 GT0880.Superseded values are not recommended for survey control.
 GT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0880.See file dsdata.txt to determine how the superseded data were derived.
 GT0880
 GT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA840231(NAD 83)
 GT0880
 GT0880_MARKER: Z = SEE DESCRIPTION
 GT0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0880_SP_SET: BRIDGE ABUTMENT
 GT0880_STAMPING: M 746 1945
 GT0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0880
 GT0880  HISTORY     - Date     Condition        Report By
 GT0880  HISTORY     - 1945     MONUMENTED       SPRR
 GT0880  HISTORY     - 1957     GOOD             CGS
 GT0880  HISTORY     - 1958     MARK NOT FOUND   SPRR
 GT0880  HISTORY     - 20070825 MARK NOT FOUND   GEOCAC
 GT0880
 GT0880                          STATION DESCRIPTION
 GT0880
 GT0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GT0880'1.9 MI SE FROM GOSHEN.
 GT0880'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0880'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, IN R24E T18S, NEAR
 GT0880'THE SOUTHEAST CORNER OF SECTION 30, 3 TELEPHONE POLES NORTHWEST
 GT0880'OF MILEPOLE 241, AT CONCRETE RAILROAD BRIDGE 240.94 OVER THE
 GT0880'SOUTH BOUND LANES OF U.S. HIGHWAY 99, IN THE TOP OF THE SOUTHWEST
 GT0880'END OF THE NORTHWEST CONCRETE ABUTMENT, 9.3 FEET SOUTHWEST
 GT0880'OF THE SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 GT0880
 GT0880                          STATION RECOVERY (1958)
 GT0880
 GT0880'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1958
 GT0880'MARK NOT FOUND.
 GT0880
 GT0880                          STATION RECOVERY (2007)
 GT0880
 GT0880'RECOVERY NOTE BY GEOCACHING 2007 (RT)
 GT0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0346 ***********************************************************************
 EW0346  DESIGNATION -  M 747
 EW0346  PID         -  EW0346
 EW0346  STATE/COUNTY-  CA/LOS ANGELES
 EW0346  USGS QUAD   -  PALMDALE (1974)
 EW0346
 EW0346                         *CURRENT SURVEY CONTROL
 EW0346  ___________________________________________________________________
 EW0346* NAD 83(1986)-  34 36 36.     (N)    118 05 43.     (W)     SCALED    
 EW0346* NAVD 88     -       780.79   (+/-2cm)    2561.6    (feet)  VERTCON   
 EW0346  ___________________________________________________________________
 EW0346  GEOID HEIGHT-         -32.15  (meters)                     GEOID09
 EW0346  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0346
 EW0346.This mark is at Palmdale Prod Fl/test Installation Af Pl Airport (PMD)
 EW0346
 EW0346.The horizontal coordinates were scaled from a topographic map and have
 EW0346.an estimated accuracy of +/- 6 seconds.
 EW0346.
 EW0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0346
 EW0346.The vertical order pertains to the NGVD 29 superseded value.
 EW0346
 EW0346.The geoid height was determined by GEOID09.
 EW0346
 EW0346;                    North         East    Units  Estimated Accuracy
 EW0346;SPC CA 5     -   623,130.    1,991,260.      MT  (+/- 180 meters Scaled)
 EW0346
 EW0346                          SUPERSEDED SURVEY CONTROL
 EW0346
 EW0346  NGVD 29 (??/??/92)  779.938  (m)         2558.85   (f) ADJ UNCH    1 2
 EW0346
 EW0346.Superseded values are not recommended for survey control.
 EW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0346.See file dsdata.txt to determine how the superseded data were derived.
 EW0346
 EW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU995303(NAD 83)
 EW0346
 EW0346_MARKER: DB = BENCH MARK DISK
 EW0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0346_STAMPING: M 747 1945
 EW0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0346+STABILITY: SURFACE MOTION
 EW0346
 EW0346  HISTORY     - Date     Condition        Report By
 EW0346  HISTORY     - 1945     MONUMENTED       CGS
 EW0346  HISTORY     - 1964     GOOD             CGS
 EW0346
 EW0346                          STATION DESCRIPTION
 EW0346
 EW0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EW0346'3.6 MI NE FROM PALMDALE.
 EW0346'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0346'FROM THE STATION AT PALMDALE, THENCE 1.5 MILES EAST ALONG AVENUE
 EW0346'P, THENCE 0.5 MILE NORTH ALONG THE EXTENSION OF 20TH STREET,
 EW0346'(PAVED MILITARY ROAD), AT PALMDALE AIRPORT, 33 1/2 FEET EAST OF
 EW0346'THE CENTER LINE OF THE STREET, 18 1/2 FEET NORTH-NORTHEAST OF A
 EW0346'POWER POLE, 82 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD EAST,
 EW0346'1.1 FEET WEST OF A WITNESS POST, ABOUT 0.5 FOOT HIGHER THAN THE
 EW0346'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 EW0346'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1952 ***********************************************************************
 DX1952  DESIGNATION -  M 748
 DX1952  PID         -  DX1952
 DX1952  STATE/COUNTY-  CA/ORANGE
 DX1952  USGS QUAD   -  TUSTIN (1981)
 DX1952
 DX1952                         *CURRENT SURVEY CONTROL
 DX1952  ___________________________________________________________________
 DX1952* NAD 83(1986)-  33 40 31.     (N)    117 52 04.     (W)     SCALED    
 DX1952* NAVD 88     -        14.10   (+/-2cm)      46.3    (feet)  VERTCON   
 DX1952  ___________________________________________________________________
 DX1952  GEOID HEIGHT-         -34.99  (meters)                     GEOID09
 DX1952  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1952
 DX1952.This mark is at John Wayne Airport/orange Co  (SNA)
 DX1952
 DX1952.The horizontal coordinates were scaled from a topographic map and have
 DX1952.an estimated accuracy of +/- 6 seconds.
 DX1952.
 DX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1952
 DX1952.The vertical order pertains to the NGVD 29 superseded value.
 DX1952
 DX1952.The geoid height was determined by GEOID09.
 DX1952
 DX1952;                    North         East    Units  Estimated Accuracy
 DX1952;SPC CA 6     -   668,480.    1,849,990.      MT  (+/- 180 meters Scaled)
 DX1952
 DX1952                          SUPERSEDED SURVEY CONTROL
 DX1952
 DX1952  NGVD 29 (??/??/??)   13.398  (m)           43.96   (f) ADJUSTED    1 2
 DX1952
 DX1952.Superseded values are not recommended for survey control.
 DX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1952.See file dsdata.txt to determine how the superseded data were derived.
 DX1952
 DX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195264(NAD 83)
 DX1952
 DX1952_MARKER: P = PIPE CAP
 DX1952_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1952_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1952_STAMPING: M 748 1945
 DX1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1952
 DX1952  HISTORY     - Date     Condition        Report By
 DX1952  HISTORY     - 1945     MONUMENTED       CA-059
 DX1952  HISTORY     - 1955     MARK NOT FOUND   CGS
 DX1952  HISTORY     - 1958     GOOD             CGS
 DX1952
 DX1952                          STATION DESCRIPTION
 DX1952
 DX1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1952'ORANGE COUNTY    AIRPORT.
 DX1952'0.15 MILE SOUTHEAST OF THE NORTH CORNER OF THE FIELD, ALONG
 DX1952'THE NORTHEAST FENCE LINE, 39.5 FEET SOUTHWEST OF THE CENTERLINE
 DX1952'OF PAULARINO AVENUE, 0.6 FOOT NORTHEAST OF THE FENCE, 0.3 FOOT
 DX1952'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 0.8 FOOT BELOW THE LEVEL
 DX1952'OF THE GROUND.  AN CA-059        STANDARD CAP, STAMPED M 748
 DX1952'1945 AND RIVETED ON THE TOP OF A 1-INCH IRON PIPE.
 DX1952
 DX1952                          STATION RECOVERY (1958)
 DX1952
 DX1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0051 ***********************************************************************
 DY0051  DESIGNATION -  M 749 DPW
 DY0051  PID         -  DY0051
 DY0051  STATE/COUNTY-  CA/ORANGE
 DY0051  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0051
 DY0051                         *CURRENT SURVEY CONTROL
 DY0051  ___________________________________________________________________
 DY0051* NAD 83(1986)-  33 47 43.     (N)    118 03 16.     (W)     SCALED    
 DY0051* NAVD 88     -         8.36   (+/-2cm)      27.4    (feet)  VERTCON   
 DY0051  ___________________________________________________________________
 DY0051  GEOID HEIGHT-         -35.62  (meters)                     GEOID09
 DY0051  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0051
 DY0051.The horizontal coordinates were scaled from a topographic map and have
 DY0051.an estimated accuracy of +/- 6 seconds.
 DY0051.
 DY0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0051
 DY0051.The vertical order pertains to the NGVD 29 superseded value.
 DY0051
 DY0051.The geoid height was determined by GEOID09.
 DY0051
 DY0051;                    North         East    Units  Estimated Accuracy
 DY0051;SPC CA 6     -   682,070.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0051
 DY0051                          SUPERSEDED SURVEY CONTROL
 DY0051
 DY0051  NGVD 29 (??/??/92)    7.647  (m)           25.09   (f) ADJ UNCH    1 2
 DY0051
 DY0051.Superseded values are not recommended for survey control.
 DY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0051.See file dsdata.txt to determine how the superseded data were derived.
 DY0051
 DY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023399(NAD 83)
 DY0051
 DY0051_MARKER: DD = SURVEY DISK
 DY0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0051_STAMPING: M 749 1945
 DY0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0051+STABILITY: SURFACE MOTION
 DY0051
 DY0051  HISTORY     - Date     Condition        Report By
 DY0051  HISTORY     - 1945     MONUMENTED       CA1980
 DY0051  HISTORY     - 1945     GOOD             CGS
 DY0051  HISTORY     - 1958     GOOD             CGS
 DY0051
 DY0051                          STATION DESCRIPTION
 DY0051
 DY0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0051'AT LOS ALAMITOS NAS.
 DY0051'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE CENTER
 DY0051'OF THE GRASSY ISLAND NEAR THE INTERSECTION OF LEXINGTON DRIVE
 DY0051'AND SARATOGA AVE., 39.8 FEET NORTH OF THE SOUTH CURB OF THE
 DY0051'ISLAND, 8.8 FEET WEST OF WEST CURB OF THE EAST DRIVE AND 8.8 FEET
 DY0051'EAST OF EAST CURB OF WEST DRIVE.  A 5 INCH BRONZE TABLET SET
 DY0051'IN TOP OF A CONCRETE POST AND LEVEL WITH THE GROUND.  A DEPARTMENT
 DY0051'OF PUBLIC WORKS STANDARD DISK, STAMPED M 749 1945 AND SET IN
 DY0051'THE TOP OF A CONCRETE POST.
 DY0051
 DY0051                          STATION RECOVERY (1958)
 DY0051
 DY0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DY0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0777 ***********************************************************************
 DC0777  DESIGNATION -  M 750
 DC0777  PID         -  DC0777
 DC0777  STATE/COUNTY-  CA/SAN DIEGO
 DC0777  USGS QUAD   -  POINT LOMA (1994)
 DC0777
 DC0777                         *CURRENT SURVEY CONTROL
 DC0777  ___________________________________________________________________
 DC0777* NAD 83(1986)-  32 41 06.4    (N)    117 10 48.5    (W)     HD_HELD2  
 DC0777* NAVD 88     -         7.25   (+/-2cm)      23.8    (feet)  VERTCON   
 DC0777  ___________________________________________________________________
 DC0777  GEOID HEIGHT-         -35.24  (meters)                     GEOID09
 DC0777  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0777
 DC0777.The horizontal coordinates were established by autonomous hand held GPS
 DC0777.observations and have an estimated accuracy of +/- 10 meters.
 DC0777.
 DC0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0777
 DC0777.The vertical order pertains to the NGVD 29 superseded value.
 DC0777
 DC0777.Photographs are available for this station.
 DC0777
 DC0777.The geoid height was determined by GEOID09.
 DC0777
 DC0777;                    North         East    Units  Estimated Accuracy
 DC0777;SPC CA 6     -   557,886.    1,912,768.      MT  (+/- 10 meters HH2 GPS)
 DC0777
 DC0777                          SUPERSEDED SURVEY CONTROL
 DC0777
 DC0777  NGVD 29 (??/??/??)    6.617  (m)           21.71   (f) ADJUSTED    1 2
 DC0777
 DC0777.Superseded values are not recommended for survey control.
 DC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0777.See file dsdata.txt to determine how the superseded data were derived.
 DC0777
 DC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8311216393(NAD 83)
 DC0777
 DC0777_MARKER: DB = BENCH MARK DISK
 DC0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0777_SP_SET: CONCRETE PILLAR BASE
 DC0777_STAMPING: M 750 1945
 DC0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0777+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DC0777
 DC0777  HISTORY     - Date     Condition        Report By
 DC0777  HISTORY     - 1945     MONUMENTED       CGS
 DC0777  HISTORY     - 1955     GOOD             CGS
 DC0777  HISTORY     - 1962     GOOD             CGS
 DC0777  HISTORY     - 20040604 GOOD             INDIV
 DC0777  HISTORY     - 20070819 GOOD             LOCSUR
 DC0777
 DC0777                          STATION DESCRIPTION
 DC0777
 DC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0777'AT CORONADO.
 DC0777'AT CORONADO, AT THE INTERSECTION OF ORANGE AVENUE AND PARK
 DC0777'PLACE, AT THE BANK OF AMERICA, IN THE CONCRETE BASE OF THE
 DC0777'TWIN PILLARS AT THE NORTHEAST CORNER OF THE BUILDING, 0.6 FOOT
 DC0777'SOUTH OF THE NORTH EDGE OF THE BASE, AND 0.5 FOOT HIGHER THAN
 DC0777'THE SIDEWALK.
 DC0777
 DC0777                          STATION RECOVERY (1962)
 DC0777
 DC0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0777'RECOVERED IN GOOD CONDITION.
 DC0777
 DC0777                          STATION RECOVERY (2004)
 DC0777
 DC0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 DC0777'CORONADO HISTORICAL ASSN. SIGN ON TOP OF FRONT WALL OF THE OLD
 DC0777'BANK OF AMERICA BLDG. IS NOW OCCUPIED BY TENT CITY RESTAURANT
 DC0777'MARK STAMPING USCGS M750 1945
 DC0777'AT THE SOUTH Y POINT OF THE INTERSECTION
 DC0777
 DC0777                          STATION RECOVERY (2007)
 DC0777
 DC0777'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2007 (LJM)
 DC0777'FOUND AS DESCRIBED.  FOUND BETWEEN TWO PILLARS LEFT OF BLDG ENTRANCE.
 DC0777'BANK BLDG HAS BEEN USED AS A RESTAURANT FOR MANY YEARS AND THE STATION
 DC0777'IS OFTEN BEHIND A MENU BOARD.
 DC0777'N 32  41.106 W 117  10.808
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0190 ***********************************************************************
 EV0190  DESIGNATION -  M 752
 EV0190  PID         -  EV0190
 EV0190  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0190  USGS QUAD   -  VICTORVILLE (1993)
 EV0190
 EV0190                         *CURRENT SURVEY CONTROL
 EV0190  ___________________________________________________________________
 EV0190* NAD 83(1986)-  34 34 47.     (N)    117 21 54.     (W)     SCALED    
 EV0190* NAVD 88     -       881.48   (+/-2cm)    2892.0    (feet)  VERTCON   
 EV0190  ___________________________________________________________________
 EV0190  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0190  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0190
 EV0190.The horizontal coordinates were scaled from a topographic map and have
 EV0190.an estimated accuracy of +/- 6 seconds.
 EV0190.
 EV0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0190
 EV0190.The vertical order pertains to the NGVD 29 superseded value.
 EV0190
 EV0190.The geoid height was determined by GEOID09.
 EV0190
 EV0190;                    North         East    Units  Estimated Accuracy
 EV0190;SPC CA 5     -   619,950.    2,058,260.      MT  (+/- 180 meters Scaled)
 EV0190
 EV0190                          SUPERSEDED SURVEY CONTROL
 EV0190
 EV0190  NGVD 29 (??/??/92)  880.637  (m)         2889.22   (f) ADJ UNCH    1 2
 EV0190
 EV0190.Superseded values are not recommended for survey control.
 EV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0190.See file dsdata.txt to determine how the superseded data were derived.
 EV0190
 EV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU665264(NAD 83)
 EV0190
 EV0190_MARKER: DB = BENCH MARK DISK
 EV0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0190_STAMPING: M 752 1945
 EV0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0190+STABILITY: SURFACE MOTION
 EV0190
 EV0190  HISTORY     - Date     Condition        Report By
 EV0190  HISTORY     - 1945     MONUMENTED       CGS
 EV0190  HISTORY     - 1961     GOOD             CGS
 EV0190
 EV0190                          STATION DESCRIPTION
 EV0190
 EV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EV0190'AT GEORGE AIR FORCE BASE.
 EV0190'AT GEORGE AIR FORCE BASE, AT THE INTERSECTION OF NEVADA AVENUE
 EV0190'AND CORY BOULEVARD, 30 FEET WEST OF THE CENTER LINE OF THE
 EV0190'AVENUE, 2 FEET NORTH OF AN IRON FENCE CORNER, 0.9 FOOT WEST
 EV0190'OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT
 EV0190'HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 EV0190'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0784 ***********************************************************************
 DX0784  DESIGNATION -  M 753
 DX0784  PID         -  DX0784
 DX0784  STATE/COUNTY-  CA/RIVERSIDE
 DX0784  USGS QUAD   -  PALM SPRINGS (1996)
 DX0784
 DX0784                         *CURRENT SURVEY CONTROL
 DX0784  ___________________________________________________________________
 DX0784* NAD 83(1986)-  33 49 21.     (N)    116 31 39.     (W)     SCALED    
 DX0784* NAVD 88     -       132.75   (+/-2cm)     435.5    (feet)  VERTCON   
 DX0784  ___________________________________________________________________
 DX0784  GEOID HEIGHT-         -32.24  (meters)                     GEOID09
 DX0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0784
 DX0784.The horizontal coordinates were scaled from a topographic map and have
 DX0784.an estimated accuracy of +/- 6 seconds.
 DX0784.
 DX0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0784
 DX0784.The vertical order pertains to the NGVD 29 superseded value.
 DX0784
 DX0784.The geoid height was determined by GEOID09.
 DX0784
 DX0784;                    North         East    Units  Estimated Accuracy
 DX0784;SPC CA 6     -   683,670.    1,974,310.      MT  (+/- 180 meters Scaled)
 DX0784
 DX0784                          SUPERSEDED SURVEY CONTROL
 DX0784
 DX0784  NGVD 29 (??/??/??)  132.019  (m)          433.13   (f) ADJUSTED    1 2
 DX0784
 DX0784.Superseded values are not recommended for survey control.
 DX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0784.See file dsdata.txt to determine how the superseded data were derived.
 DX0784
 DX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT437425(NAD 83)
 DX0784
 DX0784_MARKER: DB = BENCH MARK DISK
 DX0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0784_STAMPING: M 753 1945
 DX0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0784+STABILITY: SURFACE MOTION
 DX0784
 DX0784  HISTORY     - Date     Condition        Report By
 DX0784  HISTORY     - 1945     MONUMENTED       CGS
 DX0784  HISTORY     - 1959     GOOD             CGS
 DX0784
 DX0784                          STATION DESCRIPTION
 DX0784
 DX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DX0784'AT PALM SPRINGS.
 DX0784'AT PALM SPRINGS ARMY AIR FIELD, 0.25 MILE WEST OF MAIN GATE,
 DX0784'MIDWAY BETWEEN THE TWO LANES OF MAIN DRIVE, 61.0 FEET EAST OF
 DX0784'EAST EDGE OF NORTH-SOUTH PAVED ROAD AND THE WEST END OF PARKWAY,
 DX0784'1.5 FOOT EAST OF REFERENCE POST, SET IN TOP OF A TERRA COTTA PIPE
 DX0784'FILLED WITH CONCRETE AND PROJECTING 0.5 FOOT ABOVE GROUND.  A
 DX0784'STANDARD DISK, STAMPED M 753 1945.  NOTE-- MARK IS ACROSS THE
 DX0784'ROAD FROM THE SOUTHEAST CORNER OF OLD PALM SPRINGS AIRPORT.
 DX0784
 DX0784                          STATION RECOVERY (1959)
 DX0784
 DX0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 DX0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0923 ***********************************************************************
 KS0923  DESIGNATION -  MARYSVILLE
 KS0923  PID         -  KS0923
 KS0923  STATE/COUNTY-  CA/YUBA
 KS0923  USGS QUAD   -  YUBA CITY (1973)
 KS0923
 KS0923                         *CURRENT SURVEY CONTROL
 KS0923  ___________________________________________________________________
 KS0923* NAD 83(1992)-  39 08 45.50527(N)    121 35 13.29297(W)     ADJUSTED  
 KS0923* NAVD 88     -        18.446  (meters)      60.52   (feet)  ADJUSTED  
 KS0923  ___________________________________________________________________
 KS0923  EPOCH DATE  -        1991.35
 KS0923  LAPLACE CORR-           2.92  (seconds)                    DEFLEC09
 KS0923  GEOID HEIGHT-         -29.25  (meters)                     GEOID09
 KS0923  DYNAMIC HT  -          18.435 (meters)      60.48  (feet)  COMP
 KS0923  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 KS0923
 KS0923  HORZ ORDER  -  FIRST
 KS0923  VERT ORDER  -  FIRST     CLASS II
 KS0923
 KS0923.The horizontal coordinates were established by classical geodetic methods
 KS0923.and adjusted by the National Geodetic Survey in March 1994.
 KS0923.
 KS0923.The orthometric height was determined by differential leveling and
 KS0923.adjusted in June 1991.
 KS0923
 KS0923.WARNING-Repeat measurements at this control monument indicate possible
 KS0923.vertical movement.
 KS0923
 KS0923.The Laplace correction was computed from DEFLEC09 derived deflections.
 KS0923
 KS0923.The geoid height was determined by GEOID09.
 KS0923
 KS0923.The dynamic height is computed by dividing the NAVD 88
 KS0923.geopotential number by the normal gravity value computed on the
 KS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0923.degrees latitude (g = 980.6199 gals.).
 KS0923
 KS0923.The modeled gravity was interpolated from observed gravity values.
 KS0923
 KS0923;                    North         East     Units Scale Factor Converg.
 KS0923;SPC CA 2     -   664,292.306 2,035,697.695   MT  0.99991524   +0 15 37.3
 KS0923;SPC CA 2     - 2,179,432.34  6,678,784.85   sFT  0.99991524   +0 15 37.3
 KS0923;UTM  10      - 4,333,926.227   622,102.652   MT  0.99978358   +0 53 31.6
 KS0923
 KS0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS0923!SPC CA 2     -   1.00000169  x   0.99991524  =   0.99991693
 KS0923!UTM  10      -   1.00000169  x   0.99978358  =   0.99978527
 KS0923
 KS0923:                Primary Azimuth Mark                     Grid Az
 KS0923:SPC CA 2     -  MARYSVILLE AZ MK 3                       336 38 21.5
 KS0923:UTM  10      -  MARYSVILLE AZ MK 3                       336 00 27.2
 KS0923
 KS0923|---------------------------------------------------------------------|
 KS0923| PID    Reference Object                     Distance      Geod. Az  |
 KS0923|                                                           dddmmss.s |
 KS0923| DB8186 MARYSVILLE RM 6                      15.210 METERS 05634     |
 KS0923| KS0924 MARYSVILLE RM 1                      30.856 METERS 08813     |
 KS0923| KS0925 MARYSVILLE RM 2                      40.100 METERS 17831     |
 KS0923| KS1809 MARYSVILLE CONVENT STEEPLE          301.135 METERS 18925     |
 KS0923| KS1805 MARYSVILLE CATH CHURCH STEEPLE      357.869 METERS 19506     |
 KS0923| KS1802 YUBA CITY DEL MONTE WATER TANK      APPROX. 2.9 KM 2355504.6 |
 KS0923| KS1810 YUBA CITY MUNICIPAL TANK            APPROX. 2.7 KM 2453609.8 |
 KS0923| DB8183 MARYSVILLE RM 3                      20.569 METERS 28302     |
 KS0923| DB8181 MARYSVILLE AZ MK                                   3361059.4 |
 KS0923| DB8182 MARYSVILLE AZ MK 3                                 3365358.8 |
 KS0923| DB8185 MARYSVILLE RM 5 AZIMUTH                            3420747.0 |
 KS0923| DB8184 MARYSVILLE RM 4                      30.462 METERS 34549     |
 KS0923|---------------------------------------------------------------------|
 KS0923
 KS0923                          SUPERSEDED SURVEY CONTROL
 KS0923
 KS0923  NAD 83(1986)-  39 08 45.49055(N)    121 35 13.28593(W) AD(1984.00) 1
 KS0923  NAD 27      -  39 08 45.87900(N)    121 35 09.40900(W) AD(       ) 1
 KS0923  NGVD 29 (??/??/??)   17.752  (m)           58.24   (f) ADJUSTED    1 2
 KS0923
 KS0923.Superseded values are not recommended for survey control.
 KS0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0923.See file dsdata.txt to determine how the superseded data were derived.
 KS0923
 KS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2210233926(NAD 83)
 KS0923
 KS0923_MARKER: DS = TRIANGULATION STATION DISK
 KS0923_SETTING: 0 = UNSPECIFIED SETTING
 KS0923_STAMPING: MARYSVILLE 1939
 KS0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0923
 KS0923  HISTORY     - Date     Condition        Report By
 KS0923  HISTORY     - 1939     MONUMENTED       CGS
 KS0923  HISTORY     - 1948     GOOD             CGS
 KS0923  HISTORY     - 1968     SEE DESCRIPTION  CADH
 KS0923  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KS0923  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KS0923  HISTORY     - 1978     GOOD             NGS
 KS0923  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0923  HISTORY     - 19880808 MARK NOT FOUND   NGS
 KS0923
 KS0923                          STATION DESCRIPTION
 KS0923
 KS0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 KS0923'STATION IS LOCATED IN THE NORTHERN PART OF THE CITY OF MARYSVILLE,
 KS0923'IN THE SOUTHWEST INTERSECTION OF TENTH AND B STREETS, NORTH
 KS0923'OF THE MUNICIPAL SWIMMING POOL.
 KS0923'
 KS0923'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK OF
 KS0923'CONCRETE, FLUSH WITH THE GROUND, MARK SET IN THE SOUTHWEST
 KS0923'CORNER OF TENTH AND B STREETS, 131 FEET NORTH OF THE MUNICIPAL
 KS0923'SWIMMING POOL BUILDING, 36 FEET WEST OF CENTER OF THE NORTH-SOUTH
 KS0923'SIDEWALK.  MARK STAMPED MARYSVILLE 1939.  UNDERGROUND MARK
 KS0923'IS SET AS DESCRIBED IN NOTE 7A.
 KS0923'
 KS0923'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE EAST CURB
 KS0923'OF B STREET, 29-1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF CURB
 KS0923'INTERSECTIONS.  STAMPED MARYSVILLE NO. 1 1939.
 KS0923'
 KS0923'REFERENCE MARK NO. 2 IS A STANDARD DISK SET 131-1/2 FEET SOUTH
 KS0923'OF STATION IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE
 KS0923'MUNICIPAL SWIMMING POOL BUILDING.  STAMPED MARYSVILLE NO. 2 1939.
 KS0923'
 KS0923'AZIMUTH MARK IS A STANDARD DISK SET ABOUT 0.3 MILE NORTH-NORTHWEST
 KS0923'ON WEST END OF SOUTH BRIDGE RAIL AT THE NORTH END OF ELLIS
 KS0923'LAKE, 15 FEET SOUTH OF ROAD CENTER, 10 FEET WEST OF CENTER
 KS0923'OF BRIDGE.  MARK STAMPED MARYSVILLE 1939.
 KS0923'
 KS0923'A 90-FOOT STEEL TOWER ERECTED OVER STATION TO SEE ALL LINES.
 KS0923
 KS0923                          STATION RECOVERY (1948)
 KS0923
 KS0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KS0923'AT MARYSVILLE.
 KS0923'AT MARYSVILLE, YUBA COUNTY, AT THE SOUTHWEST CORNER OF THE
 KS0923'INTERSECTION OF TENTH AND B STREETS, ON THE GRASS LAWN OF THE
 KS0923'MUNICIPAL SWIMMING-POOL LOT, ABOUT 106 FEET NORTH-NORTHEAST OF THE
 KS0923'NORTHEAST CORNER OF THE NORTH WING OF THE SWIMMING-POOL BUILDING,
 KS0923'49.7 FEET WEST-SOUTHWEST OF THE NORTH END OF THE B STREET CURB
 KS0923'AT THE JUNCTION OF TENTH STREET, AND 44.7 FEET WEST OF THE WEST
 KS0923'EDGE OF THE B STREET CURB.
 KS0923
 KS0923                          STATION RECOVERY (1968)
 KS0923
 KS0923'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1968
 KS0923'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 KS0923'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 KS0923'WAS DESTROYED.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET
 KS0923'AT THIS TIME.
 KS0923'
 KS0923'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK SET
 KS0923'IN THE SIDEWALK AND IS STAMPED MARYSVILLE NO 3 1939 1967.
 KS0923'
 KS0923'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE MARK DISK SET IN
 KS0923'THE SIDEWALK AND IS STAMPED MARYSVILLE NO 4 1939 1967.
 KS0923
 KS0923                          STATION RECOVERY (1972)
 KS0923
 KS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 KS0923'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 2, 3 AND 4
 KS0923'WERE RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND TO BE IN
 KS0923'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS WERE
 KS0923'CHECKED.
 KS0923'
 KS0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 KS0923'MARYSVILLE
 KS0923
 KS0923                          STATION RECOVERY (1973)
 KS0923
 KS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KS0923'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 2, 3, AND
 KS0923'4 WERE RECOVERED IN GOOD CONDITION.  THE BRIDGE IN WHICH THE
 KS0923'AZIMUTH MARK WAS SET WAS DUE TO BE REMOVED SO A NEW AZIMUTH MARK
 KS0923'WAS SET ON THIS DATE AND THE OLD AZIMUTH MARK DISK WAS THEN
 KS0923'REMOVED.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 2, 3,
 KS0923'AND 4 MEASURED ON THIS DATE AGREED WITH THE PREVIOUS
 KS0923'MEASUREMENTS.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH
 KS0923'THE FOLLOWING ADDITION--
 KS0923'
 KS0923'THE AZIMUTH MARK SET ON THIS DATE IS A NGS REFERENCE MARK DISK
 KS0923'STAMPED MARYSVILLE 1939 NO 5 1973 CEMENTED IN A DRILL HOLE
 KS0923'IN THE TOP OF THE SOUTHWEST CORNER OF THE 3-FOOT-SQUARE CONCRETE
 KS0923'BASE FOR AN 8-FOOT-HIGH MORTARED ROCK PILLAR WITH A GAS LIGHT
 KS0923'ON TOP AND IS 64 FEET SOUTH OF THE CENTER LINE OF 14TH STREET,
 KS0923'14 FEET EAST OF THE PROJECTED CENTER LINE OF C STREET, 7 FEET
 KS0923'NORTH OF THE NORTH EDGE OF ELLIS LAKE, AND 0.5 FOOT NORTHEAST
 KS0923'OF THE SOUTHWEST CORNER OF THE BASE.
 KS0923'
 KS0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MARYSVILLE
 KS0923
 KS0923                          STATION RECOVERY (1978)
 KS0923
 KS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KS0923'THE STATION MARK, REFERENCE MARKS 2, 3, AND 4, AND AZIMUTH MARK
 KS0923'RM 5 WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND
 KS0923'DIRECTIONS TO THE REFERENCE MARKS MEASURED ON THIS DATE COMPARED
 KS0923'FAVORABLY WITH THE 1973 MEASUREMENTS.  REFERENCE MARKS 3 AND 4
 KS0923'AND AZIMUTH MARK RM 5 WERE IN THE WAY OF CONSTRUCTION SO
 KS0923'REFERENCE MARK 6 AND AZIMUTH MARK 3 WERE SET ON THIS DATE AND THE
 KS0923'REFERENCE MARKS 3 AND 4 DISKS AND THE AZIMUTH MARK RM 5 DISK
 KS0923'WERE THEN REMOVED.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE
 KS0923'WITH THE FOLLOWING ADDITIONS--
 KS0923'
 KS0923'REFERENCE MARK 6 IS AN NGS REFERENCE MARK DISK STAMPED MARYSVILLE
 KS0923'1939 NO 6 1978 EPOXIED IN A DRILL HOLE IN THE TOP OF THE CURB ON
 KS0923'THE WEST SIDE OF B STREET ABOVE A 16-INCH ROUND DROP INLET AND
 KS0923'IS 34 FEET SOUTH OF THE CENTERLINE OF 10TH STREET LEADING WEST TO
 KS0923'A PARKING AREA, 5.8 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 KS0923'METAL POLE SUPPORTING A STREET LIGHT AND TRAFFIC LIGHTS, 1.5 FEET
 KS0923'WEST OF THE CENTER OF THE DROP INLET, AND ABOUT 1 FOOT HIGHER
 KS0923'THAN THE STATION MARK.
 KS0923'
 KS0923'THE AZIMUTH MARK SET ON THIS DATE IS LOCATED ON 14TH STREET, ON THE
 KS0923'SOUTH SIDE OF A BRIDGE OVER ELLIS LAKE, AND IS AN NGS AZIMUTH MARK
 KS0923'DISK STAMPED MARYSVILLE 1939 AZ 3 1978 EPOXIED IN A DRILL HOLE IN
 KS0923'THE TOP OF THE CONCRETE SIDEWALK ABOVE THE EAST CONCRETE ABUTMENT
 KS0923'OF THE BRIDGE.  THE MARK IS 27.3 FEET SOUTH OF THE CENTERLINE OF
 KS0923'14TH STREET, 13.9 FEET WEST OF THE EAST END OF THE SOUTH METAL
 KS0923'GUARD RAIL OF THE BRIDGE, 2.0 FEET NORTH OF THE SOUTH EDGE OF
 KS0923'THE SIDEWALK, AND ABOUT LEVEL WITH THE STREET.
 KS0923'
 KS0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KS0923'AT MARYSVILLE.
 KS0923
 KS0923                          STATION RECOVERY (1987)
 KS0923
 KS0923'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0923'MARK NOT FOUND.
 KS0923
 KS0923                          STATION RECOVERY (1988)
 KS0923
 KS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0924 ***********************************************************************
 KS0924  DESIGNATION -  MARYSVILLE RM 1
 KS0924  PID         -  KS0924
 KS0924  STATE/COUNTY-  CA/YUBA
 KS0924  USGS QUAD   -  YUBA CITY (1973)
 KS0924
 KS0924                         *CURRENT SURVEY CONTROL
 KS0924  ___________________________________________________________________
 KS0924* NAD 83(1986)-  39 08 45.     (N)    121 35 13.     (W)     SCALED    
 KS0924* NAVD 88     -        18.599  (meters)      61.02   (feet)  ADJUSTED  
 KS0924  ___________________________________________________________________
 KS0924  GEOID HEIGHT-         -29.25  (meters)                     GEOID09
 KS0924  DYNAMIC HT  -          18.588 (meters)      60.98  (feet)  COMP
 KS0924  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 KS0924
 KS0924  VERT ORDER  -  FIRST     CLASS II
 KS0924
 KS0924.The horizontal coordinates were scaled from a topographic map and have
 KS0924.an estimated accuracy of +/- 6 seconds.
 KS0924.
 KS0924.The orthometric height was determined by differential leveling and
 KS0924.adjusted in June 1991.
 KS0924
 KS0924.The geoid height was determined by GEOID09.
 KS0924
 KS0924.The dynamic height is computed by dividing the NAVD 88
 KS0924.geopotential number by the normal gravity value computed on the
 KS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0924.degrees latitude (g = 980.6199 gals.).
 KS0924
 KS0924.The modeled gravity was interpolated from observed gravity values.
 KS0924
 KS0924;                    North         East    Units  Estimated Accuracy
 KS0924;SPC CA 2     -   664,280.    2,035,710.      MT  (+/- 180 meters Scaled)
 KS0924
 KS0924                          SUPERSEDED SURVEY CONTROL
 KS0924
 KS0924  NGVD 29 (??/??/??)   17.904  (m)           58.74   (f) ADJUSTED    1 2
 KS0924
 KS0924.Superseded values are not recommended for survey control.
 KS0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0924.See file dsdata.txt to determine how the superseded data were derived.
 KS0924
 KS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ221339(NAD 83)
 KS0924
 KS0924_MARKER: DR = REFERENCE MARK DISK
 KS0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0924_SP_SET: CURB
 KS0924_STAMPING: MARYSVILLE NO 1 1939
 KS0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0924
 KS0924  HISTORY     - Date     Condition        Report By
 KS0924  HISTORY     - 1939     MONUMENTED       CGS
 KS0924  HISTORY     - 1948     GOOD             CGS
 KS0924  HISTORY     - 1987     GOOD             USPSQD
 KS0924  HISTORY     - 19880808 MARK NOT FOUND   NGS
 KS0924  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0924
 KS0924                          STATION DESCRIPTION
 KS0924
 KS0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0924'AT MARYSVILLE.
 KS0924'101.2 FEET EAST OF TRIANGULATION STATION MARYSVILLE, DESCRIBED
 KS0924'ABOVE, 29.3 FEET SOUTH OF THE CORNER OF THE CURB AT THE SOUTHEAST
 KS0924'ANGLE OF THE INTERSECTION OF B AND TENTH STREETS, AND IN THE TOP
 KS0924'OF THE EAST CURB OF B STREET.
 KS0924
 KS0924                          STATION RECOVERY (1987)
 KS0924
 KS0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0924'RECOVERED IN GOOD CONDITION.
 KS0924
 KS0924                          STATION RECOVERY (1988)
 KS0924
 KS0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0924'MARK NOT FOUND.
 KS0924
 KS0924                          STATION RECOVERY (2004)
 KS0924
 KS0924'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0925 ***********************************************************************
 KS0925  DESIGNATION -  MARYSVILLE RM 2
 KS0925  PID         -  KS0925
 KS0925  STATE/COUNTY-  CA/YUBA
 KS0925  USGS QUAD   -  YUBA CITY (1973)
 KS0925
 KS0925                         *CURRENT SURVEY CONTROL
 KS0925  ___________________________________________________________________
 KS0925* NAD 83(1986)-  39 08 45.     (N)    121 35 13.     (W)     SCALED    
 KS0925* NAVD 88     -        18.668  (meters)      61.25   (feet)  ADJUSTED  
 KS0925  ___________________________________________________________________
 KS0925  GEOID HEIGHT-         -29.25  (meters)                     GEOID09
 KS0925  DYNAMIC HT  -          18.657 (meters)      61.21  (feet)  COMP
 KS0925  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 KS0925
 KS0925  VERT ORDER  -  FIRST     CLASS II
 KS0925
 KS0925.The horizontal coordinates were scaled from a topographic map and have
 KS0925.an estimated accuracy of +/- 6 seconds.
 KS0925.
 KS0925.The orthometric height was determined by differential leveling and
 KS0925.adjusted in June 1991.
 KS0925
 KS0925.WARNING-Repeat measurements at this control monument indicate possible
 KS0925.vertical movement.
 KS0925
 KS0925.The geoid height was determined by GEOID09.
 KS0925
 KS0925.The dynamic height is computed by dividing the NAVD 88
 KS0925.geopotential number by the normal gravity value computed on the
 KS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0925.degrees latitude (g = 980.6199 gals.).
 KS0925
 KS0925.The modeled gravity was interpolated from observed gravity values.
 KS0925
 KS0925;                    North         East    Units  Estimated Accuracy
 KS0925;SPC CA 2     -   664,280.    2,035,710.      MT  (+/- 180 meters Scaled)
 KS0925
 KS0925                          SUPERSEDED SURVEY CONTROL
 KS0925
 KS0925  NGVD 29 (??/??/??)   17.974  (m)           58.97   (f) ADJUSTED    1 2
 KS0925
 KS0925.Superseded values are not recommended for survey control.
 KS0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0925.See file dsdata.txt to determine how the superseded data were derived.
 KS0925
 KS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ221339(NAD 83)
 KS0925
 KS0925_MARKER: DR = REFERENCE MARK DISK
 KS0925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KS0925_SP_SET: SIDEWALK
 KS0925_STAMPING: MARYSVILLE NO 2 1939
 KS0925_MARK LOGO: CGS   
 KS0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0925+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0925
 KS0925  HISTORY     - Date     Condition        Report By
 KS0925  HISTORY     - 1939     MONUMENTED       CGS
 KS0925  HISTORY     - 1948     GOOD             CGS
 KS0925  HISTORY     - 1987     GOOD             USPSQD
 KS0925  HISTORY     - 19880808 GOOD             NGS
 KS0925  HISTORY     - 20040311 GOOD             CADT
 KS0925
 KS0925                          STATION DESCRIPTION
 KS0925
 KS0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0925'AT MARYSVILLE.
 KS0925'131.5 FEET SOUTH OF TRIANGULATION STATION MARYSVILLE, DESCRIBED
 KS0925'ABOVE, AT THE NORTH END OF THE STEPS LEADING TO THE MUNICIPAL
 KS0925'SWIMMING-POOL BUILDING, IN THE TOP OF THE BOTTOM STEP, 3.8 FEET
 KS0925'SOUTH OF THE CORNER OF THE FIRST BREAK IN THE FACE OF THE
 KS0925'BUILDING NORTH OF THE STEPS, 0.9 FOOT EAST OF THE EAST FACE OF
 KS0925'THE BUILDING, AND ABOUT LEVEL WITH THE CONCRETE WALK LEADING TO
 KS0925'THE SIDEWALK.
 KS0925
 KS0925                          STATION RECOVERY (1987)
 KS0925
 KS0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0925'RECOVERED IN GOOD CONDITION.
 KS0925
 KS0925                          STATION RECOVERY (1988)
 KS0925
 KS0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0925'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KS0925'MARYSVILLE, AT 904 B STREET, IN THE SIDEWALK AT THE NORTH END OF THE
 KS0925'STEPS LEADING TO THE MUNICIPAL SWIMMING POOL BUILDING AT 904 B STREET,
 KS0925'8.5 M (27.9 FT) NORTH OF THE CENTER OF THE ENTRANCE, 1.2 M (3.9 FT)
 KS0925'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 0.3 M (1.0 FT) EAST OF
 KS0925'THE EAST FACE OF THE BUILDING, 0.2 M (0.7 FT) NORTH OF THE NORTH FACE
 KS0925'OF THE 1ST STEP, AND LEVEL WITH THE SIDEWALK.
 KS0925
 KS0925                          STATION RECOVERY (2004)
 KS0925
 KS0925'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0773 ***********************************************************************
 DC0773  DESIGNATION -  MERIDIAN EX USN
 DC0773  PID         -  DC0773
 DC0773  STATE/COUNTY-  CA/SAN DIEGO
 DC0773  USGS QUAD   -  POINT LOMA (1994)
 DC0773
 DC0773                         *CURRENT SURVEY CONTROL
 DC0773  ___________________________________________________________________
 DC0773* NAD 83(1986)-  32 39 57.     (N)    117 09 38.     (W)     SCALED    
 DC0773* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 DC0773  ___________________________________________________________________
 DC0773  GEOID HEIGHT-         -35.24  (meters)                     GEOID09
 DC0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0773
 DC0773.The horizontal coordinates were scaled from a topographic map and have
 DC0773.an estimated accuracy of +/- 6 seconds.
 DC0773.
 DC0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0773
 DC0773.The vertical order pertains to the NGVD 29 superseded value.
 DC0773
 DC0773.The geoid height was determined by GEOID09.
 DC0773
 DC0773;                    North         East    Units  Estimated Accuracy
 DC0773;SPC CA 6     -   555,730.    1,914,590.      MT  (+/- 180 meters Scaled)
 DC0773
 DC0773                          SUPERSEDED SURVEY CONTROL
 DC0773
 DC0773  NGVD 29 (??/??/??)    1.609  (m)            5.28   (f) ADJUSTED    1 2
 DC0773
 DC0773.Superseded values are not recommended for survey control.
 DC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0773.See file dsdata.txt to determine how the superseded data were derived.
 DC0773
 DC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS849142(NAD 83)
 DC0773
 DC0773_MARKER: N = NAIL
 DC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0773+STABILITY: SURFACE MOTION
 DC0773
 DC0773  HISTORY     - Date     Condition        Report By
 DC0773  HISTORY     - UNK      MONUMENTED       DOD
 DC0773  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC0773
 DC0773                          STATION DESCRIPTION
 DC0773
 DC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0773'1.7 MI SE FROM CORONADO.
 DC0773'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE
 DC0773'AT CORONADO, 125 FEET NORTHEAST OF THE HIGHWAY, AT A LARGE
 DC0773'FRAMED TOWER, 11.4 FEET WEST OF THE WEST CORNER OF THE SOUTH
 DC0773'CONCRETE BASE, 11.3 FEET SOUTH OF THE SOUTH CORNER OF THE WEST
 DC0773'CONCRETE BASE, AND 1.9 FEET EAST OF A WHITE WOODEN WITNESS POST.
 DC0773'A COPPER NAIL IN A LEADED HOLE IN A CONCRETE POST LEVEL WITH
 DC0773'THE GROUND.  NOTE-- THE FRAME TOWER NO LONGER EXISTS, MARK WAS
 DC0773'PROBABLY DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0095 ***********************************************************************
 HS0095  DESIGNATION -  MUELLER
 HS0095  PID         -  HS0095
 HS0095  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0095  USGS QUAD   -  STOCKTON WEST (1987)
 HS0095
 HS0095                         *CURRENT SURVEY CONTROL
 HS0095  ___________________________________________________________________
 HS0095* NAD 83(1992)-  37 55 46.07522(N)    121 16 01.42844(W)     ADJUSTED  
 HS0095* NAVD 88     -         6.22   (+/-2cm)      20.4    (feet)  VERTCON   
 HS0095  ___________________________________________________________________
 HS0095  EPOCH DATE  -        1991.35
 HS0095  LAPLACE CORR-           2.61  (seconds)                    DEFLEC09
 HS0095  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 HS0095  HORZ ORDER  -  THIRD
 HS0095  VERT ORDER  -  THIRD (See Below)
 HS0095
 HS0095.The horizontal coordinates were established by classical geodetic methods
 HS0095.and adjusted by the National Geodetic Survey in March 1994.
 HS0095.
 HS0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0095
 HS0095.The vertical order pertains to the NGVD 29 superseded value.
 HS0095
 HS0095.The Laplace correction was computed from DEFLEC09 derived deflections.
 HS0095
 HS0095.The geoid height was determined by GEOID09.
 HS0095
 HS0095;                    North         East     Units Scale Factor Converg.
 HS0095;SPC CA 3     -   658,920.565 1,932,567.655   MT  0.99993401   -0 28 10.6
 HS0095;SPC CA 3     - 2,161,808.55  6,340,432.38   sFT  0.99993401   -0 28 10.6
 HS0095;UTM  10      - 4,199,405.081   652,298.541   MT  0.99988568   +1 03 55.5
 HS0095
 HS0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS0095!SPC CA 3     -   1.00000403  x   0.99993401  =   0.99993804
 HS0095!UTM  10      -   1.00000403  x   0.99988568  =   0.99988971
 HS0095
 HS0095                          SUPERSEDED SURVEY CONTROL
 HS0095
 HS0095  NAD 83(1986)-  37 55 46.06534(N)    121 16 01.43019(W) AD(1984.00) 3
 HS0095  NAD 27      -  37 55 46.34100(N)    121 15 57.61600(W) AD(       ) 3
 HS0095  NGVD 29 (??/??/??)    5.60   (m)           18.4    (f) RESET       3  
 HS0095
 HS0095.Superseded values are not recommended for survey control.
 HS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0095.See file dsdata.txt to determine how the superseded data were derived.
 HS0095
 HS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5229899405(NAD 83)
 HS0095
 HS0095_MARKER: DS = TRIANGULATION STATION DISK
 HS0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0095_STAMPING: MUELLER 1933
 HS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0095+STABILITY: SURFACE MOTION
 HS0095
 HS0095  HISTORY     - Date     Condition        Report By
 HS0095  HISTORY     - 1933     MONUMENTED       CGS
 HS0095  HISTORY     - 1951     SEE DESCRIPTION  CGS
 HS0095  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HS0095  HISTORY     - 1967     GOOD             CGS
 HS0095  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HS0095
 HS0095                          STATION DESCRIPTION
 HS0095
 HS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LPR)
 HS0095'THIS STATION WAS LOCATED BY 3-POINT FIX FOR CONTROL OF AIR
 HS0095'PHOTO SS 962B.
 HS0095'
 HS0095'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 HS0095'IN CONCRETE, AS DESCRIBED IN NOTES 1B AND 7A.
 HS0095'
 HS0095'STATION MAY BE REACHED FROM STOCKTON, BY DRIVING S FROM CHARTER
 HS0095'WAY, ALONG DURHAM FERRY ROAD, 0.8 MILE TO THE MUELLER RANCH.
 HS0095'TURN RIGHT AND GO AROUND TO W SIDE OF BARN.  STATION IS 7.0
 HS0095'METERS S OF THE SW CORNER OF BARN AND IN LINE WITH THE W SIDE
 HS0095'OF BARN.
 HS0095'
 HS0095'A 4- BY 4-INCH REDWOOD POST PAINTED WHITE AND INSCRIBED
 HS0095'U.S.C. AND G.S. WAS SET 7.15 FEET E OF THE STATION.
 HS0095
 HS0095                          STATION RECOVERY (1951)
 HS0095
 HS0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 HS0095'THIS MARK WAS THOROUGHLY SEARCHED FOR BUT WAS NOT RECOVERED
 HS0095'DURING THE 1951 RELEVELING OF THE LINE, STOCKTON TO STOCKTON
 HS0095'FIELD.  THE OLD BARN HAS BEEN TORN DOWN AND THERE ARE NO
 HS0095'DEFINITE REFERENCE MEASUREMENTS WITH WHICH TO WORK.  IT IS
 HS0095'BELIEVED THE MARK IS STILL IN PLACE, BUT HAS BEEN COVERED
 HS0095'OVER WITH DIRT.
 HS0095
 HS0095                          STATION RECOVERY (1958)
 HS0095
 HS0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CS)
 HS0095'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT
 HS0095'RECOVERED ON THIS DATE.  THE TREE WITH THE TRIANGULAR BLAZE
 HS0095'WAS FOUND.
 HS0095
 HS0095                          STATION RECOVERY (1967)
 HS0095
 HS0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0095'0.8 MI S FROM STOCKTON.
 HS0095'0.85 MILE SOUTH ALONG SHARPS LANE FROM THE JUNCTION OF CHARTER
 HS0095'WAY (U.S. HIGHWAY 50) AT STOCKTON, SAN JOAQUIN COUNTY, IN A FIELD
 HS0095'ON THE PROPERTY OF THEODORE MUELLER IN 1945, 306 FEET NORTHWEST
 HS0095'OF BENCH MARK T 745 WHICH IS LOCATED ON THE NORTHEAST WING WALL
 HS0095'OF A HIGHWAY BRIDGE, 216.5 FEET WEST OF THE CENTERLINE OF THE
 HS0095'ROAD, 192.5 FEET WEST OF A WHITE REFERENCE POST (THIS REFERENCE POST
 HS0095'IS LOCATED 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HS0095'AND 283 FEET SOUTH ALONG THE FENCE LINE FROM THE CENTER OF THE
 HS0095'GATE FOR THE PAVED WALKWAY LEADING TO THE FRONT ENTRANCE TO THE
 HS0095'MUELLER HOME), 136.1 FEET SOUTH OF A 24-INCH TREE WHICH IS LOCATED
 HS0095'ALONG A FENCE LINE AND HAS A WHITE-PAINTED TRIANGULAR BLAZE ON THE
 HS0095'EAST SIDE, AND 1 FOOT EAST OF A 5-FOOT-TALL WHITE REFERENCE POST.
 HS0095'A STANDARD TRIANGULATION-STATION DISK, STAMPED MUELLER 1933 AND
 HS0095'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 HS0095
 HS0095                          STATION RECOVERY (1973)
 HS0095
 HS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HS0095'A SEARCH WAS MADE BUT THE MARK WAS NOT FOUND.  THE LAND AT AND
 HS0095'AROUND THE MARKS LOCATION HAS BEEN DEVELOPED INTO A RESIDENTIAL
 HS0095'AREA AND THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION.
 HS0095'
 HS0095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STOCKTON
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1817 ***********************************************************************
 DX1817  DESIGNATION -  N 130
 DX1817  PID         -  DX1817
 DX1817  STATE/COUNTY-  CA/ORANGE
 DX1817  USGS QUAD   -  EL TORO (1982)
 DX1817
 DX1817                         *CURRENT SURVEY CONTROL
 DX1817  ___________________________________________________________________
 DX1817* NAD 83(1986)-  33 39 41.     (N)    117 44 23.     (W)     SCALED    
 DX1817* NAVD 88     -        79.23   (+/-2cm)     259.9    (feet)  VERTCON   
 DX1817  ___________________________________________________________________
 DX1817  GEOID HEIGHT-         -34.38  (meters)                     GEOID09
 DX1817  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1817
 DX1817.The horizontal coordinates were scaled from a topographic map and have
 DX1817.an estimated accuracy of +/- 6 seconds.
 DX1817.
 DX1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1817
 DX1817.The vertical order pertains to the NGVD 29 superseded value.
 DX1817
 DX1817.The geoid height was determined by GEOID09.
 DX1817
 DX1817;                    North         East    Units  Estimated Accuracy
 DX1817;SPC CA 6     -   666,760.    1,861,840.      MT  (+/- 180 meters Scaled)
 DX1817
 DX1817                          SUPERSEDED SURVEY CONTROL
 DX1817
 DX1817  NGVD 29 (??/??/??)   78.515  (m)          257.59   (f) ADJUSTED    1 1
 DX1817
 DX1817.Superseded values are not recommended for survey control.
 DX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1817.See file dsdata.txt to determine how the superseded data were derived.
 DX1817
 DX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT314248(NAD 83)
 DX1817
 DX1817_MARKER: DB = BENCH MARK DISK
 DX1817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1817_SP_SET: ABUTMENTS
 DX1817_STAMPING: N 130 1932
 DX1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1817
 DX1817  HISTORY     - Date     Condition        Report By
 DX1817  HISTORY     - 1932     MONUMENTED       CGS
 DX1817  HISTORY     - 1955     GOOD             CGS
 DX1817  HISTORY     - 1974     GOOD             CA-059
 DX1817  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1817
 DX1817                          STATION DESCRIPTION
 DX1817
 DX1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1817'1.6 MI SE FROM IRVINE.
 DX1817'1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1817'RAILWAY FROM THE STATION AT IRVINE, 0.5 MILE SOUTHEAST OF
 DX1817'MILEPOLE 184, AT THE CROSSING OF AN ABANDONED PAVED ROAD, IN THE
 DX1817'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 DX1817'AN OLD RAILROAD BRIDGE (THE BRIDGE HAS BEEN COVERED WITH FILL,
 DX1817'ALL THAT REMAINS IS THE CONCRETE ABUTMENTS), 24 FEET SOUTHEAST
 DX1817'OF THE CENTER LINE OF THE ROAD, 5.8 FEET SOUTHWEST OF THE
 DX1817'SOUTHWEST RAIL, 5.0 FEET NORTHEAST OF THE EAST CORNER OF THE
 DX1817'CONCRETE FOUNDATION FOR SIGNAL CONTROL BOX, ABOUT 1/2 FOOT LOWER
 DX1817'THAN THE TRACK.
 DX1817
 DX1817                          STATION RECOVERY (1974)
 DX1817
 DX1817'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1817'RECOVERED IN GOOD CONDITION.
 DX1817
 DX1817                          STATION RECOVERY (2006)
 DX1817
 DX1817'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU1993 ***********************************************************************
 GU1993  DESIGNATION -  N 21
 GU1993  PID         -  GU1993
 GU1993  STATE/COUNTY-  CA/MONTEREY
 GU1993  USGS QUAD   -  SALINAS (1984)
 GU1993
 GU1993                         *CURRENT SURVEY CONTROL
 GU1993  ___________________________________________________________________
 GU1993* NAD 83(1986)-  36 40 32.     (N)    121 39 26.     (W)     SCALED    
 GU1993* NAVD 88     -        15.74   (+/-2cm)      51.6    (feet)  VERTCON   
 GU1993  ___________________________________________________________________
 GU1993  GEOID HEIGHT-         -33.83  (meters)                     GEOID09
 GU1993  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1993
 GU1993.The horizontal coordinates were scaled from a topographic map and have
 GU1993.an estimated accuracy of +/- 6 seconds.
 GU1993.
 GU1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1993
 GU1993.The vertical order pertains to the NGVD 29 superseded value.
 GU1993
 GU1993.The geoid height was determined by GEOID09.
 GU1993
 GU1993;                    North         East    Units  Estimated Accuracy
 GU1993;SPC CA 4     -   652,220.    1,762,520.      MT  (+/- 180 meters Scaled)
 GU1993
 GU1993                          SUPERSEDED SURVEY CONTROL
 GU1993
 GU1993  NGVD 29 (??/??/??)   14.888  (m)           48.85   (f) ADJUSTED    1 1
 GU1993
 GU1993.Superseded values are not recommended for survey control.
 GU1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1993.See file dsdata.txt to determine how the superseded data were derived.
 GU1993
 GU1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF199597(NAD 83)
 GU1993
 GU1993_MARKER: DB = BENCH MARK DISK
 GU1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1993_SP_SET: CONCRETE POST
 GU1993_STAMPING: N 21 1919
 GU1993_MARK LOGO: CGS   
 GU1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1993+STABILITY: SURFACE MOTION
 GU1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1993+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 GU1993
 GU1993  HISTORY     - Date     Condition        Report By
 GU1993  HISTORY     - 1919     MONUMENTED       CGS
 GU1993  HISTORY     - 1968     GOOD             CGS
 GU1993  HISTORY     - 19881215 GOOD             NGS
 GU1993  HISTORY     - 20031207 GOOD             NGS
 GU1993
 GU1993                          STATION DESCRIPTION
 GU1993
 GU1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU1993'AT SALINAS.
 GU1993'AT SALINAS, AT THE SOUTHEAST CORNER OF THE JUNCTION OF WEST
 GU1993'GABILAN STREET AND LINCOLN AVENUE, 17.6 FEET SOUTH OF THE SOUTH
 GU1993'CURB OF THE STREET, 97.0 FEET EAST OF THE EAST CURB OF THE AVENUE,
 GU1993'1.6 FEET NORTH OF THE NORTH EDGE OF THE ASPHALT SURFACE OF THE
 GU1993'MUNICIPAL PARKING LOT, 5.3 FEET SOUTH OF THE SOUTH EDGE OF
 GU1993'THE STREET SIDEWALK, THE MARK IS SURROUNDED BY 3 YELLOW 1 1/2-INCH
 GU1993'VERTICAL PIPES, ABOUT 1 FOOT HIGHER THAN THE SIDEWALK, AND
 GU1993'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 GU1993'GROUND.
 GU1993
 GU1993                          STATION RECOVERY (1988)
 GU1993
 GU1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU1993'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--THE
 GU1993'MARK IS SURROUNDED BY 3 YELLOW 1-1/2 INCH VERTICAL PIPES. ADD--42.6 M
 GU1993'(139.8 FT) WEST OF THE CENTER OF SALINAS STREET.
 GU1993
 GU1993                          STATION RECOVERY (2003)
 GU1993
 GU1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 GU1993'THIS IS THE FORMER SITE OF OLD CITY HALL.  PROTECTION PIPES ARE IN
 GU1993'PLACE.  MONUMENT IS DAMAGED, BUT DISKIS SOLID.  GRAVITY BASE STATION
 GU1993''SALINAS' = DOD 2149-1 = IGB 12161  = C 257 WAS ADJACENT TO BM UNTIL
 GU1993'SIDEWALK WAS REPLACED BY PARKING LOT AT DIFFERENT HEIGHT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1962 ***********************************************************************
 JS1962  DESIGNATION -  N 585
 JS1962  PID         -  JS1962
 JS1962  STATE/COUNTY-  CA/SOLANO
 JS1962  USGS QUAD   -  DENVERTON (1980)
 JS1962
 JS1962                         *CURRENT SURVEY CONTROL
 JS1962  ___________________________________________________________________
 JS1962* NAD 83(1986)-  38 14 34.     (N)    121 56 26.     (W)     SCALED    
 JS1962* NAVD 88     -         9.66   (+/-2cm)      31.7    (feet)  VERTCON   
 JS1962  ___________________________________________________________________
 JS1962  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 JS1962  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1962
 JS1962.The horizontal coordinates were scaled from a topographic map and have
 JS1962.an estimated accuracy of +/- 6 seconds.
 JS1962.
 JS1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1962
 JS1962.The vertical order pertains to the NGVD 29 superseded value.
 JS1962
 JS1962.The geoid height was determined by GEOID09.
 JS1962
 JS1962;                    North         East    Units  Estimated Accuracy
 JS1962;SPC CA 2     -   563,960.    2,005,200.      MT  (+/- 180 meters Scaled)
 JS1962
 JS1962                          SUPERSEDED SURVEY CONTROL
 JS1962
 JS1962  NGVD 29 (??/??/92)    8.880  (m)           29.13   (f) ADJ UNCH    1 2
 JS1962
 JS1962.Superseded values are not recommended for survey control.
 JS1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1962.See file dsdata.txt to determine how the superseded data were derived.
 JS1962
 JS1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH927332(NAD 83)
 JS1962
 JS1962_MARKER: DB = BENCH MARK DISK
 JS1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1962_STAMPING: N 585 1939
 JS1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1962+STABILITY: SURFACE MOTION
 JS1962
 JS1962  HISTORY     - Date     Condition        Report By
 JS1962  HISTORY     - 1939     MONUMENTED       CGS
 JS1962  HISTORY     - 1958     GOOD             CGS
 JS1962  HISTORY     - 1966     GOOD             CGS
 JS1962  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JS1962  HISTORY     - 1988     GOOD             USPSQD
 JS1962
 JS1962                          STATION DESCRIPTION
 JS1962
 JS1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS1962'5.9 MI E FROM FAIRFIELD.
 JS1962'2.8 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 JS1962'FAIRFIELD, THENCE 3.1 MILES EAST ALONG AN ASPHALT ROAD
 JS1962'(FORMER ALIGNMENT OF THE HIGHWAY) IN R1W T5N S35, 0.1 MILE
 JS1962'EAST OF THE T JUNCTION OF A DRIVEWAY LEADING NORTH TO TWO
 JS1962'HOUSES, 37 FEET SOUTHEAST OF THE T JUNCTION OF A DIRT DRIVEWAY
 JS1962'LEADING SOUTH TO A FIELD, 28 1/2 FEET SOUTH OF THE CENTER
 JS1962'LINE OF THE HIGHWAY, 15.7 FEET EAST OF THE EAST END OF A BOARD
 JS1962'GATE ACROSS THE DIRT DRIVEWAY, 12 1/2 FEET EAST OF THE FIRST
 JS1962'TELEPHONE POLE WEST OF A ROW OF RED AND WHITE PAINTED POLES,
 JS1962'0.7 FOOT NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST,
 JS1962'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JS1962'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JS1962
 JS1962                          STATION RECOVERY (1966)
 JS1962
 JS1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS1962'RECOVERED IN GOOD CONDITION.
 JS1962
 JS1962                          STATION RECOVERY (1985)
 JS1962
 JS1962'RECOVERY NOTE BY US POWER SQUADRON 1985
 JS1962'MARK NOT FOUND.
 JS1962
 JS1962                          STATION RECOVERY (1988)
 JS1962
 JS1962'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 JS1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0302 ***********************************************************************
 LV0302  DESIGNATION -  N 735
 LV0302  PID         -  LV0302
 LV0302  STATE/COUNTY-  CA/HUMBOLDT
 LV0302  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0302
 LV0302                         *CURRENT SURVEY CONTROL
 LV0302  ___________________________________________________________________
 LV0302* NAD 83(1986)-  40 52 01.     (N)    124 05 04.     (W)     SCALED    
 LV0302* NAVD 88     -        11.115  (meters)      36.47   (feet)  ADJUSTED  
 LV0302  ___________________________________________________________________
 LV0302  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 LV0302  DYNAMIC HT  -          11.110 (meters)      36.45  (feet)  COMP
 LV0302  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LV0302
 LV0302  VERT ORDER  -  FIRST     CLASS II
 LV0302
 LV0302.The horizontal coordinates were scaled from a topographic map and have
 LV0302.an estimated accuracy of +/- 6 seconds.
 LV0302.
 LV0302.The orthometric height was determined by differential leveling and
 LV0302.adjusted in June 1991.
 LV0302
 LV0302.The geoid height was determined by GEOID09.
 LV0302
 LV0302.The dynamic height is computed by dividing the NAVD 88
 LV0302.geopotential number by the normal gravity value computed on the
 LV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0302.degrees latitude (g = 980.6199 gals.).
 LV0302
 LV0302.The modeled gravity was interpolated from observed gravity values.
 LV0302
 LV0302;                    North         East    Units  Estimated Accuracy
 LV0302;SPC CA 1     -   672,380.    1,824,310.      MT  (+/- 180 meters Scaled)
 LV0302
 LV0302                          SUPERSEDED SURVEY CONTROL
 LV0302
 LV0302  NGVD 29 (12/02/92)   10.091  (m)           33.11   (f) ADJUSTED    1 2
 LV0302
 LV0302.Superseded values are not recommended for survey control.
 LV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0302.See file dsdata.txt to determine how the superseded data were derived.
 LV0302
 LV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL086245(NAD 83)
 LV0302
 LV0302_MARKER: DB = BENCH MARK DISK
 LV0302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0302+WITH SETTING: PAVEMENT
 LV0302_SP_SET: STEP
 LV0302_STAMPING: N 735 1944
 LV0302_MARK LOGO: CGS   
 LV0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0302+STABILITY: SURFACE MOTION
 LV0302
 LV0302  HISTORY     - Date     Condition        Report By
 LV0302  HISTORY     - 1944     MONUMENTED       CGS
 LV0302  HISTORY     - 1967     GOOD             CGS
 LV0302  HISTORY     - 19880216 GOOD             NGS
 LV0302
 LV0302                          STATION DESCRIPTION
 LV0302
 LV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0302'AT ARCATA.
 LV0302'AT ARCATA, AT THE CITY PARK, IN THE BOTTOM STEP OF THE
 LV0302'GRANITE FOUNDATION OF A MONUMENT WHICH IS IN ABOUT THE CENTER
 LV0302'OF THE PARK, 6 FEET WEST OF THE WEST BASE OF THE MONUMENT, 125
 LV0302'FEET WEST OF THE WEST CURB OF G STREET, AND ABOUT 1/2 FOOT
 LV0302'HIGHER THAN THE CONCRETE WALK AROUND THE MONUMENT.
 LV0302
 LV0302                          STATION RECOVERY (1988)
 LV0302
 LV0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2636 ***********************************************************************
 GU2636  DESIGNATION -  N 738
 GU2636  PID         -  GU2636
 GU2636  STATE/COUNTY-  CA/SAN BENITO
 GU2636  USGS QUAD   -  SAN FELIPE (1971)
 GU2636
 GU2636                         *CURRENT SURVEY CONTROL
 GU2636  ___________________________________________________________________
 GU2636* NAD 83(1986)-  36 53 19.     (N)    121 24 03.     (W)     SCALED    
 GU2636* NAVD 88     -        69.98   (+/-2cm)     229.6    (feet)  VERTCON   
 GU2636  ___________________________________________________________________
 GU2636  GEOID HEIGHT-         -33.02  (meters)                     GEOID09
 GU2636  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2636
 GU2636.The horizontal coordinates were scaled from a topographic map and have
 GU2636.an estimated accuracy of +/- 6 seconds.
 GU2636.
 GU2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2636
 GU2636.The vertical order pertains to the NGVD 29 superseded value.
 GU2636
 GU2636.The geoid height was determined by GEOID09.
 GU2636
 GU2636;                    North         East    Units  Estimated Accuracy
 GU2636;SPC CA 4     -   675,250.    1,786,020.      MT  (+/- 180 meters Scaled)
 GU2636
 GU2636                          SUPERSEDED SURVEY CONTROL
 GU2636
 GU2636  NGVD 29 (??/??/92)   69.122  (m)          226.78   (f) ADJ UNCH    1 2
 GU2636
 GU2636.Superseded values are not recommended for survey control.
 GU2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2636.See file dsdata.txt to determine how the superseded data were derived.
 GU2636
 GU2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF425837(NAD 83)
 GU2636
 GU2636_MARKER: DB = BENCH MARK DISK
 GU2636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2636_SP_SET: CONCRETE BASE
 GU2636_STAMPING: N 738 1945
 GU2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2636
 GU2636  HISTORY     - Date     Condition        Report By
 GU2636  HISTORY     - 1945     MONUMENTED       CGS
 GU2636  HISTORY     - 1948     GOOD             CGS
 GU2636
 GU2636                          STATION DESCRIPTION
 GU2636
 GU2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2636'2.5 MI N FROM HOLLISTER.
 GU2636'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 25 AND 156 FROM THE
 GU2636'COURTHOUSE AT HOLLISTER, AT HOLLISTER NAVAL AUXILIARY AIR STATION,
 GU2636'24 FEET NORTHWEST OF THE WEST CORNER OF THE OPERATIONS BUILDING,
 GU2636'IN THE WEST CORNER OF THE CONCRETE BASE OF THE WEST LEG OF THE
 GU2636'CONTROL TOWER, 0.8 FOOT WEST OF THE LEG, AND ABOUT 0.1 FOOT HIGHER
 GU2636'THAN THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0123 ***********************************************************************
 DZ0123  DESIGNATION -  N 739
 DZ0123  PID         -  DZ0123
 DZ0123  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0123  USGS QUAD   -  SANTA MARIA (1982)
 DZ0123
 DZ0123                         *CURRENT SURVEY CONTROL
 DZ0123  ___________________________________________________________________
 DZ0123* NAD 83(1986)-  34 54 06.     (N)    120 27 00.     (W)     SCALED    
 DZ0123* NAVD 88     -        72.32   (+/-2cm)     237.3    (feet)  VERTCON   
 DZ0123  ___________________________________________________________________
 DZ0123  GEOID HEIGHT-         -35.72  (meters)                     GEOID09
 DZ0123  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0123
 DZ0123.This mark is at Santa Maria Pub/capt G Allan Hancock Fld Airport (SMX)
 DZ0123
 DZ0123.The horizontal coordinates were scaled from a topographic map and have
 DZ0123.an estimated accuracy of +/- 6 seconds.
 DZ0123.
 DZ0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0123
 DZ0123.The vertical order pertains to the NGVD 29 superseded value.
 DZ0123
 DZ0123.The geoid height was determined by GEOID09.
 DZ0123
 DZ0123;                    North         East    Units  Estimated Accuracy
 DZ0123;SPC CA 5     -   658,210.    1,776,120.      MT  (+/- 180 meters Scaled)
 DZ0123
 DZ0123                          SUPERSEDED SURVEY CONTROL
 DZ0123
 DZ0123  NGVD 29 (??/??/92)   71.516  (m)          234.63   (f) ADJ UNCH    1 2
 DZ0123
 DZ0123.Superseded values are not recommended for survey control.
 DZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0123.See file dsdata.txt to determine how the superseded data were derived.
 DZ0123
 DZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD329651(NAD 83)
 DZ0123
 DZ0123_MARKER: DB = BENCH MARK DISK
 DZ0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0123_SP_SET: CONCRETE FOUNDATION
 DZ0123_STAMPING: N 739 1945
 DZ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0123
 DZ0123  HISTORY     - Date     Condition        Report By
 DZ0123  HISTORY     - 1945     MONUMENTED       CGS
 DZ0123  HISTORY     - 1956     GOOD             CGS
 DZ0123  HISTORY     - 1972     GOOD             NGS
 DZ0123  HISTORY     - 1980     GOOD             LOCSUR
 DZ0123
 DZ0123                          STATION DESCRIPTION
 DZ0123
 DZ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0123'AT SANTA MARIA AIRPORT.
 DZ0123'AT SANTA MARIA AIRPORT, AT THE CENTER OF THE NORTH END OF THE
 DZ0123'HANGAR, IN THE CONCRETE FOUNDATION OF THE HANGAR-DOOR TRACK,
 DZ0123'3.3 FEET NORTH OF THE SOUTH RAIL (THE ONLY RAIL THAT EXTENDS
 DZ0123'THE WIDTH OF THE HANGAR).
 DZ0123
 DZ0123                          STATION RECOVERY (1972)
 DZ0123
 DZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DZ0123'RECOVERED IN GOOD CONDITION.
 DZ0123
 DZ0123                          STATION RECOVERY (1980)
 DZ0123
 DZ0123'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 DZ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2384 ***********************************************************************
 EW2384  DESIGNATION -  N 740
 EW2384  PID         -  EW2384
 EW2384  STATE/COUNTY-  CA/LOS ANGELES
 EW2384  USGS QUAD   -  VAN NUYS (1972)
 EW2384
 EW2384                         *CURRENT SURVEY CONTROL
 EW2384  ___________________________________________________________________
 EW2384* NAD 83(1986)-  34 12 38.     (N)    118 29 01.     (W)     SCALED    
 EW2384* NAVD 88     -       238.27   (+/-2cm)     781.7    (feet)  VERTCON   
 EW2384  ___________________________________________________________________
 EW2384  GEOID HEIGHT-         -34.64  (meters)                     GEOID09
 EW2384  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2384
 EW2384.This mark is at Van Nuys Airport (VNY)
 EW2384
 EW2384.The horizontal coordinates were scaled from a topographic map and have
 EW2384.an estimated accuracy of +/- 6 seconds.
 EW2384.
 EW2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2384
 EW2384.The vertical order pertains to the NGVD 29 superseded value.
 EW2384
 EW2384.The geoid height was determined by GEOID09.
 EW2384
 EW2384;                    North         East    Units  Estimated Accuracy
 EW2384;SPC CA 5     -   578,930.    1,955,430.      MT  (+/- 180 meters Scaled)
 EW2384
 EW2384                          SUPERSEDED SURVEY CONTROL
 EW2384
 EW2384  NGVD 29 (??/??/92)  237.490  (m)          779.17   (f) ADJ UNCH    1 2
 EW2384
 EW2384.Superseded values are not recommended for survey control.
 EW2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2384.See file dsdata.txt to determine how the superseded data were derived.
 EW2384
 EW2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT633864(NAD 83)
 EW2384
 EW2384_MARKER: DB = BENCH MARK DISK
 EW2384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2384_SP_SET: PLATFORM
 EW2384_STAMPING: L 740 1945
 EW2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2384
 EW2384  HISTORY     - Date     Condition        Report By
 EW2384  HISTORY     - 1945     MONUMENTED       CGS
 EW2384  HISTORY     - 1961     GOOD             CGS
 EW2384  HISTORY     - 1973     GOOD             NGS
 EW2384
 EW2384                          STATION DESCRIPTION
 EW2384
 EW2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW2384'3.7 MI SE FROM NORTHRIDGE.
 EW2384'3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW2384'FROM THE CROSSING OF RESEDA BOULEVARD AT NORTHRIDGE, THENCE
 EW2384'0.5 MILE SOUTH ALONG WOODLEY AVENUE, AT THE MAIN ENTRANCE TO THE
 EW2384'SAN FERNANDO VALLEY AIRPORT, 50 FEET NORTH OF THE NORTH GATE
 EW2384'POST, IN THE TOP OF THE EAST END OF A CONCRETE PLATFORM, 18.4
 EW2384'FEET SOUTH OF THE SOUTHEAST CORNER OF A BUILDING, 10.6 FEET WEST
 EW2384'OF A GUARD FENCE, 2.2 FEET NORTH OF THE SOUTHEAST CORNER OF
 EW2384'PLATFORM, AND ABOUT 3.7 FEET ABOVE THE GROUND.
 EW2384
 EW2384                          STATION RECOVERY (1973)
 EW2384
 EW2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EW2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0705 ***********************************************************************
 DC0705  DESIGNATION -  N 741
 DC0705  PID         -  DC0705
 DC0705  STATE/COUNTY-  CA/SAN DIEGO
 DC0705  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0705
 DC0705                         *CURRENT SURVEY CONTROL
 DC0705  ___________________________________________________________________
 DC0705* NAD 83(1986)-  32 34 09.     (N)    117 00 18.     (W)     SCALED    
 DC0705* NAVD 88     -       154.49   (+/-2cm)     506.9    (feet)  VERTCON   
 DC0705  ___________________________________________________________________
 DC0705  GEOID HEIGHT-         -34.70  (meters)                     GEOID09
 DC0705  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0705
 DC0705.The horizontal coordinates were scaled from a topographic map and have
 DC0705.an estimated accuracy of +/- 6 seconds.
 DC0705.
 DC0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0705
 DC0705.The vertical order pertains to the NGVD 29 superseded value.
 DC0705
 DC0705.The geoid height was determined by GEOID09.
 DC0705
 DC0705;                    North         East    Units  Estimated Accuracy
 DC0705;SPC CA 6     -   544,900.    1,929,100.      MT  (+/- 180 meters Scaled)
 DC0705
 DC0705                          SUPERSEDED SURVEY CONTROL
 DC0705
 DC0705  NGVD 29 (??/??/??)  153.815  (m)          504.64   (f) ADJUSTED    1 2
 DC0705
 DC0705.Superseded values are not recommended for survey control.
 DC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0705.See file dsdata.txt to determine how the superseded data were derived.
 DC0705
 DC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS995035(NAD 83)
 DC0705
 DC0705_MARKER: DB = BENCH MARK DISK
 DC0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0705_STAMPING: N 741 1945
 DC0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0705+STABILITY: SURFACE MOTION
 DC0705
 DC0705  HISTORY     - Date     Condition        Report By
 DC0705  HISTORY     - 1945     MONUMENTED       CGS
 DC0705  HISTORY     - 1955     GOOD             CGS
 DC0705  HISTORY     - 1969     GOOD             CGS
 DC0705  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0705
 DC0705                          STATION DESCRIPTION
 DC0705
 DC0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0705'0.7 MI W FROM BROWN FIELD NAAS.
 DC0705'0.7 MILE WEST ALONG BROWNFIELD ROAD FROM THE MAIN ENTRANCE TO
 DC0705'BROWN FIELD AUXILIARY AIR STATION, 4.3 MILES NORTHEAST OF SAN
 DC0705'YSIDRO, AT A FENCE CORNER, AT A TRACK ROAD INTO A CULTIVATED
 DC0705'FIELD, 23.7 FEET NORTH OF THE CENTER LINE OF BROWNFIELD ROAD, 4.5
 DC0705'FEET NORTH OF THE EAST END OF A 12-INCH IRON PIPE CULVERT UNDER
 DC0705'THE TRACK ROAD, 3 1/2 FEET WEST OF A CORNER FENCE POST, 3 FEET
 DC0705'NORTHWEST OF A POWER LINE POLE, 2.5 FEET SOUTH OF A WIRE GATE,
 DC0705'ABOUT 1 1/2 FEET HIGHER THAN THE ROADS, AND SET IN THE TOP OF A
 DC0705'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DC0705
 DC0705                          STATION RECOVERY (1969)
 DC0705
 DC0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DC0705'RECOVERED IN GOOD CONDITION.
 DC0705
 DC0705                          STATION RECOVERY (1987)
 DC0705
 DC0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0705'NOT RECOVERED.  BELIEVED DESTROYED OR BURIED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0019 ***********************************************************************
 LU0019  DESIGNATION -  N 742
 LU0019  PID         -  LU0019
 LU0019  STATE/COUNTY-  CA/SHASTA
 LU0019  USGS QUAD   -  ENTERPRISE (1969)
 LU0019
 LU0019                         *CURRENT SURVEY CONTROL
 LU0019  ___________________________________________________________________
 LU0019* NAD 83(1986)-  40 30 03.     (N)    122 17 26.     (W)     SCALED    
 LU0019* NAVD 88     -       148.20   (+/-2cm)     486.2    (feet)  VERTCON   
 LU0019  ___________________________________________________________________
 LU0019  GEOID HEIGHT-         -27.80  (meters)                     GEOID09
 LU0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0019
 LU0019.This mark is at Redding Municipal Airport (RDD)
 LU0019
 LU0019.The horizontal coordinates were scaled from a topographic map and have
 LU0019.an estimated accuracy of +/- 6 seconds.
 LU0019.
 LU0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0019
 LU0019.The vertical order pertains to the NGVD 29 superseded value.
 LU0019
 LU0019.The geoid height was determined by GEOID09.
 LU0019
 LU0019;                    North         East    Units  Estimated Accuracy
 LU0019;SPC CA 1     -   629,680.    1,975,370.      MT  (+/- 180 meters Scaled)
 LU0019
 LU0019                          SUPERSEDED SURVEY CONTROL
 LU0019
 LU0019  NGVD 29 (??/??/92)  147.412  (m)          483.63   (f) ADJ UNCH    1 2
 LU0019
 LU0019.Superseded values are not recommended for survey control.
 LU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0019.See file dsdata.txt to determine how the superseded data were derived.
 LU0019
 LU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK601835(NAD 83)
 LU0019
 LU0019_MARKER: DD = SURVEY DISK
 LU0019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0019_SP_SET: HEADWALL
 LU0019_STAMPING: N 742
 LU0019_MARK LOGO: USE   
 LU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0019+STABILITY: SURFACE MOTION
 LU0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0019+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0019
 LU0019  HISTORY     - Date     Condition        Report By
 LU0019  HISTORY     - UNK      MONUMENTED       DOD
 LU0019  HISTORY     - 1949     GOOD             CGS
 LU0019  HISTORY     - 1975     GOOD             NGS
 LU0019  HISTORY     - 19880622 GOOD             NGS
 LU0019
 LU0019                          STATION DESCRIPTION
 LU0019
 LU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0019'AT REDDING MUNICIPAL AIRPORT.
 LU0019'AT REDDING MUNICIPAL AIRPORT, SHASTA COUNTY, NEAR THE SOUTH END
 LU0019'OF THE FIELD, 983 FEET EAST ALONG TAXIWAY B FROM THE EAST
 LU0019'EDGE OF NORTH-AND-SOUTH RUNWAY 1, AT A DOUBLE 48-INCH
 LU0019'CONCRETE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 LU0019'CONCRETE HEADWALL, AND 114 FEET SOUTH OF THE SOUTH EDGE OF
 LU0019'THE TAXIWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 LU0019'STAMPED N 742.
 LU0019
 LU0019                          STATION RECOVERY (1975)
 LU0019
 LU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LU0019'RECOVERED IN GOOD CONDITION.
 LU0019
 LU0019                          STATION RECOVERY (1988)
 LU0019
 LU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0936 ***********************************************************************
 KS0936  DESIGNATION -  N 743
 KS0936  PID         -  KS0936
 KS0936  STATE/COUNTY-  CA/YUBA
 KS0936  USGS QUAD   -  OLIVEHURST (1973)
 KS0936
 KS0936                         *CURRENT SURVEY CONTROL
 KS0936  ___________________________________________________________________
 KS0936* NAD 83(1986)-  39 06 23.     (N)    121 33 05.     (W)     SCALED    
 KS0936* NAVD 88     -        21.150  (meters)      69.39   (feet)  ADJUSTED  
 KS0936  ___________________________________________________________________
 KS0936  GEOID HEIGHT-         -29.32  (meters)                     GEOID09
 KS0936  DYNAMIC HT  -          21.137 (meters)      69.35  (feet)  COMP
 KS0936  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KS0936
 KS0936  VERT ORDER  -  FIRST     CLASS II
 KS0936
 KS0936.The horizontal coordinates were scaled from a topographic map and have
 KS0936.an estimated accuracy of +/- 6 seconds.
 KS0936.
 KS0936.The orthometric height was determined by differential leveling and
 KS0936.adjusted in June 1991.
 KS0936
 KS0936.The geoid height was determined by GEOID09.
 KS0936
 KS0936.The dynamic height is computed by dividing the NAVD 88
 KS0936.geopotential number by the normal gravity value computed on the
 KS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0936.degrees latitude (g = 980.6199 gals.).
 KS0936
 KS0936.The modeled gravity was interpolated from observed gravity values.
 KS0936
 KS0936;                    North         East    Units  Estimated Accuracy
 KS0936;SPC CA 2     -   659,910.    2,038,800.      MT  (+/- 180 meters Scaled)
 KS0936
 KS0936                          SUPERSEDED SURVEY CONTROL
 KS0936
 KS0936  NGVD 29 (??/??/??)   20.457  (m)           67.12   (f) ADJUSTED    1 2
 KS0936
 KS0936.Superseded values are not recommended for survey control.
 KS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0936.See file dsdata.txt to determine how the superseded data were derived.
 KS0936
 KS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ252295(NAD 83)
 KS0936
 KS0936_MARKER: DB = BENCH MARK DISK
 KS0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0936_SP_SET: BRIDGE
 KS0936_STAMPING: N 743 1944
 KS0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0936
 KS0936  HISTORY     - Date     Condition        Report By
 KS0936  HISTORY     - 1944     MONUMENTED       CGS
 KS0936  HISTORY     - 1964     GOOD             CGS
 KS0936  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0936  HISTORY     - 19880808 MARK NOT FOUND   NGS
 KS0936  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0936
 KS0936                          STATION DESCRIPTION
 KS0936
 KS0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KS0936'3 MI SE FROM MARYSVILLE.
 KS0936'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS0936'FROM THE STATION AT MARYSVILLE, YUBA COUNTY, ABOUT 100 FEET
 KS0936'NORTHEAST OF CONCRETE-BOX CULVERT 345 75 UNDER U.S. HIGHWAY 99 E,
 KS0936'AT BALLAST-DECK RAILROAD BRIDGE 137.67, IN THE TOP OF THE
 KS0936'NORTHWEST ABUTMENT, 6.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KS0936'1.0 FOOT NORTHEAST OF THE SOUTHEAST END OF THE HORIZONTAL
 KS0936'SURFACE OF THE ABUTMENT, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP
 KS0936'OF THE RAILS.
 KS0936
 KS0936                          STATION RECOVERY (1987)
 KS0936
 KS0936'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0936'MARK NOT FOUND.
 KS0936
 KS0936                          STATION RECOVERY (1988)
 KS0936
 KS0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0936'MARK NOT FOUND.
 KS0936
 KS0936                          STATION RECOVERY (2004)
 KS0936
 KS0936'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0976 ***********************************************************************
 JS0976  DESIGNATION -  N 744
 JS0976  PID         -  JS0976
 JS0976  STATE/COUNTY-  CA/SACRAMENTO
 JS0976  USGS QUAD   -  RIO LINDA (1992)
 JS0976
 JS0976                         *CURRENT SURVEY CONTROL
 JS0976  ___________________________________________________________________
 JS0976* NAD 83(1986)-  38 39 37.     (N)    121 22 58.     (W)     SCALED    
 JS0976* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 JS0976  ___________________________________________________________________
 JS0976  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 JS0976  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0976
 JS0976.The horizontal coordinates were scaled from a topographic map and have
 JS0976.an estimated accuracy of +/- 6 seconds.
 JS0976.
 JS0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0976
 JS0976.The vertical order pertains to the NGVD 29 superseded value.
 JS0976
 JS0976.The geoid height was determined by GEOID09.
 JS0976
 JS0976;                    North         East    Units  Estimated Accuracy
 JS0976;SPC CA 2     -   610,480.    2,053,720.      MT  (+/- 180 meters Scaled)
 JS0976
 JS0976                          SUPERSEDED SURVEY CONTROL
 JS0976
 JS0976  NGVD 29 (??/??/92)   25.067  (m)           82.24   (f) ADJ UNCH    1 2
 JS0976
 JS0976.Superseded values are not recommended for survey control.
 JS0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0976.See file dsdata.txt to determine how the superseded data were derived.
 JS0976
 JS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH407803(NAD 83)
 JS0976
 JS0976_MARKER: DB = BENCH MARK DISK
 JS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0976_STAMPING: N 744 1945
 JS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0976+STABILITY: SURFACE MOTION
 JS0976
 JS0976  HISTORY     - Date     Condition        Report By
 JS0976  HISTORY     - 1945     MONUMENTED       CGS
 JS0976  HISTORY     - 1974     GOOD             NGS
 JS0976
 JS0976                          STATION DESCRIPTION
 JS0976
 JS0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0976'6.6 MI NE FROM SACRAMENTO.
 JS0976'AT MC CLELLAN FIELD, AT THE MAIN ENTRANCE, 383.0 FEET NORTH OF
 JS0976'RAILWAY BRIDGE OVER HIGHWAY TO AIRPORT, 2.3 FEET SOUTH SOUTHWEST
 JS0976'OF THE SOUTHWEST CORNER OF THE MOST SOUTHERLY CONCRETE COLUMN AT
 JS0976'THE MAIN ENTRANCE, 2.3 FEET WEST OF THE EAST BOUNDARY FENCE
 JS0976'LINE, 18.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JS0976'EMPLOYMENT BUILDING, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JS0976'0.4 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 744
 JS0976'1945.  NOTE-- TO REACH MC CLELLAN FIELD FROM THE CONTROL TOWER
 JS0976'AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY LINES AT
 JS0976'SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55 MILES TO THE
 JS0976'BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0976
 JS0976                          STATION RECOVERY (1974)
 JS0976
 JS0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JS0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0042 ***********************************************************************
 HS0042  DESIGNATION -  N 745
 HS0042  PID         -  HS0042
 HS0042  STATE/COUNTY-  CA/STANISLAUS
 HS0042  USGS QUAD   -  SOLYO (1991)
 HS0042
 HS0042                         *CURRENT SURVEY CONTROL
 HS0042  ___________________________________________________________________
 HS0042* NAD 83(1986)-  37 36 35.     (N)    121 17 15.     (W)     SCALED    
 HS0042* NAVD 88     -        39.87   (+/-2cm)     130.8    (feet)  VERTCON   
 HS0042  ___________________________________________________________________
 HS0042  GEOID HEIGHT-         -32.25  (meters)                     GEOID09
 HS0042  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0042
 HS0042.The horizontal coordinates were scaled from a topographic map and have
 HS0042.an estimated accuracy of +/- 6 seconds.
 HS0042.
 HS0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0042
 HS0042.The vertical order pertains to the NGVD 29 superseded value.
 HS0042
 HS0042.The geoid height was determined by GEOID09.
 HS0042
 HS0042;                    North         East    Units  Estimated Accuracy
 HS0042;SPC CA 3     -   623,450.    1,930,470.      MT  (+/- 180 meters Scaled)
 HS0042
 HS0042                          SUPERSEDED SURVEY CONTROL
 HS0042
 HS0042  NGVD 29 (??/??/92)   39.130  (m)          128.38   (f) ADJ UNCH    1 2
 HS0042
 HS0042.Superseded values are not recommended for survey control.
 HS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0042.See file dsdata.txt to determine how the superseded data were derived.
 HS0042
 HS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG511638(NAD 83)
 HS0042
 HS0042_MARKER: DB = BENCH MARK DISK
 HS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0042_STAMPING: N 745 1945
 HS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0042+STABILITY: SURFACE MOTION
 HS0042
 HS0042  HISTORY     - Date     Condition        Report By
 HS0042  HISTORY     - 1945     MONUMENTED       CGS
 HS0042  HISTORY     - 1958     GOOD             CGS
 HS0042  HISTORY     - 1965     GOOD             CGS
 HS0042
 HS0042                          STATION DESCRIPTION
 HS0042
 HS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0042'1.4 MI S FROM VERNALIS.
 HS0042'1.4 MILES SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND
 HS0042'POST OFFICE AT VERNALIS, IN R6E T4S S3, 230 FEET NORTH OF THE
 HS0042'INTERSECTION OF SPENCER ROAD, AT RISING SUN SCHOOL, ABOUT MIDWAY
 HS0042'BETWEEN THE NEW SCHOOL BUILDING AND THE OLD ONE, 78.4 FEET NORTH
 HS0042'OF THE CENTER OF A STEEL GATE ACROSS A SIDEWALK TO OLD SCHOOL
 HS0042'BUILDING, 41 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 HS0042'AROUND A LARGE BUTANE TANK, 28 1/2 FEET WEST OF THE CENTER LINE
 HS0042'OF THE ROAD, 1.0 FEET WEST OF THE SCHOOL BOUNDARY FENCE, 2 FEET
 HS0042'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HS0042'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HS0042
 HS0042                          STATION RECOVERY (1965)
 HS0042
 HS0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT1047 ***********************************************************************
 GT1047  DESIGNATION -  N 746
 GT1047  PID         -  GT1047
 GT1047  STATE/COUNTY-  CA/KINGS
 GT1047  USGS QUAD   -  VANGUARD (1981)
 GT1047
 GT1047                         *CURRENT SURVEY CONTROL
 GT1047  ___________________________________________________________________
 GT1047* NAD 83(1986)-  36 15 18.     (N)    119 56 57.     (W)     SCALED    
 GT1047* NAVD 88     -        75.16   (+/-2cm)     246.6    (feet)  VERTCON   
 GT1047  ___________________________________________________________________
 GT1047  GEOID HEIGHT-         -33.80  (meters)                     GEOID09
 GT1047  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1047
 GT1047.The horizontal coordinates were scaled from a topographic map and have
 GT1047.an estimated accuracy of +/- 6 seconds.
 GT1047.
 GT1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1047
 GT1047.The vertical order pertains to the NGVD 29 superseded value.
 GT1047
 GT1047.The geoid height was determined by GEOID09.
 GT1047
 GT1047;                    North         East    Units  Estimated Accuracy
 GT1047;SPC CA 4     -   602,690.    1,914,700.      MT  (+/- 180 meters Scaled)
 GT1047
 GT1047                          SUPERSEDED SURVEY CONTROL
 GT1047
 GT1047  NGVD 29 (??/??/92)   74.283  (m)          243.71   (f) ADJ UNCH    1 2
 GT1047
 GT1047.Superseded values are not recommended for survey control.
 GT1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1047.See file dsdata.txt to determine how the superseded data were derived.
 GT1047
 GT1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA350162(NAD 83)
 GT1047
 GT1047_MARKER: DB = BENCH MARK DISK
 GT1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1047_STAMPING: N 746 1945
 GT1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1047+STABILITY: SURFACE MOTION
 GT1047
 GT1047  HISTORY     - Date     Condition        Report By
 GT1047  HISTORY     - 1945     MONUMENTED       CGS
 GT1047  HISTORY     - 1966     GOOD             CGS
 GT1047  HISTORY     - 1972     GOOD             NGS
 GT1047
 GT1047                          STATION DESCRIPTION
 GT1047
 GT1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GT1047'9.8 MI W FROM LEMOORE.
 GT1047'9.75 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH
 GT1047'SCHOOL STADIUM AT LEMOORE, IN R19E T19S, IN THE NORTHEAST CORNER
 GT1047'OF THE NORTHWEST QUARTER OF SECTION 30, AT THE JUNCTION OF THE
 GT1047'ENTRANCE ROAD TO THE ABANDONED LEMOORE AIRFIELD, 134 FEET SOUTH
 GT1047'OF THE CENTER LINE OF THE HIGHWAY, 85.3 FEET NORTHEAST OF BENCH
 GT1047'MARK J 511 WELL, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 GT1047'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 GT1047'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GT1047
 GT1047                          STATION RECOVERY (1972)
 GT1047
 GT1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2979 ***********************************************************************
 EV2979  DESIGNATION -  N 749
 EV2979  PID         -  EV2979
 EV2979  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2979  USGS QUAD   -  GUASTI (1981)
 EV2979
 EV2979                         *CURRENT SURVEY CONTROL
 EV2979  ___________________________________________________________________
 EV2979* NAD 83(1986)-  34 03 11.     (N)    117 36 32.     (W)     SCALED    
 EV2979* NAVD 88     -       279.99   (+/-2cm)     918.6    (feet)  VERTCON   
 EV2979  ___________________________________________________________________
 EV2979  GEOID HEIGHT-         -33.37  (meters)                     GEOID09
 EV2979  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2979
 EV2979.This mark is at Ontario Intl Airport (ONT)
 EV2979
 EV2979.The horizontal coordinates were scaled from a topographic map and have
 EV2979.an estimated accuracy of +/- 6 seconds.
 EV2979.
 EV2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2979
 EV2979.The vertical order pertains to the NGVD 29 superseded value.
 EV2979
 EV2979.The geoid height was determined by GEOID09.
 EV2979
 EV2979;                    North         East    Units  Estimated Accuracy
 EV2979;SPC CA 5     -   561,420.    2,036,110.      MT  (+/- 180 meters Scaled)
 EV2979
 EV2979                          SUPERSEDED SURVEY CONTROL
 EV2979
 EV2979  NGVD 29 (??/??/92)  279.237  (m)          916.13   (f) ADJ UNCH    1 2
 EV2979
 EV2979.Superseded values are not recommended for survey control.
 EV2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2979.See file dsdata.txt to determine how the superseded data were derived.
 EV2979
 EV2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT438682(NAD 83)
 EV2979
 EV2979_MARKER: DB = BENCH MARK DISK
 EV2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2979_STAMPING: N 749 1945
 EV2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2979+STABILITY: SURFACE MOTION
 EV2979
 EV2979  HISTORY     - Date     Condition        Report By
 EV2979  HISTORY     - 1945     MONUMENTED       CGS
 EV2979  HISTORY     - 1965     MARK NOT FOUND   CGS
 EV2979
 EV2979                          STATION DESCRIPTION
 EV2979
 EV2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2979'AT ONTARIO ARMY AIR FIELD.
 EV2979'AT THE ONTARIO ARMY AIR FIELD, SET NEAR THE NORTHWEST CORNER
 EV2979'OF THE HANGAR AND CONTROL TOWER, 8.3 FEET SOUTH OF THE NORTHWEST
 EV2979'WOODEN LEG OF STEPS LEADING UP TO TOWER, 7.5 FEET WEST OF WEST
 EV2979'FACE OF HANGAR, 1.6 WEST OF WEST EDGE OF STEPS, 1.1 FEET WEST OF
 EV2979'REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE
 EV2979'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE
 EV2979'THE GROUND.  STAMPED N 749 1945.
 EV2979
 EV2979                          STATION RECOVERY (1965)
 EV2979
 EV2979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EV2979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0776 ***********************************************************************
 DX0776  DESIGNATION -  N 753
 DX0776  PID         -  DX0776
 DX0776  STATE/COUNTY-  CA/RIVERSIDE
 DX0776  USGS QUAD   -  PALM SPRINGS (1996)
 DX0776
 DX0776                         *CURRENT SURVEY CONTROL
 DX0776  ___________________________________________________________________
 DX0776* NAD 83(1986)-  33 49 25.     (N)    116 30 35.     (W)     SCALED    
 DX0776* NAVD 88     -       127.20   (+/-2cm)     417.3    (feet)  VERTCON   
 DX0776  ___________________________________________________________________
 DX0776  GEOID HEIGHT-         -32.36  (meters)                     GEOID09
 DX0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0776
 DX0776.This mark is at Palm Springs Regional Airport (PSP)
 DX0776
 DX0776.The horizontal coordinates were scaled from a topographic map and have
 DX0776.an estimated accuracy of +/- 6 seconds.
 DX0776.
 DX0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0776
 DX0776.The vertical order pertains to the NGVD 29 superseded value.
 DX0776
 DX0776.The geoid height was determined by GEOID09.
 DX0776
 DX0776;                    North         East    Units  Estimated Accuracy
 DX0776;SPC CA 6     -   683,790.    1,975,960.      MT  (+/- 180 meters Scaled)
 DX0776
 DX0776                          SUPERSEDED SURVEY CONTROL
 DX0776
 DX0776  NGVD 29 (??/??/??)  126.484  (m)          414.97   (f) ADJUSTED    1 2
 DX0776
 DX0776.Superseded values are not recommended for survey control.
 DX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0776.See file dsdata.txt to determine how the superseded data were derived.
 DX0776
 DX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT453427(NAD 83)
 DX0776
 DX0776_MARKER: DB = BENCH MARK DISK
 DX0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0776_SP_SET: CONCRETE POST
 DX0776_STAMPING: N 753 1945
 DX0776_MARK LOGO: CGS   
 DX0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0776+STABILITY: SURFACE MOTION
 DX0776
 DX0776  HISTORY     - Date     Condition        Report By
 DX0776  HISTORY     - 1945     MONUMENTED       CGS
 DX0776  HISTORY     - 1965     GOOD             CGS
 DX0776  HISTORY     - 19661011 GOOD             LOCENG
 DX0776
 DX0776                          STATION DESCRIPTION
 DX0776
 DX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DX0776'IN PALM SPRINGS.
 DX0776'AT PALM SPRINGS MUNICIPAL AIRPORT PARKING LOT, IN LINE WITH
 DX0776'EXTENSION TO EAST OF CENTERLINE OF TAHQUITZ-MC CALLUM WAY MEDIAN
 DX0776'STRIP, 11 FEET EAST OF LIGHT POLE, 6 FEET SW OF WEATHER BOX, 13
 DX0776'FEET NORTH OF A CURB, AND 13 FEET SOUTH OF A CURB.  IT IS SET
 DX0776'IN A CIRCULAR CONCRETE POST.
 DX0776
 DX0776                          STATION RECOVERY (1966)
 DX0776
 DX0776'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 DX0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0732 ***********************************************************************
 EV0732  DESIGNATION -  O 3
 EV0732  PID         -  EV0732
 EV0732  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0732  USGS QUAD   -  MINNEOLA (1971)
 EV0732
 EV0732                         *CURRENT SURVEY CONTROL
 EV0732  ___________________________________________________________________
 EV0732* NAD 83(1986)-  34 50 50.     (N)    116 46 54.     (W)     SCALED    
 EV0732* NAVD 88     -       584.347  (meters)    1917.15   (feet)  ADJUSTED  
 EV0732  ___________________________________________________________________
 EV0732  GEOID HEIGHT-         -31.44  (meters)                     GEOID09
 EV0732  DYNAMIC HT  -         583.690 (meters)    1914.99  (feet)  COMP
 EV0732  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 EV0732
 EV0732  VERT ORDER  -  FIRST     CLASS I
 EV0732
 EV0732.The horizontal coordinates were scaled from a topographic map and have
 EV0732.an estimated accuracy of +/- 6 seconds.
 EV0732.
 EV0732.The orthometric height was determined by differential leveling and
 EV0732.adjusted in June 1991.
 EV0732
 EV0732.WARNING-Repeat measurements at this control monument indicate possible
 EV0732.vertical movement.
 EV0732
 EV0732.The geoid height was determined by GEOID09.
 EV0732
 EV0732.The dynamic height is computed by dividing the NAVD 88
 EV0732.geopotential number by the normal gravity value computed on the
 EV0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0732.degrees latitude (g = 980.6199 gals.).
 EV0732
 EV0732.The modeled gravity was interpolated from observed gravity values.
 EV0732
 EV0732;                    North         East    Units  Estimated Accuracy
 EV0732;SPC CA 5     -   650,120.    2,111,410.      MT  (+/- 180 meters Scaled)
 EV0732
 EV0732                          SUPERSEDED SURVEY CONTROL
 EV0732
 EV0732  NGVD 29 (??/??/92)  583.610  (m)         1914.73   (f) ADJ UNCH    1 1
 EV0732
 EV0732.Superseded values are not recommended for survey control.
 EV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0732.See file dsdata.txt to determine how the superseded data were derived.
 EV0732
 EV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU199561(NAD 83)
 EV0732
 EV0732_MARKER: X = CHISELED CROSS
 EV0732_SETTING: 0 = UNSPECIFIED SETTING
 EV0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0732
 EV0732  HISTORY     - Date     Condition        Report By
 EV0732  HISTORY     - 1906     MONUMENTED       CGS
 EV0732  HISTORY     - 1974     GOOD             NGS
 EV0732  HISTORY     - 1977     GOOD             NGS
 EV0732
 EV0732                          STATION DESCRIPTION
 EV0732
 EV0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0732'5.9 MI W FROM NEWBERRY.
 EV0732'5.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV0732'THE CROSSING OF MT. VIEW ROAD AT NEWBERRY, 11 POLES EAST OF
 EV0732'MILEPOST 732, 83.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 EV0732'142 1/2 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACK FROM TELEPHONE
 EV0732'POLE 141-19, 54 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 126.8 FEET
 EV0732'WEST-NORTHWEST OF A POST SUPPORTING A MINNEOLA SIDING SIGN, 1.5
 EV0732'FEET WEST OF A WITNESS POST, A CHISELED CROSS ON THE TOP OF THE
 EV0732'NORTH EDGE OF A VERTICAL SECTION OF A RAILROAD RAIL WHICH PROJECTS
 EV0732'ABOUT 1/2 FOOT ABOVE THE GROUND.  SEC 28, T9N, R2E
 EV0732
 EV0732                          STATION RECOVERY (1977)
 EV0732
 EV0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1118 ***********************************************************************
 KS1118  DESIGNATION -  P 17
 KS1118  PID         -  KS1118
 KS1118  STATE/COUNTY-  CA/BUTTE
 KS1118  USGS QUAD   -  CHICO (1978)
 KS1118
 KS1118                         *CURRENT SURVEY CONTROL
 KS1118  ___________________________________________________________________
 KS1118* NAD 83(1986)-  39 43 54.     (N)    121 50 13.     (W)     SCALED    
 KS1118* NAVD 88     -        62.234  (meters)     204.18   (feet)  ADJUSTED  
 KS1118  ___________________________________________________________________
 KS1118  GEOID HEIGHT-         -27.54  (meters)                     GEOID09
 KS1118  DYNAMIC HT  -          62.203 (meters)     204.08  (feet)  COMP
 KS1118  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 KS1118
 KS1118  VERT ORDER  -  FIRST     CLASS II
 KS1118
 KS1118.The horizontal coordinates were scaled from a topographic map and have
 KS1118.an estimated accuracy of +/- 6 seconds.
 KS1118.
 KS1118.The orthometric height was determined by differential leveling and
 KS1118.adjusted in June 1991.
 KS1118
 KS1118.The geoid height was determined by GEOID09.
 KS1118
 KS1118.The dynamic height is computed by dividing the NAVD 88
 KS1118.geopotential number by the normal gravity value computed on the
 KS1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1118.degrees latitude (g = 980.6199 gals.).
 KS1118
 KS1118.The modeled gravity was interpolated from observed gravity values.
 KS1118
 KS1118;                    North         East    Units  Estimated Accuracy
 KS1118;SPC CA 2     -   729,250.    2,013,980.      MT  (+/- 180 meters Scaled)
 KS1118
 KS1118                          SUPERSEDED SURVEY CONTROL
 KS1118
 KS1118  NGVD 29 (??/??/??)   61.525  (m)          201.85   (f) ADJUSTED    1 2
 KS1118
 KS1118.Superseded values are not recommended for survey control.
 KS1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1118.See file dsdata.txt to determine how the superseded data were derived.
 KS1118
 KS1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ996986(NAD 83)
 KS1118
 KS1118_MARKER: DB = BENCH MARK DISK
 KS1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1118_SP_SET: WATER TANK FOUNDATION
 KS1118_STAMPING: P 17 1919 201.624 FEET
 KS1118_MARK LOGO: CGS   
 KS1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS1118+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 KS1118
 KS1118  HISTORY     - Date     Condition        Report By
 KS1118  HISTORY     - 1919     MONUMENTED       CGS
 KS1118  HISTORY     - 1948     GOOD             CGS
 KS1118  HISTORY     - 19880718 GOOD             NGS
 KS1118  HISTORY     - 19971011 GOOD             USPSQD
 KS1118  HISTORY     - 20020629 GOOD             INDIV
 KS1118  HISTORY     - 20040323 GOOD             CADT
 KS1118
 KS1118                          STATION DESCRIPTION
 KS1118
 KS1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1118'AT CHICO.
 KS1118'AT CHICO, BUTTE COUNTY, AT THE NORTHWEST CORNER OF THIRD AND
 KS1118'ORIENT STREETS, AT THE CALIFORNIA WATER SERVICE CO. PLANT, AT
 KS1118'THE ONE OF TWO LARGE STEEL WATER TANKS NEAREST TO THE CORNER,
 KS1118'IN THE TOP HORIZONATAL SURFACE OF THE SOUTHEAST CONCRETE PEDESTAL,
 KS1118'AND ON THE SOUTH SIDE.
 KS1118
 KS1118                          STATION RECOVERY (1988)
 KS1118
 KS1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1118'RECOVERED IN GOOD CONDITION.
 KS1118
 KS1118                          STATION RECOVERY (1997)
 KS1118
 KS1118'RECOVERY NOTE BY US POWER SQUADRON 1997
 KS1118'RECOVERED IN GOOD CONDITION.
 KS1118
 KS1118                          STATION RECOVERY (2002)
 KS1118
 KS1118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FJC)
 KS1118'DESCRIPTION IN ERROR. MARK IS ON SW PEDESTAL OF TOWER, NOT SE AS
 KS1118'DESCRIBED IN 1948.
 KS1118
 KS1118                          STATION RECOVERY (2004)
 KS1118
 KS1118'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0648 ***********************************************************************
 DX0648  DESIGNATION -  P 70
 DX0648  PID         -  DX0648
 DX0648  STATE/COUNTY-  CA/RIVERSIDE
 DX0648  USGS QUAD   -  INDIO (1972)
 DX0648
 DX0648                         *CURRENT SURVEY CONTROL
 DX0648  ___________________________________________________________________
 DX0648* NAD 83(1986)-  33 38 32.     (N)    116 08 26.     (W)     SCALED    
 DX0648* NAVD 88     -       -35.975  (meters)    -118.03   (feet)  READJUSTED
 DX0648  ___________________________________________________________________
 DX0648  GEOID HEIGHT-         -33.33  (meters)                     GEOID09
 DX0648  DYNAMIC HT  -         -35.93  (meters)    -117.9   (feet)  COMP
 DX0648  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 DX0648  OBS GRAVITY -     979,530.6   (mgal)                       GRAV_OBS
 DX0648
 DX0648  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0648
 DX0648.The horizontal coordinates were scaled from a topographic map and have
 DX0648.an estimated accuracy of +/- 6 seconds.
 DX0648.
 DX0648.The orthometric height was determined by differential leveling
 DX0648.and adjusted in February 1993.
 DX0648
 DX0648.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0648.distribution rate of 0.0 thru 1.0 mm/km.
 DX0648
 DX0648.The height was derived from older observations constrained to new
 DX0648.heights in a crustal motion area.  The height is approximate in
 DX0648.relation to other heights in its vicinity.
 DX0648
 DX0648.The geoid height was determined by GEOID09.
 DX0648
 DX0648.The dynamic height is computed by dividing the NAVD 88
 DX0648.geopotential number by the normal gravity value computed on the
 DX0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0648.degrees latitude (g = 980.6199 gals.).
 DX0648
 DX0648.The modeled gravity was interpolated from observed gravity values.
 DX0648
 DX0648.The observed gravity was obtained from relative gravimeter ties
 DX0648.to the IGSN71 gravity network.
 DX0648
 DX0648;                    North         East    Units  Estimated Accuracy
 DX0648;SPC CA 6     -   663,650.    2,010,150.      MT  (+/- 180 meters Scaled)
 DX0648
 DX0648                          SUPERSEDED SURVEY CONTROL
 DX0648
 DX0648  NGVD 29 (??/??/92)  -36.640  (m)         -120.21   (f) ADJ UNCH    1 1
 DX0648
 DX0648.Superseded values are not recommended for survey control.
 DX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0648.See file dsdata.txt to determine how the superseded data were derived.
 DX0648
 DX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT797228(NAD 83)
 DX0648
 DX0648_MARKER: DB = BENCH MARK DISK
 DX0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0648_STAMPING: P 70 1928-120.177
 DX0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0648+STABILITY: SURFACE MOTION
 DX0648
 DX0648  HISTORY     - Date     Condition        Report By
 DX0648  HISTORY     - 1928     MONUMENTED       CGS
 DX0648  HISTORY     - 1955     GOOD             CGS
 DX0648  HISTORY     - 1968     GOOD             CA-065
 DX0648  HISTORY     - 1978     GOOD             NGS
 DX0648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DX0648
 DX0648                          STATION DESCRIPTION
 DX0648
 DX0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX0648'AT THERMAL.
 DX0648'AT THERMAL, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1
 DX0648'MILE NORTHWEST OF THE RAILROAD STATION, AT THE CROSSING OF
 DX0648'AVENUE 56, 87.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 DX0648'TRACK, 41.5 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 DX0648'111, 23.6 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 14 1/2
 DX0648'FEET NORTHEAST OF A TELEPHONE POLE SUPPORTING A BOOSTER BOX, 1.8
 DX0648'FEET NORTHEAST OF A STREET SIGN POST, 1.5 FEET WEST OF A WITNESS
 DX0648'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 DX0648'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 DX0648
 DX0648                          STATION RECOVERY (1968)
 DX0648
 DX0648'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0648'RECOVERED IN GOOD CONDITION.
 DX0648
 DX0648                          STATION RECOVERY (1978)
 DX0648
 DX0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0648'10.4 FT. EAST OF STEEL 2-INCH STREET SIGN POLE.
 DX0648
 DX0648                          STATION RECOVERY (1989)
 DX0648
 DX0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0299 ***********************************************************************
 LV0299  DESIGNATION -  P 735
 LV0299  PID         -  LV0299
 LV0299  STATE/COUNTY-  CA/HUMBOLDT
 LV0299  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0299
 LV0299                         *CURRENT SURVEY CONTROL
 LV0299  ___________________________________________________________________
 LV0299* NAD 83(1986)-  40 51 22.     (N)    124 05 21.     (W)     SCALED    
 LV0299* NAVD 88     -         2.283  (meters)       7.49   (feet)  ADJUSTED  
 LV0299  ___________________________________________________________________
 LV0299  GEOID HEIGHT-         -30.25  (meters)                     GEOID09
 LV0299  DYNAMIC HT  -           2.282 (meters)       7.49  (feet)  COMP
 LV0299  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 LV0299
 LV0299  VERT ORDER  -  FIRST     CLASS II
 LV0299
 LV0299.The horizontal coordinates were scaled from a topographic map and have
 LV0299.an estimated accuracy of +/- 6 seconds.
 LV0299.
 LV0299.The orthometric height was determined by differential leveling and
 LV0299.adjusted in June 1991.
 LV0299
 LV0299.The geoid height was determined by GEOID09.
 LV0299
 LV0299.The dynamic height is computed by dividing the NAVD 88
 LV0299.geopotential number by the normal gravity value computed on the
 LV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0299.degrees latitude (g = 980.6199 gals.).
 LV0299
 LV0299.The modeled gravity was interpolated from observed gravity values.
 LV0299
 LV0299;                    North         East    Units  Estimated Accuracy
 LV0299;SPC CA 1     -   671,190.    1,823,880.      MT  (+/- 180 meters Scaled)
 LV0299
 LV0299                          SUPERSEDED SURVEY CONTROL
 LV0299
 LV0299  NGVD 29 (12/02/92)    1.262  (m)            4.14   (f) ADJUSTED    1 2
 LV0299
 LV0299.Superseded values are not recommended for survey control.
 LV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0299.See file dsdata.txt to determine how the superseded data were derived.
 LV0299
 LV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL081233(NAD 83)
 LV0299
 LV0299_MARKER: DB = BENCH MARK DISK
 LV0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0299_SP_SET: HEADWALL
 LV0299_STAMPING: P 735 1944
 LV0299_MARK LOGO: CGS   
 LV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0299+STABILITY: SURFACE MOTION
 LV0299
 LV0299  HISTORY     - Date     Condition        Report By
 LV0299  HISTORY     - 1944     MONUMENTED       CGS
 LV0299  HISTORY     - 1967     GOOD             CGS
 LV0299  HISTORY     - 19880220 POOR             NGS
 LV0299  HISTORY     - 20030824 POOR             ORBITE
 LV0299
 LV0299                          STATION DESCRIPTION
 LV0299
 LV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0299'AT ARCATA.
 LV0299'AT ARCATA, ALONG G STREET, 0.85 MILE SOUTH OF THE CITY PARK,
 LV0299'0.05 MILE NORTH OF THE JUNCTION OF A ROAD WEST TO CITY OF
 LV0299'ARCATA PUBLIC WORK YARD, AT THE NORTH END OF A CURVE IN THE
 LV0299'STREET, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 LV0299'WALL OF A 4- BY 9-FOOT CONCRETE BOX CULVERT WITH WOODEN
 LV0299'GUARDRAILS, 13 FEET EAST OF THE CENTER LINE OF THE STREET, 50
 LV0299'FEET SOUTHEAST OF THE EAST LEG OF A STEEL TOWER OF A POWER
 LV0299'TRANSMISSION LINE, AND ABOUT LEVEL WITH THE STREET.  1.0 MILE
 LV0299'NORTH OF BENCH MARK G 75 RESET 1954.
 LV0299
 LV0299                          STATION RECOVERY (1988)
 LV0299
 LV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0299'RECOVERED IN POOR CONDITION.  THE DISK IS A STEEL DISK USED IN THE
 LV0299'40S AND IT HAS RUSTED AND THE STAMPING IS ILLEGIBLE.
 LV0299
 LV0299                          STATION RECOVERY (2003)
 LV0299
 LV0299'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV0299'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0849 ***********************************************************************
 JT0849  DESIGNATION -  P 736
 JT0849  PID         -  JT0849
 JT0849  STATE/COUNTY-  CA/SONOMA
 JT0849  USGS QUAD   -  SEBASTOPOL (1980)
 JT0849
 JT0849                         *CURRENT SURVEY CONTROL
 JT0849  ___________________________________________________________________
 JT0849* NAD 83(1986)-  38 24 59.     (N)    122 45 55.     (W)     SCALED    
 JT0849* NAVD 88     -        29.85   (+/-2cm)      97.9    (feet)  VERTCON   
 JT0849  ___________________________________________________________________
 JT0849  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 JT0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0849
 JT0849.The horizontal coordinates were scaled from a topographic map and have
 JT0849.an estimated accuracy of +/- 6 seconds.
 JT0849.
 JT0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0849
 JT0849.The vertical order pertains to the NGVD 29 superseded value.
 JT0849
 JT0849.The geoid height was determined by GEOID09.
 JT0849
 JT0849;                    North         East    Units  Estimated Accuracy
 JT0849;SPC CA 2     -   583,510.    1,933,170.      MT  (+/- 180 meters Scaled)
 JT0849
 JT0849                          SUPERSEDED SURVEY CONTROL
 JT0849
 JT0849  NGVD 29 (??/??/92)   28.996  (m)           95.13   (f) ADJ UNCH    2 0
 JT0849
 JT0849.Superseded values are not recommended for survey control.
 JT0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0849.See file dsdata.txt to determine how the superseded data were derived.
 JT0849
 JT0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH204520(NAD 83)
 JT0849
 JT0849_MARKER: DB = BENCH MARK DISK
 JT0849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT0849_SP_SET: APRON
 JT0849_STAMPING: P 736 1944
 JT0849_MARK LOGO: CGS   
 JT0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0849
 JT0849  HISTORY     - Date     Condition        Report By
 JT0849  HISTORY     - 1944     MONUMENTED       CGS
 JT0849  HISTORY     - 1960     GOOD             CGS
 JT0849  HISTORY     - 1987     GOOD             NGS
 JT0849
 JT0849                          STATION DESCRIPTION
 JT0849
 JT0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0849'AT SANTA ROSA NAVAL AIR STATION.
 JT0849'AT THE SANTA ROSA NAVAL AUX. AIR STATION, ABOUT 0.2 MILE SOUTHWEST
 JT0849'OF THE CONTROL TOWER, AT HANGAR BUILDING 26, AT THE WEST END OF THE
 JT0849'EAST CENTER RAIL FOR THE ROLLERS OF THE HANGAR DOORS, 65.5 FEET
 JT0849'WEST OF THE SOUTHEAST CORNER OF THE HANGAR, A STANDARD DISK
 JT0849'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE HANGAR
 JT0849'DOORS AND FLUSH WITH THE CONCRETE FLOORING.
 JT0849
 JT0849                          STATION RECOVERY (1987)
 JT0849
 JT0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0849'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SANTA
 JT0849'ROSA, AT 4000 FINLEY AVENUE, IN THE CONCRETE APORN NEAR THE WEST END
 JT0849'OF THE B.M. CORPORATION HANGAR, AND 20.3 M (66.6 FT) WEST OF THE
 JT0849'SOUTHEAST CORNER OF THE HANGER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2637 ***********************************************************************
 GU2637  DESIGNATION -  P 738
 GU2637  PID         -  GU2637
 GU2637  STATE/COUNTY-  CA/SAN BENITO
 GU2637  USGS QUAD   -  SAN FELIPE (1971)
 GU2637
 GU2637                         *CURRENT SURVEY CONTROL
 GU2637  ___________________________________________________________________
 GU2637* NAD 83(1986)-  36 53 19.     (N)    121 24 03.     (W)     SCALED    
 GU2637* NAVD 88     -        70.22   (+/-2cm)     230.4    (feet)  VERTCON   
 GU2637  ___________________________________________________________________
 GU2637  GEOID HEIGHT-         -33.02  (meters)                     GEOID09
 GU2637  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2637
 GU2637.The horizontal coordinates were scaled from a topographic map and have
 GU2637.an estimated accuracy of +/- 6 seconds.
 GU2637.
 GU2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2637
 GU2637.The vertical order pertains to the NGVD 29 superseded value.
 GU2637
 GU2637.The geoid height was determined by GEOID09.
 GU2637
 GU2637;                    North         East    Units  Estimated Accuracy
 GU2637;SPC CA 4     -   675,250.    1,786,020.      MT  (+/- 180 meters Scaled)
 GU2637
 GU2637                          SUPERSEDED SURVEY CONTROL
 GU2637
 GU2637  NGVD 29 (??/??/92)   69.366  (m)          227.58   (f) ADJ UNCH    1 2
 GU2637
 GU2637.Superseded values are not recommended for survey control.
 GU2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2637.See file dsdata.txt to determine how the superseded data were derived.
 GU2637
 GU2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF425837(NAD 83)
 GU2637
 GU2637_MARKER: DB = BENCH MARK DISK
 GU2637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2637_SP_SET: CONCRETE FOUNDATION
 GU2637_STAMPING: P 738 1945
 GU2637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2637
 GU2637  HISTORY     - Date     Condition        Report By
 GU2637  HISTORY     - 1945     MONUMENTED       CGS
 GU2637  HISTORY     - 1948     GOOD             CGS
 GU2637
 GU2637                          STATION DESCRIPTION
 GU2637
 GU2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2637'2.5 MI N FROM HOLLISTER.
 GU2637'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 25 AND 156 FROM THE
 GU2637'COURTHOUSE AT HOLLISTER, AT HOLLISTER NAVAL AUXILIARY AIR STATION,
 GU2637'AT THE HANGAR, 81.8 FEET NORTHWEST OF THE SOUTH CORNER, AT THE
 GU2637'CENTER LINE OF THE BUILDING, IN THE TOP OF A THE CONCRETE FOUNDATION
 GU2637'FOR THE DOORS, AND 1.7 FEET SOUTHWEST OF THE NORTHEAST DOOR RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0105 ***********************************************************************
 DC0105  DESIGNATION -  P 741
 DC0105  PID         -  DC0105
 DC0105  STATE/COUNTY-  CA/SAN DIEGO
 DC0105  USGS QUAD   -  OTAY MESA (1975)
 DC0105
 DC0105                         *CURRENT SURVEY CONTROL
 DC0105  ___________________________________________________________________
 DC0105* NAD 83(1986)-  32 34 05.     (N)    116 59 38.     (W)     SCALED    
 DC0105* NAVD 88     -       155.11   (+/-2cm)     508.9    (feet)  VERTCON   
 DC0105  ___________________________________________________________________
 DC0105  GEOID HEIGHT-         -34.64  (meters)                     GEOID09
 DC0105  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0105
 DC0105.This mark is at Brown Fld Municipal Airport (SDM)
 DC0105
 DC0105.The horizontal coordinates were scaled from a topographic map and have
 DC0105.an estimated accuracy of +/- 6 seconds.
 DC0105.
 DC0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0105
 DC0105.The vertical order pertains to the NGVD 29 superseded value.
 DC0105
 DC0105.The geoid height was determined by GEOID09.
 DC0105
 DC0105;                    North         East    Units  Estimated Accuracy
 DC0105;SPC CA 6     -   544,770.    1,930,140.      MT  (+/- 180 meters Scaled)
 DC0105
 DC0105                          SUPERSEDED SURVEY CONTROL
 DC0105
 DC0105  NGVD 29 (??/??/??)  154.427  (m)          506.65   (f) ADJUSTED    1 2
 DC0105
 DC0105.Superseded values are not recommended for survey control.
 DC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0105.See file dsdata.txt to determine how the superseded data were derived.
 DC0105
 DC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS005034(NAD 83)
 DC0105
 DC0105_MARKER: DB = BENCH MARK DISK
 DC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0105_STAMPING: P 741 1945
 DC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0105+STABILITY: SURFACE MOTION
 DC0105
 DC0105  HISTORY     - Date     Condition        Report By
 DC0105  HISTORY     - 1945     MONUMENTED       CGS
 DC0105  HISTORY     - 1955     GOOD             CGS
 DC0105  HISTORY     - 1969     GOOD             CA-073
 DC0105  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0105
 DC0105                          STATION DESCRIPTION
 DC0105
 DC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0105'AT BROWN FIELD NAAS.
 DC0105'AT BROWN FIELD NAVAL AUXILIARY AIR STATION, AT THE INTERSECTION
 DC0105'OF FIRST AND B STREETS, 126.1 FEET EAST OF THE EAST CORNER OF THE
 DC0105'GUARDHOUSE, 46.1 FEET WEST OF THE NORTHWEST CORNER OF NAVY INSPECTORS
 DC0105'OFFICE, 42 1/2 FEET NORTH OF THE CENTER LINE OF BROWNFIELD ROAD, 18
 DC0105'FEET SOUTH OF THE CENTER LINE OF FIRST STREET, 15.9 FEET NORTH OF A
 DC0105'FENCE, 12 FEET NORTHEAST OF A LONE 18-INCH EUCALYPTUS TREE, AND SET
 DC0105'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 DC0105
 DC0105                          STATION RECOVERY (1969)
 DC0105
 DC0105'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0105'RECOVERED IN GOOD CONDITION.
 DC0105
 DC0105                          STATION RECOVERY (1987)
 DC0105
 DC0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0105'NOT RECOVERED.  BELIEVED DESTROYED OR BURIED, THE ENTIRE AREA WAS
 DC0105'GRADED LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0201 ***********************************************************************
 LU0201  DESIGNATION -  P 742
 LU0201  PID         -  LU0201
 LU0201  STATE/COUNTY-  CA/SHASTA
 LU0201  USGS QUAD   -  COTTONWOOD (1965)
 LU0201
 LU0201                         *CURRENT SURVEY CONTROL
 LU0201  ___________________________________________________________________
 LU0201* NAD 83(1986)-  40 29 54.     (N)    122 17 42.     (W)     SCALED    
 LU0201* NAVD 88     -       149.34   (+/-2cm)     490.0    (feet)  VERTCON   
 LU0201  ___________________________________________________________________
 LU0201  GEOID HEIGHT-         -27.81  (meters)                     GEOID09
 LU0201  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0201
 LU0201.This mark is at Redding Municipal Airport (RDD)
 LU0201
 LU0201.The horizontal coordinates were scaled from a topographic map and have
 LU0201.an estimated accuracy of +/- 6 seconds.
 LU0201.
 LU0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0201
 LU0201.The vertical order pertains to the NGVD 29 superseded value.
 LU0201
 LU0201.The geoid height was determined by GEOID09.
 LU0201
 LU0201;                    North         East    Units  Estimated Accuracy
 LU0201;SPC CA 1     -   629,400.    1,975,000.      MT  (+/- 180 meters Scaled)
 LU0201
 LU0201                          SUPERSEDED SURVEY CONTROL
 LU0201
 LU0201  NGVD 29 (??/??/92)  148.555  (m)          487.38   (f) ADJ UNCH    1 2
 LU0201
 LU0201.Superseded values are not recommended for survey control.
 LU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0201.See file dsdata.txt to determine how the superseded data were derived.
 LU0201
 LU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597833(NAD 83)
 LU0201
 LU0201_MARKER: P = PIPE CAP
 LU0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0201_SP_SET: METAL PIPE IN CONCRETE
 LU0201_STAMPING: P 742
 LU0201_MARK LOGO: USE   
 LU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0201+STABILITY: SURFACE MOTION
 LU0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0201+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0201
 LU0201  HISTORY     - Date     Condition        Report By
 LU0201  HISTORY     - UNK      MONUMENTED       DOD
 LU0201  HISTORY     - 1947     GOOD             CGS
 LU0201  HISTORY     - 1960     GOOD             CGS
 LU0201  HISTORY     - 19880622 GOOD             NGS
 LU0201  HISTORY     - 20040211 POOR             CADT
 LU0201
 LU0201                          STATION DESCRIPTION
 LU0201
 LU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0201'3.8 MI N FROM ANDERSON.
 LU0201'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 LU0201'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 3.6 MILES
 LU0201'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD), AT THE SOUTH
 LU0201'END OF REDDING MUNICIPAL AIRPORT, 970 FEET SOUTH OF THE SOUTH
 LU0201'END OF NORTH-AND-SOUTH RUNWAY 1, IN LINE WITH THE PROLONGATION
 LU0201'TO THE SOUTH OF THE CENTERLINE OF THE RUNWAY, 186 FEET EAST OF THE
 LU0201'CENTER OF A RIGHT-ANGLE TURN TO THE SOUTH IN THE COUNTY ROAD
 LU0201'PARALLELING THE SOUTH BOUNDARY FENCE, IN LINE WITH THE PROLONGATION
 LU0201'TO THE EAST OF THE CENTERLINE OF THE ROAD, AND 0.2 FOOT NORTH OF
 LU0201'THE FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 LU0201'STAMPED P 742 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET
 LU0201'IN A 20-INCH CONCRETE BLOCK PROJECTING 0.8 FOOT ABOVE GROUND.
 LU0201
 LU0201                          STATION RECOVERY (1960)
 LU0201
 LU0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LU0201'RECOVERED IN GOOD CONDITION.
 LU0201
 LU0201                          STATION RECOVERY (1988)
 LU0201
 LU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0201'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM
 LU0201'(3.10 MI) NORTHERLY ALONG NORTH STREET AND AIRPORT ROAD FROM THE
 LU0201'JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN ANDERSON, THENCE 0.8 KM
 LU0201'(0.50 MI) NORTH ALONG A TRACK ROAD.
 LU0201
 LU0201                          STATION RECOVERY (2004)
 LU0201
 LU0201'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 LU0201'MARK WAS STRUCK BY EQUIPMENT WORKING IN THE AREA AND IS NOW SLIGHTLY
 LU0201'BENT TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1005 ***********************************************************************
 KS1005  DESIGNATION -  P 743
 KS1005  PID         -  KS1005
 KS1005  STATE/COUNTY-  CA/BUTTE
 KS1005  USGS QUAD   -  PALERMO (1970)
 KS1005
 KS1005                         *CURRENT SURVEY CONTROL
 KS1005  ___________________________________________________________________
 KS1005* NAD 83(1986)-  39 29 54.     (N)    121 36 50.     (W)     SCALED    
 KS1005* NAVD 88     -        60.298  (meters)     197.83   (feet)  ADJUSTED  
 KS1005  ___________________________________________________________________
 KS1005  GEOID HEIGHT-         -27.96  (meters)                     GEOID09
 KS1005  DYNAMIC HT  -          60.264 (meters)     197.72  (feet)  COMP
 KS1005  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KS1005
 KS1005  VERT ORDER  -  FIRST     CLASS II
 KS1005
 KS1005.This mark is at Oroville Municipal Airport (OVE)
 KS1005
 KS1005.The horizontal coordinates were scaled from a topographic map and have
 KS1005.an estimated accuracy of +/- 6 seconds.
 KS1005.
 KS1005.The orthometric height was determined by differential leveling and
 KS1005.adjusted in June 1991.
 KS1005
 KS1005.The geoid height was determined by GEOID09.
 KS1005
 KS1005.The dynamic height is computed by dividing the NAVD 88
 KS1005.geopotential number by the normal gravity value computed on the
 KS1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1005.degrees latitude (g = 980.6199 gals.).
 KS1005
 KS1005.The modeled gravity was interpolated from observed gravity values.
 KS1005
 KS1005;                    North         East    Units  Estimated Accuracy
 KS1005;SPC CA 2     -   703,400.    2,033,210.      MT  (+/- 180 meters Scaled)
 KS1005
 KS1005                          SUPERSEDED SURVEY CONTROL
 KS1005
 KS1005  NGVD 29 (??/??/??)   59.584  (m)          195.49   (f) ADJUSTED    1 2
 KS1005
 KS1005.Superseded values are not recommended for survey control.
 KS1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1005.See file dsdata.txt to determine how the superseded data were derived.
 KS1005
 KS1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ191729(NAD 83)
 KS1005
 KS1005_MARKER: DB = BENCH MARK DISK
 KS1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1005_STAMPING: P 743 1944
 KS1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1005+STABILITY: SURFACE MOTION
 KS1005
 KS1005  HISTORY     - Date     Condition        Report By
 KS1005  HISTORY     - 1944     MONUMENTED       CGS
 KS1005  HISTORY     - 1948     GOOD             CGS
 KS1005  HISTORY     - 19880728 MARK NOT FOUND   NGS
 KS1005
 KS1005                          STATION DESCRIPTION
 KS1005
 KS1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1005'3.9 MI W FROM OROVILLE.
 KS1005'1.6 MILES WEST AND SOUTH ALONG STATE HIGHWAY 24 FROM THE BANK
 KS1005'OF AMERICA BUILDING AT OROVILLE, BUTTE COUNTY, THENCE 2.3 MILES
 KS1005'WEST ALONG THE OROVILLE-RICHVALE ROAD, AT OROVILLE MUNICIPAL
 KS1005'AIRPORT, AT THE MAIN GATE TO THE OPERATIONS AREA, 124 FEET
 KS1005'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.5 FEET EAST OF
 KS1005'THE CENTERLINE OF THE GATE AT A PAVED DRIVE LEADING SOUTH INTO
 KS1005'THE AIRPORT, 6.8 FEET EAST OF THE EAST GATEPOST, 2 FEET EAST OF
 KS1005'AN IRON POST AT A FENCE CORNER, AND 1 FOOT WEST OF A WHITE
 KS1005'WOODEN WITNESS POST.  AN IRON BENCH-MARK DISK, STAMPED P 743
 KS1005'1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 KS1005'ABOVE GROUND.
 KS1005
 KS1005                          STATION RECOVERY (1988)
 KS1005
 KS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0980 ***********************************************************************
 JS0980  DESIGNATION -  P 744
 JS0980  PID         -  JS0980
 JS0980  STATE/COUNTY-  CA/SACRAMENTO
 JS0980  USGS QUAD   -  RIO LINDA (1992)
 JS0980
 JS0980                         *CURRENT SURVEY CONTROL
 JS0980  ___________________________________________________________________
 JS0980* NAD 83(1986)-  38 39 37.     (N)    121 23 33.     (W)     SCALED    
 JS0980* NAVD 88     -        25.69   (+/-2cm)      84.3    (feet)  VERTCON   
 JS0980  ___________________________________________________________________
 JS0980  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 JS0980  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0980
 JS0980.The horizontal coordinates were scaled from a topographic map and have
 JS0980.an estimated accuracy of +/- 6 seconds.
 JS0980.
 JS0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0980
 JS0980.The vertical order pertains to the NGVD 29 superseded value.
 JS0980
 JS0980.The geoid height was determined by GEOID09.
 JS0980
 JS0980;                    North         East    Units  Estimated Accuracy
 JS0980;SPC CA 2     -   610,470.    2,052,870.      MT  (+/- 180 meters Scaled)
 JS0980
 JS0980                          SUPERSEDED SURVEY CONTROL
 JS0980
 JS0980  NGVD 29 (??/??/92)   24.915  (m)           81.74   (f) ADJ UNCH    1 2
 JS0980
 JS0980.Superseded values are not recommended for survey control.
 JS0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0980.See file dsdata.txt to determine how the superseded data were derived.
 JS0980
 JS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH398803(NAD 83)
 JS0980
 JS0980_MARKER: DB = BENCH MARK DISK
 JS0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0980_SP_SET: BRIDGE
 JS0980_STAMPING: P 744 1945
 JS0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0980+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 JS0980
 JS0980  HISTORY     - Date     Condition        Report By
 JS0980  HISTORY     - 1945     MONUMENTED       CGS
 JS0980  HISTORY     - 20050731 GOOD             GEOCAC
 JS0980  HISTORY     - 20110710 GOOD             WHPACI
 JS0980
 JS0980                          STATION DESCRIPTION
 JS0980
 JS0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0980'6.6 MI NE FROM SACRAMENTO.
 JS0980'AT MC CLELLAN FIELD, SET VERTICALLY IN THE WEST FACE OF THE
 JS0980'CONCRETE OPERATIONS AND HANGAR BUILDING ON TOP OF WHICH THE
 JS0980'CONTROL TOWER IS LOCATED, 1.0 FOOT SOUTH OF THE NORTHWEST
 JS0980'CORNER OF THE BUILDING, 4.5 FEET ABOVE THE GROUND.  A STANDARD
 JS0980'DISK, STAMPED P 744 1945.  NOTE-- TO REACH MC CLELLAN FIELD FROM
 JS0980'THE CONTROL TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC
 JS0980'RAILWAY LINES AT SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55
 JS0980'MILES TO THE BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0980
 JS0980                          STATION RECOVERY (2005)
 JS0980
 JS0980'RECOVERY NOTE BY GEOCACHING 2005 (NC)
 JS0980'BM HAS BEEN PAINTED A FEW TIMES, BUT PAINT WAS REMOVED PARTIALLY. IT
 JS0980'FILLS IN THE LETTERING AND NUMBERS. IT IS SUNK INTO THE BUILDING WALL
 JS0980'ABOUT 4-6 INCHES. IT APPEARS THE WALLS MAY HAVE BEEN REDONE  AFTER THE
 JS0980'BM WAS INSTALLED. IT IS LOCATED BEHIND SECURITY ON THE ACTIVE FLIGHT
 JS0980'LINE AND NOT AVAILABLE TO THE GENERAL PUBLIC.
 JS0980
 JS0980                          STATION RECOVERY (2011)
 JS0980
 JS0980'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2011 (WHP)
 JS0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0742 ***********************************************************************
 GT0742  DESIGNATION -  P 746
 GT0742  PID         -  GT0742
 GT0742  STATE/COUNTY-  CA/KINGS
 GT0742  USGS QUAD   -  WESTHAVEN (1981)
 GT0742
 GT0742                         *CURRENT SURVEY CONTROL
 GT0742  ___________________________________________________________________
 GT0742* NAD 83(1986)-  36 14 59.     (N)    119 56 27.     (W)     SCALED    
 GT0742* NAVD 88     -        74.07   (+/-2cm)     243.0    (feet)  VERTCON   
 GT0742  ___________________________________________________________________
 GT0742  GEOID HEIGHT-         -33.79  (meters)                     GEOID09
 GT0742  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0742
 GT0742.The horizontal coordinates were scaled from a topographic map and have
 GT0742.an estimated accuracy of +/- 6 seconds.
 GT0742.
 GT0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0742
 GT0742.The vertical order pertains to the NGVD 29 superseded value.
 GT0742
 GT0742.The geoid height was determined by GEOID09.
 GT0742
 GT0742;                    North         East    Units  Estimated Accuracy
 GT0742;SPC CA 4     -   602,100.    1,915,440.      MT  (+/- 180 meters Scaled)
 GT0742
 GT0742                          SUPERSEDED SURVEY CONTROL
 GT0742
 GT0742  NGVD 29 (??/??/92)   73.189  (m)          240.12   (f) ADJ UNCH    1 2
 GT0742
 GT0742.Superseded values are not recommended for survey control.
 GT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0742.See file dsdata.txt to determine how the superseded data were derived.
 GT0742
 GT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA357156(NAD 83)
 GT0742
 GT0742_MARKER: DB = BENCH MARK DISK
 GT0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0742_STAMPING: P 746 1945
 GT0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0742+STABILITY: SURFACE MOTION
 GT0742
 GT0742  HISTORY     - Date     Condition        Report By
 GT0742  HISTORY     - 1945     MONUMENTED       CGS
 GT0742  HISTORY     - 1957     GOOD             CGS
 GT0742  HISTORY     - 1966     GOOD             CGS
 GT0742
 GT0742                          STATION DESCRIPTION
 GT0742
 GT0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GT0742'AT LEMOORE AIR FIELD.
 GT0742'AT LEMOORE AIR FIELD, IN R19E T19S, IN THE NORTHEAST QUARTER OF
 GT0742'SECTION 30, 0.2 MILE SOUTH OF BENCH MARK Q 746 (USE), AT THE
 GT0742'CONTROL TOWER, 1.5 FEET SOUTH OF A POINT WHERE THE IRON BEAMS
 GT0742'CONNECTING THE FOUR LEGS OF THE TOWER CROSS, ABOUT LEVEL WITH A
 GT0742'PAVED DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GT0742'0.3 FOOT ABOVE THE GROUND.
 GT0742
 GT0742                          STATION RECOVERY (1966)
 GT0742
 GT0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GT0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0556 ***********************************************************************
 DB0556  DESIGNATION -  P 750
 DB0556  PID         -  DB0556
 DB0556  STATE/COUNTY-  CA/IMPERIAL
 DB0556  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0556
 DB0556                         *CURRENT SURVEY CONTROL
 DB0556  ___________________________________________________________________
 DB0556* NAD 83(1986)-  32 50 30.     (N)    115 16 31.     (W)     SCALED    
 DB0556* NAVD 88     -        17.204  (meters)      56.44   (feet)  READJUSTED
 DB0556  ___________________________________________________________________
 DB0556  GEOID HEIGHT-         -34.50  (meters)                     GEOID09
 DB0556  DYNAMIC HT  -          17.18  (meters)      56.4   (feet)  COMP
 DB0556  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 DB0556
 DB0556  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0556
 DB0556.The horizontal coordinates were scaled from a topographic map and have
 DB0556.an estimated accuracy of +/- 6 seconds.
 DB0556.
 DB0556.The orthometric height was determined by differential leveling
 DB0556.and adjusted in January 1995.
 DB0556
 DB0556.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0556.distribution rate of 0.0 thru 1.0 mm/km.
 DB0556
 DB0556.The height was derived from older observations constrained to new
 DB0556.heights in a crustal motion area.  The height is approximate in
 DB0556.relation to other heights in its vicinity.
 DB0556
 DB0556.The geoid height was determined by GEOID09.
 DB0556
 DB0556.The dynamic height is computed by dividing the NAVD 88
 DB0556.geopotential number by the normal gravity value computed on the
 DB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0556.degrees latitude (g = 980.6199 gals.).
 DB0556
 DB0556.The modeled gravity was interpolated from observed gravity values.
 DB0556
 DB0556;                    North         East    Units  Estimated Accuracy
 DB0556;SPC CA 6     -   575,290.    2,091,250.      MT  (+/- 180 meters Scaled)
 DB0556
 DB0556                          SUPERSEDED SURVEY CONTROL
 DB0556
 DB0556  NGVD 29 (??/??/??)   16.493  (m)           54.11   (f) ADJUSTED    1 2
 DB0556
 DB0556.Superseded values are not recommended for survey control.
 DB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0556.See file dsdata.txt to determine how the superseded data were derived.
 DB0556
 DB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS614350(NAD 83)
 DB0556
 DB0556_MARKER: DB = BENCH MARK DISK
 DB0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0556_SP_SET: CONCRETE POST
 DB0556_STAMPING: P 750 1945
 DB0556_MARK LOGO: CGS   
 DB0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0556+STABILITY: SURFACE MOTION
 DB0556
 DB0556  HISTORY     - Date     Condition        Report By
 DB0556  HISTORY     - 1945     MONUMENTED       CGS
 DB0556  HISTORY     - 1971     GOOD             NGS
 DB0556  HISTORY     - 1974     GOOD             NGS
 DB0556  HISTORY     - 1977     GOOD
 DB0556  HISTORY     - 1980     GOOD             BOR
 DB0556  HISTORY     - 1985     MARK NOT FOUND   CA-025
 DB0556
 DB0556                          STATION DESCRIPTION
 DB0556
 DB0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0556'7 MI NE FROM HOLTVILLE.
 DB0556'FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND HOLT AVE. IN
 DB0556'HOLTVILLE, PROCEED N. 1.5 MILES TO THE INTERSECTION OF HOLT AVE.
 DB0556'AND NORRISH RD. PROCEED E. ON NORRISH RD. TO THE EAST HIGHLINE
 DB0556'CANAL (ABOUT 5.4 MILES), UPON CROSSING THE CANAL BEAR LEFT 45
 DB0556'DEGREES ONTO OLD MACADAM ROAD, CONTINUE FOR 0.9 MILES TO THE
 DB0556'EDGE OF THE HOLTVILLE OUTLYING FIELD AIRSTRIP.  THE BENCH MARK
 DB0556'IS APPROXIMATELY 30 FT. N.E. OF A POWER POLE, AND ABOUT 4 FT. E.
 DB0556'OF THE TURNBUCKLE ON A GUYWIRE, AND ABOUT 6 FT. E OF THE ROAD.
 DB0556'SECTION 13, T 15 S, R 16 E.
 DB0556
 DB0556                          STATION RECOVERY (1974)
 DB0556
 DB0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0556'RECOVERED IN GOOD CONDITION.
 DB0556
 DB0556                          STATION RECOVERY (1977)
 DB0556
 DB0556'RECOVERED 1977
 DB0556'RECOVERED IN GOOD CONDITION.
 DB0556
 DB0556                          STATION RECOVERY (1980)
 DB0556
 DB0556'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0556'RECOVERED IN GOOD CONDITION.
 DB0556
 DB0556                          STATION RECOVERY (1985)
 DB0556
 DB0556'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0556'NOT FOUND AT THIS TIME AFTER A THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0194 ***********************************************************************
 EV0194  DESIGNATION -  P 752
 EV0194  PID         -  EV0194
 EV0194  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0194  USGS QUAD   -  VICTORVILLE (1993)
 EV0194
 EV0194                         *CURRENT SURVEY CONTROL
 EV0194  ___________________________________________________________________
 EV0194* NAD 83(1986)-  34 35 12.     (N)    117 22 27.     (W)     SCALED    
 EV0194* NAVD 88     -       875.97   (+/-2cm)    2873.9    (feet)  VERTCON   
 EV0194  ___________________________________________________________________
 EV0194  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0194  VERT ORDER  -  THIRD (See Below)
 EV0194
 EV0194.The horizontal coordinates were scaled from a topographic map and have
 EV0194.an estimated accuracy of +/- 6 seconds.
 EV0194.
 EV0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0194
 EV0194.The vertical order pertains to the NGVD 29 superseded value.
 EV0194
 EV0194.The geoid height was determined by GEOID09.
 EV0194
 EV0194;                    North         East    Units  Estimated Accuracy
 EV0194;SPC CA 5     -   620,720.    2,057,410.      MT  (+/- 180 meters Scaled)
 EV0194
 EV0194                          SUPERSEDED SURVEY CONTROL
 EV0194
 EV0194  NGVD 29 (??/??/??)  875.13   (m)         2871.2    (f) RESET       3  
 EV0194
 EV0194.Superseded values are not recommended for survey control.
 EV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0194.See file dsdata.txt to determine how the superseded data were derived.
 EV0194
 EV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU656272(NAD 83)
 EV0194
 EV0194_MARKER: DD = SURVEY DISK
 EV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0194_STAMPING: P 752
 EV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0194+STABILITY: SURFACE MOTION
 EV0194
 EV0194  HISTORY     - Date     Condition        Report By
 EV0194  HISTORY     - UNK      MONUMENTED       DOD
 EV0194  HISTORY     - 1956     GOOD             CGS
 EV0194  HISTORY     - 1961     GOOD             DOD
 EV0194
 EV0194                          STATION DESCRIPTION
 EV0194
 EV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0194'AT GEORGE AIR FORCE BASE.
 EV0194'AT GEORGE AIR FORCE BASE (FORMERLY VICTORVILLE ARMY AIR FIELD),
 EV0194'160.3 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE SOUTHEAST ONE
 EV0194'OF TWO CONTROL TOWERS, ABOUT MIDWAY BETWEEN THE TWO NORTHWEST
 EV0194'ENTRANCE TO THE OPERATIONS BUILDING, 6.7 FEET NORTHWEST OF THE
 EV0194'NORTHWEST WALL OF THE BUILDING, 4.4 FEET SOUTHEAST OF THE
 EV0194'SOUTHEAST EDGE OF A CONCRETE WALK JOINING THE ENTRANCES, 2.7
 EV0194'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALK LEADING
 EV0194'TO A SMALL UTILITY HOUSE, ABOUT LEVEL WITH THE CONCRETE WALKS,
 EV0194'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EV0194'THE GROUND.  NOTE-- BECAUSE OF AN OVERHEAD OBSTRUCTION ROD COULD
 EV0194'NOT BE HELD ON DISK, THE TAPE WAS USED.
 EV0194
 EV0194                          STATION RECOVERY (1961)
 EV0194
 EV0194'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 EV0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0781 ***********************************************************************
 DX0781  DESIGNATION -  P 753
 DX0781  PID         -  DX0781
 DX0781  STATE/COUNTY-  CA/RIVERSIDE
 DX0781  USGS QUAD   -  PALM SPRINGS (1996)
 DX0781
 DX0781                         *CURRENT SURVEY CONTROL
 DX0781  ___________________________________________________________________
 DX0781* NAD 83(1986)-  33 49 45.     (N)    116 30 28.     (W)     SCALED    
 DX0781* NAVD 88     -       131.48   (+/-2cm)     431.4    (feet)  VERTCON   
 DX0781  ___________________________________________________________________
 DX0781  GEOID HEIGHT-         -32.39  (meters)                     GEOID09
 DX0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0781
 DX0781.This mark is at Palm Springs Regional Airport (PSP)
 DX0781
 DX0781.The horizontal coordinates were scaled from a topographic map and have
 DX0781.an estimated accuracy of +/- 6 seconds.
 DX0781.
 DX0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0781
 DX0781.The vertical order pertains to the NGVD 29 superseded value.
 DX0781
 DX0781.The geoid height was determined by GEOID09.
 DX0781
 DX0781;                    North         East    Units  Estimated Accuracy
 DX0781;SPC CA 6     -   684,410.    1,976,140.      MT  (+/- 180 meters Scaled)
 DX0781
 DX0781                          SUPERSEDED SURVEY CONTROL
 DX0781
 DX0781  NGVD 29 (??/??/??)  130.764  (m)          429.01   (f) ADJUSTED    1 2
 DX0781
 DX0781.Superseded values are not recommended for survey control.
 DX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0781.See file dsdata.txt to determine how the superseded data were derived.
 DX0781
 DX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT455433(NAD 83)
 DX0781
 DX0781_MARKER: DB = BENCH MARK DISK
 DX0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0781_STAMPING: P 753 1945
 DX0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0781+STABILITY: SURFACE MOTION
 DX0781
 DX0781  HISTORY     - Date     Condition        Report By
 DX0781  HISTORY     - 1945     MONUMENTED       CGS
 DX0781  HISTORY     - 1960     GOOD             CGS
 DX0781  HISTORY     - 1965     GOOD             CGS
 DX0781  HISTORY     - 1981     GOOD             USGS
 DX0781
 DX0781                          STATION DESCRIPTION
 DX0781
 DX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DX0781'AT PALM SPRINGS AIRPORT.
 DX0781'THE MARK IS AT THE PALM SPRINGS AIRPORT, 0.45 MILE NORTH OF THE
 DX0781'CONTROL TOWER, 300 FEET WEST OF THE CROSSING OF THE RUNWAYS,
 DX0781'178.0 FEET WEST SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHWEST
 DX0781'OF THE RUNWAY CROSSING, 137.0 FEET NORTH OF THE NORTH EDGE OF
 DX0781'TAXIWAY LEADING TO THE RUNWAY CROSSING, 5.2 FEET WEST OF IRON CAP
 DX0781'ON TOP OF CENTER OF CIRCULAR CONCRETE BLOCK FOR ELECTRIC CIRCUIT
 DX0781'CONTROL WELL, AND SET IN TOP OF A CIRCULAR CONCRETE POST PROJECTING
 DX0781'ABOUT 4 INCHES.
 DX0781
 DX0781                          STATION RECOVERY (1965)
 DX0781
 DX0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DX0781'RECOVERED IN GOOD CONDITION.
 DX0781
 DX0781                          STATION RECOVERY (1981)
 DX0781
 DX0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DX0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1716 ***********************************************************************
 FU1716  DESIGNATION -  P 89
 FU1716  PID         -  FU1716
 FU1716  STATE/COUNTY-  CA/KERN
 FU1716  USGS QUAD   -  OILDALE (1973)
 FU1716
 FU1716                         *CURRENT SURVEY CONTROL
 FU1716  ___________________________________________________________________
 FU1716* NAD 83(1986)-  35 25 22.     (N)    119 03 45.     (W)     SCALED    
 FU1716* NAVD 88     -       134.18   (+/-2cm)     440.2    (feet)  VERTCON   
 FU1716  ___________________________________________________________________
 FU1716  GEOID HEIGHT-         -33.29  (meters)                     GEOID09
 FU1716  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1716
 FU1716.The horizontal coordinates were scaled from a topographic map and have
 FU1716.an estimated accuracy of +/- 6 seconds.
 FU1716.
 FU1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1716
 FU1716.The vertical order pertains to the NGVD 29 superseded value.
 FU1716
 FU1716.The geoid height was determined by GEOID09.
 FU1716
 FU1716;                    North         East    Units  Estimated Accuracy
 FU1716;SPC CA 5     -   713,800.    1,903,510.      MT  (+/- 180 meters Scaled)
 FU1716
 FU1716                          SUPERSEDED SURVEY CONTROL
 FU1716
 FU1716  NGVD 29 (??/??/92)  133.346  (m)          437.49   (f) ADJ UNCH    1 2
 FU1716
 FU1716.Superseded values are not recommended for survey control.
 FU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1716.See file dsdata.txt to determine how the superseded data were derived.
 FU1716
 FU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV127218(NAD 83)
 FU1716
 FU1716_MARKER: DB = BENCH MARK DISK
 FU1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1716_STAMPING: 438.549 P 89 1931
 FU1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1716+STABILITY: SURFACE MOTION
 FU1716
 FU1716  HISTORY     - Date     Condition        Report By
 FU1716  HISTORY     - 1931     MONUMENTED       CGS
 FU1716  HISTORY     - 1953     GOOD             CGS
 FU1716  HISTORY     - 1962     MARK NOT FOUND   CGS
 FU1716
 FU1716                          STATION DESCRIPTION
 FU1716
 FU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FU1716'5.1 MI NW FROM BAKERSFIELD.
 FU1716'5.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1716'FROM THE STATION AT BAKERSFIELD, 12 RAILS NORTHWEST OF U.S. HIGHWAY
 FU1716'99 OVERPASS, 47.2 FEET SOUTHEAST OF THE FIFTH POLE NORTHWEST OF
 FU1716'MILEPOLE 308, 40.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 37.4
 FU1716'FEET EAST OF THE EAST CORNER OF BLOCK SIGNAL 3079, 36.0 FEET
 FU1716'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD PARALLELING THE
 FU1716'TRACK, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1716'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 FU1716'ABOVE THE GROUND.  IN R27E T29S S10.
 FU1716
 FU1716                          STATION RECOVERY (1962)
 FU1716
 FU1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FU1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0287 ***********************************************************************
 EU0287  DESIGNATION -  PARKER JUNCTION RM 1
 EU0287  PID         -  EU0287
 EU0287  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0287  USGS QUAD   -  NEEDLES (1975)
 EU0287
 EU0287                         *CURRENT SURVEY CONTROL
 EU0287  ___________________________________________________________________
 EU0287* NAD 83(1986)-  34 46 13.52   (N)    114 35 50.06   (W)     HD_HELD1  
 EU0287* NAVD 88     -       232.68   (+/-2cm)     763.4    (feet)  VERTCON   
 EU0287  ___________________________________________________________________
 EU0287  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 EU0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0287
 EU0287.The horizontal coordinates were established by differentially corrected
 EU0287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 EU0287.
 EU0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0287
 EU0287.The vertical order pertains to the NGVD 29 superseded value.
 EU0287
 EU0287.Photographs are available for this station.
 EU0287
 EU0287.The geoid height was determined by GEOID09.
 EU0287
 EU0287;                    North         East    Units  Estimated Accuracy
 EU0287;SPC CA 5     -   646,192.9   2,311,413.2     MT  (+/- 3 meters HH1 GPS) 
 EU0287
 EU0287                          SUPERSEDED SURVEY CONTROL
 EU0287
 EU0287  NGVD 29 (??/??/??)  232.021  (m)          761.22   (f) ADJUSTED    1 2
 EU0287
 EU0287.Superseded values are not recommended for survey control.
 EU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0287.See file dsdata.txt to determine how the superseded data were derived.
 EU0287
 EU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1988950214(NAD 83)
 EU0287
 EU0287_MARKER: DB = BENCH MARK DISK
 EU0287_SETTING: 80 = SET IN A BOULDER
 EU0287_SP_SET: BOULDER
 EU0287_STAMPING: PARKER JCT NO 1 1934
 EU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0287+STABILITY: SURFACE MOTION
 EU0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0287+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 EU0287
 EU0287  HISTORY     - Date     Condition        Report By
 EU0287  HISTORY     - 1934     MONUMENTED       CGS
 EU0287  HISTORY     - 20050801 GOOD             GEOCAC
 EU0287  HISTORY     - 20100303 GOOD             GEOCAC
 EU0287
 EU0287                          STATION DESCRIPTION
 EU0287
 EU0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EU0287'5.6 MI S FROM NEEDLES.
 EU0287'45.3 FEET NORTHEAST OF TRIANGULATION STATION PARKER JUNCTION,
 EU0287'DESCRIBED ABOVE, 350 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 EU0287'MIDWAY BETWEEN THE TOP OF THE HIGHEST KNOLL IN THE LOCALITY AND
 EU0287'A SADDLE BETWEEN TWO HILLS, IN THE TOP OF A BOULDER, AND ABOUT 6
 EU0287'FEET LOWER THAN THE TOP OF THE KNOLL.  A STANDARD REFERENCE-MARK,
 EU0287'STAMPED PARKER JCT NO 1 1934.  NOTE-- THE ROD WAS HELD ON THE
 EU0287'POINT OF THE ARROW.
 EU0287
 EU0287                          STATION RECOVERY (2005)
 EU0287
 EU0287'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EU0287'HANDHELD COORDINATES ARE N34-46-13.62 W114-35-50.16.
 EU0287
 EU0287                          STATION RECOVERY (2010)
 EU0287
 EU0287'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 EU0287'HH2  344613.2 1143550.5
 EU0287' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1819 ***********************************************************************
 DX1819  DESIGNATION -  PIPE
 DX1819  PID         -  DX1819
 DX1819  STATE/COUNTY-  CA/ORANGE
 DX1819  USGS QUAD   -  EL TORO (1982)
 DX1819
 DX1819                         *CURRENT SURVEY CONTROL
 DX1819  ___________________________________________________________________
 DX1819* NAD 83(1986)-  33 39 51.     (N)    117 44 36.     (W)     SCALED    
 DX1819* NAVD 88     -        75.64   (+/-2cm)     248.2    (feet)  VERTCON   
 DX1819  ___________________________________________________________________
 DX1819  GEOID HEIGHT-         -34.39  (meters)                     GEOID09
 DX1819  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1819
 DX1819.The horizontal coordinates were scaled from a topographic map and have
 DX1819.an estimated accuracy of +/- 6 seconds.
 DX1819.
 DX1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1819
 DX1819.The vertical order pertains to the NGVD 29 superseded value.
 DX1819
 DX1819.The geoid height was determined by GEOID09.
 DX1819
 DX1819;                    North         East    Units  Estimated Accuracy
 DX1819;SPC CA 6     -   667,070.    1,861,510.      MT  (+/- 180 meters Scaled)
 DX1819
 DX1819                          SUPERSEDED SURVEY CONTROL
 DX1819
 DX1819  NGVD 29 (??/??/??)   74.928  (m)          245.83   (f) ADJUSTED    1 2
 DX1819
 DX1819.Superseded values are not recommended for survey control.
 DX1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1819.See file dsdata.txt to determine how the superseded data were derived.
 DX1819
 DX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT310251(NAD 83)
 DX1819
 DX1819_MARKER: DB = BENCH MARK DISK
 DX1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1819_SP_SET: BRIDGE ABUTMENT
 DX1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1819
 DX1819  HISTORY     - Date     Condition        Report By
 DX1819  HISTORY     - UNK      MONUMENTED       CGS
 DX1819  HISTORY     - 1955     GOOD             CGS
 DX1819  HISTORY     - 1958     GOOD             CGS
 DX1819  HISTORY     - 1968     POOR             USGS
 DX1819
 DX1819                          STATION DESCRIPTION
 DX1819
 DX1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1819'1.3 MI E FROM IRVINE.
 DX1819'1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1819'RAILWAY FROM THE STATION AT IRVINE, 0.15 MILE SOUTHEAST OF
 DX1819'MILEPOLE 185, AT SMALL WOODEN CULVERT A 185, IN THE TOP OF THE
 DX1819'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT, 5.9 FEET
 DX1819'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT FLUSH WITH THE TOP OF THE
 DX1819'ABUTMENT, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 DX1819
 DX1819                          STATION RECOVERY (1958)
 DX1819
 DX1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1819'RECOVERED IN GOOD CONDITION.
 DX1819
 DX1819                          STATION RECOVERY (1968)
 DX1819
 DX1819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DX1819'COULD NOT USE THIS MARK IN THE LEVELING. THERE IS NO DEFINITE POINT
 DX1819'TO SET THE ROD ON.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DY0071 ***********************************************************************
 DY0071  DESIGNATION -  PK
 DY0071  PID         -  DY0071
 DY0071  STATE/COUNTY-  CA/LOS ANGELES
 DY0071  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0071
 DY0071                         *CURRENT SURVEY CONTROL
 DY0071  ___________________________________________________________________
 DY0071* NAD 83(1986)-  33 51 30.     (N)    118 02 46.     (W)     SCALED    
 DY0071* NAVD 88     -        14.02   (+/-2cm)      46.0    (feet)  VERTCON   
 DY0071  ___________________________________________________________________
 DY0071  GEOID HEIGHT-         -35.55  (meters)                     GEOID09
 DY0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0071
 DY0071.The horizontal coordinates were scaled from a topographic map and have
 DY0071.an estimated accuracy of +/- 6 seconds.
 DY0071.
 DY0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0071
 DY0071.The vertical order pertains to the NGVD 29 superseded value.
 DY0071
 DY0071.The geoid height was determined by GEOID09.
 DY0071
 DY0071;                    North         East    Units  Estimated Accuracy
 DY0071;SPC CA 5     -   539,750.    1,995,730.      MT  (+/- 180 meters Scaled)
 DY0071
 DY0071                          SUPERSEDED SURVEY CONTROL
 DY0071
 DY0071  NGVD 29 (??/??/92)   13.300  (m)           43.64   (f) ADJ UNCH    1 2
 DY0071
 DY0071.Superseded values are not recommended for survey control.
 DY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0071.See file dsdata.txt to determine how the superseded data were derived.
 DY0071
 DY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT032469(NAD 83)
 DY0071
 DY0071_MARKER: N = NAIL
 DY0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0071_STAMPING: PK
 DY0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0071+STABILITY: SURFACE MOTION
 DY0071
 DY0071  HISTORY     - Date     Condition        Report By
 DY0071  HISTORY     - UNK      MONUMENTED       CGS
 DY0071  HISTORY     - 1945     GOOD             CGS
 DY0071  HISTORY     - 1961     GOOD             CGS
 DY0071
 DY0071                          STATION DESCRIPTION
 DY0071
 DY0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DY0071'2 MI E FROM ARTESIA.
 DY0071'ABOUT 2 MILES EAST ALONG ORANGETHORPE AVENUE FROM ARTESIA, AT
 DY0071'THE INTERSECTION OF ORANGETHORPE AVENUE AND CARMENITA ROAD,
 DY0071'A NAIL SET IN SOUTHWEST CORNER OF CONCRETE POST WHICH IS FLUSH
 DY0071'WITH THE ROAD AT THE CENTER OF THE INTERSECTION.  THIS CONCRETE
 DY0071'POST IS THE SUPPORTING PILLAR FOR COUNTY SURVEYORS MONUMENT.
 DY0071'NAIL SET IN CONCRETE POST, STAMPED PK.  NOTE-- IT IS NOW UNDER
 DY0071'IRON COVER.
 DY0071
 DY0071                          STATION RECOVERY (1961)
 DY0071
 DY0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DY0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0260 ***********************************************************************
 HT0260  DESIGNATION -  PORT
 HT0260  PID         -  HT0260
 HT0260  STATE/COUNTY-  CA/ALAMEDA
 HT0260  USGS QUAD   -  SAN LEANDRO (1993)
 HT0260
 HT0260                         *CURRENT SURVEY CONTROL
 HT0260  ___________________________________________________________________
 HT0260* NAD 83(1992)-  37 43 31.76441(N)    122 12 49.12551(W)     ADJUSTED  
 HT0260* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 HT0260  ___________________________________________________________________
 HT0260  EPOCH DATE  -        1991.35
 HT0260  LAPLACE CORR-           2.10  (seconds)                    DEFLEC09
 HT0260  GEOID HEIGHT-         -32.46  (meters)                     GEOID09
 HT0260  HORZ ORDER  -  THIRD
 HT0260  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0260
 HT0260.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0260
 HT0260.The horizontal coordinates were established by classical geodetic methods
 HT0260.and adjusted by the National Geodetic Survey in March 1994.
 HT0260.
 HT0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0260
 HT0260.The vertical order pertains to the NGVD 29 superseded value.
 HT0260
 HT0260.The Laplace correction was computed from DEFLEC09 derived deflections.
 HT0260
 HT0260.The geoid height was determined by GEOID09.
 HT0260
 HT0260;                    North         East     Units Scale Factor Converg.
 HT0260;SPC CA 3     -   637,388.938 1,848,946.060   MT  0.99992928   -1 02 56.9
 HT0260;SPC CA 3     - 2,091,166.87  6,066,083.87   sFT  0.99992928   -1 02 56.9
 HT0260;UTM  10      - 4,175,649.268   569,296.892   MT  0.99965915   +0 28 52.2
 HT0260
 HT0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT0260!SPC CA 3     -   1.00000463  x   0.99992928  =   0.99993391
 HT0260!UTM  10      -   1.00000463  x   0.99965915  =   0.99966378
 HT0260
 HT0260:                Primary Azimuth Mark                     Grid Az
 HT0260:SPC CA 3     -  POINT AVISADERO RESET                    271 12 03.8
 HT0260:UTM  10      -  POINT AVISADERO RESET                    269 40 14.7
 HT0260
 HT0260|---------------------------------------------------------------------|
 HT0260| PID    Reference Object                     Distance      Geod. Az  |
 HT0260|                                                           dddmmss.s |
 HT0260| DB3222 PORT RM 2                            11.090 METERS 01601     |
 HT0260| DB3221 PORT RM 1                            25.100 METERS 10508     |
 HT0260| HT2728 POINT AVISADERO RESET               APPROX.13.2 KM 2700906.9 |
 HT0260| HT2522 OAKLAND P G AND E GAS HOLDER        APPROX. 4.4 KM 3581205.8 |
 HT0260|---------------------------------------------------------------------|
 HT0260
 HT0260                          SUPERSEDED SURVEY CONTROL
 HT0260
 HT0260  NAD 83(1986)-  37 43 31.76003(N)    122 12 49.11877(W) AD(1984.00) 3
 HT0260  NAD 27      -  37 43 31.99900(N)    122 12 45.22900(W) AD(       ) 3
 HT0260  NGVD 29 (??/??/92)    2.122  (m)            6.96   (f) ADJ UNCH    1 2
 HT0260
 HT0260.Superseded values are not recommended for survey control.
 HT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0260.See file dsdata.txt to determine how the superseded data were derived.
 HT0260
 HT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG6929675649(NAD 83)
 HT0260
 HT0260_MARKER: DD = SURVEY DISK
 HT0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0260_STAMPING: PORT
 HT0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0260+STABILITY: SURFACE MOTION
 HT0260
 HT0260  HISTORY     - Date     Condition        Report By
 HT0260  HISTORY     - 1929     MONUMENTED       CGS
 HT0260  HISTORY     - 1947     SEE DESCRIPTION  USGS
 HT0260  HISTORY     - 1963     GOOD             CGS
 HT0260  HISTORY     - 1970     GOOD             NGS
 HT0260  HISTORY     - 19880927 MARK NOT FOUND   NGS
 HT0260
 HT0260                          STATION DESCRIPTION
 HT0260
 HT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (TJM)
 HT0260'THIS STATION IS LOCATED ON THE E SIDE OF SAN FRANCISCO BAY AND
 HT0260'ON THE S SIDE OF BAY FARM ISLAND AND ABOUT 2.0 MILES (NAUT.)
 HT0260'NE OF MULFORD LENDING AND APPROXIMATELY 7 MILES (NAUT.)
 HT0260'APPROXIMATELY 93 DEG TRUE OF POINT AVISADERO.  THE STATION IS
 HT0260'ABOUT 4 FEET ABOVE HIGHWATER AND IS ABOUT 4 FEET BELOW AND
 HT0260'W OF THE WESTERN EDGE OF MAITLAND DRIVE.  THE WIND SLEEVE ON
 HT0260'HANGAR NO. 4 OF THE OAKLAND MUNICIPAL AIRPORT BEARS
 HT0260'APPROXIMATELY N 32 DEG E.
 HT0260'
 HT0260'STATION MARK IS A STANDARD BRONZE DISK IN A TILE, AS DESCRIBED
 HT0260'IN NOTE 6A.
 HT0260'
 HT0260'REFERENCE MARK NO. 1 IS A STANDARD MARK CEMENTED ON THE TOP
 HT0260'OF A RED TILE FILLED WITH CONCRETE AND CEMENTED IN THE E SIDE
 HT0260'OF MAITLAND DRIVE.
 HT0260'
 HT0260'REFERENCE MARK NO. 2 IS MARKED, AS DESCRIBED IN NOTE 11C, BY
 HT0260'A STANDARD MARK CEMENTED IN THE TOP OF AN IRREGULAR PIECE OF
 HT0260'CONCRETE EXTENDING ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 HT0260'GROUND.  THIS MARK IS ABOUT ON THE LEVEL WITH THE STATION.
 HT0260
 HT0260                          STATION RECOVERY (1947)
 HT0260
 HT0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 HT0260'LETTER OF C.E. ECKLUND, DIV. ENGR., U.S. GEOLOGICAL SURVEY,
 HT0260'HAYWARD, CALIF., DATED 4/17/47.  STATION MARK HAS BEEN DESTROYED.
 HT0260
 HT0260                          STATION RECOVERY (1963)
 HT0260
 HT0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HT0260'AT OAKLAND MUN AIRPORT.
 HT0260'AT THE OAKLAND MUNICIPAL AIRPORT, NEAR THE MAIN ENTRANCE, IN
 HT0260'T2S R3W, ABOUT 100 YARDS SOUTHWEST OF THE INTERSECTION OF
 HT0260'EARHART DRIVE, 98TH AVENUE, DOOLITTLE DRIVE, AND HEGENBERGER
 HT0260'ROAD, AT THE SOUTHEAST EDGE OF AN ABANDONED ROAD, 118.0 FEET
 HT0260'EAST OF THE EAST CORNER OF A CHAIN-LINK FENCE AROUND A HIGH
 HT0260'VOLTAGE TRANSFORMER SWITCH, 92.2 FEET SOUTH OF THE SOUTH CORNER
 HT0260'OF A CHAIN-LINE FENCE AROUND A WATER METERING STATION, 53.6
 HT0260'FEET EAST-SOUTHEAST OF THE SOUTH CORNER OF AN OIL STORAGE SHED,
 HT0260'43.3 FEET SOUTHEAST OF THE EAST CORNER OF THE SHED, 10.9 FEET
 HT0260'SOUTHEAST OF THE CENTERLINE OF THE OLD ROAD, ABOUT LEVEL WITH
 HT0260'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HT0260'THE GROUND.
 HT0260
 HT0260                          STATION RECOVERY (1970)
 HT0260
 HT0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HT0260'RECOVERED IN GOOD CONDITION.
 HT0260
 HT0260                          STATION RECOVERY (1988)
 HT0260
 HT0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2137 ***********************************************************************
 FU2137  DESIGNATION -  PT 45 K USGS
 FU2137  PID         -  FU2137
 FU2137  STATE/COUNTY-  CA/KERN
 FU2137  USGS QUAD   -  ROSEDALE (1973)
 FU2137
 FU2137                         *CURRENT SURVEY CONTROL
 FU2137  ___________________________________________________________________
 FU2137* NAD 83(1986)-  35 29 59.     (N)    119 10 11.     (W)     SCALED    
 FU2137* NAVD 88     -       129.52   (+/-2cm)     424.9    (feet)  VERTCON   
 FU2137  ___________________________________________________________________
 FU2137  GEOID HEIGHT-         -33.43  (meters)                     GEOID09
 FU2137  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2137
 FU2137.This mark is at Shafter-Minter Fld Airport (MIT)
 FU2137
 FU2137.The horizontal coordinates were scaled from a topographic map and have
 FU2137.an estimated accuracy of +/- 6 seconds.
 FU2137.
 FU2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2137
 FU2137.The vertical order pertains to the NGVD 29 superseded value.
 FU2137
 FU2137.The geoid height was determined by GEOID09.
 FU2137
 FU2137;                    North         East    Units  Estimated Accuracy
 FU2137;SPC CA 5     -   722,450.    1,893,870.      MT  (+/- 180 meters Scaled)
 FU2137
 FU2137                          SUPERSEDED SURVEY CONTROL
 FU2137
 FU2137  NGVD 29 (??/??/92)  128.69   (m)          422.2    (f) COMPUTED    1 2
 FU2137
 FU2137.Superseded values are not recommended for survey control.
 FU2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2137.See file dsdata.txt to determine how the superseded data were derived.
 FU2137
 FU2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV032306(NAD 83)
 FU2137
 FU2137_MARKER: DD = SURVEY DISK
 FU2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2137_STAMPING: PT 45 K 1927
 FU2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2137+STABILITY: SURFACE MOTION
 FU2137
 FU2137  HISTORY     - Date     Condition        Report By
 FU2137  HISTORY     - 1927     MONUMENTED       USGS
 FU2137  HISTORY     - 1953     GOOD             CGS
 FU2137  HISTORY     - 1953     GOOD             USGS
 FU2137
 FU2137                          STATION DESCRIPTION
 FU2137
 FU2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FU2137'7.7 MI S FROM FAMOSO.
 FU2137'7.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU2137'THE STATION AT FAMOSO, THENCE 0.3 MILE WEST ALONG LERDO HIGHWAY,
 FU2137'0.5 MILE EAST OF THE MAIN ENTRANCE TO SHAFTER-KERN COUNTY AIRPORT
 FU2137'(FORMERLY MINTER FIELD), AT THE SOUTHEAST CORNER OF THE AIRPORT,
 FU2137'IN LINE WITH A ROW OF POWER LINE POLES LEADING NORTH, 66.0 FEET
 FU2137'NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 36.9
 FU2137'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A MESH-WIRE FENCE
 FU2137'AROUND SEVERAL TRANSFORMERS, 24.5 FEET NORTHEAST OF A CONCRETE
 FU2137'POST MARKING AN UNDERGROUND TELEPHONE CABLE, 24 FEET WEST OF THE
 FU2137'CENTER LINE OF A TRACK ROAD, 3 1/2 FEET NORTH OF A POWER LINE
 FU2137'POLE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU2137'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 FU2137'FOOT ABOVE THE GROUND.
 FU2137
 FU2137                          STATION RECOVERY (1953)
 FU2137
 FU2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FU2137'7.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 FU2137'STATION AT FAMOSO, THENCE 0.3 MILE WEST ALONG LERDO HIGHWAY, 0.5 MILE
 FU2137'EAST OF THE MAIN ENTRANCE TO SHAFTER-KERN COUNTY AIRPORT (FORMERLY
 FU2137'MINTER FIELD), AT THE SOUTH- EAST CORNER OF THE AIRPORT, IN LINE WITH
 FU2137'A ROW OF POWER LINE POLES LEADING NORTH, 66.0 FEET NORTH OF THE
 FU2137'CENTER LINE WITH A ROW OF POWER LINE POLES LEADING NORTH, 66.0 FEET
 FU2137'NORTH OF THE CENTERLINE OF THE NORTH LANES OF THE HIGHWAY, 36.9 FEET
 FU2137'NORTHEAST OF THE SOUTHEAST CORNER OF A MESH-WIRE FENCE AROUND SEVERAL
 FU2137'TRANSFORMERS, 24.5 FEET NORTHEAST OF A CONCRETE POST MARKING AN
 FU2137'UNDERGROUND TELEPHONE CABLE, 24 FEET WEST OF THE CENTERLINE OF A
 FU2137'TRACK ROAD, 3 1/2 FEET NORTH OF A POWER LINE POLE, 1.0 FOOT SOUTH OF
 FU2137'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 FU2137'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT1043 ***********************************************************************
 GT1043  DESIGNATION -  PTS 20
 GT1043  PID         -  GT1043
 GT1043  STATE/COUNTY-  CA/KINGS
 GT1043  USGS QUAD   -  VANGUARD (1981)
 GT1043
 GT1043                         *CURRENT SURVEY CONTROL
 GT1043  ___________________________________________________________________
 GT1043* NAD 83(1986)-  36 15 19.55   (N)    119 56 27.83   (W)     HD_HELD1  
 GT1043* NAVD 88     -        73.81   (+/-2cm)     242.2    (feet)  VERTCON   
 GT1043  ___________________________________________________________________
 GT1043  GEOID HEIGHT-         -33.78  (meters)                     GEOID09
 GT1043  VERT ORDER  -  THIRD (See Below)
 GT1043
 GT1043.The horizontal coordinates were established by differentially corrected
 GT1043.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 GT1043.
 GT1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1043
 GT1043.The vertical order pertains to the NGVD 29 superseded value.
 GT1043
 GT1043.The geoid height was determined by GEOID09.
 GT1043
 GT1043;                    North         East    Units  Estimated Accuracy
 GT1043;SPC CA 4     -   602,731.5   1,915,429.3     MT  (+/- 3 meters HH1 GPS) 
 GT1043
 GT1043                          SUPERSEDED SURVEY CONTROL
 GT1043
 GT1043  NGVD 29 (??/??/??)   72.93   (m)          239.3    (f) RESET       3  
 GT1043
 GT1043.Superseded values are not recommended for survey control.
 GT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1043.See file dsdata.txt to determine how the superseded data were derived.
 GT1043
 GT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3575116292(NAD 83)
 GT1043
 GT1043_MARKER: P = PIPE CAP
 GT1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1043_STAMPING: PT 20S 1923 244.504
 GT1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1043
 GT1043  HISTORY     - Date     Condition        Report By
 GT1043  HISTORY     - 1923     MONUMENTED       USGS
 GT1043  HISTORY     - 1966     GOOD             CGS
 GT1043  HISTORY     - 1972     GOOD             NGS
 GT1043
 GT1043                          STATION DESCRIPTION
 GT1043
 GT1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GT1043'9.2 MI W FROM LEMOORE.
 GT1043'9.25 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH
 GT1043'SCHOOL AT LEMOORE, IN R19E T19S, IN THE NORTHEAST CORNER OF
 GT1043'SECTION 30, AT THE JUNCTION OF A DIRT ROAD NORTH, 32 1/2 FEET
 GT1043'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 126 FEET SOUTHWEST AND
 GT1043'ACROSS THE HIGHWAY FROM A 2-FOOT HIGH CONCRETE POST MARKING AN
 GT1043'UNDERGROUND TELEPHONE CABLE, 52 FEET SOUTHWEST OF THE CENTER OF
 GT1043'THE JUNCTION, 6.3 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A
 GT1043'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND RIVETED
 GT1043'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE
 GT1043'THE GROUND.
 GT1043
 GT1043                          STATION RECOVERY (1972)
 GT1043
 GT1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0203 ***********************************************************************
 LU0203  DESIGNATION -  Q 15
 LU0203  PID         -  LU0203
 LU0203  STATE/COUNTY-  CA/SHASTA
 LU0203  USGS QUAD   -  COTTONWOOD (1965)
 LU0203
 LU0203                         *CURRENT SURVEY CONTROL
 LU0203  ___________________________________________________________________
 LU0203* NAD 83(1986)-  40 26 51.     (N)    122 17 47.     (W)     SCALED    
 LU0203* NAVD 88     -       131.886  (meters)     432.70   (feet)  ADJUSTED  
 LU0203  ___________________________________________________________________
 LU0203  GEOID HEIGHT-         -28.00  (meters)                     GEOID09
 LU0203  DYNAMIC HT  -         131.818 (meters)     432.47  (feet)  COMP
 LU0203  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LU0203
 LU0203  VERT ORDER  -  FIRST     CLASS II
 LU0203
 LU0203.The horizontal coordinates were scaled from a topographic map and have
 LU0203.an estimated accuracy of +/- 6 seconds.
 LU0203.
 LU0203.The orthometric height was determined by differential leveling and
 LU0203.adjusted in June 1991.
 LU0203
 LU0203.The geoid height was determined by GEOID09.
 LU0203
 LU0203.The dynamic height is computed by dividing the NAVD 88
 LU0203.geopotential number by the normal gravity value computed on the
 LU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0203.degrees latitude (g = 980.6199 gals.).
 LU0203
 LU0203.The modeled gravity was interpolated from observed gravity values.
 LU0203
 LU0203;                    North         East    Units  Estimated Accuracy
 LU0203;SPC CA 1     -   623,760.    1,974,860.      MT  (+/- 180 meters Scaled)
 LU0203
 LU0203                          SUPERSEDED SURVEY CONTROL
 LU0203
 LU0203  NGVD 29 (??/??/92)  131.100  (m)          430.12   (f) ADJ UNCH    1 2
 LU0203
 LU0203.Superseded values are not recommended for survey control.
 LU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0203.See file dsdata.txt to determine how the superseded data were derived.
 LU0203
 LU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK596776(NAD 83)
 LU0203
 LU0203_MARKER: DB = BENCH MARK DISK
 LU0203_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU0203_SP_SET: ABUTMENT
 LU0203_STAMPING: Q 15 1919 429.799 FEET
 LU0203_MARK LOGO: CGS   
 LU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0203+STABILITY: SURFACE MOTION
 LU0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0203+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0203
 LU0203  HISTORY     - Date     Condition        Report By
 LU0203  HISTORY     - 1919     MONUMENTED       CGS
 LU0203  HISTORY     - 1949     GOOD             CGS
 LU0203  HISTORY     - 19880622 GOOD             NGS
 LU0203
 LU0203                          STATION DESCRIPTION
 LU0203
 LU0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0203'AT ANDERSON.
 LU0203'AT ANDERSON, ABOUT 0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 LU0203'CO. RAILROAD FROM THE STATION, AT BRIDGE 246.95 OVER ANDERSON
 LU0203'CREEK, IN THE TOP OF THE NORTHWEST ABUTMENT, 4.6 FEET SOUTHWEST OF
 LU0203'THE NORTHEAST END, 9.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 LU0203'AND ABOUT 2 1/2 FEET LOWER THAN THE RAIL.
 LU0203
 LU0203                          STATION RECOVERY (1988)
 LU0203
 LU0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0203'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM
 LU0203'(0.30 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LU0203'JUNCTION OF NORTH STREET IN ANDERSON.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1119 ***********************************************************************
 KS1119  DESIGNATION -  Q 17
 KS1119  PID         -  KS1119
 KS1119  STATE/COUNTY-  CA/BUTTE
 KS1119  USGS QUAD   -  CHICO (1978)
 KS1119
 KS1119                         *CURRENT SURVEY CONTROL
 KS1119  ___________________________________________________________________
 KS1119* NAD 83(1986)-  39 43 40.4    (N)    121 50 19.3    (W)     HD_HELD2  
 KS1119* NAVD 88     -        61.507  (meters)     201.79   (feet)  ADJUSTED  
 KS1119  ___________________________________________________________________
 KS1119  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 KS1119  DYNAMIC HT  -          61.476 (meters)     201.69  (feet)  COMP
 KS1119  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 KS1119
 KS1119  VERT ORDER  -  FIRST     CLASS II
 KS1119
 KS1119.The horizontal coordinates were established by autonomous hand held GPS
 KS1119.observations and have an estimated accuracy of +/- 10 meters.
 KS1119.
 KS1119.The orthometric height was determined by differential leveling and
 KS1119.adjusted in June 1991.
 KS1119
 KS1119.The geoid height was determined by GEOID09.
 KS1119
 KS1119.The dynamic height is computed by dividing the NAVD 88
 KS1119.geopotential number by the normal gravity value computed on the
 KS1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1119.degrees latitude (g = 980.6199 gals.).
 KS1119
 KS1119.The modeled gravity was interpolated from observed gravity values.
 KS1119
 KS1119;                    North         East    Units  Estimated Accuracy
 KS1119;SPC CA 2     -   728,826.    2,013,829.      MT  (+/- 10 meters HH2 GPS)
 KS1119
 KS1119                          SUPERSEDED SURVEY CONTROL
 KS1119
 KS1119  NGVD 29 (??/??/??)   60.799  (m)          199.47   (f) ADJUSTED    1 2
 KS1119
 KS1119.Superseded values are not recommended for survey control.
 KS1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1119.See file dsdata.txt to determine how the superseded data were derived.
 KS1119
 KS1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9952298200(NAD 83)
 KS1119
 KS1119_MARKER: DB = BENCH MARK DISK
 KS1119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KS1119_SP_SET: BALUSTRADE
 KS1119_STAMPING: Q 17 1919 199.248 FEET
 KS1119_MARK LOGO: CGS   
 KS1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS1119+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 KS1119
 KS1119  HISTORY     - Date     Condition        Report By
 KS1119  HISTORY     - 1919     MONUMENTED       CGS
 KS1119  HISTORY     - 1948     GOOD             CGS
 KS1119  HISTORY     - 1986     GOOD             USPSQD
 KS1119  HISTORY     - 19880718 GOOD             NGS
 KS1119  HISTORY     - 19971011 GOOD             USPSQD
 KS1119  HISTORY     - 20040323 GOOD             CADT
 KS1119
 KS1119                          STATION DESCRIPTION
 KS1119
 KS1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1119'AT CHICO.
 KS1119'AT CHICO, BUTTE COUNTY, AT THE SOUTHEAST CORNER OF BROADWAY
 KS1119'AND FIFTH STREETS, AT THE POST OFFICE BUILDING, ON THE LEFT-HAND
 KS1119'SIDE OF THE MAIN ENTRANCE, IN THE HORIZONTAL LIMESTONE SURFACE
 KS1119'OF THE INCLINED BALUSTRADE, AND ABOUT 4 FEET HIGHER THAN THE
 KS1119'GROUND.
 KS1119
 KS1119                          STATION RECOVERY (1986)
 KS1119
 KS1119'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM)
 KS1119'RECOVERED IN GOOD CONDITION.
 KS1119
 KS1119                          STATION RECOVERY (1988)
 KS1119
 KS1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1119'RECOVERED IN GOOD CONDITION.
 KS1119
 KS1119                          STATION RECOVERY (1997)
 KS1119
 KS1119'RECOVERY NOTE BY US POWER SQUADRON 1997
 KS1119'RECOVERED IN GOOD CONDITION.
 KS1119
 KS1119                          STATION RECOVERY (2004)
 KS1119
 KS1119'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0469 ***********************************************************************
 FU0469  DESIGNATION -  Q 49
 FU0469  PID         -  FU0469
 FU0469  STATE/COUNTY-  CA/KERN
 FU0469  USGS QUAD   -  MOJAVE (1992)
 FU0469
 FU0469                         *CURRENT SURVEY CONTROL
 FU0469  ___________________________________________________________________
 FU0469* NAD 83(1986)-  35 03 28.     (N)    118 10 33.     (W)     SCALED    
 FU0469* NAVD 88     -       848.730  (meters)    2784.54   (feet)  ADJUSTED  
 FU0469  ___________________________________________________________________
 FU0469  GEOID HEIGHT-         -31.49  (meters)                     GEOID09
 FU0469  DYNAMIC HT  -         847.755 (meters)    2781.34  (feet)  COMP
 FU0469  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 FU0469  OBS GRAVITY -     979,462.6   (mgal)                       GRAV_OBS
 FU0469
 FU0469  VERT ORDER  -  FIRST     CLASS II
 FU0469
 FU0469.The horizontal coordinates were scaled from a topographic map and have
 FU0469.an estimated accuracy of +/- 6 seconds.
 FU0469.
 FU0469.The orthometric height was determined by differential leveling and
 FU0469.adjusted in June 1991.
 FU0469
 FU0469.WARNING-Repeat measurements at this control monument indicate possible
 FU0469.vertical movement.
 FU0469
 FU0469.The geoid height was determined by GEOID09.
 FU0469
 FU0469.The dynamic height is computed by dividing the NAVD 88
 FU0469.geopotential number by the normal gravity value computed on the
 FU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0469.degrees latitude (g = 980.6199 gals.).
 FU0469
 FU0469.The modeled gravity was interpolated from observed gravity values.
 FU0469
 FU0469.The observed gravity was obtained from relative gravimeter ties
 FU0469.to the IGSN71 gravity network.
 FU0469
 FU0469;                    North         East    Units  Estimated Accuracy
 FU0469;SPC CA 5     -   672,810.    1,983,960.      MT  (+/- 180 meters Scaled)
 FU0469
 FU0469                          SUPERSEDED SURVEY CONTROL
 FU0469
 FU0469  NGVD 29 (??/??/92)  847.872  (m)         2781.73   (f) ADJ UNCH    1 2
 FU0469
 FU0469.Superseded values are not recommended for survey control.
 FU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0469.See file dsdata.txt to determine how the superseded data were derived.
 FU0469
 FU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU927800(NAD 83)
 FU0469
 FU0469_MARKER: DB = BENCH MARK DISK
 FU0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0469_SP_SET: CONCRETE POST
 FU0469_STAMPING: Q 49 1925
 FU0469_MARK LOGO: CGS   
 FU0469_PROJECTION: RECESSED 60 CENTIMETERS
 FU0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0469+STABILITY: SURFACE MOTION
 FU0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0469+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1989
 FU0469
 FU0469  HISTORY     - Date     Condition        Report By
 FU0469  HISTORY     - 1925     MONUMENTED       CGS
 FU0469  HISTORY     - 1962     GOOD             CGS
 FU0469  HISTORY     - 1965     GOOD             CGS
 FU0469  HISTORY     - 1977     GOOD             NGS
 FU0469  HISTORY     - 1983     GOOD             NGS
 FU0469  HISTORY     - 19890629 GOOD             NGS
 FU0469
 FU0469                          STATION DESCRIPTION
 FU0469
 FU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0469'AT MOJAVE.
 FU0469'AT MOJAVE, 0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY
 FU0469'RAILROAD FROM THE STATION, 60 FEET NORTHWEST OF THE CENTER OF
 FU0469'THE CROSSING OF OAK CREEK ROAD, 32.1 FEET WEST OF THE WEST RAIL
 FU0469'OF THE WEST TRACK, 47 1/2 FEET NORTH OF THE CENTER LINE OF THE
 FU0469'ROAD, 18 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 5.8 FEET
 FU0469'WEST OF THE NORTHWEST CORNER OF A METAL RAILROAD SIGNAL CONTROL
 FU0469'BOX, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 FU0469'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU0469'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE CORNER OF THE CONCRETE
 FU0469'POST ARE CHIPPED BUT THE POST IS STILL SOLID.
 FU0469
 FU0469                          STATION RECOVERY (1965)
 FU0469
 FU0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FU0469'RECOVERED IN GOOD CONDITION.
 FU0469
 FU0469                          STATION RECOVERY (1977)
 FU0469
 FU0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0469'RECOVERED IN GOOD CONDITION.
 FU0469
 FU0469                          STATION RECOVERY (1983)
 FU0469
 FU0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FU0469'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT MOJAVE,
 FU0469'0.6 KM (0.4 MI) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 FU0469'STATION, ENCASED IN A ROUND 5-INCH PVC PIPE WITH AN ACCESS COVER,
 FU0469'9.7 METERS (32 FT) WEST OF THE WEST RAIL, 18.3 METERS (60 FT) NORTH OF
 FU0469'THE CENTER OF OAK CREEK ROAD, 14.5 METERS (47.5 FT) NORTH OF THE
 FU0469'CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.5 FT) SOUTH-SOUTHWEST OF A
 FU0469'TELEPHONE POLE AND 0.3 METER (1 FT) WEST OF THE CENTER OF A METAL
 FU0469'RAILROAD SIGNAL BOX.  NOTE--AREA HAS BEEN FILLED IN BY THE RAILROAD
 FU0469'AND THE BENCH MARK IS NOW BELOW GROUND LEVEL.
 FU0469
 FU0469                          STATION RECOVERY (1989)
 FU0469
 FU0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0469'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 FU0469'CHANGE--9.7 METERS (32 FT), TO 4.9 M (16.1 FT), AND 18.3 M (60.0 FT),
 FU0469'TO 14.5 M (47.6 FT).  DELETE--14.5 METERS (47.5 FT) NORTH OF THE
 FU0469'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0312 ***********************************************************************
 DW0312  DESIGNATION -  Q 577
 DW0312  PID         -  DW0312
 DW0312  STATE/COUNTY-  CA/IMPERIAL
 DW0312  USGS QUAD   -  KANE SPRING NW (1992)
 DW0312
 DW0312                         *CURRENT SURVEY CONTROL
 DW0312  ___________________________________________________________________
 DW0312* NAD 83(1986)-  33 10 46.     (N)    115 53 33.     (W)     SCALED    
 DW0312* NAVD 88     -         6.25   (+/-2cm)      20.5    (feet)  VERTCON   
 DW0312  ___________________________________________________________________
 DW0312  GEOID HEIGHT-         -34.07  (meters)                     GEOID09
 DW0312  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0312
 DW0312.The horizontal coordinates were scaled from a topographic map and have
 DW0312.an estimated accuracy of +/- 6 seconds.
 DW0312.
 DW0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0312
 DW0312.The vertical order pertains to the NGVD 29 superseded value.
 DW0312
 DW0312.The geoid height was determined by GEOID09.
 DW0312
 DW0312;                    North         East    Units  Estimated Accuracy
 DW0312;SPC CA 6     -   612,380.    2,033,340.      MT  (+/- 180 meters Scaled)
 DW0312
 DW0312                          SUPERSEDED SURVEY CONTROL
 DW0312
 DW0312  NGVD 29 (??/??/??)    5.586  (m)           18.33   (f) ADJUSTED    1 1
 DW0312
 DW0312.Superseded values are not recommended for survey control.
 DW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0312.See file dsdata.txt to determine how the superseded data were derived.
 DW0312
 DW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS032717(NAD 83)
 DW0312
 DW0312_MARKER: DB = BENCH MARK DISK
 DW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0312_STAMPING: Q 577 1939
 DW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0312+STABILITY: SURFACE MOTION
 DW0312
 DW0312  HISTORY     - Date     Condition        Report By
 DW0312  HISTORY     - 1939     MONUMENTED       CGS
 DW0312  HISTORY     - 1955     GOOD             CGS
 DW0312  HISTORY     - 1970     GOOD             LAHSCH
 DW0312
 DW0312                          STATION DESCRIPTION
 DW0312
 DW0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DW0312'4.5 MI NW FROM TRIFOLIUM INSPEC STA.
 DW0312'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE T JUNCTION OF
 DW0312'STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION, 6.4 MILES
 DW0312'SOUTHEAST OF THE SERVICE STATION AT SQUEAKY SPRINGS, 0.3 MILE
 DW0312'NORTHWEST OF A ROAD LEADING TO THE SALTON SEA BASE, 96.8 FEET
 DW0312'SOUTHEAST OF THE EAST BANK OF A DRAINAGE DITCH, 80.2 FEET
 DW0312'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHEAST
 DW0312'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DW0312'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DW0312'NOTE-- LOCATED 24 PACES SW OF THE EDGE OF HIGHWAY 86.  MARK IS
 DW0312'SET IN AN 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT
 DW0312'IS 19 INCHES W OF A WITNESS POST.
 DW0312
 DW0312                          STATION RECOVERY (1970)
 DW0312
 DW0312'RECOVERY NOTE BY LOS ALTOS HIGH SCHOOL 1970
 DW0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1116 ***********************************************************************
 JT1116  DESIGNATION -  Q 735
 JT1116  PID         -  JT1116
 JT1116  STATE/COUNTY-  CA/SONOMA
 JT1116  USGS QUAD   -  HEALDSBURG (1993)
 JT1116
 JT1116                         *CURRENT SURVEY CONTROL
 JT1116  ___________________________________________________________________
 JT1116* NAD 83(1986)-  38 30 31.     (N)    122 48 17.     (W)     SCALED    
 JT1116* NAVD 88     -        35.22   (+/-2cm)     115.6    (feet)  VERTCON   
 JT1116  ___________________________________________________________________
 JT1116  GEOID HEIGHT-         -31.36  (meters)                     GEOID09
 JT1116  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1116
 JT1116.This mark is at Sonoma County Airport (STS)
 JT1116
 JT1116.The horizontal coordinates were scaled from a topographic map and have
 JT1116.an estimated accuracy of +/- 6 seconds.
 JT1116.
 JT1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1116
 JT1116.The vertical order pertains to the NGVD 29 superseded value.
 JT1116
 JT1116.The geoid height was determined by GEOID09.
 JT1116
 JT1116;                    North         East    Units  Estimated Accuracy
 JT1116;SPC CA 2     -   593,770.    1,929,810.      MT  (+/- 180 meters Scaled)
 JT1116
 JT1116                          SUPERSEDED SURVEY CONTROL
 JT1116
 JT1116  NGVD 29 (??/??/92)   34.359  (m)          112.73   (f) ADJ UNCH    1 2
 JT1116
 JT1116.Superseded values are not recommended for survey control.
 JT1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1116.See file dsdata.txt to determine how the superseded data were derived.
 JT1116
 JT1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH170622(NAD 83)
 JT1116
 JT1116_MARKER: DB = BENCH MARK DISK
 JT1116_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT1116_SP_SET: APRON
 JT1116_STAMPING: Q 735 1944
 JT1116_MARK LOGO: CGS   
 JT1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1116
 JT1116  HISTORY     - Date     Condition        Report By
 JT1116  HISTORY     - 1944     MONUMENTED       CGS
 JT1116  HISTORY     - 1964     GOOD             CGS
 JT1116  HISTORY     - 1972     MARK NOT FOUND   NGS
 JT1116  HISTORY     - 1983     GOOD             USGS
 JT1116  HISTORY     - 1987     GOOD             NGS
 JT1116
 JT1116                          STATION DESCRIPTION
 JT1116
 JT1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1116'AT SONOMA COUNTY AIRPORT.
 JT1116'AT SONOMA COUNTY AIRPORT, 41.6 FEET NORTH OF THE SOUTHWEST
 JT1116'CORNER OF THE OLD HANGAR, IN THE CONCRETE FOUNDATION FOR THE
 JT1116'HANGAR DOORS, AND 1.3 FEET EAST OF THE EAST EDGE OF THE CONCRETE
 JT1116'APRON.  A STANDARD DISK STAMPED Q 735 1944.
 JT1116
 JT1116                          STATION RECOVERY (1972)
 JT1116
 JT1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JT1116'MARK NOT FOUND.
 JT1116
 JT1116                          STATION RECOVERY (1983)
 JT1116
 JT1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JT1116'RECOVERED IN GOOD CONDITION.
 JT1116
 JT1116                          STATION RECOVERY (1987)
 JT1116
 JT1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1116'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.8 KM
 JT1116'(6.70 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 JT1116'HIGHWAY 12 IN SANTA ROSA, THENCE 2.6 KM (1.60 MI) WEST ALONG AIRPORT
 JT1116'BOULEVARD, THENCE 0.2 KM (0.10 MI) SOUTH ALONG SANFORD ROAD, IN THE
 JT1116'CONCRETE FOUNDATION FOR THE SONOMA COUNTY AIRPORT HANGER DOOR, 12.7 M
 JT1116'(41.7 FT) NORTH OF THE SOUTHWEST CORNER OF THE HANGER, AND 0.4 M
 JT1116'(1.3 FT) EAST OF THE EAST EDGE OF THE CONCRETE APRON.
 JT1116'THE MARK IS ABOVE LEVEL WITH THE APRON.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0847 ***********************************************************************
 JT0847  DESIGNATION -  Q 736
 JT0847  PID         -  JT0847
 JT0847  STATE/COUNTY-  CA/SONOMA
 JT0847  USGS QUAD   -  SEBASTOPOL (1980)
 JT0847
 JT0847                         *CURRENT SURVEY CONTROL
 JT0847  ___________________________________________________________________
 JT0847* NAD 83(1986)-  38 25 12.     (N)    122 45 40.     (W)     SCALED    
 JT0847* NAVD 88     -        30.95   (+/-2cm)     101.5    (feet)  VERTCON   
 JT0847  ___________________________________________________________________
 JT0847  GEOID HEIGHT-         -31.56  (meters)                     GEOID09
 JT0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0847
 JT0847.The horizontal coordinates were scaled from a topographic map and have
 JT0847.an estimated accuracy of +/- 6 seconds.
 JT0847.
 JT0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0847
 JT0847.The vertical order pertains to the NGVD 29 superseded value.
 JT0847
 JT0847.The geoid height was determined by GEOID09.
 JT0847
 JT0847;                    North         East    Units  Estimated Accuracy
 JT0847;SPC CA 2     -   583,900.    1,933,540.      MT  (+/- 180 meters Scaled)
 JT0847
 JT0847                          SUPERSEDED SURVEY CONTROL
 JT0847
 JT0847  NGVD 29 (??/??/92)   30.095  (m)           98.74   (f) ADJ UNCH    2 0
 JT0847
 JT0847.Superseded values are not recommended for survey control.
 JT0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0847.See file dsdata.txt to determine how the superseded data were derived.
 JT0847
 JT0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH208524(NAD 83)
 JT0847
 JT0847_MARKER: DB = BENCH MARK DISK
 JT0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0847_SP_SET: FLAGPOLE CONC BASE
 JT0847_STAMPING: Q 736 1944
 JT0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0847
 JT0847  HISTORY     - Date     Condition        Report By
 JT0847  HISTORY     - 1944     MONUMENTED       CGS
 JT0847  HISTORY     - 1976     GOOD             USGS
 JT0847  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0847
 JT0847                          STATION DESCRIPTION
 JT0847
 JT0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0847'AT SANTA ROSA NAVAL AIR STATION.
 JT0847'AT SANTA ROSA NAVAL AUX. AIR STATION, SET AT THE MAIN GATE, ON
 JT0847'THE EAST SIDE OF THE LARGE CONCRETE BASE OF THE FLAG POLE, 103
 JT0847'FEET SOUTH OF THE WEST GATE POST, 35.3 FEET EAST OF THE SOUTHEAST
 JT0847'CORNER OF THE ADMINISTRATION BUILDING, 24 FEET WEST OF CENTER-LINE
 JT0847'OF ROAD INTO STATION, BRONZE BENCH MARK DISK.
 JT0847
 JT0847                          STATION RECOVERY (1976)
 JT0847
 JT0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JT0847'THE NAVAL AUXILIARY AIR STATION IS NO LONGER IN USE. THE MARK IS NEAR
 JT0847'THE EAST GATE WHICH LEADS INTO THE GEOLOGICAL SURVEY IMPOUNDMENT. THE
 JT0847'FLAGPOLE AND ADMINISTRATION BUILDING ARE GONE. THE FLAGPOLE BASE AND
 JT0847'MARK ARE 103 FEET SOUTH OF THE W GATE POST AND IS 24 FEET WEST OF THE
 JT0847'CENTERLINE OF A ROAD. A CROSS-SHAPEDFLOWER GARDEN HAS BEEN BUILD
 JT0847'AROUND THE FLAGPOLE BASE. THE MARK IS 4 INCHES BELOW THE SURFACE OF
 JT0847'THE FLOWER GARDEN AND IN THE ARM OF THE CROSS EXTENDING TOWARD THE
 JT0847'ROAD.
 JT0847
 JT0847                          STATION RECOVERY (1987)
 JT0847
 JT0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0847'THERE IS NO LONGER A FLAGPOLE BASE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2648 ***********************************************************************
 GU2648  DESIGNATION -  Q 738
 GU2648  PID         -  GU2648
 GU2648  STATE/COUNTY-  CA/SAN BENITO
 GU2648  USGS QUAD   -  SAN FELIPE (1971)
 GU2648
 GU2648                         *CURRENT SURVEY CONTROL
 GU2648  ___________________________________________________________________
 GU2648* NAD 83(1986)-  36 53 35.     (N)    121 24 06.     (W)     SCALED    
 GU2648* NAVD 88     -        68.99   (+/-2cm)     226.3    (feet)  VERTCON   
 GU2648  ___________________________________________________________________
 GU2648  GEOID HEIGHT-         -33.01  (meters)                     GEOID09
 GU2648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2648
 GU2648.The horizontal coordinates were scaled from a topographic map and have
 GU2648.an estimated accuracy of +/- 6 seconds.
 GU2648.
 GU2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2648
 GU2648.The vertical order pertains to the NGVD 29 superseded value.
 GU2648
 GU2648.The geoid height was determined by GEOID09.
 GU2648
 GU2648;                    North         East    Units  Estimated Accuracy
 GU2648;SPC CA 4     -   675,750.    1,785,960.      MT  (+/- 180 meters Scaled)
 GU2648
 GU2648                          SUPERSEDED SURVEY CONTROL
 GU2648
 GU2648  NGVD 29 (??/??/92)   68.129  (m)          223.52   (f) ADJ UNCH    2 0
 GU2648
 GU2648.Superseded values are not recommended for survey control.
 GU2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2648.See file dsdata.txt to determine how the superseded data were derived.
 GU2648
 GU2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF424842(NAD 83)
 GU2648
 GU2648_MARKER: DB = BENCH MARK DISK
 GU2648_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GU2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2648_STAMPING: Q 738 1945
 GU2648_MARK LOGO: CGS   
 GU2648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GU2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2648+STABILITY: SURFACE MOTION
 GU2648
 GU2648  HISTORY     - Date     Condition        Report By
 GU2648  HISTORY     - 1945     MONUMENTED       CGS
 GU2648  HISTORY     - 1948     MARK NOT FOUND   CGS
 GU2648  HISTORY     - 19940615 GOOD             NGS
 GU2648
 GU2648                          STATION DESCRIPTION
 GU2648
 GU2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2648'2.5 MI N FROM HOLLISTER.
 GU2648'AT HOLLISTER NAVAL AUXILIARY AIR STATION, SAN BENITO COUNTY, ABOUT
 GU2648'0.7 MILE WEST OF THE CONTROL TOWER, 67 FEET NORTHEAST OF THE CENTER
 GU2648'LINE OF A ROAD LEADING NORTHWEST TO A GATE AT THE NORTHWEST CORNER
 GU2648'OF THE FIELD, 5 FEET WEST OF THE WEST END OF RUNWAY 5, IN LINE
 GU2648'WITH THE PROLONGATION OF THE RUNWAY CENTER LINE, AND ABOUT LEVEL
 GU2648'WITH THE RUNWAY.  A STANDARD DISK, STAMPED Q 738 1945 AND SET IN
 GU2648'THE TOP OF A CONCRETE POST.
 GU2648
 GU2648                          STATION RECOVERY (1994)
 GU2648
 GU2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GU2648'THE STATION IS LOCATED AT THE HOLLISTER MUNI AIRPORT AT RUNWAY END 5.
 GU2648'THE STATION IS LOCATED 5.78 FT (1.76 M) SW OF END OF PAVEMENT RWY 5
 GU2648'AND SLIGHTLY OFF CL EXT, 34.15 FT (10.41 M) SE OF THE CENTER OF THE
 GU2648'FIRST ABANDONED THRESHOLD LIGHT BASE NW OF CL, AND 32.60 FT (9.94 M)
 GU2648'NW OF THE FIRST ABANDONED THRESHOLD LIGHT BASE SE OF CL.  THE STATION
 GU2648'IS A STANDARD USCGS BM DISK STAMPED Q 738 1945 AND SET IN THE TOP OF
 GU2648'AN 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW5177 ***********************************************************************
 EW5177  DESIGNATION -  Q 740
 EW5177  PID         -  EW5177
 EW5177  STATE/COUNTY-  CA/VENTURA
 EW5177  USGS QUAD   -  CAMARILLO (1967)
 EW5177
 EW5177                         *CURRENT SURVEY CONTROL
 EW5177  ___________________________________________________________________
 EW5177* NAD 83(1986)-  34 12 41.     (N)    119 04 53.     (W)     SCALED    
 EW5177* NAVD 88     -        22.61   (+/-2cm)      74.2    (feet)  VERTCON   
 EW5177  ___________________________________________________________________
 EW5177  GEOID HEIGHT-         -35.72  (meters)                     GEOID09
 EW5177  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5177
 EW5177.This mark is at Camarillo Airport (CMA)
 EW5177
 EW5177.The horizontal coordinates were scaled from a topographic map and have
 EW5177.an estimated accuracy of +/- 6 seconds.
 EW5177.
 EW5177.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5177
 EW5177.The vertical order pertains to the NGVD 29 superseded value.
 EW5177
 EW5177.The geoid height was determined by GEOID09.
 EW5177
 EW5177;                    North         East    Units  Estimated Accuracy
 EW5177;SPC CA 5     -   579,450.    1,900,350.      MT  (+/- 180 meters Scaled)
 EW5177
 EW5177                          SUPERSEDED SURVEY CONTROL
 EW5177
 EW5177  NGVD 29 (??/??/92)   21.879  (m)           71.78   (f) ADJ UNCH    1 2
 EW5177
 EW5177.Superseded values are not recommended for survey control.
 EW5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5177.See file dsdata.txt to determine how the superseded data were derived.
 EW5177
 EW5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT082875(NAD 83)
 EW5177
 EW5177_MARKER: DB = BENCH MARK DISK
 EW5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5177_STAMPING: Q 740 1945
 EW5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5177+STABILITY: SURFACE MOTION
 EW5177
 EW5177  HISTORY     - Date     Condition        Report By
 EW5177  HISTORY     - 1945     MONUMENTED       CGS
 EW5177  HISTORY     - 1960     GOOD             CGS
 EW5177  HISTORY     - 1966     GOOD             CGS
 EW5177
 EW5177                          STATION DESCRIPTION
 EW5177
 EW5177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EW5177'4.5 MI W FROM CAMARILLO.
 EW5177'THE BASE ENGINEER STATES THIS MARK IS IN GOOD CONDITION.  THIS
 EW5177'AIRPORT IS NOW THE OXNARD AIR FORCE BASE AND MANY CHANGES HAVE
 EW5177'BEEN MADE.  A NEW DESCRIPTION FOLLOWS.  2.8 MILES WEST ALONG
 EW5177'THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CAMARILLO,
 EW5177'THENCE 0.7 MILES NORTH ALONG LOS POSAS ROAD, THENCE 0.6 MILES
 EW5177'WEST ALONG PLEASANT VALLEY ROAD TO THE WEST ENTRANCE (EUBANK
 EW5177'STREET GATE) TO THE AIR FORCE BASE, THENCE 0.3 MILE NORTH ALONG
 EW5177'EUBANK STREET TO BUILDING 339 ON THE LEFT, THENCE ABOUT 350 FEET
 EW5177'WEST OF EUBANK STREET AT THE NORTHWEST CORNER OF BUILDING 339,
 EW5177'0.8 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 EW5177'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT.
 EW5177
 EW5177                          STATION RECOVERY (1966)
 EW5177
 EW5177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EW5177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0106 ***********************************************************************
 DC0106  DESIGNATION -  Q 741
 DC0106  PID         -  DC0106
 DC0106  STATE/COUNTY-  CA/SAN DIEGO
 DC0106  USGS QUAD   -  OTAY MESA (1975)
 DC0106
 DC0106                         *CURRENT SURVEY CONTROL
 DC0106  ___________________________________________________________________
 DC0106* NAD 83(1986)-  32 34 18.     (N)    116 59 36.     (W)     SCALED    
 DC0106* NAVD 88     -       159.701  (meters)     523.95   (feet)  ADJUSTED  
 DC0106  ___________________________________________________________________
 DC0106  GEOID HEIGHT-         -34.63  (meters)                     GEOID09
 DC0106  DYNAMIC HT  -         159.517 (meters)     523.35  (feet)  COMP
 DC0106  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 DC0106
 DC0106  VERT ORDER  -  SECOND    CLASS II
 DC0106
 DC0106.This mark is at Brown Fld Municipal Airport (SDM)
 DC0106
 DC0106.The horizontal coordinates were scaled from a topographic map and have
 DC0106.an estimated accuracy of +/- 6 seconds.
 DC0106.
 DC0106.The orthometric height was determined by differential leveling and
 DC0106.adjusted in April 2006.
 DC0106
 DC0106.No vertical observational check was made to the station.
 DC0106
 DC0106.The geoid height was determined by GEOID09.
 DC0106
 DC0106.The dynamic height is computed by dividing the NAVD 88
 DC0106.geopotential number by the normal gravity value computed on the
 DC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0106.degrees latitude (g = 980.6199 gals.).
 DC0106
 DC0106.The modeled gravity was interpolated from observed gravity values.
 DC0106
 DC0106;                    North         East    Units  Estimated Accuracy
 DC0106;SPC CA 6     -   545,170.    1,930,200.      MT  (+/- 180 meters Scaled)
 DC0106
 DC0106                          SUPERSEDED SURVEY CONTROL
 DC0106
 DC0106  NAVD 88 (06/15/91)  159.680  (m)          523.88   (f) UNKNOWN     1 2
 DC0106  NGVD 29 (??/??/??)  158.985  (m)          521.60   (f) ADJUSTED    1 2
 DC0106
 DC0106.Superseded values are not recommended for survey control.
 DC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0106.See file dsdata.txt to determine how the superseded data were derived.
 DC0106
 DC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS006038(NAD 83)
 DC0106
 DC0106_MARKER: DB = BENCH MARK DISK
 DC0106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DC0106+WITH SETTING: PAVEMENT
 DC0106_SP_SET: TOWER LEG FOUNDATION
 DC0106_STAMPING: Q 741 1945
 DC0106_MARK LOGO: CGS   
 DC0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0106+STABILITY: SURFACE MOTION
 DC0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0106+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 DC0106
 DC0106  HISTORY     - Date     Condition        Report By
 DC0106  HISTORY     - 1945     MONUMENTED       CGS
 DC0106  HISTORY     - 1955     GOOD             CGS
 DC0106  HISTORY     - 1969     GOOD             CA-073
 DC0106  HISTORY     - 1981     GOOD             USGS
 DC0106  HISTORY     - 1987     GOOD             NGS
 DC0106  HISTORY     - 20030828 GOOD             JOHFRA
 DC0106  HISTORY     - 20030828 GOOD             JOHFRA
 DC0106
 DC0106                          STATION DESCRIPTION
 DC0106
 DC0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0106'AT BROWN FIELD NAAS.
 DC0106'AT BROWN FIELD NAVAL AUXILIARY AIR STATION, AT THE WEST END
 DC0106'OF A PLANE-PARKING STRIP, AT A 30-FOOT-HIGH STEEL DERRICK, IN
 DC0106'THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE ANCHOR BLOCK,
 DC0106'12.5 FEET WEST OF THE WEST EDGE OF THE CONCRETE APRON, 2.8 FEET
 DC0106'SOUTHWEST OF THE SOUTHWEST IRON BRACE, AND ABOUT 2 FEET ABOVE
 DC0106'THE GROUND.
 DC0106
 DC0106                          STATION RECOVERY (1969)
 DC0106
 DC0106'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0106'RECOVERED IN GOOD CONDITION.
 DC0106
 DC0106                          STATION RECOVERY (1981)
 DC0106
 DC0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DC0106'RECOVERED IN GOOD CONDITION.
 DC0106
 DC0106                          STATION RECOVERY (1987)
 DC0106
 DC0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0106'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.26 KM (0.15
 DC0106'MI) NORTHWEST ALONG CONTINENTAL ROAD FROM THE JUNCTION OF OTAY MESA
 DC0106'ROAD AT BROWN FIELD AIRPORT, THENCE 0.7 KM (0.45 MI) WEST ALONG
 DC0106'CURREN STREET, THENCE 0.07 KM (0.05 MI) NORTH ALONG A DIRT ROAD AND
 DC0106'ALONG THE WEST EDGE OF A CONCRETE PARKING AREA, IN TOP AND CENTER OF
 DC0106'THE SOUTHMOST 1 OF 4 CONCRETE PADS FOR A TOWER (THE TOWER HAS SINCE
 DC0106'BEEN REMOVED), 10.0 M (32.8 FT) EAST OF THE ROAD CENTER, 5.1 M (16.7
 DC0106'FT) WEST OF THE WEST EDGE OF THE CONCRETE PARKING AREA.
 DC0106'THE MARK IS 0.4 M ABOVE THE GROUND.
 DC0106
 DC0106                          STATION RECOVERY (2003)
 DC0106
 DC0106'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 DC0106'HANDHELD GPS POSITION = N32-34-17.8 W116-59-36.8
 DC0106
 DC0106                          STATION RECOVERY (2003)
 DC0106
 DC0106'RECOVERY NOTE BY JOHNSON-FRANK 2003
 DC0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0006 ***********************************************************************
 LU0006  DESIGNATION -  Q 742
 LU0006  PID         -  LU0006
 LU0006  STATE/COUNTY-  CA/SHASTA
 LU0006  USGS QUAD   -  REDDING (1969)
 LU0006
 LU0006                         *CURRENT SURVEY CONTROL
 LU0006  ___________________________________________________________________
 LU0006* NAD 83(1986)-  40 34 38.     (N)    122 24 19.     (W)     SCALED    
 LU0006* NAVD 88     -       219.20   (+/-2cm)     719.2    (feet)  VERTCON   
 LU0006  ___________________________________________________________________
 LU0006  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 LU0006  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0006
 LU0006.The horizontal coordinates were scaled from a topographic map and have
 LU0006.an estimated accuracy of +/- 6 seconds.
 LU0006.
 LU0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0006
 LU0006.The vertical order pertains to the NGVD 29 superseded value.
 LU0006
 LU0006.The geoid height was determined by GEOID09.
 LU0006
 LU0006;                    North         East    Units  Estimated Accuracy
 LU0006;SPC CA 1     -   638,200.    1,965,690.      MT  (+/- 180 meters Scaled)
 LU0006
 LU0006                          SUPERSEDED SURVEY CONTROL
 LU0006
 LU0006  NGVD 29 (??/??/92)  218.401  (m)          716.54   (f) ADJ UNCH    1 2
 LU0006
 LU0006.Superseded values are not recommended for survey control.
 LU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0006.See file dsdata.txt to determine how the superseded data were derived.
 LU0006
 LU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503919(NAD 83)
 LU0006
 LU0006_MARKER: DB = BENCH MARK DISK
 LU0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0006_SP_SET: MONUMENT
 LU0006_STAMPING: Q 742 1944
 LU0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0006
 LU0006  HISTORY     - Date     Condition        Report By
 LU0006  HISTORY     - 1944     MONUMENTED       CGS
 LU0006  HISTORY     - 1948     GOOD             CGS
 LU0006
 LU0006                          STATION DESCRIPTION
 LU0006
 LU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LU0006'0.9 MI SW FROM REDDING.
 LU0006'AT BENTON AIRPORT, SHASTA COUNTY, DIECTLY IN FRONT OF THE
 LU0006'ADMINISTRATION BUILDING AND THE FLAGPOLE, IN THE CONCRETE BASE
 LU0006'OF THE GRANITE MONUMENT TO LIEUTENANT JOHN W. BENTON (IN WHOSE
 LU0006'HONOR THE AIRPORT IS NAMES), 0.3 FOOT EAST OF THE EAST BASE
 LU0006'OF THE MONUMENT, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A
 LU0006'STANDARD DISK, STAMPED Q 742 1944.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1006 ***********************************************************************
 KS1006  DESIGNATION -  Q 743
 KS1006  PID         -  KS1006
 KS1006  STATE/COUNTY-  CA/BUTTE
 KS1006  USGS QUAD   -  PALERMO (1970)
 KS1006
 KS1006                         *CURRENT SURVEY CONTROL
 KS1006  ___________________________________________________________________
 KS1006* NAD 83(1986)-  39 29 44.     (N)    121 36 50.     (W)     SCALED    
 KS1006* NAVD 88     -        58.321  (meters)     191.34   (feet)  ADJUSTED  
 KS1006  ___________________________________________________________________
 KS1006  GEOID HEIGHT-         -27.97  (meters)                     GEOID09
 KS1006  DYNAMIC HT  -          58.288 (meters)     191.23  (feet)  COMP
 KS1006  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KS1006
 KS1006  VERT ORDER  -  FIRST     CLASS II
 KS1006
 KS1006.This mark is at Oroville Municipal Airport (OVE)
 KS1006
 KS1006.The horizontal coordinates were scaled from a topographic map and have
 KS1006.an estimated accuracy of +/- 6 seconds.
 KS1006.
 KS1006.The orthometric height was determined by differential leveling and
 KS1006.adjusted in June 1991.
 KS1006
 KS1006.The geoid height was determined by GEOID09.
 KS1006
 KS1006.The dynamic height is computed by dividing the NAVD 88
 KS1006.geopotential number by the normal gravity value computed on the
 KS1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1006.degrees latitude (g = 980.6199 gals.).
 KS1006
 KS1006.The modeled gravity was interpolated from observed gravity values.
 KS1006
 KS1006;                    North         East    Units  Estimated Accuracy
 KS1006;SPC CA 2     -   703,090.    2,033,210.      MT  (+/- 180 meters Scaled)
 KS1006
 KS1006                          SUPERSEDED SURVEY CONTROL
 KS1006
 KS1006  NGVD 29 (??/??/??)   57.606  (m)          189.00   (f) ADJUSTED    1 2
 KS1006
 KS1006.Superseded values are not recommended for survey control.
 KS1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1006.See file dsdata.txt to determine how the superseded data were derived.
 KS1006
 KS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ191726(NAD 83)
 KS1006
 KS1006_MARKER: P = PIPE CAP
 KS1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1006_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS1006_STAMPING: Q 743
 KS1006_MARK LOGO: USE   
 KS1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS1006+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988
 KS1006
 KS1006  HISTORY     - Date     Condition        Report By
 KS1006  HISTORY     - UNK      MONUMENTED       DOD
 KS1006  HISTORY     - 1948     GOOD             CGS
 KS1006  HISTORY     - 19880804 GOOD             NGS
 KS1006
 KS1006                          STATION DESCRIPTION
 KS1006
 KS1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1006'AT OROVILLE MUN AP.
 KS1006'AT OROVILLE MUNICIPAL AIRPORT, BUTTE COUNTY, 0.15 MILE SOUTH
 KS1006'OF THE MAIN GATE, DIRECTLY UNDER THE CONTROL TOWER, AND BETWEEN
 KS1006'THE FOUR LEGS OF THE TOWER.  A CORPS OF ENGINEERS, U.S. ARMY,
 KS1006'STANDARD CAP, STAMPED Q 743 AND SCREWED ON THE TOP OF A 3-INCH
 KS1006'IRON PIPE REINFORCED WITH CONCRETE AND PROJECTING 1 FOOT ABOVE
 KS1006'GROUND.
 KS1006
 KS1006                          STATION RECOVERY (1988)
 KS1006
 KS1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1006'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.3 KM
 KS1006'(2.05 MI) WESTERLY ALONG STATE HIGHWAY 162 FROM THE JUNCTION OF STATE
 KS1006'HIGHWAY 70 IN OROVILLE, THENCE 0.3 KM (0.20 MI) SOUTH ALONG CHUCK
 KS1006'YEAGER DRIVE, AT THE OROVILLE MUNICIPAL AIRPORT, 40.6 M (133.2 FT)
 KS1006'WEST OF THE CENTER OF THE DRIVE, 19.2 M (63.0 FT) SOUTH OF THE CENTER
 KS1006'OF A PAVED ROAD LEADING TO THE AIRPORT TIE DOWN AREA AND HANGARS, 6.9
 KS1006'M (22.6 FT) NORTH OF THE NORTH FACE OF AN OLD HANGAR, 0.4 M (1.3 FT)
 KS1006'SOUTHEAST OF A WITNESS POST, LEVEL WITH THE DRIVE, AND IS A CAP
 KS1006'SCREWED ON A 3-INCH IRON PIPE THAT PROJECTS 0.25 M (0.8 FT) ABOVE THE
 KS1006'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0994 ***********************************************************************
 JS0994  DESIGNATION -  Q 744
 JS0994  PID         -  JS0994
 JS0994  STATE/COUNTY-  CA/SACRAMENTO
 JS0994  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0994
 JS0994                         *CURRENT SURVEY CONTROL
 JS0994  ___________________________________________________________________
 JS0994* NAD 83(1986)-  38 35 52.     (N)    121 26 56.     (W)     SCALED    
 JS0994* NAVD 88     -        12.609  (meters)      41.37   (feet)  ADJUSTED  
 JS0994  ___________________________________________________________________
 JS0994  GEOID HEIGHT-         -30.75  (meters)                     GEOID09
 JS0994  DYNAMIC HT  -          12.601 (meters)      41.34  (feet)  COMP
 JS0994  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JS0994
 JS0994  VERT ORDER  -  FIRST     CLASS I
 JS0994
 JS0994.The horizontal coordinates were scaled from a topographic map and have
 JS0994.an estimated accuracy of +/- 6 seconds.
 JS0994.
 JS0994.The orthometric height was determined by differential leveling and
 JS0994.adjusted in June 1991.
 JS0994
 JS0994.The geoid height was determined by GEOID09.
 JS0994
 JS0994.The dynamic height is computed by dividing the NAVD 88
 JS0994.geopotential number by the normal gravity value computed on the
 JS0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0994.degrees latitude (g = 980.6199 gals.).
 JS0994
 JS0994.The modeled gravity was interpolated from observed gravity values.
 JS0994
 JS0994;                    North         East    Units  Estimated Accuracy
 JS0994;SPC CA 2     -   603,500.    2,048,010.      MT  (+/- 180 meters Scaled)
 JS0994
 JS0994                          SUPERSEDED SURVEY CONTROL
 JS0994
 JS0994  NGVD 29 (??/??/92)   11.836  (m)           38.83   (f) ADJ UNCH    1 1
 JS0994
 JS0994.Superseded values are not recommended for survey control.
 JS0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0994.See file dsdata.txt to determine how the superseded data were derived.
 JS0994
 JS0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH350732(NAD 83)
 JS0994
 JS0994_MARKER: DB = BENCH MARK DISK
 JS0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0994_SP_SET: BRIDGE
 JS0994_STAMPING: Q 744 1945
 JS0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0994
 JS0994  HISTORY     - Date     Condition        Report By
 JS0994  HISTORY     - 1945     MONUMENTED       CGS
 JS0994  HISTORY     - 1969     GOOD             CGS
 JS0994  HISTORY     - 20040106 MARK NOT FOUND   CADWR
 JS0994  HISTORY     - 20040408 MARK NOT FOUND   CADT
 JS0994
 JS0994                          STATION DESCRIPTION
 JS0994
 JS0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0994'1 MI N FROM SACRAMENTO.
 JS0994'0.95 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0994'FROM ELVAS TOWER AT SACRAMENTO, ABOUT 0.25 MILE NORTH OF THE
 JS0994'NORTH END OF A BRIDGE OVER THE AMERICAN RIVER, 200 FEET SOUTH OF
 JS0994'THE EXTENDED CENTER LINE OF TRIBUTE ROAD EAST, DIRECTLY OPPOSITE
 JS0994'KXOA RADIO TOWERS, IN THE TOP AND 0.8 FOOT EAST OF THE WEST
 JS0994'END OF THE SOUTH CONCRETE ABUTMENT OF A SMALL WOODEN BRIDGE, 8.8
 JS0994'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT 4 1/2
 JS0994'FEET LOWER THAN THE TRACK.
 JS0994
 JS0994                          STATION RECOVERY (2004)
 JS0994
 JS0994'RECOVERY NOTE BY CA DEPT OF WATER RES 2004
 JS0994'SMALL WOODEN BRIDGE REPLACED BY A NEW CONCRETE BRIDGE OVER EXPOSITION
 JS0994'BLVD
 JS0994
 JS0994                          STATION RECOVERY (2004)
 JS0994
 JS0994'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0994'BRIDGE IS GONE
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0039 ***********************************************************************
 HS0039  DESIGNATION -  Q 745
 HS0039  PID         -  HS0039
 HS0039  STATE/COUNTY-  CA/STANISLAUS
 HS0039  USGS QUAD   -  SOLYO (1991)
 HS0039
 HS0039                         *CURRENT SURVEY CONTROL
 HS0039  ___________________________________________________________________
 HS0039* NAD 83(1986)-  37 35 41.     (N)    121 18 23.     (W)     SCALED    
 HS0039* NAVD 88     -        51.64   (+/-2cm)     169.4    (feet)  VERTCON   
 HS0039  ___________________________________________________________________
 HS0039  GEOID HEIGHT-         -32.18  (meters)                     GEOID09
 HS0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS0039
 HS0039.The horizontal coordinates were scaled from a topographic map and have
 HS0039.an estimated accuracy of +/- 6 seconds.
 HS0039.
 HS0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0039
 HS0039.The vertical order pertains to the NGVD 29 superseded value.
 HS0039
 HS0039.The geoid height was determined by GEOID09.
 HS0039
 HS0039;                    North         East    Units  Estimated Accuracy
 HS0039;SPC CA 3     -   621,800.    1,928,790.      MT  (+/- 180 meters Scaled)
 HS0039
 HS0039                          SUPERSEDED SURVEY CONTROL
 HS0039
 HS0039  NGVD 29 (??/??/92)   50.890  (m)          166.96   (f) ADJ UNCH    2 0
 HS0039
 HS0039.Superseded values are not recommended for survey control.
 HS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0039.See file dsdata.txt to determine how the superseded data were derived.
 HS0039
 HS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG495621(NAD 83)
 HS0039
 HS0039_MARKER: DB = BENCH MARK DISK
 HS0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0039_STAMPING: Q 745 1945
 HS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0039+STABILITY: SURFACE MOTION
 HS0039
 HS0039  HISTORY     - Date     Condition        Report By
 HS0039  HISTORY     - 1945     MONUMENTED       CGS
 HS0039  HISTORY     - 1965     GOOD             CGS
 HS0039
 HS0039                          STATION DESCRIPTION
 HS0039
 HS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HS0039'3.4 MI SW FROM VERNALIS.
 HS0039'2.4 MILES SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND
 HS0039'POST OFFICE AT VERNALIS, THENCE 1.0 MILE WEST ALONG GAFFERY
 HS0039'ROAD, IN R6E T4S S9, AT VERNALIS NAVAL AUXILIARY AIR STATION,
 HS0039'41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19.3 FEET SOUTH
 HS0039'OF BENCH MARK R 933, 4.2 FEET NORTH OF A FENCE CORNER, AND SET
 HS0039'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1954 ***********************************************************************
 DX1954  DESIGNATION -  Q 748
 DX1954  PID         -  DX1954
 DX1954  STATE/COUNTY-  CA/ORANGE
 DX1954  USGS QUAD   -  TUSTIN (1981)
 DX1954
 DX1954                         *CURRENT SURVEY CONTROL
 DX1954  ___________________________________________________________________
 DX1954* NAD 83(1986)-  33 40 20.     (N)    117 51 59.     (W)     SCALED    
 DX1954* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 DX1954  ___________________________________________________________________
 DX1954  GEOID HEIGHT-         -34.99  (meters)                     GEOID09
 DX1954  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1954
 DX1954.This mark is at John Wayne Airport/orange Co  (SNA)
 DX1954
 DX1954.The horizontal coordinates were scaled from a topographic map and have
 DX1954.an estimated accuracy of +/- 6 seconds.
 DX1954.
 DX1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1954
 DX1954.The vertical order pertains to the NGVD 29 superseded value.
 DX1954
 DX1954.The geoid height was determined by GEOID09.
 DX1954
 DX1954;                    North         East    Units  Estimated Accuracy
 DX1954;SPC CA 6     -   668,130.    1,850,110.      MT  (+/- 180 meters Scaled)
 DX1954
 DX1954                          SUPERSEDED SURVEY CONTROL
 DX1954
 DX1954  NGVD 29 (??/??/??)   13.680  (m)           44.88   (f) ADJUSTED    1 2
 DX1954
 DX1954.Superseded values are not recommended for survey control.
 DX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1954.See file dsdata.txt to determine how the superseded data were derived.
 DX1954
 DX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196261(NAD 83)
 DX1954
 DX1954_MARKER: P = PIPE CAP
 DX1954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1954_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1954_STAMPING: Q 748 1945
 DX1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1954
 DX1954  HISTORY     - Date     Condition        Report By
 DX1954  HISTORY     - 1945     MONUMENTED       DOD
 DX1954  HISTORY     - 1955     MARK NOT FOUND   CGS
 DX1954  HISTORY     - 1958     GOOD             CGS
 DX1954  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX1954
 DX1954                          STATION DESCRIPTION
 DX1954
 DX1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1954'AT ORANGE COUNTY AIRPORT.
 DX1954'AT THE JUNCTION OF THE ROAD LEADING NORTH TO SANTA ANA AND
 DX1954'THE ROAD LEADING SOUTHWEST TO THE MAIN GATE, 33 FEET WEST OF
 DX1954'THE CENTERLINE OF THE SANTA ANA ROAD, 20.5 FEET EAST OF THE
 DX1954'CENTERLINE OF THE ROAD TO THE GATE, 13.3 FEET SOUTHWEST OF THE
 DX1954'WEST HEADWALL OF A CULVERT, AND LEVEL WITH THE GROUND.  A CORPS
 DX1954'OF ENGINEERS, U.S. ARMY, STANDARD CAP STAMPED Q 748 1945 AND
 DX1954'RIVETED ON THE TOP OF A 1-INCH IRON PIPE.
 DX1954
 DX1954                          STATION RECOVERY (1958)
 DX1954
 DX1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1954'RECOVERED IN GOOD CONDITION.
 DX1954
 DX1954                          STATION RECOVERY (2002)
 DX1954
 DX1954'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX1954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0552 ***********************************************************************
 DB0552  DESIGNATION -  Q 750
 DB0552  PID         -  DB0552
 DB0552  STATE/COUNTY-  CA/IMPERIAL
 DB0552  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0552
 DB0552                         *CURRENT SURVEY CONTROL
 DB0552  ___________________________________________________________________
 DB0552* NAD 83(1986)-  32 50 40.     (N)    115 16 44.     (W)     SCALED    
 DB0552* NAVD 88     -        17.128  (meters)      56.19   (feet)  ADJUSTED  
 DB0552  ___________________________________________________________________
 DB0552  GEOID HEIGHT-         -34.49  (meters)                     GEOID09
 DB0552  DYNAMIC HT  -          17.109 (meters)      56.13  (feet)  COMP
 DB0552  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 DB0552
 DB0552  VERT ORDER  -  FIRST     CLASS II
 DB0552
 DB0552.The horizontal coordinates were scaled from a topographic map and have
 DB0552.an estimated accuracy of +/- 6 seconds.
 DB0552.
 DB0552.The orthometric height was determined by differential leveling and
 DB0552.adjusted in March 1994.
 DB0552
 DB0552.The geoid height was determined by GEOID09.
 DB0552
 DB0552.The dynamic height is computed by dividing the NAVD 88
 DB0552.geopotential number by the normal gravity value computed on the
 DB0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0552.degrees latitude (g = 980.6199 gals.).
 DB0552
 DB0552.The modeled gravity was interpolated from observed gravity values.
 DB0552
 DB0552;                    North         East    Units  Estimated Accuracy
 DB0552;SPC CA 6     -   575,590.    2,090,910.      MT  (+/- 180 meters Scaled)
 DB0552
 DB0552                          SUPERSEDED SURVEY CONTROL
 DB0552
 DB0552  NGVD 29 (??/??/??)   16.369  (m)           53.70   (f) ADJUSTED    1 2
 DB0552
 DB0552.Superseded values are not recommended for survey control.
 DB0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0552.See file dsdata.txt to determine how the superseded data were derived.
 DB0552
 DB0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS610353(NAD 83)
 DB0552
 DB0552_MARKER: DB = BENCH MARK DISK
 DB0552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DB0552_SP_SET: FOOTING
 DB0552_STAMPING: Q 750 1945
 DB0552_MARK LOGO: CGS   
 DB0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0552+STABILITY: SURFACE MOTION
 DB0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0552+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 DB0552
 DB0552  HISTORY     - Date     Condition        Report By
 DB0552  HISTORY     - 1945     MONUMENTED       CGS
 DB0552  HISTORY     - 1965     GOOD             CGS
 DB0552  HISTORY     - 1985     GOOD             CA-025
 DB0552  HISTORY     - 19881006 GOOD             CA-025
 DB0552  HISTORY     - 19911029 GOOD             CA-025
 DB0552
 DB0552                          STATION DESCRIPTION
 DB0552
 DB0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DB0552'AT HOLTVILLE.
 DB0552'THE BENCH MARK IS SITUATED 0.3 MILE NORTH OF THE TUBERCULOSIS
 DB0552'SANITARIUM ADMINISTRATION BUILDING, ALONG THE SOUTHWEST SIDE OF
 DB0552'AN AIRCRAFT TAXI-WAY, IN THE SOUTHWEST CONCRETE BASE OF A LARGE
 DB0552'ANCHOR FOR A STEEL AIRCRAFT ENGINE PULL DERRICK, 2.5 FEET ABOVE
 DB0552'THE GROUND, AND 2 FEET SOUTHWEST OF THE IRON ANCHOR BRACE.
 DB0552'NOTE-- THE HOLTVILLE NAVAL AUXILIARY AIR STATION IS NOW THE
 DB0552'IMPERIAL VALLEY TUBERCULOSIS SANITARIUM, AND THE CONTROL TOWER
 DB0552'AND OPERATIONS BUILDING HAS BEEN RAZED.
 DB0552
 DB0552                          STATION RECOVERY (1985)
 DB0552
 DB0552'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0552'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 DB0552'FROM THE INTERSECTION OF MAIN STREET AND HOLT AVENUE IN HOLTVILLE,
 DB0552'PROCEED 1.5 MILES NORTH ALONG HOLT AVENUE, THENCE 5.4 MILES EAST
 DB0552'ALONG NORRISH ROAD TO THE EAST HIGHLINE CANAL, PROCEED ACROSS THE
 DB0552'THE CANAL FOR 0.10 MILE TO A Y  JUNCTION, BEAR RIGHT FOR 0.75
 DB0552'MILE TO A GATE AND FENCE AT THE OLD HOLTVILLE AIRSTRIP, PROCEED
 DB0552'ONTO THE AIRFIELD THEN LEFT PARALLEL TO THE TAXIWAY 0.25 MILE
 DB0552'TO A 4 LEGGED HOIST, 25 FEET SOUTH OF THE TAXIWAY AND ABOUT 2.5
 DB0552'FEET ABOVE THE GROUND, SET ON TOP AND AT THE CENTERLINE OF A 6 BY
 DB0552'6 FOOT SQUARE FOOTING FOR THE SOUTHERN LEG OF THE HOIST.
 DB0552'BM HAS BEEN TAMPERED WITH BUT IT IS STILL IN GOOD CONDITION.
 DB0552
 DB0552                          STATION RECOVERY (1988)
 DB0552
 DB0552'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0552'RECOVERED IN GOOD CONDITION.
 DB0552
 DB0552                          STATION RECOVERY (1991)
 DB0552
 DB0552'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0552'FROM THE INTERSECTION OF MAIN STREET AND HOLT AVENUE IN HOLTVILLE,
 DB0552'PROCEED 1.5 MI (2.4 KM) NORTH ALONG HOLT AVENUE, THENCE 5.4 MI
 DB0552'(8.7 KM) EAST ALONG NORRISH ROAD TO THE EAST HIGHLINE CANAL, PROCEED
 DB0552'ACROSS THE THE CANAL FOR 0.10 MI (0.16 KM) TO A Y JUNCTION, BEAR
 DB0552'RIGHT FOR 0.75 MI (1.21 KM) TO A GATE AND FENCE AT THE OLD HOLTVILLE
 DB0552'AIRSTRIP, PROCEED ONTO THE AIRFIELD THEN LEFT PARALLEL TO THE TAXIWAY
 DB0552'0.25 MI (0.40 KM) TO A 4 LEGGED HOIST, 25 FT (7.6 M) SOUTH OF THE
 DB0552'TAXIWAY AND ABOUT 2.5 FT (0.8 M) ABOVE THE GROUND, SET ON TOP AND AT
 DB0552'THE CENTERLINE OF A 6- BY 6-FT SQUARE FOOTING FOR THE SOUTHERN LEG OF
 DB0552'THE HOIST. NOTE--BM HAS BEEN TAMPERED WITH BUT IT IS STILL IN GOOD
 DB0552'CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0737 ***********************************************************************
 DW0737  DESIGNATION -  Q 751
 DW0737  PID         -  DW0737
 DW0737  STATE/COUNTY-  CA/RIVERSIDE
 DW0737  USGS QUAD   -  RIPLEY (1975)
 DW0737
 DW0737                         *CURRENT SURVEY CONTROL
 DW0737  ___________________________________________________________________
 DW0737* NAD 83(1986)-  33 36 35.     (N)    114 41 25.     (W)     SCALED    
 DW0737* NAVD 88     -       103.097  (meters)     338.24   (feet)  ADJUSTED  
 DW0737  ___________________________________________________________________
 DW0737  GEOID HEIGHT-         -32.84  (meters)                     GEOID09
 DW0737  DYNAMIC HT  -         102.984 (meters)     337.87  (feet)  COMP
 DW0737  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DW0737
 DW0737  VERT ORDER  -  FIRST     CLASS II
 DW0737
 DW0737.This mark is at Blythe Airport (BLH)
 DW0737
 DW0737.The horizontal coordinates were scaled from a topographic map and have
 DW0737.an estimated accuracy of +/- 6 seconds.
 DW0737.
 DW0737.The orthometric height was determined by differential leveling and
 DW0737.adjusted in June 1991.
 DW0737
 DW0737.The geoid height was determined by GEOID09.
 DW0737
 DW0737.The dynamic height is computed by dividing the NAVD 88
 DW0737.geopotential number by the normal gravity value computed on the
 DW0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0737.degrees latitude (g = 980.6199 gals.).
 DW0737
 DW0737.The modeled gravity was interpolated from observed gravity values.
 DW0737
 DW0737;                    North         East    Units  Estimated Accuracy
 DW0737;SPC CA 6     -   661,120.    2,144,740.      MT  (+/- 180 meters Scaled)
 DW0737
 DW0737                          SUPERSEDED SURVEY CONTROL
 DW0737
 DW0737  NGVD 29 (??/??/??)  102.423  (m)          336.03   (f) ADJUSTED    1 2
 DW0737
 DW0737.Superseded values are not recommended for survey control.
 DW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0737.See file dsdata.txt to determine how the superseded data were derived.
 DW0737
 DW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT142212(NAD 83)
 DW0737
 DW0737_MARKER: DB = BENCH MARK DISK
 DW0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0737_STAMPING: Q 751 1945
 DW0737_MARK LOGO: CGS   
 DW0737_PROJECTION: PROJECTING 10 CENTIMETERS
 DW0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0737+STABILITY: SURFACE MOTION
 DW0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0737+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2007
 DW0737
 DW0737  HISTORY     - Date     Condition        Report By
 DW0737  HISTORY     - 1945     MONUMENTED       CGS
 DW0737  HISTORY     - 1966     GOOD             CGS
 DW0737  HISTORY     - 1981     GOOD             NGS
 DW0737  HISTORY     - 20071115 GOOD             JCLS
 DW0737
 DW0737                          STATION DESCRIPTION
 DW0737
 DW0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0737'5.4 MI W FROM BLYTHE.
 DW0737'ALONG U.S. HIGHWAY 60, 5.4 MILES WEST OF THE POST OFFICE AT
 DW0737'BLYTHE, AT THE BLYTHE ARMY AIR FIELD, 0.2 MILE WEST OF GATE
 DW0737'NO. 3 (THE SOUTHEAST GATE) TO THE AIRFIELD, 46.0 FEET NORTH OF THE
 DW0737'CENTER-LINE OF THE HIGHWAY, 9.5 FEET EAST OF THE SIXTH POWER
 DW0737'POLE (POLE NO. 79503) WEST OF THE SOUTHEAST BOUNDARY FENCE CORNER
 DW0737'OF THE AIRFIELD, 6.0 FEET NORTH OF BOUNDARY FENCE LINE, 2.0 FEET
 DW0737'WEST OF REFERENCE POST, SET IN THE TOP OF A WHITE PAINTED
 DW0737'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  AN IRON
 DW0737'BENCH-MARK DISK, STAMPED N 751 1945.  NOTE-- THE AIRPORT IS NO
 DW0737'LONGER AN ARMY FIELD.  IT IS NOW KNOWN AS BLYTHE INTERMEDIATE FIELD.
 DW0737
 DW0737                          STATION RECOVERY (1966)
 DW0737
 DW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DW0737'RECOVERED IN GOOD CONDITION.
 DW0737
 DW0737                          STATION RECOVERY (1981)
 DW0737
 DW0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0737'11.3 KM (7.05 MI) WEST ALONG HOBSON WAY FROM THE JUNCTION OF U.S.
 DW0737'HIGHWAY 95 IN BLYTHE, 0.2 KM (0.1 MI) EAST OF A HIGH TENSION POWER
 DW0737'LINE CROSSING, 14.0 METERS (46.0 FT) NORTH OF THE CENTERLINE OF HOBSON
 DW0737'WAY, 2.9 METERS (9.5 FT) EAST OF POWER LINE POLE NUMBER 79503, 1.2
 DW0737'METERS (4.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 DW0737'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 DW0737'THE MARK IS ABOVE LEVEL WITH HOBSON WAY.
 DW0737
 DW0737                          STATION RECOVERY (2007)
 DW0737
 DW0737'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 DW0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0117 ***********************************************************************
 EV0117  DESIGNATION -  Q 752
 EV0117  PID         -  EV0117
 EV0117  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0117  USGS QUAD   -  ADELANTO (1993)
 EV0117
 EV0117                         *CURRENT SURVEY CONTROL
 EV0117  ___________________________________________________________________
 EV0117* NAD 83(1986)-  34 34 45.     (N)    117 22 58.     (W)     SCALED    
 EV0117* NAVD 88     -       879.55   (+/-2cm)    2885.7    (feet)  VERTCON   
 EV0117  ___________________________________________________________________
 EV0117  GEOID HEIGHT-         -31.95  (meters)                     GEOID09
 EV0117  VERT ORDER  -  THIRD (See Below)
 EV0117
 EV0117.The horizontal coordinates were scaled from a topographic map and have
 EV0117.an estimated accuracy of +/- 6 seconds.
 EV0117.
 EV0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0117
 EV0117.The vertical order pertains to the NGVD 29 superseded value.
 EV0117
 EV0117.The geoid height was determined by GEOID09.
 EV0117
 EV0117;                    North         East    Units  Estimated Accuracy
 EV0117;SPC CA 5     -   619,880.    2,056,630.      MT  (+/- 180 meters Scaled)
 EV0117
 EV0117                          SUPERSEDED SURVEY CONTROL
 EV0117
 EV0117  NGVD 29 (??/??/??)  878.71   (m)         2882.9    (f) RESET       3  
 EV0117
 EV0117.Superseded values are not recommended for survey control.
 EV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0117.See file dsdata.txt to determine how the superseded data were derived.
 EV0117
 EV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU648264(NAD 83)
 EV0117
 EV0117_MARKER: DD = SURVEY DISK
 EV0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0117_STAMPING: Q 752
 EV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0117+STABILITY: SURFACE MOTION
 EV0117
 EV0117  HISTORY     - Date     Condition        Report By
 EV0117  HISTORY     - UNK      MONUMENTED       DOD
 EV0117  HISTORY     - 1956     GOOD             CGS
 EV0117  HISTORY     - 1961     GOOD             DOD
 EV0117
 EV0117                          STATION DESCRIPTION
 EV0117
 EV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0117'AT GEORGE AIR FORCE BASE.
 EV0117'AT GEORGE AIR FORCE BASE (FORMERLY VICTORVILLE ARMY AIR FIELD),
 EV0117'ABOUT 0.8 MILE SOUTHWEST OF THE CONTROL TOWER, 0.85 MILE WEST OF A
 EV0117'WATER TANK, 0.15 MILE SOUTH SOUTHEAST OF THE SOUTH END OF THE
 EV0117'EAST SECTION OF THE NORTH-SOUTH RUNWAY, 0.1 MILE SOUTHWEST OF A
 EV0117'LARGE STEEL HANGAR (UNDER CONSTRUCTION), IN LINE WITH A GRADED
 EV0117'ROAD LEADING SOUTH, 102 FEET SOUTH OF THE CENTER LINE OF A DIRT
 EV0117'LEVEE ALONG THE SOUTH SIDE OF THE FIELD, 64 FEET SOUTH OF THE
 EV0117'CENTER LINE OF THE GRADED ROAD, 40 FEET SOUTH OF THE SOUTH BOUNDARY
 EV0117'FENCE, 20.7 FEET WEST OF A PORTION OF A NORTH-SOUTH FENCE, 2.2
 EV0117'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 EV0117'POST 1 FOOT UNDERGROUND.
 EV0117
 EV0117                          STATION RECOVERY (1961)
 EV0117
 EV0117'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 EV0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU1734 ***********************************************************************
 FU1734  DESIGNATION -  Q 89
 FU1734  PID         -  FU1734
 FU1734  STATE/COUNTY-  CA/KERN
 FU1734  USGS QUAD   -  OILDALE (1973)
 FU1734
 FU1734                         *CURRENT SURVEY CONTROL
 FU1734  ___________________________________________________________________
 FU1734* NAD 83(1986)-  35 24 45.     (N)    119 02 57.     (W)     SCALED    
 FU1734* NAVD 88     -       133.87   (+/-2cm)     439.2    (feet)  VERTCON   
 FU1734  ___________________________________________________________________
 FU1734  GEOID HEIGHT-         -33.29  (meters)                     GEOID09
 FU1734  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1734
 FU1734.The horizontal coordinates were scaled from a topographic map and have
 FU1734.an estimated accuracy of +/- 6 seconds.
 FU1734.
 FU1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1734
 FU1734.The vertical order pertains to the NGVD 29 superseded value.
 FU1734
 FU1734.The geoid height was determined by GEOID09.
 FU1734
 FU1734;                    North         East    Units  Estimated Accuracy
 FU1734;SPC CA 5     -   712,650.    1,904,710.      MT  (+/- 180 meters Scaled)
 FU1734
 FU1734                          SUPERSEDED SURVEY CONTROL
 FU1734
 FU1734  NGVD 29 (??/??/92)  133.033  (m)          436.46   (f) ADJ UNCH    1 1
 FU1734
 FU1734.Superseded values are not recommended for survey control.
 FU1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1734.See file dsdata.txt to determine how the superseded data were derived.
 FU1734
 FU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV139207(NAD 83)
 FU1734
 FU1734_MARKER: DB = BENCH MARK DISK
 FU1734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU1734_SP_SET: BRIDGE GUARDRAIL
 FU1734_STAMPING: Q 89 1931 437.716
 FU1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU1734
 FU1734  HISTORY     - Date     Condition        Report By
 FU1734  HISTORY     - 1931     MONUMENTED       CGS
 FU1734  HISTORY     - 1956     GOOD             CGS
 FU1734  HISTORY     - 1970     GOOD             NGS
 FU1734
 FU1734                          STATION DESCRIPTION
 FU1734
 FU1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FU1734'4.1 MI NW FROM BAKERSFIELD.
 FU1734'4.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1734'FROM THE STATION AT BAKERSFIELD, IN R27E T29S S11, ABOUT 33 YARDS
 FU1734'NORTH OF THE CROSSING OF OLIVE DRIVE, 5 POLES NORTHWEST OF MILEPOLE
 FU1734'309, AT A CONCRETE BRIDGE ON ROBERTS LANE OVER BEARDSLEY CANAL, IN
 FU1734'THE TOP OF THE SOUTH END OF THE SOUTHWEST CONCRETE GUARDRAIL, 51.8
 FU1734'FEET NORTHEAST OF THE NORTHEAST RAIL, 25 FEET SOUTHWEST OF THE
 FU1734'CENTER LINE OF ROBERTS LANE, AND ABOUT LEVEL WITH THE TRACK.
 FU1734
 FU1734                          STATION RECOVERY (1970)
 FU1734
 FU1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0202 ***********************************************************************
 LU0202  DESIGNATION -  R 15
 LU0202  PID         -  LU0202
 LU0202  STATE/COUNTY-  CA/SHASTA
 LU0202  USGS QUAD   -  COTTONWOOD (1965)
 LU0202
 LU0202                         *CURRENT SURVEY CONTROL
 LU0202  ___________________________________________________________________
 LU0202* NAD 83(1986)-  40 27 00.     (N)    122 17 58.     (W)     SCALED    
 LU0202* NAVD 88     -       131.834  (meters)     432.53   (feet)  ADJUSTED  
 LU0202  ___________________________________________________________________
 LU0202  GEOID HEIGHT-         -28.00  (meters)                     GEOID09
 LU0202  DYNAMIC HT  -         131.766 (meters)     432.30  (feet)  COMP
 LU0202  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LU0202
 LU0202  VERT ORDER  -  FIRST     CLASS II
 LU0202
 LU0202.The horizontal coordinates were scaled from a topographic map and have
 LU0202.an estimated accuracy of +/- 6 seconds.
 LU0202.
 LU0202.The orthometric height was determined by differential leveling and
 LU0202.adjusted in June 1991.
 LU0202
 LU0202.The geoid height was determined by GEOID09.
 LU0202
 LU0202.The dynamic height is computed by dividing the NAVD 88
 LU0202.geopotential number by the normal gravity value computed on the
 LU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0202.degrees latitude (g = 980.6199 gals.).
 LU0202
 LU0202.The modeled gravity was interpolated from observed gravity values.
 LU0202
 LU0202;                    North         East    Units  Estimated Accuracy
 LU0202;SPC CA 1     -   624,040.    1,974,600.      MT  (+/- 180 meters Scaled)
 LU0202
 LU0202                          SUPERSEDED SURVEY CONTROL
 LU0202
 LU0202  NGVD 29 (??/??/92)  131.048  (m)          429.95   (f) ADJ UNCH    1 2
 LU0202
 LU0202.Superseded values are not recommended for survey control.
 LU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0202.See file dsdata.txt to determine how the superseded data were derived.
 LU0202
 LU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK594779(NAD 83)
 LU0202
 LU0202_MARKER: DB = BENCH MARK DISK
 LU0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0202_SP_SET: SIDEWALK
 LU0202_STAMPING: R 15 1919 429.632 FEET
 LU0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0202
 LU0202  HISTORY     - Date     Condition        Report By
 LU0202  HISTORY     - 1919     MONUMENTED       CGS
 LU0202  HISTORY     - 1949     GOOD             CGS
 LU0202  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0202
 LU0202                          STATION DESCRIPTION
 LU0202
 LU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0202'AT ANDERSON.
 LU0202'AT ANDERSON, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST END OF
 LU0202'THE SOUTHERN PACIFIC CO. RAILROAD STATION, AT THE INTERSECTION
 LU0202'OF EAST CENTER STREET AND FERRY STREET, AT JOHNS BARBER SHOP,
 LU0202'IN THE TOP OF THE CONCRETE SIDEWALK, 2.8 FEET WEST OF THE WEST
 LU0202'EDGE OF THE DOOR, 18.0 FEET NORTHWEST OF THE NORTHWEST CURB OF
 LU0202'FERRY STREET, 11.7 FEET NORTHEAST OF THE NORTHEAST CURB OF EAST
 LU0202'CENTER STREET, AND DIRECTLY UNDERNEATH A BARBERS POLE.
 LU0202
 LU0202                          STATION RECOVERY (1988)
 LU0202
 LU0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2740 ***********************************************************************
 DX2740  DESIGNATION -  R 298
 DX2740  PID         -  DX2740
 DX2740  STATE/COUNTY-  CA/RIVERSIDE
 DX2740  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2740
 DX2740                         *CURRENT SURVEY CONTROL
 DX2740  ___________________________________________________________________
 DX2740* NAD 83(1986)-  33 56 12.     (N)    117 17 35.     (W)     SCALED    
 DX2740* NAVD 88     -       469.60   (+/-2cm)    1540.7    (feet)  VERTCON   
 DX2740  ___________________________________________________________________
 DX2740  GEOID HEIGHT-         -32.82  (meters)                     GEOID09
 DX2740  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2740
 DX2740.The horizontal coordinates were scaled from a topographic map and have
 DX2740.an estimated accuracy of +/- 6 seconds.
 DX2740.
 DX2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2740
 DX2740.The vertical order pertains to the NGVD 29 superseded value.
 DX2740
 DX2740.The geoid height was determined by GEOID09.
 DX2740
 DX2740;                    North         East    Units  Estimated Accuracy
 DX2740;SPC CA 6     -   696,790.    1,903,570.      MT  (+/- 180 meters Scaled)
 DX2740
 DX2740                          SUPERSEDED SURVEY CONTROL
 DX2740
 DX2740  NGVD 29 (??/??/??)  468.833  (m)         1538.16   (f) ADJUSTED    1 2
 DX2740
 DX2740.Superseded values are not recommended for survey control.
 DX2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2740.See file dsdata.txt to determine how the superseded data were derived.
 DX2740
 DX2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT729551(NAD 83)
 DX2740
 DX2740_MARKER: DB = BENCH MARK DISK
 DX2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2740_STAMPING: R 298 1935
 DX2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2740+STABILITY: SURFACE MOTION
 DX2740
 DX2740  HISTORY     - Date     Condition        Report By
 DX2740  HISTORY     - 1935     MONUMENTED       CGS
 DX2740  HISTORY     - 1968     GOOD             CGS
 DX2740  HISTORY     - 1968     GOOD             MWDSC
 DX2740
 DX2740                          STATION DESCRIPTION
 DX2740
 DX2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DX2740'2.5 MI NW FROM MARCH FIELD.
 DX2740'2.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2740'RAILWAY FROM THE STATION AT MARCH FIELD, 98 FEET NORTHWEST OF THE
 DX2740'CENTER OF THE CROSSING OF STATE HIGHWAY 78, 136 FEET
 DX2740'SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 7, 33 FEET
 DX2740'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST
 DX2740'OF THE SOUTHWEST RAIL, 25 FEET SOUTHEAST OF A POWER POLE, 1.3
 DX2740'FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 DX2740'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DX2740
 DX2740                          STATION RECOVERY (1968)
 DX2740
 DX2740'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0311 ***********************************************************************
 DW0311  DESIGNATION -  R 577
 DW0311  PID         -  DW0311
 DW0311  STATE/COUNTY-  CA/IMPERIAL
 DW0311  USGS QUAD   -  KANE SPRING NW (1992)
 DW0311
 DW0311                         *CURRENT SURVEY CONTROL
 DW0311  ___________________________________________________________________
 DW0311* NAD 83(1986)-  33 10 06.     (N)    115 52 39.     (W)     SCALED    
 DW0311* NAVD 88     -       -10.86   (+/-2cm)     -35.6    (feet)  VERTCON   
 DW0311  ___________________________________________________________________
 DW0311  GEOID HEIGHT-         -34.10  (meters)                     GEOID09
 DW0311  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0311
 DW0311.The horizontal coordinates were scaled from a topographic map and have
 DW0311.an estimated accuracy of +/- 6 seconds.
 DW0311.
 DW0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0311
 DW0311.The vertical order pertains to the NGVD 29 superseded value.
 DW0311
 DW0311.The geoid height was determined by GEOID09.
 DW0311
 DW0311;                    North         East    Units  Estimated Accuracy
 DW0311;SPC CA 6     -   611,150.    2,034,740.      MT  (+/- 180 meters Scaled)
 DW0311
 DW0311                          SUPERSEDED SURVEY CONTROL
 DW0311
 DW0311  NGVD 29 (??/??/??)  -11.518  (m)          -37.79   (f) ADJUSTED    1 1
 DW0311
 DW0311.Superseded values are not recommended for survey control.
 DW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0311.See file dsdata.txt to determine how the superseded data were derived.
 DW0311
 DW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS046705(NAD 83)
 DW0311
 DW0311_MARKER: DB = BENCH MARK DISK
 DW0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0311_STAMPING: R 577 1939
 DW0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0311+STABILITY: SURFACE MOTION
 DW0311
 DW0311  HISTORY     - Date     Condition        Report By
 DW0311  HISTORY     - 1939     MONUMENTED       CGS
 DW0311  HISTORY     - 1955     GOOD             CGS
 DW0311  HISTORY     - 1970     GOOD             LAHSCH
 DW0311
 DW0311                          STATION DESCRIPTION
 DW0311
 DW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DW0311'3.4 MI NW FROM TRIFOLIUM INSPEC STA.
 DW0311'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE T JUNCTION OF
 DW0311'STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION, 0.8 MILE
 DW0311'SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD LEADING EAST TO THE
 DW0311'SALTON SEA TEST BASE, 73.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DW0311'HIGHWAY, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 DW0311'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DW0311'0.4 FOOT ABOVE THE GROUND.  NOTE-- LOCATED 22 PACES SW OF THE
 DW0311'EDGE OF HWY 86.  MARK IS SET IN AN 8-INCH CONCRETE POST PROJECTING
 DW0311'6 INCHES AND IS 16 INCHES E OF AN 18 INCH WITNESS POST.
 DW0311
 DW0311                          STATION RECOVERY (1970)
 DW0311
 DW0311'RECOVERY NOTE BY LOS ALTOS HIGH SCHOOL 1970
 DW0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0266 ***********************************************************************
 EU0266  DESIGNATION -  R 6
 EU0266  PID         -  EU0266
 EU0266  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0266  USGS QUAD   -  NEEDLES (1975)
 EU0266
 EU0266                         *CURRENT SURVEY CONTROL
 EU0266  ___________________________________________________________________
 EU0266* NAD 83(1986)-  34 46 44.     (N)    114 33 59.     (W)     SCALED    
 EU0266* NAVD 88     -       144.54   (+/-2cm)     474.2    (feet)  VERTCON   
 EU0266  ___________________________________________________________________
 EU0266  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 EU0266  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0266
 EU0266.The horizontal coordinates were scaled from a topographic map and have
 EU0266.an estimated accuracy of +/- 6 seconds.
 EU0266.
 EU0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0266
 EU0266.The vertical order pertains to the NGVD 29 superseded value.
 EU0266
 EU0266.The geoid height was determined by GEOID09.
 EU0266
 EU0266;                    North         East    Units  Estimated Accuracy
 EU0266;SPC CA 5     -   647,230.    2,314,200.      MT  (+/- 180 meters Scaled)
 EU0266
 EU0266                          SUPERSEDED SURVEY CONTROL
 EU0266
 EU0266  NGVD 29 (??/??/??)  143.901  (m)          472.12   (f) ADJUSTED    1 2
 EU0266
 EU0266.Superseded values are not recommended for survey control.
 EU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0266.See file dsdata.txt to determine how the superseded data were derived.
 EU0266
 EU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU226512(NAD 83)
 EU0266
 EU0266_MARKER: Q = CHISELED SQUARE
 EU0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0266_SP_SET: MILEPOST
 EU0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0266
 EU0266  HISTORY     - Date     Condition        Report By
 EU0266  HISTORY     - UNK      MONUMENTED       CGS
 EU0266  HISTORY     - 1935     GOOD             CGS
 EU0266  HISTORY     - 20111207 MARK NOT FOUND   GEOCAC
 EU0266
 EU0266                          STATION DESCRIPTION
 EU0266
 EU0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0266'4.8 MI SE FROM NEEDLES.
 EU0266'4.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0266'RAILWAY FROM THE STATION AT NEEDLES, SAN BERNARDINO COUNTY, 3
 EU0266'POLES NORTH OF MILEPOST 573, ON THE COPING STONE AT THE NORTHEAST
 EU0266'CORNER OF CULVERT B 574, AND ABOUT 20 FEET LOWER THAN THE TRACK.
 EU0266'A CHISELED SQUARE, LETTERED U.S.
 EU0266
 EU0266                          STATION RECOVERY (2011)
 EU0266
 EU0266'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 EU0266'EXISTING CULVERT AT THIS LOCATION DOES NOT HAVE A HEADWALL. THIS 1909
 EU0266'MARK MAY HAVE BEEN BURIED WHEN THE RAILROAD WAS MOVED TO THE WEST AND
 EU0266'RAISED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0264 ***********************************************************************
 EU0264  DESIGNATION -  R 723
 EU0264  PID         -  EU0264
 EU0264  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0264  USGS QUAD   -  NEEDLES (1975)
 EU0264
 EU0264                         *CURRENT SURVEY CONTROL
 EU0264  ___________________________________________________________________
 EU0264* NAD 83(1986)-  34 48 19.     (N)    114 34 44.     (W)     SCALED    
 EU0264* NAVD 88     -       155.85   (+/-2cm)     511.3    (feet)  VERTCON   
 EU0264  ___________________________________________________________________
 EU0264  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 EU0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0264
 EU0264.The horizontal coordinates were scaled from a topographic map and have
 EU0264.an estimated accuracy of +/- 6 seconds.
 EU0264.
 EU0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0264
 EU0264.The vertical order pertains to the NGVD 29 superseded value.
 EU0264
 EU0264.The geoid height was determined by GEOID09.
 EU0264
 EU0264;                    North         East    Units  Estimated Accuracy
 EU0264;SPC CA 5     -   650,110.    2,312,960.      MT  (+/- 180 meters Scaled)
 EU0264
 EU0264                          SUPERSEDED SURVEY CONTROL
 EU0264
 EU0264  NGVD 29 (??/??/??)  155.218  (m)          509.24   (f) ADJUSTED    1 2
 EU0264
 EU0264.Superseded values are not recommended for survey control.
 EU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0264.See file dsdata.txt to determine how the superseded data were derived.
 EU0264
 EU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU214541(NAD 83)
 EU0264
 EU0264_MARKER: DB = BENCH MARK DISK
 EU0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0264_SP_SET: CONCRETE SPILLWAY
 EU0264_STAMPING: R 723 1944
 EU0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0264
 EU0264  HISTORY     - Date     Condition        Report By
 EU0264  HISTORY     - 1944     MONUMENTED       CGS
 EU0264
 EU0264                          STATION DESCRIPTION
 EU0264
 EU0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EU0264'2.9 MI SE FROM NEEDLES.
 EU0264'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2.9 MILES
 EU0264'SOUTHEAST OF THE STATION AT NEEDLES, 133 FEET SOUTHEAST OF
 EU0264'MILEPOST 575, IN THE TOP OF THE CURBING AROUND THE SPILLWAY AT
 EU0264'THE SOUTHEAST CORNER OF BRIDGE E 575, 7 FEET WEST OF THE WEST
 EU0264'RAIL OF THE EAST BOUND TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0846 ***********************************************************************
 JT0846  DESIGNATION -  R 736
 JT0846  PID         -  JT0846
 JT0846  STATE/COUNTY-  CA/SONOMA
 JT0846  USGS QUAD   -  SEBASTOPOL (1980)
 JT0846
 JT0846                         *CURRENT SURVEY CONTROL
 JT0846  ___________________________________________________________________
 JT0846* NAD 83(1986)-  38 25 31.     (N)    122 45 35.     (W)     SCALED    
 JT0846* NAVD 88     -        31.61   (+/-2cm)     103.7    (feet)  VERTCON   
 JT0846  ___________________________________________________________________
 JT0846  GEOID HEIGHT-         -31.54  (meters)                     GEOID09
 JT0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0846
 JT0846.The horizontal coordinates were scaled from a topographic map and have
 JT0846.an estimated accuracy of +/- 6 seconds.
 JT0846.
 JT0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0846
 JT0846.The vertical order pertains to the NGVD 29 superseded value.
 JT0846
 JT0846.The geoid height was determined by GEOID09.
 JT0846
 JT0846;                    North         East    Units  Estimated Accuracy
 JT0846;SPC CA 2     -   584,490.    1,933,660.      MT  (+/- 180 meters Scaled)
 JT0846
 JT0846                          SUPERSEDED SURVEY CONTROL
 JT0846
 JT0846  NGVD 29 (??/??/92)   30.758  (m)          100.91   (f) ADJ UNCH    2 0
 JT0846
 JT0846.Superseded values are not recommended for survey control.
 JT0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0846.See file dsdata.txt to determine how the superseded data were derived.
 JT0846
 JT0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH209530(NAD 83)
 JT0846
 JT0846_MARKER: DB = BENCH MARK DISK
 JT0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0846_SP_SET: CULVERT
 JT0846_STAMPING: R 736 1944
 JT0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0846
 JT0846  HISTORY     - Date     Condition        Report By
 JT0846  HISTORY     - 1944     MONUMENTED       CGS
 JT0846  HISTORY     - 1960     GOOD             CGS
 JT0846  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JT0846  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0846  HISTORY     - 20100718 MARK NOT FOUND   GEOCAC
 JT0846
 JT0846                          STATION DESCRIPTION
 JT0846
 JT0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0846'N0.5 MI N FROM SANTA ROSA NAVAL AUX AIR STATIO.
 JT0846'0.5 MILE NORTH ALONG FRESNO AVENUE FROM THE MAIN ENTRANCE OF THE
 JT0846'SANTA ROSA NAVAL AUX. AIR STATION, AT THE STATE HIGHWAY 12
 JT0846'INTERSECTION, SET IN THE TOP OF THE WEST HEADWALL OF CULVERT
 JT0846'C 3.70, 23 FEET WEST OF THE CENTERLINE OF FRESNO AVENUE, 20.2
 JT0846'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 12, 4.9 FEET NORTH OF
 JT0846'THE SOUTH END OF THE HEADWALL, 3 FEET EAST OF THE WEST END OF THE
 JT0846'WINGWALL, AN IRON BENCH MARK DISK CEMENTED IN A DRILL HOLE.
 JT0846
 JT0846                          STATION RECOVERY (1984)
 JT0846
 JT0846'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0846'MARK NOT FOUND.
 JT0846
 JT0846                          STATION RECOVERY (1987)
 JT0846
 JT0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0846'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION AND THE CULVERT
 JT0846'HAS BEEN REMOVED.
 JT0846
 JT0846                          STATION RECOVERY (2010)
 JT0846
 JT0846'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT0846'MARK NOT FOUND.  STATE HIGHWAY 12 HAS BEEN RELOCATED AND THE FORMER
 JT0846'HIGHWAY IS NOW KNOWN AS SEBASTOPOL ROAD.  THE DESCRIPTION PLACES THIS
 JT0846'MARK UNDER THE PAVEMENT IN SOUTHWEST CORNER OF THE INTERSECTION.  THE
 JT0846'IS NO LONGER A CULVERT IN THE AREA.  THIS MARK IS LOST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0537 ***********************************************************************
 HT0537  DESIGNATION -  R 737 C OF SF
 HT0537  PID         -  HT0537
 HT0537  STATE/COUNTY-  CA/SAN MATEO
 HT0537  USGS QUAD   -  MONTARA MOUNTAIN (1997)
 HT0537
 HT0537                         *CURRENT SURVEY CONTROL
 HT0537  ___________________________________________________________________
 HT0537* NAD 83(1986)-  37 37 20.     (N)    122 23 29.     (W)     SCALED    
 HT0537* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 HT0537  ___________________________________________________________________
 HT0537  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT0537  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0537
 HT0537.This mark is at San Francisco Intl Airport (SFO)
 HT0537
 HT0537.The horizontal coordinates were scaled from a topographic map and have
 HT0537.an estimated accuracy of +/- 6 seconds.
 HT0537.
 HT0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0537
 HT0537.The vertical order pertains to the NGVD 29 superseded value.
 HT0537
 HT0537.The geoid height was determined by GEOID09.
 HT0537
 HT0537;                    North         East    Units  Estimated Accuracy
 HT0537;SPC CA 3     -   626,230.    1,833,050.      MT  (+/- 180 meters Scaled)
 HT0537
 HT0537                          SUPERSEDED SURVEY CONTROL
 HT0537
 HT0537  NGVD 29 (??/??/92)    0.891  (m)            2.92   (f) ADJ UNCH    1 2
 HT0537
 HT0537.Superseded values are not recommended for survey control.
 HT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0537.See file dsdata.txt to determine how the superseded data were derived.
 HT0537
 HT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG537640(NAD 83)
 HT0537
 HT0537_MARKER: DD = SURVEY DISK
 HT0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0537_SP_SET: BUILDING
 HT0537_STAMPING: R 737 1944
 HT0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0537
 HT0537  HISTORY     - Date     Condition        Report By
 HT0537  HISTORY     - 1944     MONUMENTED       CA3290
 HT0537  HISTORY     - 1968     GOOD             CGS
 HT0537  HISTORY     - 1972     GOOD             NGS
 HT0537
 HT0537                          STATION DESCRIPTION
 HT0537
 HT0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HT0537'AT SAN FRANCISCO INTL AIRPORT.
 HT0537'AN UPDATED DESCRIPTION FOLLOWS-- AT THE SAN FRANCISCO INTERNATIONAL
 HT0537'AIRPORT, AT THE WEST CORNER OF A CONCRETE SHOP BUILDING OF
 HT0537'QANTAS AIRLINE, IN THE TOP OF A CONCRETE PROJECTION OF THE WEST
 HT0537'CORNER OF THE CONCRETE FOUNDATION, 59.2 FEET SOUTHWEST OF BENCH
 HT0537'MARK Y 736, 52.6 FEET EAST OF AND ACROSS A DRIVEWAY FROM
 HT0537'FIREHOUSE 1, 5.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 HT0537'DRIVEWAY, 0.7 FOOT NORTHWEST OF THE NORTHWEST FACE OF THE
 HT0537'BUILDING AND ABOUT 1 FOOT HIGHER THAN A SIDEWALK.  NOTE-- NUMBERS
 HT0537'5.953 HAVE BEEN PUNCHED ON THE DISK WITH A SHARP OBJECT.
 HT0537
 HT0537                          STATION RECOVERY (1972)
 HT0537
 HT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HT0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2638 ***********************************************************************
 GU2638  DESIGNATION -  R 738
 GU2638  PID         -  GU2638
 GU2638  STATE/COUNTY-  CA/SAN BENITO
 GU2638  USGS QUAD   -  SAN FELIPE (1971)
 GU2638
 GU2638                         *CURRENT SURVEY CONTROL
 GU2638  ___________________________________________________________________
 GU2638* NAD 83(1992)-  36 53 35.08580(N)    121 24 06.33837(W)     ADJUSTED  
 GU2638* NAVD 88     -        67.85   (+/-2cm)     222.6    (feet)  VERTCON   
 GU2638  ___________________________________________________________________
 GU2638  EPOCH DATE  -        1991.35
 GU2638  LAPLACE CORR-           4.33  (seconds)                    DEFLEC09
 GU2638  GEOID HEIGHT-         -33.01  (meters)                     GEOID09
 GU2638  HORZ ORDER  -  SECOND
 GU2638  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2638
 GU2638.The horizontal coordinates were established by classical geodetic methods
 GU2638.and adjusted by the National Geodetic Survey in March 1994.
 GU2638.
 GU2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2638
 GU2638.The vertical order pertains to the NGVD 29 superseded value.
 GU2638
 GU2638.The Laplace correction was computed from DEFLEC09 derived deflections.
 GU2638
 GU2638.The geoid height was determined by GEOID09.
 GU2638
 GU2638;                    North         East     Units Scale Factor Converg.
 GU2638;SPC CA 4     -   675,749.734 1,785,948.975   MT  0.99995160   -1 25 58.3
 GU2638;SPC CA 4     - 2,217,022.25  5,859,400.93   sFT  0.99995160   -1 25 58.3
 GU2638;SPC CA 3     -   544,012.380 1,919,618.523   MT  1.00004040   -0 33 07.5
 GU2638;SPC CA 3     - 1,784,813.95  6,297,948.44   sFT  1.00004040   -0 33 07.5
 GU2638;UTM  10      - 4,084,203.978   642,409.124   MT  0.99984984   +0 57 34.6
 GU2638
 GU2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU2638!SPC CA 4     -   0.99999453  x   0.99995160  =   0.99994613
 GU2638!SPC CA 3     -   0.99999453  x   1.00004040  =   1.00003493
 GU2638!UTM  10      -   0.99999453  x   0.99984984  =   0.99984437
 GU2638
 GU2638                          SUPERSEDED SURVEY CONTROL
 GU2638
 GU2638  NAD 83(1986)-  36 53 35.08944(N)    121 24 06.33644(W) AD(1984.00) 2
 GU2638  NAD 27      -  36 53 35.28110(N)    121 24 02.58467(W) AD(       ) 2
 GU2638  NGVD 29 (??/??/92)   66.993  (m)          219.79   (f) ADJ UNCH    1 2
 GU2638
 GU2638.Superseded values are not recommended for survey control.
 GU2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2638.See file dsdata.txt to determine how the superseded data were derived.
 GU2638
 GU2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF4240984203(NAD 83)
 GU2638
 GU2638_MARKER: DB = BENCH MARK DISK
 GU2638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2638_SP_SET: CONCRETE BASE
 GU2638_STAMPING: R 738 1945
 GU2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2638
 GU2638  HISTORY     - Date     Condition        Report By
 GU2638  HISTORY     - 1962     MONUMENTED       CGS
 GU2638  HISTORY     - 1948     GOOD             CGS
 GU2638  HISTORY     - 1962     GOOD             CGS
 GU2638
 GU2638                          STATION DESCRIPTION
 GU2638
 GU2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GU2638'THE STATION MARK IS A STANDARD IRON DISK STAMPED R 738 1945
 GU2638'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION (4 FEET SQUARE)
 GU2638'FOR THE BOUNDARY LIGHT AT THE NE CORNER OF THE AIRPORT RUNWAY.  IT
 GU2638'IS ABOUT 115 FEET WEST OF THE CENTER OF HIGHWAY 156, 84 FEET WEST
 GU2638'OF THE WIRE FENCE AND 80 FEET SOUTH OF THE WIRE FENCE.
 GU2638
 GU2638                          STATION RECOVERY (1948)
 GU2638
 GU2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GU2638'2.5 MI N FROM HOLLISTER.
 GU2638'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 25 AND 156 FROM THE
 GU2638'COURTHOUSE AT HOLLISTER, AT HOLLISTER NAVAL AUXILIARY AIR STATION,
 GU2638'ABOUT 0.2 MILE NORTHEAST OF THE CONTROL TOWER, AT THE SOUTHEAST
 GU2638'CORNER OF RUNWAY 2-3, ABOUT 104 FEET NORTH OF THE CENTER LINE OF
 GU2638'THE EAST END OF THE RUNWAY, ABOUT 75 FEET WEST OF STATE HIGHWAY
 GU2638'156, AND IN THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A RUNWAY
 GU2638'LIGHT.  THE MARK IS AT THE NORTHEAST CORNER OF THE RUNWAY, AND
 GU2638'ABOUT 115 FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY NO.
 GU2638'156.  THE AIRPORT IS NOW THE HOLLISTER MUNICIPAL AIRPORT.  IT IS
 GU2638'80 FEET SOUTH OF A WIRE FENCE AND 84 FEET WEST OF A WIRE FENCE.
 GU2638
 GU2638                          STATION RECOVERY (1962)
 GU2638
 GU2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GU2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0131 ***********************************************************************
 DZ0131  DESIGNATION -  R 739
 DZ0131  PID         -  DZ0131
 DZ0131  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0131  USGS QUAD   -  SANTA MARIA (1982)
 DZ0131
 DZ0131                         *CURRENT SURVEY CONTROL
 DZ0131  ___________________________________________________________________
 DZ0131* NAD 83(1986)-  34 56 44.     (N)    120 25 29.     (W)     SCALED    
 DZ0131* NAVD 88     -        71.43   (+/-2cm)     234.3    (feet)  VERTCON   
 DZ0131  ___________________________________________________________________
 DZ0131  GEOID HEIGHT-         -35.49  (meters)                     GEOID09
 DZ0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0131
 DZ0131.The horizontal coordinates were scaled from a topographic map and have
 DZ0131.an estimated accuracy of +/- 6 seconds.
 DZ0131.
 DZ0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0131
 DZ0131.The vertical order pertains to the NGVD 29 superseded value.
 DZ0131
 DZ0131.The geoid height was determined by GEOID09.
 DZ0131
 DZ0131;                    North         East    Units  Estimated Accuracy
 DZ0131;SPC CA 5     -   663,020.    1,778,540.      MT  (+/- 180 meters Scaled)
 DZ0131
 DZ0131                          SUPERSEDED SURVEY CONTROL
 DZ0131
 DZ0131  NGVD 29 (??/??/92)   70.616  (m)          231.68   (f) ADJ UNCH    1 2
 DZ0131
 DZ0131.Superseded values are not recommended for survey control.
 DZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0131.See file dsdata.txt to determine how the superseded data were derived.
 DZ0131
 DZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD351700(NAD 83)
 DZ0131
 DZ0131_MARKER: DB = BENCH MARK DISK
 DZ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0131_SP_SET: CONCRETE LOADING BLOCK
 DZ0131_STAMPING: R 739 1945
 DZ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0131
 DZ0131  HISTORY     - Date     Condition        Report By
 DZ0131  HISTORY     - 1945     MONUMENTED       CGS
 DZ0131  HISTORY     - 1956     GOOD             CGS
 DZ0131
 DZ0131                          STATION DESCRIPTION
 DZ0131
 DZ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0131'AT HANCOCK FIELD.
 DZ0131'AT HANCOCK FIELD, AT THE NORTHWEST CORNER OF THE FIRST BUILDING
 DZ0131'INSIDE THE MAIN GATE, IN THE TOP OF THE NORTHWEST CORNER OF THE
 DZ0131'CONCRETE LOADING BLOCK, 2.5 FEET WEST OF THE NORTHWEST CORNER
 DZ0131'OF THE BUILDING, AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW5178 ***********************************************************************
 EW5178  DESIGNATION -  R 740
 EW5178  PID         -  EW5178
 EW5178  STATE/COUNTY-  CA/VENTURA
 EW5178  USGS QUAD   -  CAMARILLO (1967)
 EW5178
 EW5178                         *CURRENT SURVEY CONTROL
 EW5178  ___________________________________________________________________
 EW5178* NAD 83(1986)-  34 12 20.     (N)    119 04 52.     (W)     SCALED    
 EW5178* NAVD 88     -        21.05   (+/-2cm)      69.1    (feet)  VERTCON   
 EW5178  ___________________________________________________________________
 EW5178  GEOID HEIGHT-         -35.73  (meters)                     GEOID09
 EW5178  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5178
 EW5178.The horizontal coordinates were scaled from a topographic map and have
 EW5178.an estimated accuracy of +/- 6 seconds.
 EW5178.
 EW5178.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5178
 EW5178.The vertical order pertains to the NGVD 29 superseded value.
 EW5178
 EW5178.The geoid height was determined by GEOID09.
 EW5178
 EW5178;                    North         East    Units  Estimated Accuracy
 EW5178;SPC CA 5     -   578,800.    1,900,370.      MT  (+/- 180 meters Scaled)
 EW5178
 EW5178                          SUPERSEDED SURVEY CONTROL
 EW5178
 EW5178  NGVD 29 (??/??/92)   20.325  (m)           66.68   (f) ADJ UNCH    1 2
 EW5178
 EW5178.Superseded values are not recommended for survey control.
 EW5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5178.See file dsdata.txt to determine how the superseded data were derived.
 EW5178
 EW5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT082869(NAD 83)
 EW5178
 EW5178_MARKER: DB = BENCH MARK DISK
 EW5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5178_STAMPING: R 740 1945
 EW5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5178+STABILITY: SURFACE MOTION
 EW5178
 EW5178  HISTORY     - Date     Condition        Report By
 EW5178  HISTORY     - 1945     MONUMENTED       CGS
 EW5178  HISTORY     - 1951     GOOD             CGS
 EW5178  HISTORY     - 1960     MARK NOT FOUND   CGS
 EW5178
 EW5178                          STATION DESCRIPTION
 EW5178
 EW5178'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EW5178'4.2 MI W FROM CAMARILLO.
 EW5178'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW5178'FROM THE STATION AT CAMARILLO, THENCE 0.7 MILE NORTH ALONG LOS
 EW5178'POSAS ROAD, THENCE 0.7 MILE WEST ALONG PLEASANT VALLEY ROAD,
 EW5178'AT THE T JUNCTION OF FIRST STREET WHICH IS THE MAIN ENTRANCE
 EW5178'STREET TO CAMARILLO AIRPORT (FORMERLY OXNARD LANDING STRIP),
 EW5178'60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF
 EW5178'THE CENTER LINE OF THE STREET, 13.0 FEET SOUTHEAST OF THE EAST
 EW5178'END OF A STEEL GATE, 1.3 FEET SOUTHWEST OF THE SOUTHWEST FACE
 EW5178'OF CEMENT STONE MASONRY WALL, 1.6 FEET NORTHWEST OF A WITNESS
 EW5178'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW5178'ABOVE THE GROUND.
 EW5178
 EW5178                          STATION RECOVERY (1960)
 EW5178
 EW5178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EW5178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1069 ***********************************************************************
 DC1069  DESIGNATION -  R 741
 DC1069  PID         -  DC1069
 DC1069  STATE/COUNTY-  CA/SAN DIEGO
 DC1069  USGS QUAD   -  LA JOLLA (1975)
 DC1069
 DC1069                         *CURRENT SURVEY CONTROL
 DC1069  ___________________________________________________________________
 DC1069* NAD 83(1986)-  32 52 09.     (N)    117 10 53.     (W)     SCALED    
 DC1069* NAVD 88     -        96.64   (+/-2cm)     317.1    (feet)  VERTCON   
 DC1069  ___________________________________________________________________
 DC1069  GEOID HEIGHT-         -34.62  (meters)                     GEOID09
 DC1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1069
 DC1069.The horizontal coordinates were scaled from a topographic map and have
 DC1069.an estimated accuracy of +/- 6 seconds.
 DC1069.
 DC1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1069
 DC1069.The vertical order pertains to the NGVD 29 superseded value.
 DC1069
 DC1069.The geoid height was determined by GEOID09.
 DC1069
 DC1069;                    North         East    Units  Estimated Accuracy
 DC1069;SPC CA 6     -   578,300.    1,912,830.      MT  (+/- 180 meters Scaled)
 DC1069
 DC1069                          SUPERSEDED SURVEY CONTROL
 DC1069
 DC1069  NGVD 29 (??/??/??)   95.990  (m)          314.93   (f) ADJUSTED    1 2
 DC1069
 DC1069.Superseded values are not recommended for survey control.
 DC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1069.See file dsdata.txt to determine how the superseded data were derived.
 DC1069
 DC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS830367(NAD 83)
 DC1069
 DC1069_MARKER: DB = BENCH MARK DISK
 DC1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1069_SP_SET: SIGNAL FOUNDATION
 DC1069_STAMPING: R 741 1945
 DC1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1069
 DC1069  HISTORY     - Date     Condition        Report By
 DC1069  HISTORY     - 1945     MONUMENTED       CGS
 DC1069  HISTORY     - 1955     GOOD             CGS
 DC1069  HISTORY     - 1967     GOOD             USGS
 DC1069  HISTORY     - 20080620 GOOD             INDIV
 DC1069
 DC1069                          STATION DESCRIPTION
 DC1069
 DC1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1069'0.6 MI SW FROM LINDA VISTA.
 DC1069'0.6 MILE SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 DC1069'RAILWAY FROM THE STATION AT LINDA VISTA, IN TOP OF THE WEST
 DC1069'CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST ONE OF TWO
 DC1069'BLOCK SIGNALS, 6.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DC1069'SOUTHEAST TRACK, AND ABOUT 2 1/2 FEET HIGHER THAN THE TRACK.
 DC1069
 DC1069                          STATION RECOVERY (1967)
 DC1069
 DC1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1069'RECOVERED IN GOOD CONDITION.
 DC1069
 DC1069                          STATION RECOVERY (2008)
 DC1069
 DC1069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GAH)
 DC1069'1945 BM DISK SIGNIFICANTLY CORRODED BUT LEGIBLE.
 DC1069'CONTACT MIRAMAR MCAS SAN DIEGO FOR PERMISSION TO ENTER, REQUIRED
 DC1069'VEHICLE TYPE AND BEST ACCESS ROUTE.
 DC1069'CONTACT RAIL AUTHORITY - MARK IS NEXT TO BUSY RAIL LINES ON RAILROAD
 DC1069'PROPERTY ON THE WEST CORNER OF A LARGE CONCRETE FOUNDATION BLOCK JUST
 DC1069'SOUTH OF TRACKS AND EAST OF SWITCH.  SIGNAL REMOVED AS WAS SECOND
 DC1069'SIGNAL AND ITS FOUNDATION BLOCK.
 DC1069'5 MIN AVERAGE POSITION N32 52 10.3 W117 10 53.7  EST CEP LT 8 FT.
 DC1069'IN CENTER OF FOUNDATION BLOCK IS 2 INCH BRASS DISK STAMPED N.C.T.D.
 DC1069'STATION 2007 CONTROL MONUMENT WITH TRIANGLE AND A CENTER PUNCH.  5 MIN
 DC1069'AVERAGE POSITION N32 52 10.3 W117 10 53.6 EST CEP LT 9 FT.
 DC1069' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0359 ***********************************************************************
 LU0359  DESIGNATION -  R 742
 LU0359  PID         -  LU0359
 LU0359  STATE/COUNTY-  CA/TEHAMA
 LU0359  USGS QUAD   -  RED BLUFF WEST (1969)
 LU0359
 LU0359                         *CURRENT SURVEY CONTROL
 LU0359  ___________________________________________________________________
 LU0359* NAD 83(1986)-  40 09 20.     (N)    122 15 04.     (W)     SCALED    
 LU0359* NAVD 88     -       104.61   (+/-2cm)     343.2    (feet)  VERTCON   
 LU0359  ___________________________________________________________________
 LU0359  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LU0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0359
 LU0359.This mark is at Red Bluff Airport (RBL)
 LU0359
 LU0359.The horizontal coordinates were scaled from a topographic map and have
 LU0359.an estimated accuracy of +/- 6 seconds.
 LU0359.
 LU0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0359
 LU0359.The vertical order pertains to the NGVD 29 superseded value.
 LU0359
 LU0359.The geoid height was determined by GEOID09.
 LU0359
 LU0359;                    North         East    Units  Estimated Accuracy
 LU0359;SPC CA 1     -   591,330.    1,978,610.      MT  (+/- 180 meters Scaled)
 LU0359
 LU0359                          SUPERSEDED SURVEY CONTROL
 LU0359
 LU0359  NGVD 29 (??/??/92)  103.871  (m)          340.78   (f) ADJ UNCH    1 2
 LU0359
 LU0359.Superseded values are not recommended for survey control.
 LU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0359.See file dsdata.txt to determine how the superseded data were derived.
 LU0359
 LU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK637452(NAD 83)
 LU0359
 LU0359_MARKER: DD = SURVEY DISK
 LU0359_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU0359_SP_SET: APRON
 LU0359_STAMPING: R 742
 LU0359_MARK LOGO: USE   
 LU0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0359+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0359
 LU0359  HISTORY     - Date     Condition        Report By
 LU0359  HISTORY     - UNK      MONUMENTED       DOD
 LU0359  HISTORY     - 1954     GOOD             CGS
 LU0359  HISTORY     - 19880622 GOOD             NGS
 LU0359
 LU0359                          STATION DESCRIPTION
 LU0359
 LU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0359'AT BIDWELL AIRPORT.
 LU0359'AT BIDWELL AIRPORT, TEHAMA COUNTY, 96 FEET WEST-SOUTHWEST OF
 LU0359'THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, IN THE
 LU0359'TOP OF THE CONCRETE APRON, SOUTH ACROSS THE APRON FROM BENCH MARK
 LU0359'S 742 (U.S.E.), 70 FEET WEST OF THE EAST EDGE OF THE APRON, AND
 LU0359'0.6 FOOT NORTH OF THE SOUTH EDGE.  A CORPS OF ENGINEERS, U.S.
 LU0359'ARMY, STANDARD DISK, STAMPED R 742.
 LU0359
 LU0359                          STATION RECOVERY (1988)
 LU0359
 LU0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1007 ***********************************************************************
 KS1007  DESIGNATION -  R 743
 KS1007  PID         -  KS1007
 KS1007  STATE/COUNTY-  CA/BUTTE
 KS1007  USGS QUAD   -  PALERMO (1970)
 KS1007
 KS1007                         *CURRENT SURVEY CONTROL
 KS1007  ___________________________________________________________________
 KS1007* NAD 83(1986)-  39 29 44.     (N)    121 36 50.     (W)     SCALED    
 KS1007* NAVD 88     -        58.628  (meters)     192.35   (feet)  ADJUSTED  
 KS1007  ___________________________________________________________________
 KS1007  GEOID HEIGHT-         -27.97  (meters)                     GEOID09
 KS1007  DYNAMIC HT  -          58.595 (meters)     192.24  (feet)  COMP
 KS1007  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KS1007
 KS1007  VERT ORDER  -  FIRST     CLASS II
 KS1007
 KS1007.This mark is at Oroville Municipal Airport (OVE)
 KS1007
 KS1007.The horizontal coordinates were scaled from a topographic map and have
 KS1007.an estimated accuracy of +/- 6 seconds.
 KS1007.
 KS1007.The orthometric height was determined by differential leveling and
 KS1007.adjusted in June 1991.
 KS1007
 KS1007.The geoid height was determined by GEOID09.
 KS1007
 KS1007.The dynamic height is computed by dividing the NAVD 88
 KS1007.geopotential number by the normal gravity value computed on the
 KS1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1007.degrees latitude (g = 980.6199 gals.).
 KS1007
 KS1007.The modeled gravity was interpolated from observed gravity values.
 KS1007
 KS1007;                    North         East    Units  Estimated Accuracy
 KS1007;SPC CA 2     -   703,090.    2,033,210.      MT  (+/- 180 meters Scaled)
 KS1007
 KS1007                          SUPERSEDED SURVEY CONTROL
 KS1007
 KS1007  NGVD 29 (??/??/??)   57.914  (m)          190.01   (f) ADJUSTED    1 2
 KS1007
 KS1007.Superseded values are not recommended for survey control.
 KS1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1007.See file dsdata.txt to determine how the superseded data were derived.
 KS1007
 KS1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ191726(NAD 83)
 KS1007
 KS1007_MARKER: DB = BENCH MARK DISK
 KS1007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KS1007_SP_SET: HEADWALL
 KS1007_STAMPING: R 743 1944
 KS1007_MARK LOGO: CGS   
 KS1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1007+STABILITY: SURFACE MOTION
 KS1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1007+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1988
 KS1007
 KS1007  HISTORY     - Date     Condition        Report By
 KS1007  HISTORY     - 1944     MONUMENTED       CGS
 KS1007  HISTORY     - 1948     GOOD             CGS
 KS1007  HISTORY     - 19880624 GOOD             USPSQD
 KS1007  HISTORY     - 19880804 GOOD             NGS
 KS1007
 KS1007                          STATION DESCRIPTION
 KS1007
 KS1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1007'AT OROVILLE MUN AP.
 KS1007'AT OROVILLE MUNICIPAL AIRPORT, BUTTE COUNTY, 392.5 FEET WEST OF
 KS1007'THE SOUTHWEST CORNER OF THE HANGAR, 32.3 FEET NORTHWEST OF THE
 KS1007'NORTHWEST EDGE OF THE NORTHEAST-AND-SOUTHWEST TAXIWAY LEADING
 KS1007'FROM THE HANGAR AND THE CONTROL TOWER TO THE RUNWAYS, 27.2 FEET
 KS1007'NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY PARALLELING THE
 KS1007'NORTHWEST-AND-SOUTHEAST RUNWAY, AT A CONCRETE-PIPE CULVERT UNDER
 KS1007'THE TAXIWAY, IN THE TOP OF THE NORTHWEST CONCRETE HEADWALL,
 KS1007'AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 KS1007'AN IRON BENCH-MARK DISK, STAMPED R 743 1944.
 KS1007
 KS1007                          STATION RECOVERY (1988)
 KS1007
 KS1007'RECOVERY NOTE BY US POWER SQUADRON 1988 (WG)
 KS1007'RECOVERED IN GOOD CONDITION.
 KS1007
 KS1007                          STATION RECOVERY (1988)
 KS1007
 KS1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.3 KM
 KS1007'(2.05 MI) WESTERLY ALONG STATE HIGHWAY 162 FROM THE JUNCTION OF STATE
 KS1007'HIGHWAY 70 IN OROVILLE, THENCE 0.3 KM (0.20 MI) SOUTH ALONG CHUCK
 KS1007'YEAGER DRIVE, THENCE 0.2 KM (0.10 MI) WEST AND SOUTHWEST ALONG A PAVED
 KS1007'ROAD AND THE NORTH AIRPORT TIE DOWN AREA, IN TOP OF AND 0.2 M
 KS1007'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTH HEADWALL OF A
 KS1007'CONCRETE CULVERT UNDER A SHORT TAXIWAY LEADING FROM THE TIE DOWN AREA
 KS1007'TO TAXIWAY NUMBER 12-30, AT THE OROVILLE MUNICIPAL AIRPORT, 91.5 M
 KS1007'(300.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN AIRPORT
 KS1007'OFFICE AND HANGAR, 17.5 M (57.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 KS1007'SHORT TAXIWAY, AND LEVEL WITH THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0739 ***********************************************************************
 GT0739  DESIGNATION -  R 746
 GT0739  PID         -  GT0739
 GT0739  STATE/COUNTY-  CA/KINGS
 GT0739  USGS QUAD   -  WESTHAVEN (1981)
 GT0739
 GT0739                         *CURRENT SURVEY CONTROL
 GT0739  ___________________________________________________________________
 GT0739* NAD 83(1986)-  36 14 43.     (N)    119 56 46.     (W)     SCALED    
 GT0739* NAVD 88     -        75.34   (+/-2cm)     247.2    (feet)  VERTCON   
 GT0739  ___________________________________________________________________
 GT0739  GEOID HEIGHT-         -33.81  (meters)                     GEOID09
 GT0739  VERT ORDER  -  THIRD (See Below)
 GT0739
 GT0739.The horizontal coordinates were scaled from a topographic map and have
 GT0739.an estimated accuracy of +/- 6 seconds.
 GT0739.
 GT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0739
 GT0739.The vertical order pertains to the NGVD 29 superseded value.
 GT0739
 GT0739.The geoid height was determined by GEOID09.
 GT0739
 GT0739;                    North         East    Units  Estimated Accuracy
 GT0739;SPC CA 4     -   601,610.    1,914,970.      MT  (+/- 180 meters Scaled)
 GT0739
 GT0739                          SUPERSEDED SURVEY CONTROL
 GT0739
 GT0739  NGVD 29 (??/??/??)   74.46   (m)          244.3    (f) RESET       3  
 GT0739
 GT0739.Superseded values are not recommended for survey control.
 GT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0739.See file dsdata.txt to determine how the superseded data were derived.
 GT0739
 GT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA352151(NAD 83)
 GT0739
 GT0739_MARKER: DD = SURVEY DISK
 GT0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0739_SP_SET: CONCRETE BASE
 GT0739_STAMPING: R 746
 GT0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0739
 GT0739  HISTORY     - Date     Condition        Report By
 GT0739  HISTORY     - UNK      MONUMENTED       DOD
 GT0739  HISTORY     - 1957     GOOD             CGS
 GT0739  HISTORY     - 1966     GOOD             CGS
 GT0739
 GT0739                          STATION DESCRIPTION
 GT0739
 GT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GT0739'AT LEMOORE AIR FIELD.
 GT0739'AT LEMOORE AIR FIELD, IN R19E T19S S30, 0.35 MILE NORTHEAST OF
 GT0739'BENCH MARK S 746 (USE), 0.3 MILE SOUTHWEST OF THE CONTROL TOWER,
 GT0739'0.2 MILE NORTH OF THE SWIMMING POOL, ABOUT 140 YARDS SOUTHWEST
 GT0739'OF A LARGE WOODEN BUILDING, AT THE ABANDONED PARADE GROUNDS, IN
 GT0739'THE TOP OF THE EAST SIDE OF THE CONCRETE CIRCULAR BASE OF THE
 GT0739'FORMER FLAG POLE (ONLY THE BASE REMAINS), 97 FEET WEST OF THE
 GT0739'CENTER LINE OF A BLACK TOP STREET, 1.3 FEET EAST OF A 4-INCH
 GT0739'IRON PIPE PROJECTING ABOVE THE SIDEWALK, 2.7 FEET SOUTH OF A
 GT0739'WITNESS POST, AND ABOUT LEVEL WITH THE STREET.
 GT0739
 GT0739                          STATION RECOVERY (1966)
 GT0739
 GT0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GT0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2987 ***********************************************************************
 EV2987  DESIGNATION -  R 749
 EV2987  PID         -  EV2987
 EV2987  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2987  USGS QUAD   -  GUASTI (1981)
 EV2987
 EV2987                         *CURRENT SURVEY CONTROL
 EV2987  ___________________________________________________________________
 EV2987* NAD 83(1986)-  34 03 43.     (N)    117 36 29.     (W)     SCALED    
 EV2987* NAVD 88     -       294.61   (+/-2cm)     966.6    (feet)  VERTCON   
 EV2987  ___________________________________________________________________
 EV2987  GEOID HEIGHT-         -33.32  (meters)                     GEOID09
 EV2987  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2987
 EV2987.This mark is at Ontario Intl Airport (ONT)
 EV2987
 EV2987.The horizontal coordinates were scaled from a topographic map and have
 EV2987.an estimated accuracy of +/- 6 seconds.
 EV2987.
 EV2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2987
 EV2987.The vertical order pertains to the NGVD 29 superseded value.
 EV2987
 EV2987.The geoid height was determined by GEOID09.
 EV2987
 EV2987;                    North         East    Units  Estimated Accuracy
 EV2987;SPC CA 5     -   562,410.    2,036,180.      MT  (+/- 180 meters Scaled)
 EV2987
 EV2987                          SUPERSEDED SURVEY CONTROL
 EV2987
 EV2987  NGVD 29 (??/??/92)  293.850  (m)          964.07   (f) ADJ UNCH    1 2
 EV2987
 EV2987.Superseded values are not recommended for survey control.
 EV2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2987.See file dsdata.txt to determine how the superseded data were derived.
 EV2987
 EV2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT438691(NAD 83)
 EV2987
 EV2987_MARKER: DB = BENCH MARK DISK
 EV2987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2987_SP_SET: CONCRETE ROOF
 EV2987_STAMPING: R 749 1945
 EV2987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2987
 EV2987  HISTORY     - Date     Condition        Report By
 EV2987  HISTORY     - 1945     MONUMENTED       CGS
 EV2987  HISTORY     - 1961     GOOD             CGS
 EV2987  HISTORY     - 1975     GOOD             NGS
 EV2987
 EV2987                          STATION DESCRIPTION
 EV2987
 EV2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EV2987'AT ONTARIO INT AIRPORT.
 EV2987'AT ONTARIO INTERNATIONAL AIRPORT, IN THE TOP OF THE SOUTHEAST
 EV2987'CORNER OF THE CONCRETE ROOF OF A UNDERGROUND STORAGE WATER
 EV2987'TANK, 105 FEET SOUTH OF THE CENTER LINE OF A STREET, 30 FEET
 EV2987'NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 2.5 FEET ABOVE
 EV2987'THE GROUND.
 EV2987
 EV2987                          STATION RECOVERY (1975)
 EV2987
 EV2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EV2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0557 ***********************************************************************
 DB0557  DESIGNATION -  R 750
 DB0557  PID         -  DB0557
 DB0557  STATE/COUNTY-  CA/IMPERIAL
 DB0557  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0557
 DB0557                         *CURRENT SURVEY CONTROL
 DB0557  ___________________________________________________________________
 DB0557* NAD 83(1986)-  32 50 25.     (N)    115 16 38.     (W)     SCALED    
 DB0557* NAVD 88     -        16.09   (+/-2cm)      52.8    (feet)  VERTCON   
 DB0557  ___________________________________________________________________
 DB0557  GEOID HEIGHT-         -34.50  (meters)                     GEOID09
 DB0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0557
 DB0557.The horizontal coordinates were scaled from a topographic map and have
 DB0557.an estimated accuracy of +/- 6 seconds.
 DB0557.
 DB0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0557
 DB0557.The vertical order pertains to the NGVD 29 superseded value.
 DB0557
 DB0557.The geoid height was determined by GEOID09.
 DB0557
 DB0557;                    North         East    Units  Estimated Accuracy
 DB0557;SPC CA 6     -   575,130.    2,091,070.      MT  (+/- 180 meters Scaled)
 DB0557
 DB0557                          SUPERSEDED SURVEY CONTROL
 DB0557
 DB0557  NGVD 29 (??/??/??)   15.389  (m)           50.49   (f) ADJUSTED    1 2
 DB0557
 DB0557.Superseded values are not recommended for survey control.
 DB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0557.See file dsdata.txt to determine how the superseded data were derived.
 DB0557
 DB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS612348(NAD 83)
 DB0557
 DB0557_MARKER: DD = SURVEY DISK
 DB0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0557_SP_SET: TOWER CONCRETE BASE
 DB0557_STAMPING: R 750 1945
 DB0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0557
 DB0557  HISTORY     - Date     Condition        Report By
 DB0557  HISTORY     - 1945     MONUMENTED       CGS
 DB0557  HISTORY     - 1945     GOOD             USGS
 DB0557
 DB0557                          STATION DESCRIPTION
 DB0557
 DB0557'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 DB0557'AT HOLTVILLE.
 DB0557'AT HOLTVILLE OUTLYING FIELD, IMPERIAL COUNTY, 0.7 MILES EAST OF
 DB0557'EAST HIGHLINE CANAL ON MAIN ROAD THROUGH IMPERIAL VALLEY
 DB0557'TUBERCULOSIS SANITARIUM.  AT INTERSECTION, 35 FEET NORTHWEST
 DB0557'OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH WEST OF THE CENTER
 DB0557'LINE OF NORTHWEST - SOUTHEAST ROAD, IN THE CONCRETE BASE OF THE
 DB0557'NORTH LEG OF THE BEACON TOWER, AND NEAR THE NORTHEAST EDGE.  A
 DB0557'STANDARD DISK STAMPED R 750 1945.  NOTE-- THE HOLTVILLE NAVAL
 DB0557'AUXILIARY AIR STATION IS NOW THE IMPERIAL VALLEY TUBERCULOSIS
 DB0557'SANITARIUM.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0191 ***********************************************************************
 EV0191  DESIGNATION -  R 752
 EV0191  PID         -  EV0191
 EV0191  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0191  USGS QUAD   -  VICTORVILLE (1993)
 EV0191
 EV0191                         *CURRENT SURVEY CONTROL
 EV0191  ___________________________________________________________________
 EV0191* NAD 83(1986)-  34 34 47.     (N)    117 21 54.     (W)     SCALED    
 EV0191* NAVD 88     -       881.59   (+/-2cm)    2892.3    (feet)  VERTCON   
 EV0191  ___________________________________________________________________
 EV0191  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0191  VERT ORDER  -  THIRD (See Below)
 EV0191
 EV0191.The horizontal coordinates were scaled from a topographic map and have
 EV0191.an estimated accuracy of +/- 6 seconds.
 EV0191.
 EV0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0191
 EV0191.The vertical order pertains to the NGVD 29 superseded value.
 EV0191
 EV0191.The geoid height was determined by GEOID09.
 EV0191
 EV0191;                    North         East    Units  Estimated Accuracy
 EV0191;SPC CA 5     -   619,950.    2,058,260.      MT  (+/- 180 meters Scaled)
 EV0191
 EV0191                          SUPERSEDED SURVEY CONTROL
 EV0191
 EV0191  NGVD 29 (??/??/??)  880.75   (m)         2889.6    (f) RESET       3  
 EV0191
 EV0191.Superseded values are not recommended for survey control.
 EV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0191.See file dsdata.txt to determine how the superseded data were derived.
 EV0191
 EV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU665264(NAD 83)
 EV0191
 EV0191_MARKER: DD = SURVEY DISK
 EV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0191_STAMPING: R 752
 EV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0191+STABILITY: SURFACE MOTION
 EV0191
 EV0191  HISTORY     - Date     Condition        Report By
 EV0191  HISTORY     - UNK      MONUMENTED       DOD
 EV0191  HISTORY     - 1956     GOOD             CGS
 EV0191  HISTORY     - 1961     MARK NOT FOUND   DOD
 EV0191
 EV0191                          STATION DESCRIPTION
 EV0191
 EV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0191'AT GEORGE AIR FORCE BASE.
 EV0191'AT GEORGE AIR FORCE BASE (FORMERLY VICTORVILLE ARMY AIR FIELD),
 EV0191'195.6 FEET SOUTHEAST OF THE GUARD HOUSE AT MAIN ENTRANCE, AT THE
 EV0191'INTERSECTION OF NEVADA AVENUE AND CORY BOULEVARD, 30.7 FEET
 EV0191'NORTHEAST OF THE CENTER LINE OF THE DRIVE LEADING INTO THE
 EV0191'BASE, 1 FOOT SOUTHWEST OF THE CENTER LINE OF THE BOULEVARD, 19
 EV0191'FEET EAST OF THE CENTER LINE OF THE AVENUE, AND SET IN THE
 EV0191'TOP OF A CONCRETE POST, ACCESS TO WHICH IS THROUGH A 8-INCH IRON
 EV0191'PIPE WITH A IRON COVER.
 EV0191
 EV0191                          STATION RECOVERY (1961)
 EV0191
 EV0191'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 EV0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0003 ***********************************************************************
 LU0003  DESIGNATION -  REDDING
 LU0003  PID         -  LU0003
 LU0003  STATE/COUNTY-  CA/SHASTA
 LU0003  USGS QUAD   -  REDDING (1969)
 LU0003
 LU0003                         *CURRENT SURVEY CONTROL
 LU0003  ___________________________________________________________________
 LU0003* NAD 83(2007)-  40 34 36.03187(N)    122 24 17.25382(W)     ADJUSTED  
 LU0003* NAVD 88     -       218.28   (+/-2cm)     716.1    (feet)  VERTCON   
 LU0003  ___________________________________________________________________
 LU0003  EPOCH DATE  -        2007.00
 LU0003  X           -  -2,599,877.365 (meters)                     COMP
 LU0003  Y           -  -4,095,993.826 (meters)                     COMP
 LU0003  Z           -   4,126,954.676 (meters)                     COMP
 LU0003  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC09
 LU0003  ELLIP HEIGHT-         190.731 (meters)          (02/10/07) ADJUSTED
 LU0003  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 LU0003
 LU0003  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU0003  Type    PID    Designation                      North   East  Ellip
 LU0003  -------------------------------------------------------------------
 LU0003  NETWORK LU0003 REDDING                           5.02   3.47  10.92
 LU0003  -------------------------------------------------------------------
 LU0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0003
 LU0003.The horizontal coordinates were established by GPS observations
 LU0003.and adjusted by the National Geodetic Survey in February 2007.
 LU0003
 LU0003.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LU0003.See National Readjustment for more information. 
 LU0003
 LU0003.The horizontal coordinates are valid at the epoch date displayed above
 LU0003.which is a decimal equivalence of Year/Month/Day.
 LU0003
 LU0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0003
 LU0003.The vertical order pertains to the NGVD 29 superseded value.
 LU0003
 LU0003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU0003
 LU0003.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU0003
 LU0003.The ellipsoidal height was determined by GPS observations
 LU0003.and is referenced to NAD 83.
 LU0003
 LU0003.The geoid height was determined by GEOID09.
 LU0003
 LU0003;                    North         East     Units Scale Factor Converg.
 LU0003;SPC CA 1     -   638,136.408 1,965,729.110   MT  0.99990476   -0 15 52.9
 LU0003;SPC CA 1     - 2,093,619.20  6,449,229.59   sFT  0.99990476   -0 15 52.9
 LU0003;UTM  10      - 4,491,935.966   550,376.883   MT  0.99963124   +0 23 13.8
 LU0003
 LU0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU0003!SPC CA 1     -   0.99997008  x   0.99990476  =   0.99987484
 LU0003!UTM  10      -   0.99997008  x   0.99963124  =   0.99960133
 LU0003
 LU0003:                Primary Azimuth Mark                     Grid Az
 LU0003:SPC CA 1     -  WATER                                    283 00 24.2
 LU0003:UTM  10      -  WATER                                    282 21 17.5
 LU0003
 LU0003|---------------------------------------------------------------------|
 LU0003| PID    Reference Object                     Distance      Geod. Az  |
 LU0003|                                                           dddmmss.s |
 LU0003| LU0005 REDDING RM 2                         16.184 METERS 06943     |
 LU0003| DB6595 REDDING RM 4                         13.845 METERS 16539     |
 LU0003| DB6593 REDDING AZ MK                                      1995614.3 |
 LU0003| LU1922 WATER                               APPROX. 1.3 KM 2824431.3 |
 LU0003| LU2064 S FORK MTN VAL COMM MAST            APPROX.13.1 KM 3110427.2 |
 LU0003| LU1921 SAN FRANCISCO SEATTL AWY BN 20      137.957 METERS 32257     |
 LU0003| LU0004 REDDING RM 1                         17.913 METERS 34417     |
 LU0003| DB6594 REDDING RM 3                         15.159 METERS 34539     |
 LU0003|---------------------------------------------------------------------|
 LU0003
 LU0003                          SUPERSEDED SURVEY CONTROL
 LU0003
 LU0003  NAD 83(1992)-  40 34 36.02678(N)    122 24 17.24782(W) AD(1991.35) 1
 LU0003  NAD 83(1986)-  40 34 36.02177(N)    122 24 17.25004(W) AD(1984.00) 1
 LU0003  NAD 27      -  40 34 36.47800(N)    122 24 13.22000(W) AD(       ) 1
 LU0003  NGVD 29 (??/??/92)  217.485  (m)          713.53   (f) ADJ UNCH    1 2
 LU0003
 LU0003.Superseded values are not recommended for survey control.
 LU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0003.See file dsdata.txt to determine how the superseded data were derived.
 LU0003
 LU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK5037691935(NAD 83)
 LU0003
 LU0003_MARKER: DD = SURVEY DISK
 LU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0003_SP_SET: CONCRETE POST
 LU0003_STAMPING: REDDING 1939
 LU0003_MARK LOGO: CGS   
 LU0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0003+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1992
 LU0003
 LU0003  HISTORY     - Date     Condition        Report By
 LU0003  HISTORY     - 1939     MONUMENTED       CGS
 LU0003  HISTORY     - 1948     GOOD             CGS
 LU0003  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LU0003  HISTORY     - 1974     SEE DESCRIPTION  USFS
 LU0003  HISTORY     - 19920425 GOOD             NGS
 LU0003
 LU0003                          STATION DESCRIPTION
 LU0003
 LU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LU0003'STATION IS ON THE EAST-NORTHEAST SIDE OF BENTON AIRPORT IN
 LU0003'REDDING, ON FLAT GROUND, 176 FEET NORTHEAST OF THE EAST CORNER
 LU0003'OF THE HANGAR BUILDING.  DRIVE STATION.
 LU0003'
 LU0003'TO REACH FROM REDDING, GO WESTWARD ON THE IGO-ONO ROAD FOR
 LU0003'0.8 MILE, TURN LEFT (SOUTH) INTO AIRPORT GROUNDS AND GO 0.2
 LU0003'MILE TO THE STATION WHICH IS 5 FEET WEST-SOUTHWEST OF FENCE
 LU0003'LINE MARKING EAST-NORTHEAST BOUNDARY OF AIRPORT, IN 12-INCH
 LU0003'SQUARE-CONCRETE MONUMENT PROJECTING 2 INCHES, STAMPED REDDING
 LU0003'1939.
 LU0003'
 LU0003'UNDERGROUND MARK IS IN CONCRETE MONUMENT 6 INCHES IN DIAMETER,
 LU0003'36 INCHES UNDER STATION MARK.
 LU0003'
 LU0003'REFERENCE MARK NO. 1 IS 2 FEET WEST-SOUTHWEST OF FENCE MENTIONED
 LU0003'ABOVE, IN 10-INCH SQUARE-CONCRETE MONUMENT PROJECTING 2 INCHES,
 LU0003'SAME LEVEL AS STATION, STAMPED REDDING NO. 1 1939.
 LU0003'
 LU0003'REFERENCE MARK NO. 2 IS IN AN UNCULTIVATED FIELD WHICH IS
 LU0003'COVERED WITH SMALL BOULDERS, IN 10-INCH SQUARE-CONCRETE
 LU0003'MONUMENT PROJECTING 3 INCHES, SAME LEVEL AS STATION, STAMPED
 LU0003'REDDING NO. 2 1939.
 LU0003'
 LU0003'AZIMUTH MARK IS 10 FEET WEST-SOUTHWEST OF THE EDGE OF THE
 LU0003'DIRT FILL AT THE EAST-NORTHEAST EDGE OF THE LANDING FIELD,
 LU0003'2 FEET EAST-NORTHEAST OF A WHITE LIGHT MARKING THE LANDING
 LU0003'FIELD, IN 10-INCH SQUARE-CONCRETE MONUMENT PROJECTING 2
 LU0003'INCHES, SAME LEVEL AS LANDING FIELD AND STATION, STAMPED REDDING
 LU0003'1939.
 LU0003'
 LU0003'ALL MARKS ARE STANDARD BRONZE DISKS.
 LU0003'
 LU0003'OBSERVED FROM A 4-FOOT STAND.
 LU0003'
 LU0003'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 LU0003
 LU0003                          STATION RECOVERY (1948)
 LU0003
 LU0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 LU0003'0.9 MI SW FROM REDDING.
 LU0003'AT BENTON AIRPORT, SHASTA COUNTY, 212 FEET SOUTHEAST OF THE
 LU0003'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 178 FEET
 LU0003'NORTHEAST OF THE EAST CORNER OF A HANGAR, 99.6 FEET NORTH-NORTHWEST
 LU0003'OF A FENCE CORNER, AND 4.5 FEET WEST-SOUTHWEST OF A PROPERTY-LINE
 LU0003'FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED REDDING
 LU0003'1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 LU0003'FOOT ABOVE GROUND.
 LU0003
 LU0003                          STATION RECOVERY (1972)
 LU0003
 LU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (PRL)
 LU0003'THE STATION WAS RECOVERED IN GOOD CONDITION, R.M. 1, R.M. 2,
 LU0003'AND THE AZIMUTH MARK WERE SEARCHED FOR AND NOT RECOVERED.
 LU0003'
 LU0003'NEW REFERENCE MARKS WERE SET BY THE CALIFORNIA DIVISION OF
 LU0003'HIGHWAYS.
 LU0003'
 LU0003'REFERENCE MARK 3 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 LU0003'3-5/8-INCH DISK STAMPED REDDING R.M. 3 1972, NOTE 11B, PROJECTING
 LU0003'2 INCHES ABOVE GROUND, 1.5 FEET WEST OF CYCLONE FENCE, 27 FEET
 LU0003'NORTH OF POWER POLE 5, AND LEVEL WITH THE STATION.
 LU0003'
 LU0003'REFERENCE MARK 4 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 LU0003'3-5/8 INCH DISK STAMPED REDDING R.M. 4 1972, NOTE 11B, LEVEL
 LU0003'WITH THE GROUND, 8 FEET WEST OF CYCLONE FENCE AND LEVEL WITH
 LU0003'THE STATION.
 LU0003'
 LU0003'TO REACH THE STATION FROM OREGON STREET AND PLACER STREET AT
 LU0003'THE SOUTHWEST CORNER OF THE U.S. POST OFFICE IN REDDING, GO
 LU0003'WEST ON PLACER STREET FOR 0.6 MILE TO THE STREET TO BENTON
 LU0003'AIRPORT, TURN LEFT TO THE AIRPORT AND GO 0.15 MILE TO THE
 LU0003'STATION ON THE LEFT.
 LU0003'
 LU0003'THE STATION IS 5 FEET WEST OF CYCLONE FENCE AND 23 FEET SOUTH
 LU0003'OF POWER POLE 5.
 LU0003'
 LU0003'STATION WATER (CDH) CAN BE USED AS THE AZIMUTH MARK.
 LU0003
 LU0003                          STATION RECOVERY (1974)
 LU0003
 LU0003'RECOVERY NOTE BY US FOREST SERVICE 1974 (JS)
 LU0003'REDDING 1939-EXCELLENT
 LU0003'
 LU0003'R.M. 1 AND 2 WERE NOT FOUND.  CALIF DIV OF HWYS HAVE SET R.M. 3
 LU0003'AND 4.
 LU0003'
 LU0003'AZM MARK IS BLOCKED BY BUILDING - CALIF DIV OF HWYS HAS MON. ON.
 LU0003'
 LU0003'WATER TANK WATER WE USED THIS AS BASE LINE AND AZM.
 LU0003'
 LU0003'MARK IS IN FINE CONDITION - I WILL WIRE A SURVEY MARKER (N.G.S.)
 LU0003'TO THE WIRE FENCE TO I.D. THE STA DUE TO CALIF OF HWYS STA
 LU0003'IS WELL POSITIONED.
 LU0003
 LU0003                          STATION RECOVERY (1992)
 LU0003
 LU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU0003'THE STATION IS LOCATED IN REDDING NEAR THE BENTON AIRPARK.
 LU0003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 73 (PINE
 LU0003'STREET) AND PLACER STREET IN REDDING GO WESTERLY ON PLACER STREET FOR
 LU0003'1.0 MI (1.61 KM) TO A ROAD LEFT, TURN LEFT AND GO SOUTHERLY ON
 LU0003'AIRPARK DRIVE FOR .15 MI (0.24 KM) TO THE STATION ON THE LEFT NEAR A
 LU0003'CHAIN-LINK FENCE.
 LU0003'STATION IS 39.5 M (129.59 FT) NORTHWEST OF THE CENTER OF GOLD STREET,
 LU0003'17 M (55.77 FT) NORTHEAST OF THE CENTER OF AIRPARK DRIVE , 7.4 M
 LU0003'(24.28 FT) SOUTHEAST OF POWER POLE NUMBER 216 AND 1.5 M (4.92 FT)
 LU0003'SOUTHWEST OF A CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0004 ***********************************************************************
 LU0004  DESIGNATION -  REDDING RM 1
 LU0004  PID         -  LU0004
 LU0004  STATE/COUNTY-  CA/SHASTA
 LU0004  USGS QUAD   -  REDDING (1969)
 LU0004
 LU0004                         *CURRENT SURVEY CONTROL
 LU0004  ___________________________________________________________________
 LU0004* NAD 83(1986)-  40 34 35.     (N)    122 24 16.     (W)     SCALED    
 LU0004* NAVD 88     -       218.23   (+/-2cm)     716.0    (feet)  VERTCON   
 LU0004  ___________________________________________________________________
 LU0004  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 LU0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0004
 LU0004.The horizontal coordinates were scaled from a topographic map and have
 LU0004.an estimated accuracy of +/- 6 seconds.
 LU0004.
 LU0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0004
 LU0004.The vertical order pertains to the NGVD 29 superseded value.
 LU0004
 LU0004.The geoid height was determined by GEOID09.
 LU0004
 LU0004;                    North         East    Units  Estimated Accuracy
 LU0004;SPC CA 1     -   638,100.    1,965,760.      MT  (+/- 180 meters Scaled)
 LU0004
 LU0004                          SUPERSEDED SURVEY CONTROL
 LU0004
 LU0004  NGVD 29 (??/??/92)  217.431  (m)          713.35   (f) ADJ UNCH    1 2
 LU0004
 LU0004.Superseded values are not recommended for survey control.
 LU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0004.See file dsdata.txt to determine how the superseded data were derived.
 LU0004
 LU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK504919(NAD 83)
 LU0004
 LU0004_MARKER: DR = REFERENCE MARK DISK
 LU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0004_STAMPING: REDDING NO 1 1939
 LU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0004+STABILITY: SURFACE MOTION
 LU0004
 LU0004  HISTORY     - Date     Condition        Report By
 LU0004  HISTORY     - 1939     MONUMENTED       CGS
 LU0004  HISTORY     - 1948     GOOD             CGS
 LU0004
 LU0004                          STATION DESCRIPTION
 LU0004
 LU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LU0004'0.9 MI SW FROM REDDING.
 LU0004'AT BENTON AIRPORT, SHASTA COUNTY, 204 FEET NORTHEAST OF THE
 LU0004'CENTER OF THE NORTHEAST END OF THE HANGAR, 182 FEET
 LU0004'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION
 LU0004'BUILDING, 58.7 FEET NORTH-NORTHWEST OF TRIANGULATION STATION
 LU0004'REDDING, AND 1.5 FEET WEST-SOUTHWEST OF THE FENCE ALONG THE
 LU0004'EDGE OF THE FIELD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 LU0004'REDDING NO 1 1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU0004'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1112 ***********************************************************************
 JT1112  DESIGNATION -  RV 168
 JT1112  PID         -  JT1112
 JT1112  STATE/COUNTY-  CA/SONOMA
 JT1112  USGS QUAD   -  HEALDSBURG (1993)
 JT1112
 JT1112                         *CURRENT SURVEY CONTROL
 JT1112  ___________________________________________________________________
 JT1112* NAD 83(1986)-  38 30 56.6    (N)    122 47 21.7    (W)     HD_HELD2  
 JT1112* NAVD 88     -        35.58   (+/-2cm)     116.7    (feet)  VERTCON   
 JT1112  ___________________________________________________________________
 JT1112  GEOID HEIGHT-         -31.31  (meters)                     GEOID09
 JT1112  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1112
 JT1112.The horizontal coordinates were established by autonomous hand held GPS
 JT1112.observations and have an estimated accuracy of +/- 10 meters.
 JT1112.
 JT1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1112
 JT1112.The vertical order pertains to the NGVD 29 superseded value.
 JT1112
 JT1112.Photographs are available for this station.
 JT1112
 JT1112.The geoid height was determined by GEOID09.
 JT1112
 JT1112;                    North         East    Units  Estimated Accuracy
 JT1112;SPC CA 2     -   594,549.    1,931,160.      MT  (+/- 10 meters HH2 GPS)
 JT1112
 JT1112                          SUPERSEDED SURVEY CONTROL
 JT1112
 JT1112  NGVD 29 (??/??/92)   34.717  (m)          113.90   (f) ADJ UNCH    1 2
 JT1112
 JT1112.Superseded values are not recommended for survey control.
 JT1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1112.See file dsdata.txt to determine how the superseded data were derived.
 JT1112
 JT1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH1836363059(NAD 83)
 JT1112
 JT1112_MARKER: R = RIVET
 JT1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1112_SP_SET: HEADWALL
 JT1112_MARK LOGO: NONE  
 JT1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1112+STABILITY: SURFACE MOTION
 JT1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT1112+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2010
 JT1112
 JT1112  HISTORY     - Date     Condition        Report By
 JT1112  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1112  HISTORY     - 1944     GOOD             CGS
 JT1112  HISTORY     - 1985     GOOD             USPSQD
 JT1112  HISTORY     - 1987     GOOD             NGS
 JT1112  HISTORY     - 20100717 GOOD             GEOCAC
 JT1112
 JT1112                          STATION DESCRIPTION
 JT1112
 JT1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT1112'6.5 MI N FROM SANTA ROSA.
 JT1112'6.5 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1112'THE STATION AT SANTA ROSA, SONOMA COUNTY, 0.5 MILE NORTH OF
 JT1112'THE SIDING SIGN AT MARK WEST, 37 RAILS NORTHWEST OF MILEPOST
 JT1112'60, AT CULVERT NO. 60-C, IN THE SOUTHEAST CORNER OF THE
 JT1112'SOUTHWEST HEADWALL, 9.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JT1112'0.8 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL, AND
 JT1112'0.6 FOOT NORTHWEST OF THE SOUTHEAST END.  A STANDARD MONEL-METAL
 JT1112'RIVET.
 JT1112
 JT1112                          STATION RECOVERY (1985)
 JT1112
 JT1112'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1112'RECOVERED IN GOOD CONDITION.
 JT1112
 JT1112                          STATION RECOVERY (1987)
 JT1112
 JT1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1112'RECOVERED IN GOOD CONDITION.
 JT1112
 JT1112                          STATION RECOVERY (2010)
 JT1112
 JT1112'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1112'RECOVERED IN GOOD CONDITION.  WAAS CORRECTED HANDHELD GPSR INDICATES
 JT1112'ESTIMATED POSITION OF N38 30.944 W122 47.361.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1113 ***********************************************************************
 JT1113  DESIGNATION -  RV 169
 JT1113  PID         -  JT1113
 JT1113  STATE/COUNTY-  CA/SONOMA
 JT1113  USGS QUAD   -  HEALDSBURG (1993)
 JT1113
 JT1113                         *CURRENT SURVEY CONTROL
 JT1113  ___________________________________________________________________
 JT1113* NAD 83(1986)-  38 30 43.0    (N)    122 47 09.5    (W)     HD_HELD2  
 JT1113* NAVD 88     -        37.157  (meters)     121.91   (feet)  ADJUSTED  
 JT1113  ___________________________________________________________________
 JT1113  GEOID HEIGHT-         -31.32  (meters)                     GEOID09
 JT1113  DYNAMIC HT  -          37.134 (meters)     121.83  (feet)  COMP
 JT1113  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JT1113
 JT1113  VERT ORDER  -  FIRST     CLASS II
 JT1113
 JT1113.The horizontal coordinates were established by autonomous hand held GPS
 JT1113.observations and have an estimated accuracy of +/- 10 meters.
 JT1113.
 JT1113.The orthometric height was determined by differential leveling and
 JT1113.adjusted in June 1991.
 JT1113
 JT1113.Photographs are available for this station.
 JT1113
 JT1113.The geoid height was determined by GEOID09.
 JT1113
 JT1113.The dynamic height is computed by dividing the NAVD 88
 JT1113.geopotential number by the normal gravity value computed on the
 JT1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1113.degrees latitude (g = 980.6199 gals.).
 JT1113
 JT1113.The modeled gravity was interpolated from observed gravity values.
 JT1113
 JT1113;                    North         East    Units  Estimated Accuracy
 JT1113;SPC CA 2     -   594,128.    1,931,452.      MT  (+/- 10 meters HH2 GPS)
 JT1113
 JT1113                          SUPERSEDED SURVEY CONTROL
 JT1113
 JT1113  NGVD 29 (12/02/92)   36.293  (m)          119.07   (f) ADJUSTED    1 2
 JT1113
 JT1113.Superseded values are not recommended for survey control.
 JT1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1113.See file dsdata.txt to determine how the superseded data were derived.
 JT1113
 JT1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH1865962640(NAD 83)
 JT1113
 JT1113_MARKER: R = RIVET
 JT1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1113_SP_SET: HEADWALL
 JT1113_MARK LOGO: NONE  
 JT1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1113+STABILITY: SURFACE MOTION
 JT1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT1113+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2010
 JT1113
 JT1113  HISTORY     - Date     Condition        Report By
 JT1113  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1113  HISTORY     - 1944     GOOD             CGS
 JT1113  HISTORY     - 1985     GOOD             USPSQD
 JT1113  HISTORY     - 1987     GOOD             NGS
 JT1113  HISTORY     - 20100717 GOOD             GEOCAC
 JT1113
 JT1113                          STATION DESCRIPTION
 JT1113
 JT1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT1113'6.2 MI N FROM SANTA ROSA.
 JT1113'6.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1113'THE STATION AT SANTA ROSA, SONOMA COUNTY, 0.2 MILE NORTH OF THE
 JT1113'SIDING SIGN AT MARK WEST, 8-1/2 RAILS SOUTHEAST OF MILEPOST
 JT1113'60, AT CULVERT NO. 69-F, IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 JT1113'HEADWALL, 8.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.8 FOOT
 JT1113'NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL, AND 0.7 FOOT
 JT1113'NORTHWEST OF THE SOUTHEAST END.  A STANDARD MONEL-METAL RIVET.
 JT1113
 JT1113                          STATION RECOVERY (1985)
 JT1113
 JT1113'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1113'RECOVERED IN GOOD CONDITION.
 JT1113
 JT1113                          STATION RECOVERY (1987)
 JT1113
 JT1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1113'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.0 KM
 JT1113'(6.20 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 JT1113'HIGHWAY 12 IN SANTA ROSA, THENCE 1.3 KM (0.80 MI) WEST ALONG AIRPORT
 JT1113'BOULEVARD, THENCE 0.2 KM (0.10 MI) NORTHWEST ALONG THE PACIFIC
 JT1113'NORTHWEST RAILROAD.
 JT1113
 JT1113                          STATION RECOVERY (2010)
 JT1113
 JT1113'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1113'RECOVERED IN GOOD CONDITION.  WAAS CORRECTED HANDHELD GPSR INDICATES
 JT1113'ESTIMATED POSITION OF N38 30.716 W122 47.159.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0805 ***********************************************************************
 JT0805  DESIGNATION -  RV 208 NWPRR
 JT0805  PID         -  JT0805
 JT0805  STATE/COUNTY-  CA/MARIN
 JT0805  USGS QUAD   -  NOVATO (1980)
 JT0805
 JT0805                         *CURRENT SURVEY CONTROL
 JT0805  ___________________________________________________________________
 JT0805* NAD 83(1986)-  38 03 38.     (N)    122 31 42.     (W)     SCALED    
 JT0805* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 JT0805  ___________________________________________________________________
 JT0805  GEOID HEIGHT-         -32.07  (meters)                     GEOID09
 JT0805  VERT ORDER  -  THIRD (See Below)
 JT0805
 JT0805.The horizontal coordinates were scaled from a topographic map and have
 JT0805.an estimated accuracy of +/- 6 seconds.
 JT0805.
 JT0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0805
 JT0805.The vertical order pertains to the NGVD 29 superseded value.
 JT0805
 JT0805.The geoid height was determined by GEOID09.
 JT0805
 JT0805;                    North         East    Units  Estimated Accuracy
 JT0805;SPC CA 3     -   675,120.    1,822,020.      MT  (+/- 180 meters Scaled)
 JT0805
 JT0805                          SUPERSEDED SURVEY CONTROL
 JT0805
 JT0805  NGVD 29 (??/??/??)    4.93   (m)           16.2    (f) RESET       3  
 JT0805
 JT0805.Superseded values are not recommended for survey control.
 JT0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0805.See file dsdata.txt to determine how the superseded data were derived.
 JT0805
 JT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH413126(NAD 83)
 JT0805
 JT0805_MARKER: R = RIVET
 JT0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0805_SP_SET: CULVERT
 JT0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0805
 JT0805  HISTORY     - Date     Condition        Report By
 JT0805  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0805  HISTORY     - 1956     GOOD             CGS
 JT0805  HISTORY     - 1964     GOOD             CGS
 JT0805  HISTORY     - 1981     GOOD             CADPW
 JT0805
 JT0805                          STATION DESCRIPTION
 JT0805
 JT0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0805'0.3 MI NW FROM HAMILTON FIELD.
 JT0805'0.3 MILE NORTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0805'THE STATION AT HAMILTON FIELD, 7 1/2 POLES SOUTHEAST OF THE
 JT0805'NORTHWEST BOUNDARY OF HAMILTON FIELD, 5 1/2 POLES NORTHWEST OF
 JT0805'MILEPOLE 24, 7 1/2 RAILS NORTHWEST OF THE CROSSING OF A ROAD,
 JT0805'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL
 JT0805'OF CULVERT 24 D, 14.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JT0805'AND 5 FEET LOWER THAN THE TRACK.
 JT0805
 JT0805                          STATION RECOVERY (1964)
 JT0805
 JT0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0805'RECOVERED IN GOOD CONDITION.
 JT0805
 JT0805                          STATION RECOVERY (1981)
 JT0805
 JT0805'RECOVERY NOTE BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1981
 JT0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2247 ***********************************************************************
 GU2247  DESIGNATION -  RV 7 SPCO
 GU2247  PID         -  GU2247
 GU2247  STATE/COUNTY-  CA/SANTA CRUZ
 GU2247  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2247
 GU2247                         *CURRENT SURVEY CONTROL
 GU2247  ___________________________________________________________________
 GU2247* NAD 83(1986)-  36 54 28.     (N)    121 45 43.     (W)     SCALED    
 GU2247* NAVD 88     -         9.20   (+/-2cm)      30.2    (feet)  VERTCON   
 GU2247  ___________________________________________________________________
 GU2247  GEOID HEIGHT-         -33.36  (meters)                     GEOID09
 GU2247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2247
 GU2247.The horizontal coordinates were scaled from a topographic map and have
 GU2247.an estimated accuracy of +/- 6 seconds.
 GU2247.
 GU2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2247
 GU2247.The vertical order pertains to the NGVD 29 superseded value.
 GU2247
 GU2247.The geoid height was determined by GEOID09.
 GU2247
 GU2247;                    North         East    Units  Estimated Accuracy
 GU2247;SPC CA 3     -   546,020.    1,887,540.      MT  (+/- 180 meters Scaled)
 GU2247
 GU2247                          SUPERSEDED SURVEY CONTROL
 GU2247
 GU2247  NGVD 29 (??/??/92)    8.378  (m)           27.49   (f) ADJ UNCH    2 0
 GU2247
 GU2247.Superseded values are not recommended for survey control.
 GU2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2247.See file dsdata.txt to determine how the superseded data were derived.
 GU2247
 GU2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF102853(NAD 83)
 GU2247
 GU2247_MARKER: DB = BENCH MARK DISK
 GU2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2247_SP_SET: CONCRETE FOUNDATION
 GU2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2247
 GU2247  HISTORY     - Date     Condition        Report By
 GU2247  HISTORY     - UNK      MONUMENTED       SPRR
 GU2247  HISTORY     - 1968     GOOD             CGS
 GU2247  HISTORY     - 1972     MARK NOT FOUND   SPRR
 GU2247
 GU2247                          STATION DESCRIPTION
 GU2247
 GU2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU2247'AT WATSONVILLE.
 GU2247'AT WATSONVILLE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT
 GU2247'70 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION,
 GU2247'AT MILEAGE 101.9, IN THE TOP OF THE CONCRETE FOUNDATION THAT
 GU2247'FORMERLY SUPPORTED THE SCALES, 61.5 FEET NORTHWEST OF THE
 GU2247'CENTERLINE OF WALL STREET, 12.5 FEET SOUTH OF THE SOUTH RAIL OF
 GU2247'SEVERAL TRACKS, 4.8 FEET WEST OF THE NORTHWEST ONE OF TWO METAL
 GU2247'GUARD POSTS, 1.0 FOOT WEST OF THE EAST CORNER OF THE FOUNDATION,
 GU2247'ABOUT 1/2 FOOT HIGHER THAN THE TRACKS, AND FLUSH WITH THE SURROUNDING
 GU2247'PAVEMENT.
 GU2247
 GU2247                          STATION RECOVERY (1972)
 GU2247
 GU2247'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1972
 GU2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0278 ***********************************************************************
 EU0278  DESIGNATION -  S 161
 EU0278  PID         -  EU0278
 EU0278  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0278  USGS QUAD   -  WHALE MTN (1975)
 EU0278
 EU0278                         *CURRENT SURVEY CONTROL
 EU0278  ___________________________________________________________________
 EU0278* NAD 83(1986)-  34 44 26.0    (N)    114 36 08.0    (W)     HD_HELD2  
 EU0278* NAVD 88     -       276.995  (meters)     908.77   (feet)  ADJUSTED  
 EU0278  ___________________________________________________________________
 EU0278  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 EU0278  DYNAMIC HT  -         276.713 (meters)     907.85  (feet)  COMP
 EU0278  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 EU0278
 EU0278  VERT ORDER  -  FIRST     CLASS II
 EU0278
 EU0278.The horizontal coordinates were established by autonomous hand held GPS
 EU0278.observations and have an estimated accuracy of +/- 10 meters.
 EU0278.
 EU0278.The orthometric height was determined by differential leveling and
 EU0278.adjusted in June 1991.
 EU0278
 EU0278.Photographs are available for this station.
 EU0278
 EU0278.The geoid height was determined by GEOID09.
 EU0278
 EU0278.The dynamic height is computed by dividing the NAVD 88
 EU0278.geopotential number by the normal gravity value computed on the
 EU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0278.degrees latitude (g = 980.6199 gals.).
 EU0278
 EU0278.The modeled gravity was interpolated from observed gravity values.
 EU0278
 EU0278;                    North         East    Units  Estimated Accuracy
 EU0278;SPC CA 5     -   642,866.    2,311,069.      MT  (+/- 10 meters HH2 GPS)
 EU0278
 EU0278                          SUPERSEDED SURVEY CONTROL
 EU0278
 EU0278  NGVD 29 (??/??/??)  276.328  (m)          906.59   (f) ADJUSTED    1 2
 EU0278
 EU0278.Superseded values are not recommended for survey control.
 EU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0278.See file dsdata.txt to determine how the superseded data were derived.
 EU0278
 EU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1951246890(NAD 83)
 EU0278
 EU0278_MARKER: DB = BENCH MARK DISK
 EU0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0278_STAMPING: 906.468 S 161 1933
 EU0278_MARK LOGO: CGS   
 EU0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0278+STABILITY: SURFACE MOTION
 EU0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0278+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 EU0278
 EU0278  HISTORY     - Date     Condition        Report By
 EU0278  HISTORY     - 1933     MONUMENTED       CGS
 EU0278  HISTORY     - 1935     GOOD             CGS
 EU0278  HISTORY     - 1981     GOOD             NGS
 EU0278  HISTORY     - 20100416 GOOD             GEOCAC
 EU0278
 EU0278                          STATION DESCRIPTION
 EU0278
 EU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0278'7.8 MI S FROM NEEDLES.
 EU0278'7.8 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0278'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0278'2.1 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 66, 0.1 MILE
 EU0278'SOUTH OF HIGHWAY MILEPOST 238, 35 FEET EAST OF THE CENTERLINE
 EU0278'OF THE HIGHWAY, AND 2.8 FEET EAST OF A WHITE WOODEN WITNESS
 EU0278'POST.  A STANDARD DISK, STAMPED 906.468 S 161 1933 AND SET IN
 EU0278'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 EU0278
 EU0278                          STATION RECOVERY (1981)
 EU0278
 EU0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0278'RECOVERED IN GOOD CONDITION.
 EU0278
 EU0278                          STATION RECOVERY (2010)
 EU0278
 EU0278'RECOVERY NOTE BY GEOCACHING 2010 (BA)
 EU0278'RECOVERED IN GOOD CONDITION. HANDHELD GPSR (HH2) INDICATED COORDINATES
 EU0278'OF N 34 44 26.0 W
 EU0278'114 36 08.0.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0379 ***********************************************************************
 FT0379  DESIGNATION -  S 290
 FT0379  PID         -  FT0379
 FT0379  STATE/COUNTY-  CA/INYO
 FT0379  USGS QUAD   -  TRONA EAST (1982)
 FT0379
 FT0379                         *CURRENT SURVEY CONTROL
 FT0379  ___________________________________________________________________
 FT0379* NAD 83(1986)-  35 49 52.     (N)    117 20 51.     (W)     SCALED    
 FT0379* NAVD 88     -       541.394  (meters)    1776.22   (feet)  ADJUSTED  
 FT0379  ___________________________________________________________________
 FT0379  GEOID HEIGHT-         -29.99  (meters)                     GEOID09
 FT0379  DYNAMIC HT  -         540.829 (meters)    1774.37  (feet)  COMP
 FT0379  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 FT0379
 FT0379  VERT ORDER  -  SECOND    CLASS 0
 FT0379
 FT0379.The horizontal coordinates were scaled from a topographic map and have
 FT0379.an estimated accuracy of +/- 6 seconds.
 FT0379.
 FT0379.The orthometric height was determined by differential leveling and
 FT0379.adjusted in June 1991.
 FT0379
 FT0379.The geoid height was determined by GEOID09.
 FT0379
 FT0379.The dynamic height is computed by dividing the NAVD 88
 FT0379.geopotential number by the normal gravity value computed on the
 FT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0379.degrees latitude (g = 980.6199 gals.).
 FT0379
 FT0379.The modeled gravity was interpolated from observed gravity values.
 FT0379
 FT0379;                    North         East    Units  Estimated Accuracy
 FT0379;SPC CA 4     -   556,520.    2,149,310.      MT  (+/- 180 meters Scaled)
 FT0379
 FT0379                          SUPERSEDED SURVEY CONTROL
 FT0379
 FT0379  NGVD 29 (??/??/92)  540.575  (m)         1773.54   (f) ADJ UNCH    2 0
 FT0379
 FT0379.Superseded values are not recommended for survey control.
 FT0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0379.See file dsdata.txt to determine how the superseded data were derived.
 FT0379
 FT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV686652(NAD 83)
 FT0379
 FT0379_MARKER: DB = BENCH MARK DISK
 FT0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0379_STAMPING: S 290 1935
 FT0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0379+STABILITY: SURFACE MOTION
 FT0379
 FT0379  HISTORY     - Date     Condition        Report By
 FT0379  HISTORY     - 1935     MONUMENTED       CGS
 FT0379  HISTORY     - 1945     GOOD             CGS
 FT0379
 FT0379                          STATION DESCRIPTION
 FT0379
 FT0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0379'5.3 MI N FROM TRONA.
 FT0379'IN INYO COUNTY, 5.3 MILES NORTH OF TRONA, SAN BERNARDINO COUNTY.
 FT0379'THIS BENCH MARK MAY BE REACHED FROM THE AMERICAN POTASH AND
 FT0379'CHEMICAL CO. ADMINISTRATION BUILDING BY GOING 1.8 MILES NORTH
 FT0379'ALONG THE PAVED ROAD LEADING TO STOVEPIPE WELLS HOTEL, THENCE
 FT0379'3.5 MILES NORTH ALONG AN OLD DIRT ROAD.  IT IS 0.4 MILE NORTH OF
 FT0379'THE INTERSECTION OF A DIRT ROAD AT THE POINT WHERE THE OLD ROAD
 FT0379'BEGINS A CLIMB TO THE NORTH AWAY FROM THE NORTH EDGE OF A WASH,
 FT0379'0.3 MILE SOUTH OF AN OLD FRAME HOUSE WHICH IS AN A Y-ROAD
 FT0379'INTERSECTION, 30.5 FEET EAST OF THE CENTERLINE OF THE MOST
 FT0379'EASTERLY AND THE MOST RECENTLY USED ROUTE OF THE OLD ROAD, 2 FEET
 FT0379'SOUTH OF THE CENTER OF A 3-FOOT ROCK CAIRN, AND 1.6 FEET NORTH
 FT0379'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 290
 FT0379'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FT0379'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0352 ***********************************************************************
 EW0352  DESIGNATION -  S 425
 EW0352  PID         -  EW0352
 EW0352  STATE/COUNTY-  CA/LOS ANGELES
 EW0352  USGS QUAD   -  PALMDALE (1974)
 EW0352
 EW0352                         *CURRENT SURVEY CONTROL
 EW0352  ___________________________________________________________________
 EW0352* NAD 83(1992)-  34 36 46.04485(N)    118 07 22.10630(W)     ADJUSTED  
 EW0352* NAVD 88     -       794.55   (+/-2cm)    2606.8    (feet)  VERTCON   
 EW0352  ___________________________________________________________________
 EW0352  EPOCH DATE  -        1991.35
 EW0352  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC09
 EW0352  GEOID HEIGHT-         -32.14  (meters)                     GEOID09
 EW0352  HORZ ORDER  -  SECOND
 EW0352  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0352
 EW0352.The horizontal coordinates were established by classical geodetic methods
 EW0352.and adjusted by the National Geodetic Survey in June 1996.
 EW0352.
 EW0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0352
 EW0352.The vertical order pertains to the NGVD 29 superseded value.
 EW0352
 EW0352.The Laplace correction was computed from DEFLEC09 derived deflections.
 EW0352
 EW0352.The geoid height was determined by GEOID09.
 EW0352
 EW0352;                    North         East     Units Scale Factor Converg.
 EW0352;SPC CA 5     -   623,442.685 1,988,737.438   MT  0.99992502   -0 04 12.0
 EW0352;SPC CA 5     - 2,045,411.54  6,524,716.08   sFT  0.99992502   -0 04 12.0
 EW0352;UTM  11      - 3,830,677.327   397,059.312   MT  0.99973061   -0 38 16.2
 EW0352
 EW0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW0352!SPC CA 5     -   0.99988034  x   0.99992502  =   0.99980537
 EW0352!UTM  11      -   0.99988034  x   0.99973061  =   0.99961098
 EW0352
 EW0352                          SUPERSEDED SURVEY CONTROL
 EW0352
 EW0352  NAD 83(1986)-  34 36 46.04451(N)    118 07 22.10522(W) AD(1984.00) 2
 EW0352  NAD 27      -  34 36 46.08149(N)    118 07 18.84223(W) AD(       ) 2
 EW0352  NGVD 29 (??/??/92)  793.695  (m)         2603.98   (f) ADJ UNCH    1 1
 EW0352
 EW0352.Superseded values are not recommended for survey control.
 EW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0352.See file dsdata.txt to determine how the superseded data were derived.
 EW0352
 EW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU9705930677(NAD 83)
 EW0352
 EW0352_MARKER: DB = BENCH MARK DISK
 EW0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0352_STAMPING: S 425 1935
 EW0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0352+STABILITY: SURFACE MOTION
 EW0352
 EW0352  HISTORY     - Date     Condition        Report By
 EW0352  HISTORY     - 1938     MONUMENTED       CGS
 EW0352  HISTORY     - 1971     GOOD             NGS
 EW0352  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW0352
 EW0352                          STATION DESCRIPTION
 EW0352
 EW0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EW0352'SEE STATION SAHARA.
 EW0352
 EW0352                          STATION RECOVERY (1971)
 EW0352
 EW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0352'2.2 MI N FROM PALMDALE.
 EW0352'2.25 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0352'FROM THE CROSSING OF PALMDALE BOULEVARD AT PALMDALE, 16 1/2
 EW0352'FEET NORTH OF THE 17TH TELEPHONE POLE NORTH OF MILEPOLE 412,
 EW0352'36.4 FEET WEST OF THE WEST RAIL, 39.4 FEET EAST OF THE EAST
 EW0352'EDGE OF THE ASPHALT SURFACE OF SIERRA HIGHWAY, 2.4 FEET EAST OF
 EW0352'A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND
 EW0352'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SEC 14,
 EW0352'T6N, R 12W
 EW0352
 EW0352                          STATION RECOVERY (1977)
 EW0352
 EW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0352'MARK SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0243 ***********************************************************************
 DW0243  DESIGNATION -  S 577
 DW0243  PID         -  DW0243
 DW0243  STATE/COUNTY-  CA/IMPERIAL
 DW0243  USGS QUAD   -  KANE SPRING NE (1992)
 DW0243
 DW0243                         *CURRENT SURVEY CONTROL
 DW0243  ___________________________________________________________________
 DW0243* NAD 83(1986)-  33 09 23.     (N)    115 52 07.     (W)     SCALED    
 DW0243* NAVD 88     -       -28.67   (+/-2cm)     -94.1    (feet)  VERTCON   
 DW0243  ___________________________________________________________________
 DW0243  GEOID HEIGHT-         -34.13  (meters)                     GEOID09
 DW0243  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0243
 DW0243.The horizontal coordinates were scaled from a topographic map and have
 DW0243.an estimated accuracy of +/- 6 seconds.
 DW0243.
 DW0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0243
 DW0243.The vertical order pertains to the NGVD 29 superseded value.
 DW0243
 DW0243.The geoid height was determined by GEOID09.
 DW0243
 DW0243;                    North         East    Units  Estimated Accuracy
 DW0243;SPC CA 6     -   609,830.    2,035,580.      MT  (+/- 180 meters Scaled)
 DW0243
 DW0243                          SUPERSEDED SURVEY CONTROL
 DW0243
 DW0243  NGVD 29 (??/??/??)  -29.321  (m)          -96.20   (f) ADJUSTED    1 1
 DW0243
 DW0243.Superseded values are not recommended for survey control.
 DW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0243.See file dsdata.txt to determine how the superseded data were derived.
 DW0243
 DW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS055691(NAD 83)
 DW0243
 DW0243_MARKER: DB = BENCH MARK DISK
 DW0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0243_STAMPING: S 577 1939
 DW0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0243+STABILITY: SURFACE MOTION
 DW0243
 DW0243  HISTORY     - Date     Condition        Report By
 DW0243  HISTORY     - 1939     MONUMENTED       CGS
 DW0243  HISTORY     - 1955     GOOD             CGS
 DW0243  HISTORY     - 1970     GOOD             LAHSCH
 DW0243
 DW0243                          STATION DESCRIPTION
 DW0243
 DW0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DW0243'2.3 MI NW FROM TRIFOLIUM INSPEC STA.
 DW0243'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE T JUNCTION OF
 DW0243'STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION, MIDWAY
 DW0243'BETWEEN BRIDGES 58-112 AND 58-113, 52.3 FEET NORTHEAST OF THE CENTER
 DW0243'LINE OF THE HIGHWAY, 10 1/2 FEET SOUTH OF A SIGN READING VALERIE
 DW0243'JEAN, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 DW0243'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DW0243'0.3 FOOT ABOVE THE GROUND.
 DW0243
 DW0243                          STATION RECOVERY (1970)
 DW0243
 DW0243'RECOVERY NOTE BY LOS ALTOS HIGH SCHOOL 1970
 DW0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1114 ***********************************************************************
 JT1114  DESIGNATION -  S 735
 JT1114  PID         -  JT1114
 JT1114  STATE/COUNTY-  CA/SONOMA
 JT1114  USGS QUAD   -  HEALDSBURG (1993)
 JT1114
 JT1114                         *CURRENT SURVEY CONTROL
 JT1114  ___________________________________________________________________
 JT1114* NAD 83(1986)-  38 30 39.     (N)    122 47 50.     (W)     SCALED    
 JT1114* NAVD 88     -        33.94   (+/-2cm)     111.4    (feet)  VERTCON   
 JT1114  ___________________________________________________________________
 JT1114  GEOID HEIGHT-         -31.34  (meters)                     GEOID09
 JT1114  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1114
 JT1114.The horizontal coordinates were scaled from a topographic map and have
 JT1114.an estimated accuracy of +/- 6 seconds.
 JT1114.
 JT1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1114
 JT1114.The vertical order pertains to the NGVD 29 superseded value.
 JT1114
 JT1114.The geoid height was determined by GEOID09.
 JT1114
 JT1114;                    North         East    Units  Estimated Accuracy
 JT1114;SPC CA 2     -   594,010.    1,930,470.      MT  (+/- 180 meters Scaled)
 JT1114
 JT1114                          SUPERSEDED SURVEY CONTROL
 JT1114
 JT1114  NGVD 29 (??/??/92)   33.080  (m)          108.53   (f) ADJ UNCH    1 2
 JT1114
 JT1114.Superseded values are not recommended for survey control.
 JT1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1114.See file dsdata.txt to determine how the superseded data were derived.
 JT1114
 JT1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH176625(NAD 83)
 JT1114
 JT1114_MARKER: DB = BENCH MARK DISK
 JT1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1114_SP_SET: CULVERT
 JT1114_STAMPING: S 735 1944
 JT1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1114
 JT1114  HISTORY     - Date     Condition        Report By
 JT1114  HISTORY     - 1944     MONUMENTED       CGS
 JT1114  HISTORY     - 1960     GOOD             CGS
 JT1114  HISTORY     - 1985     GOOD             USPSQD
 JT1114  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1114  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1114  HISTORY     - 20100717 MARK NOT FOUND   GEOCAC
 JT1114
 JT1114                          STATION DESCRIPTION
 JT1114
 JT1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1114'0.5 MI E FROM SONOMA COUNTY AIRPORT.
 JT1114'0.5 MILE EAST ALONG THE LONE REDWOOD ROAD FROM THE CONTROL TOWER
 JT1114'AT THE SONOMA COUNTY AIRPORT, AT ITS JUNCTION WITH FIRST STREET,
 JT1114'40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 JT1114'FOUNDATION IN THE CENTER OF FIRST STREET, 38 FEET WEST OF THE
 JT1114'CENTERLINE OF FIRST STREET, 33 FEET SOUTH OF THE CENTERLINE OF
 JT1114'THE LONE REDWOOD ROAD, AT A 36-INCH PIPE CULVERT, AND IN THE
 JT1114'NORTHEAST CORNER OF THE SOUTH HEADWALL.  A STANDARD IRON DISK.
 JT1114
 JT1114                          STATION RECOVERY (1985)
 JT1114
 JT1114'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1114'RECOVERED IN GOOD CONDITION.
 JT1114
 JT1114                          STATION RECOVERY (1987)
 JT1114
 JT1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1114'MARK NOT FOUND.
 JT1114
 JT1114                          STATION RECOVERY (1990)
 JT1114
 JT1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1114'MARK NOT FOUND.
 JT1114
 JT1114                          STATION RECOVERY (2010)
 JT1114
 JT1114'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1114'MARK NOT FOUND.  THE AREA AROUND THIS MARK HAS CHANGED DRAMATICALLY.
 JT1114'THERE IS NO LONGER A LONE REDWOOD ROAD, PERHAPS RENAMED TO AIRPORT
 JT1114'ROAD.  THERE IS NO LONGER A FIRST STREET, PERHAPS RENAMED TO WESTWIND
 JT1114'BLVD.  THE AREA IS NOW AN INDUSTRIAL PARK.  THERE IS NO LONGER A
 JT1114'CULVERT IN THE AREA AND NO HEADWALL TO BE FOUND.  THIS STATION APPEARS
 JT1114'TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0810 ***********************************************************************
 JT0810  DESIGNATION -  S 736
 JT0810  PID         -  JT0810
 JT0810  STATE/COUNTY-  CA/MARIN
 JT0810  USGS QUAD   -  NOVATO (1980)
 JT0810
 JT0810                         *CURRENT SURVEY CONTROL
 JT0810  ___________________________________________________________________
 JT0810* NAD 83(1986)-  38 03 37.     (N)    122 30 58.     (W)     SCALED    
 JT0810* NAVD 88     -         1.14   (+/-2cm)       3.7    (feet)  VERTCON   
 JT0810  ___________________________________________________________________
 JT0810  GEOID HEIGHT-         -32.08  (meters)                     GEOID09
 JT0810  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0810
 JT0810.The horizontal coordinates were scaled from a topographic map and have
 JT0810.an estimated accuracy of +/- 6 seconds.
 JT0810.
 JT0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0810
 JT0810.The vertical order pertains to the NGVD 29 superseded value.
 JT0810
 JT0810.The geoid height was determined by GEOID09.
 JT0810
 JT0810;                    North         East    Units  Estimated Accuracy
 JT0810;SPC CA 3     -   675,070.    1,823,090.      MT  (+/- 180 meters Scaled)
 JT0810
 JT0810                          SUPERSEDED SURVEY CONTROL
 JT0810
 JT0810  NGVD 29 (??/??/92)    0.331  (m)            1.09   (f) ADJ UNCH    1 2
 JT0810
 JT0810.Superseded values are not recommended for survey control.
 JT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0810.See file dsdata.txt to determine how the superseded data were derived.
 JT0810
 JT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH424126(NAD 83)
 JT0810
 JT0810_MARKER: DB = BENCH MARK DISK
 JT0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0810_SP_SET: BUILDING
 JT0810_STAMPING: S 736 1944
 JT0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0810
 JT0810  HISTORY     - Date     Condition        Report By
 JT0810  HISTORY     - 1944     MONUMENTED       CGS
 JT0810  HISTORY     - 1964     GOOD             CGS
 JT0810  HISTORY     - 1987     GOOD             USPSQD
 JT0810
 JT0810                          STATION DESCRIPTION
 JT0810
 JT0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0810'AT HAMILTON FIELD.
 JT0810'AT HAMILTON ARMY AIR FIELD, SET IN THE NORTHEAST FACE AT THE
 JT0810'EAST CORNER OF THE CONTROL TOWER WHICH IS LOCATED ON THE
 JT0810'NORTHEAST SIDE OF HANGAR NO. 7, 0.6 FOOT NORTHWEST OF THE
 JT0810'EAST CORNER OF TOWER, 3 FEET ABOVE GROUND LEVEL.  BRONZE BENCH
 JT0810'MARK DISK SET VERTICALLY.
 JT0810
 JT0810                          STATION RECOVERY (1964)
 JT0810
 JT0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0810'RECOVERED IN GOOD CONDITION.
 JT0810
 JT0810                          STATION RECOVERY (1987)
 JT0810
 JT0810'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLH)
 JT0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2249 ***********************************************************************
 GU2249  DESIGNATION -  S 738
 GU2249  PID         -  GU2249
 GU2249  STATE/COUNTY-  CA/SANTA CRUZ
 GU2249  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2249
 GU2249                         *CURRENT SURVEY CONTROL
 GU2249  ___________________________________________________________________
 GU2249* NAD 83(1986)-  36 54 54.     (N)    121 45 40.     (W)     SCALED    
 GU2249* NAVD 88     -        10.25   (+/-2cm)      33.6    (feet)  VERTCON   
 GU2249  ___________________________________________________________________
 GU2249  GEOID HEIGHT-         -33.33  (meters)                     GEOID09
 GU2249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2249
 GU2249.The horizontal coordinates were scaled from a topographic map and have
 GU2249.an estimated accuracy of +/- 6 seconds.
 GU2249.
 GU2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2249
 GU2249.The vertical order pertains to the NGVD 29 superseded value.
 GU2249
 GU2249.The geoid height was determined by GEOID09.
 GU2249
 GU2249;                    North         East    Units  Estimated Accuracy
 GU2249;SPC CA 3     -   546,820.    1,887,620.      MT  (+/- 180 meters Scaled)
 GU2249
 GU2249                          SUPERSEDED SURVEY CONTROL
 GU2249
 GU2249  NGVD 29 (??/??/92)    9.427  (m)           30.93   (f) ADJ UNCH    2 0
 GU2249
 GU2249.Superseded values are not recommended for survey control.
 GU2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2249.See file dsdata.txt to determine how the superseded data were derived.
 GU2249
 GU2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF103861(NAD 83)
 GU2249
 GU2249_MARKER: DB = BENCH MARK DISK
 GU2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2249_STAMPING: S 738 1945
 GU2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2249+STABILITY: SURFACE MOTION
 GU2249
 GU2249  HISTORY     - Date     Condition        Report By
 GU2249  HISTORY     - 1945     MONUMENTED       CGS
 GU2249  HISTORY     - 1968     GOOD             CGS
 GU2249  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 GU2249
 GU2249                          STATION DESCRIPTION
 GU2249
 GU2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU2249'AT WATSONVILLE.
 GU2249'AT WATSONVILLE, 0.3 MILE NORTHEAST ALONG WALL STREET FROM THE
 GU2249'SOUTHERN PACIFIC COMPANY RAILROAD STATION, THENCE 0.4 MILE
 GU2249'NORTHWEST ALONG MAIN STREET, AT THE INTERSECTION OF SOUTHERN
 GU2249'CIRCLE, ABOUT 125 YARDS NORTH OF SAINT PATRICKS CHURCH, ABOUT 25
 GU2249'FEET NORTHWEST OF THE EXTENDED NORTHWEST CURB LINE OF MAIN STREET,
 GU2249'0.9 FOOT NORTHEAST OF THE NORTHEAST CURB OF SOUTHERN CIRCLE, 1.9
 GU2249'FEET WEST OF METAL LIGHT POLE 79, AND SET IN THE TOP OF A CONCRETE
 GU2249'POST FLUSH WITH THE CONCRETE SIDEWALK.
 GU2249
 GU2249                          STATION RECOVERY (1991)
 GU2249
 GU2249'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS)
 GU2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0130 ***********************************************************************
 DZ0130  DESIGNATION -  S 739
 DZ0130  PID         -  DZ0130
 DZ0130  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0130  USGS QUAD   -  SANTA MARIA (1982)
 DZ0130
 DZ0130                         *CURRENT SURVEY CONTROL
 DZ0130  ___________________________________________________________________
 DZ0130* NAD 83(1986)-  34 56 41.     (N)    120 25 19.     (W)     SCALED    
 DZ0130* NAVD 88     -        71.12   (+/-2cm)     233.3    (feet)  VERTCON   
 DZ0130  ___________________________________________________________________
 DZ0130  GEOID HEIGHT-         -35.48  (meters)                     GEOID09
 DZ0130  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0130
 DZ0130.The horizontal coordinates were scaled from a topographic map and have
 DZ0130.an estimated accuracy of +/- 6 seconds.
 DZ0130.
 DZ0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0130
 DZ0130.The vertical order pertains to the NGVD 29 superseded value.
 DZ0130
 DZ0130.The geoid height was determined by GEOID09.
 DZ0130
 DZ0130;                    North         East    Units  Estimated Accuracy
 DZ0130;SPC CA 5     -   662,920.    1,778,790.      MT  (+/- 180 meters Scaled)
 DZ0130
 DZ0130                          SUPERSEDED SURVEY CONTROL
 DZ0130
 DZ0130  NGVD 29 (??/??/92)   70.311  (m)          230.68   (f) ADJ UNCH    1 2
 DZ0130
 DZ0130.Superseded values are not recommended for survey control.
 DZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0130.See file dsdata.txt to determine how the superseded data were derived.
 DZ0130
 DZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD354699(NAD 83)
 DZ0130
 DZ0130_MARKER: DB = BENCH MARK DISK
 DZ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0130_STAMPING: S 739 1945
 DZ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0130+STABILITY: SURFACE MOTION
 DZ0130
 DZ0130  HISTORY     - Date     Condition        Report By
 DZ0130  HISTORY     - 1945     MONUMENTED       CGS
 DZ0130  HISTORY     - 1956     GOOD             CGS
 DZ0130
 DZ0130                          STATION DESCRIPTION
 DZ0130
 DZ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0130'AT HANCOCK FIELD.
 DZ0130'AT HANCOCK FIELD, BETWEEN MAIN OFFICE BUILDING AND EAST HANGAR
 DZ0130'BUILDING BEARING CONTROL TOWER ON TOP, 19 FEET SOUTHWEST OF THE
 DZ0130'SOUTHWEST CORNER OF THE OFFICE BUILDING, 14.1 FEET SOUTHEAST
 DZ0130'OF THE SOUTHEAST CORNER OF THE HANGAR, 4.3 FEET SOUTHEAST OF THE
 DZ0130'SOUTH GATEPOST OF A GATE ACROSS THE SIDEWALK, 1.1 FEET
 DZ0130'NORTHEAST OF A FENCE, 2 FEET WEST OF A HEDGE, 1 FOOT WEST OF A
 DZ0130'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DZ0130'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2046 ***********************************************************************
 EW2046  DESIGNATION -  S 740
 EW2046  PID         -  EW2046
 EW2046  STATE/COUNTY-  CA/LOS ANGELES
 EW2046  USGS QUAD   -  BURBANK (1994)
 EW2046
 EW2046                         *CURRENT SURVEY CONTROL
 EW2046  ___________________________________________________________________
 EW2046* NAD 83(1986)-  34 09 45.     (N)    118 17 13.     (W)     SCALED    
 EW2046* NAVD 88     -       144.582  (meters)     474.35   (feet)  ADJUSTED  
 EW2046  ___________________________________________________________________
 EW2046  GEOID HEIGHT-         -34.23  (meters)                     GEOID09
 EW2046  DYNAMIC HT  -         144.431 (meters)     473.85  (feet)  COMP
 EW2046  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 EW2046
 EW2046  VERT ORDER  -  FIRST     CLASS II
 EW2046
 EW2046.The horizontal coordinates were scaled from a topographic map and have
 EW2046.an estimated accuracy of +/- 6 seconds.
 EW2046.
 EW2046.The orthometric height was determined by differential leveling and
 EW2046.adjusted in June 1995.
 EW2046
 EW2046.The geoid height was determined by GEOID09.
 EW2046
 EW2046.The dynamic height is computed by dividing the NAVD 88
 EW2046.geopotential number by the normal gravity value computed on the
 EW2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2046.degrees latitude (g = 980.6199 gals.).
 EW2046
 EW2046.The modeled gravity was interpolated from observed gravity values.
 EW2046
 EW2046;                    North         East    Units  Estimated Accuracy
 EW2046;SPC CA 5     -   573,530.    1,973,540.      MT  (+/- 180 meters Scaled)
 EW2046
 EW2046                          SUPERSEDED SURVEY CONTROL
 EW2046
 EW2046  NAVD 88 (06/15/91)  144.593  (m)          474.39   (f) UNKNOWN     1 2
 EW2046  NGVD 29 (??/??/92)  143.79   (m)          471.8    (f) COMPUTED    1 2
 EW2046
 EW2046.Superseded values are not recommended for survey control.
 EW2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2046.See file dsdata.txt to determine how the superseded data were derived.
 EW2046
 EW2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813809(NAD 83)
 EW2046
 EW2046_MARKER: DB = BENCH MARK DISK
 EW2046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2046_SP_SET: FOUNDATION
 EW2046_STAMPING: S 740 1945
 EW2046_MARK LOGO: CGS   
 EW2046_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2046+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2046
 EW2046  HISTORY     - Date     Condition        Report By
 EW2046  HISTORY     - 1945     MONUMENTED       CGS
 EW2046  HISTORY     - 1964     GOOD             CGS
 EW2046  HISTORY     - 1987     GOOD             NGS
 EW2046  HISTORY     - 19940718 GOOD             NGS
 EW2046
 EW2046                          STATION DESCRIPTION
 EW2046
 EW2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EW2046'AT BURBANK.
 EW2046'AT BURBANK, ALONG AIR WAY, BETWEEN GRANDVIEW AVENUE AND SENORA
 EW2046'AVENUE, ABOUT 300 FEET SOUTHWEST OF THE SOUTHERN PACIFIC COMPANY
 EW2046'RAILROAD TRACKS, SET VERTICALLY IN THE NORTHWEST CONCRETE WALL
 EW2046'AND 0.5 FOOT NORTHEAST OF THE WEST CORNER OF AN ABANDONED BUILDING
 EW2046'NO. 1310 (FORMER ADMINISTRATION BUILDING FOR GRAND CENTRAL AIR
 EW2046'TERMINAL WHICH HAS A TOWER ON TOP), 111 FEET SOUTHWEST OF THE
 EW2046'SOUTHWEST CURB OF AIR WAY, 1.5 FEET ABOVE THE GROUND.
 EW2046
 EW2046                          STATION RECOVERY (1987)
 EW2046
 EW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2046'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 341182 IS
 EW2046'ADEQUATE EXCEPT ADD--GRAND CENTRAL BUILDING (NUMBERED 1310) IS NO
 EW2046'LONGER ABANDONED.
 EW2046
 EW2046                          STATION RECOVERY (1994)
 EW2046
 EW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2046'IN GLENDALE, SET VERTICALLY IN THE NORTHWEST FACE OF THE GRAND CENTRAL
 EW2046'BUILDING AT 1310 AIRWAY STREET, 41.0 M (134.5 FT) SOUTHWEST OF THE
 EW2046'CENTERLINE OF THE STREET, 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, AND
 EW2046'0.1 M (0.3 FT) NORTHEAST OF THE WEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1205 ***********************************************************************
 DC1205  DESIGNATION -  S 741
 DC1205  PID         -  DC1205
 DC1205  STATE/COUNTY-  CA/SAN DIEGO
 DC1205  USGS QUAD   -  DEL MAR (1975)
 DC1205
 DC1205                         *CURRENT SURVEY CONTROL
 DC1205  ___________________________________________________________________
 DC1205* NAD 83(1986)-  32 52 47.     (N)    117 09 24.     (W)     SCALED    
 DC1205* NAVD 88     -       129.866  (meters)     426.07   (feet)  READJUSTED
 DC1205  ___________________________________________________________________
 DC1205  GEOID HEIGHT-         -34.46  (meters)                     GEOID09
 DC1205  DYNAMIC HT  -         129.72  (meters)     425.6   (feet)  COMP
 DC1205  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 DC1205
 DC1205  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC1205
 DC1205.The horizontal coordinates were scaled from a topographic map and have
 DC1205.an estimated accuracy of +/- 6 seconds.
 DC1205.
 DC1205.The orthometric height was determined by differential leveling
 DC1205.and adjusted in February 1993.
 DC1205
 DC1205.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC1205.distribution rate of 0.0 thru 1.0 mm/km.
 DC1205
 DC1205.The height was derived from older observations constrained to new
 DC1205.heights in a crustal motion area.  The height is approximate in
 DC1205.relation to other heights in its vicinity.
 DC1205
 DC1205.The geoid height was determined by GEOID09.
 DC1205
 DC1205.The dynamic height is computed by dividing the NAVD 88
 DC1205.geopotential number by the normal gravity value computed on the
 DC1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1205.degrees latitude (g = 980.6199 gals.).
 DC1205
 DC1205.The modeled gravity was interpolated from observed gravity values.
 DC1205
 DC1205;                    North         East    Units  Estimated Accuracy
 DC1205;SPC CA 6     -   579,450.    1,915,160.      MT  (+/- 180 meters Scaled)
 DC1205
 DC1205                          SUPERSEDED SURVEY CONTROL
 DC1205
 DC1205  NGVD 29 (??/??/92)  129.220  (m)          423.95   (f) ADJ UNCH    1 1
 DC1205
 DC1205.Superseded values are not recommended for survey control.
 DC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1205.See file dsdata.txt to determine how the superseded data were derived.
 DC1205
 DC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS853379(NAD 83)
 DC1205
 DC1205_MARKER: DB = BENCH MARK DISK
 DC1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1205_SP_SET: CULVERT
 DC1205_STAMPING: S 741 1945
 DC1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1205
 DC1205  HISTORY     - Date     Condition        Report By
 DC1205  HISTORY     - 1945     MONUMENTED       CGS
 DC1205  HISTORY     - 1955     GOOD             CGS
 DC1205  HISTORY     - 1970     POOR             CA-073
 DC1205  HISTORY     - 1978     GOOD             NGS
 DC1205
 DC1205                          STATION DESCRIPTION
 DC1205
 DC1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1205'AT MIRAMAR NAAS.
 DC1205'AT MIRAMAR NAVAL AUXILIARY AIR STATION, AT GATE NO. 2 (WEST
 DC1205'GATE), 1.1 MILES EAST OF BENCH MARK B 132, IN THE TOP OF THE
 DC1205'NORTH CONCRETE HEAD WALL OF A 14-INCH CONCRETE PIPE CULVERT
 DC1205'UNDER A SPUR TRACK OF THE ATCHISON TOPEKA AND SANTA FE RAILWAY,
 DC1205'83.5 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A GUARD HOUSE, 54.2
 DC1205'FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 16.5 FEET NORTH
 DC1205'OF THE NORTH RAIL, 2.6 FEET SOUTH OF A WOVEN WIRE FENCE, AND
 DC1205'ABOUT LEVEL WITH THE ROAD.
 DC1205
 DC1205                          STATION RECOVERY (1970)
 DC1205
 DC1205'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC1205'MARK RECOVERED IN POOR CONDITION.
 DC1205
 DC1205                          STATION RECOVERY (1978)
 DC1205
 DC1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0357 ***********************************************************************
 LU0357  DESIGNATION -  S 742 USE
 LU0357  PID         -  LU0357
 LU0357  STATE/COUNTY-  CA/TEHAMA
 LU0357  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0357
 LU0357                         *CURRENT SURVEY CONTROL
 LU0357  ___________________________________________________________________
 LU0357* NAD 83(1986)-  40 09 20.     (N)    122 15 01.     (W)     SCALED    
 LU0357* NAVD 88     -       104.54   (+/-2cm)     343.0    (feet)  VERTCON   
 LU0357  ___________________________________________________________________
 LU0357  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LU0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0357
 LU0357.This mark is at Red Bluff Airport (RBL)
 LU0357
 LU0357.The horizontal coordinates were scaled from a topographic map and have
 LU0357.an estimated accuracy of +/- 6 seconds.
 LU0357.
 LU0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0357
 LU0357.The vertical order pertains to the NGVD 29 superseded value.
 LU0357
 LU0357.The geoid height was determined by GEOID09.
 LU0357
 LU0357;                    North         East    Units  Estimated Accuracy
 LU0357;SPC CA 1     -   591,330.    1,978,680.      MT  (+/- 180 meters Scaled)
 LU0357
 LU0357                          SUPERSEDED SURVEY CONTROL
 LU0357
 LU0357  NGVD 29 (??/??/92)  103.802  (m)          340.56   (f) ADJ UNCH    1 2
 LU0357
 LU0357.Superseded values are not recommended for survey control.
 LU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0357.See file dsdata.txt to determine how the superseded data were derived.
 LU0357
 LU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK638452(NAD 83)
 LU0357
 LU0357_MARKER: DB = BENCH MARK DISK
 LU0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0357_SP_SET: CONCRETE APRON
 LU0357_STAMPING: S 742
 LU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0357
 LU0357  HISTORY     - Date     Condition        Report By
 LU0357  HISTORY     - UNK      MONUMENTED       DOD
 LU0357  HISTORY     - 1954     GOOD             CGS
 LU0357  HISTORY     - 1965     SEE DESCRIPTION  CA2940
 LU0357
 LU0357                          STATION DESCRIPTION
 LU0357
 LU0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0357'AT BIDWELL AIRPORT.
 LU0357'AT BIDWELL AIRPORT, TEHAMA COUNTY, 116 FEET NORTHWEST OF THE
 LU0357'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, IN THE TOP OF
 LU0357'THE CONCRETE APRON, 70 FEET WEST OF THE NORTHEAST CORNER OF THE
 LU0357'APRON, IN THE SEVENTH CONCRETE BLOCK WEST OF THE EAST EDGE, AND
 LU0357'0.7 FOOT SOUTH OF THE NORTH EDGE.  A CORPS OF ENGINEERS, U.S.
 LU0357'ARMY, STANDARD DISK, STAMPED S 742.  NOTE-- ASSUMED BURIED UNDER
 LU0357'.5 FT OF CONCRETE.  A CONCRETE GAS PUMP ISLAND HAS BEEN PLACED
 LU0357'OVER THIS BENCH MARK SOME TIME IN THE PAST.
 LU0357
 LU0357                          STATION RECOVERY (1965)
 LU0357
 LU0357'RECOVERY NOTE BY CITY OF RED BLUFF CALIFORNIA 1965
 LU0357'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1004 ***********************************************************************
 KS1004  DESIGNATION -  S 743
 KS1004  PID         -  KS1004
 KS1004  STATE/COUNTY-  CA/BUTTE
 KS1004  USGS QUAD   -  PALERMO (1970)
 KS1004
 KS1004                         *CURRENT SURVEY CONTROL
 KS1004  ___________________________________________________________________
 KS1004* NAD 83(1986)-  39 29 53.     (N)    121 36 04.     (W)     SCALED    
 KS1004* NAVD 88     -        51.897  (meters)     170.27   (feet)  ADJUSTED  
 KS1004  ___________________________________________________________________
 KS1004  GEOID HEIGHT-         -27.93  (meters)                     GEOID09
 KS1004  DYNAMIC HT  -          51.868 (meters)     170.17  (feet)  COMP
 KS1004  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KS1004
 KS1004  VERT ORDER  -  FIRST     CLASS II
 KS1004
 KS1004.The horizontal coordinates were scaled from a topographic map and have
 KS1004.an estimated accuracy of +/- 6 seconds.
 KS1004.
 KS1004.The orthometric height was determined by differential leveling and
 KS1004.adjusted in June 1991.
 KS1004
 KS1004.The geoid height was determined by GEOID09.
 KS1004
 KS1004.The dynamic height is computed by dividing the NAVD 88
 KS1004.geopotential number by the normal gravity value computed on the
 KS1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1004.degrees latitude (g = 980.6199 gals.).
 KS1004
 KS1004.The modeled gravity was interpolated from observed gravity values.
 KS1004
 KS1004;                    North         East    Units  Estimated Accuracy
 KS1004;SPC CA 2     -   703,370.    2,034,310.      MT  (+/- 180 meters Scaled)
 KS1004
 KS1004                          SUPERSEDED SURVEY CONTROL
 KS1004
 KS1004  NGVD 29 (??/??/??)   51.187  (m)          167.94   (f) ADJUSTED    1 2
 KS1004
 KS1004.Superseded values are not recommended for survey control.
 KS1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1004.See file dsdata.txt to determine how the superseded data were derived.
 KS1004
 KS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ202729(NAD 83)
 KS1004
 KS1004_MARKER: DB = BENCH MARK DISK
 KS1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1004_STAMPING: S 743 1944
 KS1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1004+STABILITY: SURFACE MOTION
 KS1004
 KS1004  HISTORY     - Date     Condition        Report By
 KS1004  HISTORY     - 1944     MONUMENTED       CGS
 KS1004  HISTORY     - 1948     GOOD             CGS
 KS1004  HISTORY     - 19880624 GOOD             USPSQD
 KS1004  HISTORY     - 19880728 MARK NOT FOUND   NGS
 KS1004
 KS1004                          STATION DESCRIPTION
 KS1004
 KS1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1004'3.2 MI W FROM OROVILLE.
 KS1004'1.6 MILES WEST AND SOUTH ALONG STATE HIGHWAY 24 FROM THE BANK
 KS1004'OF AMERICA BUILDING AT OROVILLE, BUTTE COUNTY, THENCE 1.6 MILES
 KS1004'WEST ALONG THE OROVILLE-RICHVALE ROAD, 0.6 MILE EAST OF THE
 KS1004'MAIN ENTRANCE TO OROVILLE MUNICIPAL AIRPORT (FORMERLY OROVILLE
 KS1004'AAF), AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH (FORMERLY
 KS1004'THE DRIVE TO OROVILLE AAF BASE HEADQUARTERS), 41.3 FEET SOUTH OF
 KS1004'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 22 FEET EAST OF THE
 KS1004'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 5.5 FEET EAST OF THE
 KS1004'EAST FACE OF A TWIN OAK TREE, 4.5 FEET EAST-SOUTHEAST OF THE EAST
 KS1004'GATEPOST, 1.2 FEET SOUTH OF A BOUNDARY FENCE LINE, AND 1 FOOT
 KS1004'EAST OF A WHITE WOODEN WITNESS POST.  AN IRON BENCH-MARK DISK,
 KS1004'STAMPED S 743 1944 AND SET IN THE TOP OF A CONCRETE POST
 KS1004'PROJECTING 0.6 FOOT ABOVE GROUND.
 KS1004
 KS1004                          STATION RECOVERY (1988)
 KS1004
 KS1004'RECOVERY NOTE BY US POWER SQUADRON 1988 (WG)
 KS1004'RECOVERED IN GOOD CONDITION.
 KS1004
 KS1004                          STATION RECOVERY (1988)
 KS1004
 KS1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0834 ***********************************************************************
 JS0834  DESIGNATION -  S 744
 JS0834  PID         -  JS0834
 JS0834  STATE/COUNTY-  CA/SACRAMENTO
 JS0834  USGS QUAD   -  CARMICHAEL (1992)
 JS0834
 JS0834                         *CURRENT SURVEY CONTROL
 JS0834  ___________________________________________________________________
 JS0834* NAD 83(1986)-  38 35 07.     (N)    121 18 39.     (W)     SCALED    
 JS0834* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 JS0834  ___________________________________________________________________
 JS0834  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 JS0834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0834
 JS0834.The horizontal coordinates were scaled from a topographic map and have
 JS0834.an estimated accuracy of +/- 6 seconds.
 JS0834.
 JS0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0834
 JS0834.The vertical order pertains to the NGVD 29 superseded value.
 JS0834
 JS0834.The geoid height was determined by GEOID09.
 JS0834
 JS0834;                    North         East    Units  Estimated Accuracy
 JS0834;SPC CA 2     -   602,200.    2,060,040.      MT  (+/- 180 meters Scaled)
 JS0834
 JS0834                          SUPERSEDED SURVEY CONTROL
 JS0834
 JS0834  NGVD 29 (??/??/92)   23.58   (m)           77.4    (f) COMPUTED    2 0
 JS0834
 JS0834.Superseded values are not recommended for survey control.
 JS0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0834.See file dsdata.txt to determine how the superseded data were derived.
 JS0834
 JS0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH471721(NAD 83)
 JS0834
 JS0834_MARKER: DB = BENCH MARK DISK
 JS0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0834_SP_SET: CULVERT
 JS0834_STAMPING: S 744 1945
 JS0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0834
 JS0834  HISTORY     - Date     Condition        Report By
 JS0834  HISTORY     - 1945     MONUMENTED       CGS
 JS0834  HISTORY     - 1962     GOOD             CGS
 JS0834  HISTORY     - 20040408 MARK NOT FOUND   CADT
 JS0834
 JS0834                          STATION DESCRIPTION
 JS0834
 JS0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JS0834'AT MILLS.
 JS0834'AT MILLS, 0.05 MILE SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE
 JS0834'JUNCTION OF MATHER FIELD ROAD, 28 FEET SOUTHEAST OF THE CENTER
 JS0834'LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, 33.5 FEET NORTHWEST
 JS0834'OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, IN THE
 JS0834'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF
 JS0834'BOX CULVERT B-377+73, ABOUT 3 FEET LOWER THAN THE TRACK, AND 1
 JS0834'FOOT LOWER THAN THE HIGHWAY.
 JS0834
 JS0834                          STATION RECOVERY (2004)
 JS0834
 JS0834'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0048 ***********************************************************************
 HS0048  DESIGNATION -  S 745
 HS0048  PID         -  HS0048
 HS0048  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0048  USGS QUAD   -  SOLYO (1991)
 HS0048
 HS0048                         *CURRENT SURVEY CONTROL
 HS0048  ___________________________________________________________________
 HS0048* NAD 83(1986)-  37 36 16.     (N)    121 19 15.     (W)     SCALED    
 HS0048* NAVD 88     -        62.16   (+/-2cm)     203.9    (feet)  VERTCON   
 HS0048  ___________________________________________________________________
 HS0048  GEOID HEIGHT-         -32.17  (meters)                     GEOID09
 HS0048  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0048
 HS0048.The horizontal coordinates were scaled from a topographic map and have
 HS0048.an estimated accuracy of +/- 6 seconds.
 HS0048.
 HS0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0048
 HS0048.The vertical order pertains to the NGVD 29 superseded value.
 HS0048
 HS0048.The geoid height was determined by GEOID09.
 HS0048
 HS0048;                    North         East    Units  Estimated Accuracy
 HS0048;SPC CA 3     -   622,890.    1,927,520.      MT  (+/- 180 meters Scaled)
 HS0048
 HS0048                          SUPERSEDED SURVEY CONTROL
 HS0048
 HS0048  NGVD 29 (??/??/92)   61.406  (m)          201.46   (f) ADJ UNCH    1 2
 HS0048
 HS0048.Superseded values are not recommended for survey control.
 HS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0048.See file dsdata.txt to determine how the superseded data were derived.
 HS0048
 HS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG482632(NAD 83)
 HS0048
 HS0048_MARKER: DB = BENCH MARK DISK
 HS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0048_STAMPING: S 745 1945
 HS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0048+STABILITY: SURFACE MOTION
 HS0048
 HS0048  HISTORY     - Date     Condition        Report By
 HS0048  HISTORY     - 1945     MONUMENTED       CGS
 HS0048  HISTORY     - 1958     GOOD             CGS
 HS0048  HISTORY     - 1965     MARK NOT FOUND   CGS
 HS0048
 HS0048                          STATION DESCRIPTION
 HS0048
 HS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0048'4.4 MI SW FROM VERNALIS.
 HS0048'2.4 MILES SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0048'OFFICE AT VERNALIS, THENCE 1.0 MILE WEST ALONG GAFFERY ROAD,
 HS0048'THENCE 1.0 MILE NORTHWEST ALONG THE NORTHWEST-SOUTHEAST ASPHALT
 HS0048'RUNWAY, AT VERNALIS NAVAL AUXILIARY AIR STATION, 0.7 MILE NORTHWEST
 HS0048'OF THE HANGAR, AT THE Y JUNCTION OF THE RUNWAY AND THE NORTHWEST
 HS0048'TAXIWAY, 155 FEET EAST OF THE CENTER OF A RUNWAY BOUNDARY LIGHT
 HS0048'(AT THE JUNCTION), 75.4 FEET SOUTH OF THE SOUTH EDGE OF THE TAXIWAY,
 HS0048'64.4 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 1.5 FEET
 HS0048'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 HS0048'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HS0048
 HS0048                          STATION RECOVERY (1965)
 HS0048
 HS0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1957 ***********************************************************************
 DX1957  DESIGNATION -  S 748
 DX1957  PID         -  DX1957
 DX1957  STATE/COUNTY-  CA/ORANGE
 DX1957  USGS QUAD   -  TUSTIN (1981)
 DX1957
 DX1957                         *CURRENT SURVEY CONTROL
 DX1957  ___________________________________________________________________
 DX1957* NAD 83(1986)-  33 40 15.     (N)    117 52 01.     (W)     SCALED    
 DX1957* NAVD 88     -        14.98   (+/-2cm)      49.1    (feet)  VERTCON   
 DX1957  ___________________________________________________________________
 DX1957  GEOID HEIGHT-         -34.99  (meters)                     GEOID09
 DX1957  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1957
 DX1957.This mark is at John Wayne Airport/orange Co  (SNA)
 DX1957
 DX1957.The horizontal coordinates were scaled from a topographic map and have
 DX1957.an estimated accuracy of +/- 6 seconds.
 DX1957.
 DX1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1957
 DX1957.The vertical order pertains to the NGVD 29 superseded value.
 DX1957
 DX1957.The geoid height was determined by GEOID09.
 DX1957
 DX1957;                    North         East    Units  Estimated Accuracy
 DX1957;SPC CA 6     -   667,980.    1,850,060.      MT  (+/- 180 meters Scaled)
 DX1957
 DX1957                          SUPERSEDED SURVEY CONTROL
 DX1957
 DX1957  NGVD 29 (??/??/??)   14.279  (m)           46.85   (f) ADJUSTED    1 2
 DX1957
 DX1957.Superseded values are not recommended for survey control.
 DX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1957.See file dsdata.txt to determine how the superseded data were derived.
 DX1957
 DX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196259(NAD 83)
 DX1957
 DX1957_MARKER: DB = BENCH MARK DISK
 DX1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1957_STAMPING: S 748 1945
 DX1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1957+STABILITY: SURFACE MOTION
 DX1957
 DX1957  HISTORY     - Date     Condition        Report By
 DX1957  HISTORY     - 1945     MONUMENTED       CGS
 DX1957  HISTORY     - 1955     GOOD             CGS
 DX1957  HISTORY     - 1967     MARK NOT FOUND   CGS
 DX1957  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1957
 DX1957                          STATION DESCRIPTION
 DX1957
 DX1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1957'AT ORANGE COUNTY AIRPORT.
 DX1957'AT ORANGE COUNTY AIRPORT, AT THE SECOND HANGAR SOUTHWEST OF
 DX1957'THE OPERATIONS BUILDING, 7.0 FEET SOUTHWEST OF THE SOUTHWEST
 DX1957'BUMPER POST FOR THE DOORS ON THE NORTHWEST SIDE OF THE HANGAR,
 DX1957'0.6 FOOT WEST OF THE WEST CORNER OF THE HANGAR, ABOUT LEVEL
 DX1957'WITH THE ASPHALT PAVEMENT, FLUSH WITH THE GROUND, AND SET IN
 DX1957'THE TOP OF A CONCRETE POST.
 DX1957
 DX1957                          STATION RECOVERY (1967)
 DX1957
 DX1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DX1957'MARK NOT FOUND.
 DX1957
 DX1957                          STATION RECOVERY (1977)
 DX1957
 DX1957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1957'OPERATIONS BUILDING AND IMMEDIATE HANGERS REMOVED IN AIRPORT
 DX1957'CONSTRUCTION, PROBABLY DESTROYED, PLOTTED POSITION VERY APPROXIMATE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0559 ***********************************************************************
 DB0559  DESIGNATION -  S 750
 DB0559  PID         -  DB0559
 DB0559  STATE/COUNTY-  CA/IMPERIAL
 DB0559  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0559
 DB0559                         *CURRENT SURVEY CONTROL
 DB0559  ___________________________________________________________________
 DB0559* NAD 83(1986)-  32 50 02.     (N)    115 17 11.     (W)     SCALED    
 DB0559* NAVD 88     -         8.84   (+/-2cm)      29.0    (feet)  VERTCON   
 DB0559  ___________________________________________________________________
 DB0559  GEOID HEIGHT-         -34.52  (meters)                     GEOID09
 DB0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0559
 DB0559.The horizontal coordinates were scaled from a topographic map and have
 DB0559.an estimated accuracy of +/- 6 seconds.
 DB0559.
 DB0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0559
 DB0559.The vertical order pertains to the NGVD 29 superseded value.
 DB0559
 DB0559.The geoid height was determined by GEOID09.
 DB0559
 DB0559;                    North         East    Units  Estimated Accuracy
 DB0559;SPC CA 6     -   574,410.    2,090,220.      MT  (+/- 180 meters Scaled)
 DB0559
 DB0559                          SUPERSEDED SURVEY CONTROL
 DB0559
 DB0559  NGVD 29 (??/??/??)    8.133  (m)           26.68   (f) ADJUSTED    1 2
 DB0559
 DB0559.Superseded values are not recommended for survey control.
 DB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0559.See file dsdata.txt to determine how the superseded data were derived.
 DB0559
 DB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS603341(NAD 83)
 DB0559
 DB0559_MARKER: DB = BENCH MARK DISK
 DB0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0559_STAMPING: S 750 1945
 DB0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0559+STABILITY: SURFACE MOTION
 DB0559
 DB0559  HISTORY     - Date     Condition        Report By
 DB0559  HISTORY     - 1945     MONUMENTED       CGS
 DB0559  HISTORY     - 1957     GOOD             USGS
 DB0559  HISTORY     - 1965     GOOD             CGS
 DB0559
 DB0559                          STATION DESCRIPTION
 DB0559
 DB0559'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DB0559'AT HOLTVILLE.
 DB0559'AT HOLTVILLE OUTLYING FIELD, IMPERIAL COUNTY, 236 FT EAST OF THE
 DB0559'EASTERN MOST EDGE OF WOODEN BRIDGE OVER EAST HIGHLINE CANAL, AT
 DB0559'THE X WEST END OF THE ISLAND WHERE THE MAIN GATE ONCE STOOD, 14.3
 DB0559'FEET WEST OF CONCRETE PLATFORM WHERE GUARD HOUSE ONCE STOOD, 13
 DB0559'FEET NORTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 13
 DB0559'FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE, AND
 DB0559'1.7 FEET EAST OF THE END OF THE CURB.  A STANDARD DISK STAMPED
 DB0559'S 750 1945 AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 DB0559'THE GROUND.  NOTE-- THE HOLTVILLE NAVAL AUXILIARY AIR STATION
 DB0559'IS NOW THE IMPERIAL VALLEY TUBERCULOSIS SANITARIUM, AND THE
 DB0559'DIVIDED ENTRANCE ROAD TO THE SANITORIUM IS NAMED NORRISH RD.
 DB0559
 DB0559                          STATION RECOVERY (1965)
 DB0559
 DB0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 DB0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0746 ***********************************************************************
 DW0746  DESIGNATION -  S 751
 DW0746  PID         -  DW0746
 DW0746  STATE/COUNTY-  CA/RIVERSIDE
 DW0746  USGS QUAD   -  RIPLEY (1975)
 DW0746
 DW0746                         *CURRENT SURVEY CONTROL
 DW0746  ___________________________________________________________________
 DW0746* NAD 83(1986)-  33 36 57.     (N)    114 43 06.     (W)     SCALED    
 DW0746* NAVD 88     -       120.095  (meters)     394.01   (feet)  ADJUSTED  
 DW0746  ___________________________________________________________________
 DW0746  GEOID HEIGHT-         -32.82  (meters)                     GEOID09
 DW0746  DYNAMIC HT  -         119.964 (meters)     393.58  (feet)  COMP
 DW0746  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DW0746
 DW0746  VERT ORDER  -  FIRST     CLASS II
 DW0746
 DW0746.This mark is at Blythe Airport (BLH)
 DW0746
 DW0746.The horizontal coordinates were scaled from a topographic map and have
 DW0746.an estimated accuracy of +/- 6 seconds.
 DW0746.
 DW0746.The orthometric height was determined by differential leveling and
 DW0746.adjusted in June 1991.
 DW0746
 DW0746.The geoid height was determined by GEOID09.
 DW0746
 DW0746.The dynamic height is computed by dividing the NAVD 88
 DW0746.geopotential number by the normal gravity value computed on the
 DW0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0746.degrees latitude (g = 980.6199 gals.).
 DW0746
 DW0746.The modeled gravity was interpolated from observed gravity values.
 DW0746
 DW0746;                    North         East    Units  Estimated Accuracy
 DW0746;SPC CA 6     -   661,760.    2,142,130.      MT  (+/- 180 meters Scaled)
 DW0746
 DW0746                          SUPERSEDED SURVEY CONTROL
 DW0746
 DW0746  NGVD 29 (??/??/??)  119.415  (m)          391.78   (f) ADJUSTED    1 2
 DW0746
 DW0746.Superseded values are not recommended for survey control.
 DW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0746.See file dsdata.txt to determine how the superseded data were derived.
 DW0746
 DW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT116218(NAD 83)
 DW0746
 DW0746_MARKER: DB = BENCH MARK DISK
 DW0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0746_STAMPING: S 751 1945
 DW0746_MARK LOGO: CGS   
 DW0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0746+STABILITY: SURFACE MOTION
 DW0746
 DW0746  HISTORY     - Date     Condition        Report By
 DW0746  HISTORY     - 1945     MONUMENTED       CGS
 DW0746  HISTORY     - 1958     GOOD             CGS
 DW0746  HISTORY     - 1974     GOOD             NGS
 DW0746  HISTORY     - 1981     GOOD             NGS
 DW0746  HISTORY     - 1982     GOOD             USGS
 DW0746
 DW0746                          STATION DESCRIPTION
 DW0746
 DW0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DW0746'AT BLYTHE MUNICIPAL AIRPORT.
 DW0746'AT BLYTHE MUNICIPAL AIRPORT, 432.0 FEET WEST OF THE CENTERLINE
 DW0746'OF NORTH-SOUTH RUNWAY, 258.8 FEET SOUTH OF THE CENTERLINE OF
 DW0746'EAST-WEST RUNWAY, 2.0 FEET NORTH OF REFERENCE POST, SET IN THE
 DW0746'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DW0746'NOTE-- THE AIRPORT DESIGNATION IS NOW BLYTHE MUNICIPAL AIRPORT.
 DW0746'IT IS NO LONGER AN ARMY AIR FIELD.
 DW0746
 DW0746                          STATION RECOVERY (1974)
 DW0746
 DW0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DW0746'RECOVERED IN GOOD CONDITION.
 DW0746
 DW0746                          STATION RECOVERY (1981)
 DW0746
 DW0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DW0746'RECOVERED IN GOOD CONDITION.
 DW0746
 DW0746                          STATION RECOVERY (1982)
 DW0746
 DW0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DW0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0193 ***********************************************************************
 EV0193  DESIGNATION -  S 752
 EV0193  PID         -  EV0193
 EV0193  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0193  USGS QUAD   -  VICTORVILLE (1993)
 EV0193
 EV0193                         *CURRENT SURVEY CONTROL
 EV0193  ___________________________________________________________________
 EV0193* NAD 83(1986)-  34 34 49.     (N)    117 22 07.     (W)     SCALED    
 EV0193* NAVD 88     -       881.27   (+/-2cm)    2891.3    (feet)  VERTCON   
 EV0193  ___________________________________________________________________
 EV0193  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0193  VERT ORDER  -  THIRD (See Below)
 EV0193
 EV0193.The horizontal coordinates were scaled from a topographic map and have
 EV0193.an estimated accuracy of +/- 6 seconds.
 EV0193.
 EV0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0193
 EV0193.The vertical order pertains to the NGVD 29 superseded value.
 EV0193
 EV0193.The geoid height was determined by GEOID09.
 EV0193
 EV0193;                    North         East    Units  Estimated Accuracy
 EV0193;SPC CA 5     -   620,010.    2,057,930.      MT  (+/- 180 meters Scaled)
 EV0193
 EV0193                          SUPERSEDED SURVEY CONTROL
 EV0193
 EV0193  NGVD 29 (??/??/??)  880.43   (m)         2888.5    (f) RESET       3  
 EV0193
 EV0193.Superseded values are not recommended for survey control.
 EV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0193.See file dsdata.txt to determine how the superseded data were derived.
 EV0193
 EV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU661265(NAD 83)
 EV0193
 EV0193_MARKER: DD = SURVEY DISK
 EV0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0193_STAMPING: S 752
 EV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0193+STABILITY: SURFACE MOTION
 EV0193
 EV0193  HISTORY     - Date     Condition        Report By
 EV0193  HISTORY     - UNK      MONUMENTED       DOD
 EV0193  HISTORY     - 1956     GOOD             CGS
 EV0193  HISTORY     - 1961     GOOD             DOD
 EV0193
 EV0193                          STATION DESCRIPTION
 EV0193
 EV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0193'AT GEORGE AIR FORCE BASE.
 EV0193'AT GEORGE AIR FORCE BASE (FORMERLY VICTORVILLE ARMY AIR FIELD)
 EV0193'0.2 MILE WEST OF THE MAIN ENTRANCE, ABOUT 229 FEET SOUTH
 EV0193'SOUTHEAST OF THE SOUTH LEG OF THE ELEVATED WATER TANK, NEAR
 EV0193'THE NORTHWEST CORNER OF THE FENCED GROUNDS OF THE GEORGE AIR FORCE
 EV0193'BASE SCHOOL, IN A FENCE LINE, 40 FEET SOUTH OF THE SOUTH
 EV0193'BOUNDARY FENCE OF THE BASE, 40.3 FEET EAST OF THE NORTHWEST
 EV0193'CORNER OF THE SCHOOL GROUNDS, 0.2 FEET SOUTH OF THE FENCE, 1.7
 EV0193'FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 EV0193'POST 1 FOOT UNDERGROUND.  NOTE-- THE DISK IS SLANTING, ROD
 EV0193'HELD OVER THE NUMBERS 52 IN THE STAMPING S 752 DURING THE 1956
 EV0193'RELEVELING.
 EV0193
 EV0193                          STATION RECOVERY (1961)
 EV0193
 EV0193'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 EV0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1845 ***********************************************************************
 DX1845  DESIGNATION -  S 785 USN
 DX1845  PID         -  DX1845
 DX1845  STATE/COUNTY-  CA/ORANGE
 DX1845  USGS QUAD   -  TUSTIN (1981)
 DX1845
 DX1845                         *CURRENT SURVEY CONTROL
 DX1845  ___________________________________________________________________
 DX1845* NAD 83(1986)-  33 40 17.     (N)    117 45 12.     (W)     SCALED    
 DX1845* NAVD 88     -        67.07   (+/-2cm)     220.0    (feet)  VERTCON   
 DX1845  ___________________________________________________________________
 DX1845  GEOID HEIGHT-         -34.42  (meters)                     GEOID09
 DX1845  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1845
 DX1845.The horizontal coordinates were scaled from a topographic map and have
 DX1845.an estimated accuracy of +/- 6 seconds.
 DX1845.
 DX1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1845
 DX1845.The vertical order pertains to the NGVD 29 superseded value.
 DX1845
 DX1845.The geoid height was determined by GEOID09.
 DX1845
 DX1845;                    North         East    Units  Estimated Accuracy
 DX1845;SPC CA 6     -   667,890.    1,860,590.      MT  (+/- 180 meters Scaled)
 DX1845
 DX1845                          SUPERSEDED SURVEY CONTROL
 DX1845
 DX1845  NGVD 29 (??/??/92)   66.36   (m)          217.7    (f) COMPUTED    1 2
 DX1845
 DX1845.Superseded values are not recommended for survey control.
 DX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1845.See file dsdata.txt to determine how the superseded data were derived.
 DX1845
 DX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT301259(NAD 83)
 DX1845
 DX1845_MARKER: DD = SURVEY DISK
 DX1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1845_STAMPING: 122 250 286 140 RE 1018 S 785 1946
 DX1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1845+STABILITY: SURFACE MOTION
 DX1845
 DX1845  HISTORY     - Date     Condition        Report By
 DX1845  HISTORY     - 1946     MONUMENTED       DOD
 DX1845  HISTORY     - 1958     GOOD             CGS
 DX1845
 DX1845                          STATION DESCRIPTION
 DX1845
 DX1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DX1845'0.5 MI SE FROM IRVINE.
 DX1845'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1845'RAILWAY FROM THE STATION AT IRVINE.  0.2 MILE SOUTHEAST OF THE
 DX1845'U.S. HIGHWAY 101 OVERPASS, 101.4 FEET NORTHWEST OF THE WEST
 DX1845'FENCE CORNER OF THE EL TORO MARINE CORPS AIR STATION, 88.6 FEET
 DX1845'NORTHWEST OF POWER POLE 26027E, 82.0 FEET SOUTHEAST OF THE
 DX1845'SOUTHEAST END OF A RAILROAD BRIDGE, 47.9 FEET NORTHEAST OF THE
 DX1845'NORTHEAST RAIL, 1.5 FEET WEST OF A 4X4-INCH WHITE POST 6 FEET
 DX1845'HIGH, AND AT THE EAST EDGE OF A DIRT ROAD.  SET IN TOP OF A
 DX1845'CONCRETE POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 DX1845'NOTE-- A MARK STAMPED AS SHOWN WAS FOUND IN THE NEAR VICINITY
 DX1845'AT THIS TIME, BUT THE STAMPING AND DISTANCES DIFFER FROM THOSE
 DX1845'GIVEN IN THE ORIGINAL DESCRIPTION.  POSSIBLY IT IS THE SAME DISK,
 DX1845'BUT HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0879 ***********************************************************************
 GT0879  DESIGNATION -  S 87
 GT0879  PID         -  GT0879
 GT0879  STATE/COUNTY-  CA/TULARE
 GT0879  USGS QUAD   -  GOSHEN (1969)
 GT0879
 GT0879                         *CURRENT SURVEY CONTROL
 GT0879  ___________________________________________________________________
 GT0879* NAD 83(1986)-  36 19 42.     (N)    119 24 20.     (W)     SCALED    
 GT0879* NAVD 88     -        87.89   (+/-2cm)     288.4    (feet)  VERTCON   
 GT0879  ___________________________________________________________________
 GT0879  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 GT0879  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0879
 GT0879.The horizontal coordinates were scaled from a topographic map and have
 GT0879.an estimated accuracy of +/- 6 seconds.
 GT0879.
 GT0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0879
 GT0879.The vertical order pertains to the NGVD 29 superseded value.
 GT0879
 GT0879.The geoid height was determined by GEOID09.
 GT0879
 GT0879;                    North         East    Units  Estimated Accuracy
 GT0879;SPC CA 4     -   610,480.    1,963,590.      MT  (+/- 180 meters Scaled)
 GT0879
 GT0879                          SUPERSEDED SURVEY CONTROL
 GT0879
 GT0879  NGVD 29 (??/??/92)   87.064  (m)          285.64   (f) ADJ UNCH    1 2
 GT0879
 GT0879.Superseded values are not recommended for survey control.
 GT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0879.See file dsdata.txt to determine how the superseded data were derived.
 GT0879
 GT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA840230(NAD 83)
 GT0879
 GT0879_MARKER: DB = BENCH MARK DISK
 GT0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0879_STAMPING: S 87 1931 286.305
 GT0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0879+STABILITY: SURFACE MOTION
 GT0879
 GT0879  HISTORY     - Date     Condition        Report By
 GT0879  HISTORY     - 1931     MONUMENTED       CGS
 GT0879  HISTORY     - 1958     GOOD             CGS
 GT0879  HISTORY     - 1970     GOOD             NGS
 GT0879
 GT0879                          STATION DESCRIPTION
 GT0879
 GT0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GT0879'2 MI SE FROM GOSHEN.
 GT0879'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0879'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, IN R24E T18S S31,
 GT0879'16-3/4 RAILS SOUTHEAST OF THE SOUTHEAST END OF STEEL BEAM BRIDGE
 GT0879'240.94 OVER THE WEST LANES OF U.S. HIGHWAY 99, 1 1/2 POLES
 GT0879'SOUTHEAST OF MILEPOLE 241, 3 1/2 RAILS SOUTHEAST OF AN ABANDONED
 GT0879'PORTION OF SIERRA BOULEVARD (AVENUE 296) LEADING WEST TO STATE
 GT0879'HIGHWAY 198, 147.0 FEET SOUTHEAST OF THE EAST CORNER OF THE
 GT0879'CONCRETE BASE FOR SIGNAL 241.1, 64 FEET NORTH OF TELEGRAPH
 GT0879'POLE 13K, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT
 GT0879'SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK,
 GT0879'AND SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET UDERGROUND.
 GT0879
 GT0879                          STATION RECOVERY (1970)
 GT0879
 GT0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS1011 ***********************************************************************
 JS1011  DESIGNATION -  SACRAMENTO
 JS1011  PID         -  JS1011
 JS1011  STATE/COUNTY-  CA/SACRAMENTO
 JS1011  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1011
 JS1011                         *CURRENT SURVEY CONTROL
 JS1011  ___________________________________________________________________
 JS1011* NAD 83(1986)-  38 34 52.1    (N)    121 29 38.1    (W)     HD_HELD2  
 JS1011* NAVD 88     -         9.341  (meters)      30.65   (feet)  ADJUSTED  
 JS1011  ___________________________________________________________________
 JS1011  GEOID HEIGHT-         -30.84  (meters)                     GEOID09
 JS1011  DYNAMIC HT  -           9.335 (meters)      30.63  (feet)  COMP
 JS1011  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JS1011
 JS1011  VERT ORDER  -  FIRST     CLASS I
 JS1011
 JS1011.The horizontal coordinates were established by autonomous hand held GPS
 JS1011.observations and have an estimated accuracy of +/- 10 meters.
 JS1011.
 JS1011.The orthometric height was determined by differential leveling and
 JS1011.adjusted in June 1991.
 JS1011
 JS1011.Photographs are available for this station.
 JS1011
 JS1011.The geoid height was determined by GEOID09.
 JS1011
 JS1011.The dynamic height is computed by dividing the NAVD 88
 JS1011.geopotential number by the normal gravity value computed on the
 JS1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1011.degrees latitude (g = 980.6199 gals.).
 JS1011
 JS1011.The modeled gravity was interpolated from observed gravity values.
 JS1011
 JS1011;                    North         East    Units  Estimated Accuracy
 JS1011;SPC CA 2     -   601,635.    2,044,095.      MT  (+/- 10 meters HH2 GPS)
 JS1011
 JS1011                          SUPERSEDED SURVEY CONTROL
 JS1011
 JS1011  NGVD 29 (??/??/??)    8.57   (m)           28.1    (f) RESET       3  
 JS1011
 JS1011.Superseded values are not recommended for survey control.
 JS1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1011.See file dsdata.txt to determine how the superseded data were derived.
 JS1011
 JS1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3118371372(NAD 83)
 JS1011
 JS1011_MARKER: DB = BENCH MARK DISK
 JS1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1011_SP_SET: CURB
 JS1011_STAMPING: 28.465 SACRAMENTO 1932
 JS1011_MARK LOGO: CGS   
 JS1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1011+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2008
 JS1011
 JS1011  HISTORY     - Date     Condition        Report By
 JS1011  HISTORY     - 1932     MONUMENTED       CGS
 JS1011  HISTORY     - UNK      SEE DESCRIPTION  GEOCAC
 JS1011  HISTORY     - 1945     GOOD             CGS
 JS1011  HISTORY     - 20080406 GOOD             GEOCAC
 JS1011
 JS1011                          STATION DESCRIPTION
 JS1011
 JS1011'DESCRIBED BY GEOCACHING UNK
 JS1011'
 JS1011
 JS1011                          STATION RECOVERY (1945)
 JS1011
 JS1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JS1011'AT SACRAMENTO.
 JS1011'AT SACRAMENTO, SACRAMENTO COUNTY, IN THE CENTER OF THE CITY PARK
 JS1011'IN FRONT OF THE CITY HALL, IN THE TOP OF THE GRANITE CURBING
 JS1011'AROUND THE SOUTH SIDE OF THE FOUNTAIN, AND ABOUT 2 FEET ABOVE
 JS1011'THE GROUND.  A STANDARD DISK, STAMPED 28.465 SACRAMENTO 1932.
 JS1011
 JS1011                          STATION RECOVERY (2008)
 JS1011
 JS1011'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 JS1011'UPDATED TO REACH FOLLOWS
 JS1011' 
 JS1011'FROM THE INTERSECTION OF J AND 10TH STREETS TRAVEL NORTH ON FOOT TO
 JS1011'THE CENTER OF THE PARK NOW NAMED CESAR CHAVEZ PLAZA. THE MARK IS IN
 JS1011'THE TOP OF THE GRANITE CURBING ON THE SOUTH SIDE OF THE FOUNTAIN, AND
 JS1011'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 28.465
 JS1011'SACRAMENTO 1932.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0251 ***********************************************************************
 DW0251  DESIGNATION -  SANDY
 DW0251  PID         -  DW0251
 DW0251  STATE/COUNTY-  CA/IMPERIAL
 DW0251  USGS QUAD   -  KANE SPRING NE (1992)
 DW0251
 DW0251                         *CURRENT SURVEY CONTROL
 DW0251  ___________________________________________________________________
 DW0251* NAD 83(1992)-  33 10 44.79149(N)    115 49 56.27928(W)     ADJUSTED  
 DW0251* NAVD 88     -       -69.89   (+/-2cm)    -229.3    (feet)  VERTCON   
 DW0251  ___________________________________________________________________
 DW0251  EPOCH DATE  -        1991.35
 DW0251  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC09
 DW0251  GEOID HEIGHT-         -34.14  (meters)                     GEOID09
 DW0251  HORZ ORDER  -  THIRD
 DW0251  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0251
 DW0251.The horizontal coordinates were established by classical geodetic methods
 DW0251.and adjusted by the National Geodetic Survey in June 1996.
 DW0251.
 DW0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0251
 DW0251.The vertical order pertains to the NGVD 29 superseded value.
 DW0251
 DW0251.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0251
 DW0251.The geoid height was determined by GEOID09.
 DW0251
 DW0251;                    North         East     Units Scale Factor Converg.
 DW0251;SPC CA 6     -   612,360.216 2,038,954.616   MT  0.99995777   +0 13 46.3
 DW0251;SPC CA 6     - 2,009,051.81  6,689,470.27   sFT  0.99995777   +0 13 46.3
 DW0251;UTM  11      - 3,671,750.385   608,863.802   MT  0.99974612   +0 38 20.7
 DW0251
 DW0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0251!SPC CA 6     -   1.00001633  x   0.99995777  =   0.99997410
 DW0251!UTM  11      -   1.00001633  x   0.99974612  =   0.99976245
 DW0251
 DW0251:                Primary Azimuth Mark                     Grid Az
 DW0251:SPC CA 6     -  DERRICK DOCK                             010 31 01.7
 DW0251:UTM  11      -  DERRICK DOCK                             010 06 27.3
 DW0251
 DW0251|---------------------------------------------------------------------|
 DW0251| PID    Reference Object                     Distance      Geod. Az  |
 DW0251|                                                           dddmmss.s |
 DW0251| DW1438 DERRICK DOCK                        APPROX. 0.8 KM 0104448.0 |
 DW0251| CF0631 SANDY RM 2                           54.438 METERS 04600     |
 DW0251| DW1433 SANDY 1942 RM 1                      87.507 METERS 16201     |
 DW0251| DW1441 20 PLUS 00 PIN CENTER LINE           64.265 METERS 23831     |
 DW0251|---------------------------------------------------------------------|
 DW0251
 DW0251                          SUPERSEDED SURVEY CONTROL
 DW0251
 DW0251  NAD 83(1986)-  33 10 44.80240(N)    115 49 56.28180(W) AD(1984.00) 3
 DW0251  NAD 27      -  33 10 44.65000(N)    115 49 53.28000(W) AD(       ) 3
 DW0251  NGVD 29 (??/??/??)  -70.537  (m)         -231.42   (f) ADJUSTED    1 2
 DW0251
 DW0251.Superseded values are not recommended for survey control.
 DW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0251.See file dsdata.txt to determine how the superseded data were derived.
 DW0251
 DW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS0886371750(NAD 83)
 DW0251
 DW0251_MARKER: DS = TRIANGULATION STATION DISK
 DW0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0251_STAMPING: SANDY 1942
 DW0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0251
 DW0251  HISTORY     - Date     Condition        Report By
 DW0251  HISTORY     - 1942     MONUMENTED       CGS
 DW0251  HISTORY     - 1952     GOOD             CGS
 DW0251  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DW0251  HISTORY     - 1956     MARK NOT FOUND   CGS
 DW0251
 DW0251                          STATION DESCRIPTION
 DW0251
 DW0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (MGR)
 DW0251'STATION IS ON THE W SIDE OF SALTON SEA AT SANDY BEACH, ON A
 DW0251'LOW SOLID DUNE ABOUT 40 YARDS E OF THE RUNWAY AT ABOUT ITS
 DW0251'MID-LENGTH.  STATION IS ABOUT 6 FEET ABOVE THE RUNWAY AND ABOUT
 DW0251'15 YARDS N OF THE SEWER CUT FOR THE CAMP.  IT IS MARKED BY A
 DW0251'BRONZE DISK SET IN CONCRETE IN A 6-INCH CONCRETE PIPE 3 FEET
 DW0251'LONG, AND PROJECTS 10 INCHES ABOVE GROUND SURFACE.
 DW0251'
 DW0251'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN CONCRETE IN A
 DW0251'3-INCH GALVANIZED PIPE, PROJECTS ABOUT 1 FOOT ABOVE GROUND
 DW0251'SURFACE.  IT IS S OF THE STATION ON A SOLID DUNE ABOUT 35
 DW0251'YARDS E OF THE RUNWAY.
 DW0251'
 DW0251'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN CONCRETE IN A
 DW0251'3-INCH GALVANIZED PIPE, PROJECTS ABOUT 3 INCHES ABOVE GROUND
 DW0251'SURFACE AND IS E OF THE STATION.
 DW0251
 DW0251                          STATION RECOVERY (1952)
 DW0251
 DW0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DW0251'AT SALTON SEA TEST BASE.
 DW0251'AT SALTON SEA TEST BASE (AEC), IMPERIAL COUNTY, ABOUT 450 FEET
 DW0251'NORTHEAST OF THE CONTROL TOWER, ABOUT 425 FEET NORTHEAST OF THE
 DW0251'TETRAHEDRON, ABOUT 320 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 DW0251'CONCRETE PARKING SLAB, AND ABOUT 105 FEET EAST OF THE
 DW0251'NORTH-NORTHWEST-AND-SOUTH-SOUTHEAST RUNWAY.  A STANDARD
 DW0251'TRIANGULATION-STATION DISK, STAMPED SANDY 1942 AND SET IN THE
 DW0251'TOP OF A CONCRETEFILLED 6-INCH PIPE PROJECTING ABOUT 1 FOOT
 DW0251'ABOVE GROUND.  NOTE-- THE LAND EAST OF THE RUNWAY (NOW ABANDONED)
 DW0251'WHERE THE MARK WAS LOCATED HAS CAVED OFF AND THE SHORE LINE OF
 DW0251'THE SEA IS NOW AT THE EDGE OF THE RUNWAY.
 DW0251
 DW0251                          STATION RECOVERY (1956)
 DW0251
 DW0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EEJ)
 DW0251'THIS STATION AND REFERENCE ARE BELIEVED TO BE DESTROYED.  THE
 DW0251'LAND EAST OF THE RUNWAY (NOW ABANDONED) WHERE STATION WAS
 DW0251'LOCATED HAS CAVED OFF AND THE SHORE LINE OF THE SEA IS NOW AT
 DW0251'THE EAST EDGE OF THE RUNWAY.
 DW0251
 DW0251                          STATION RECOVERY (1956)
 DW0251
 DW0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 DW0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0313 ***********************************************************************
 DW0313  DESIGNATION -  SODA AZ
 DW0313  PID         -  DW0313
 DW0313  STATE/COUNTY-  CA/IMPERIAL
 DW0313  USGS QUAD   -  KANE SPRING NW (1992)
 DW0313
 DW0313                         *CURRENT SURVEY CONTROL
 DW0313  ___________________________________________________________________
 DW0313* NAD 83(1992)-  33 11 05.72259(N)    115 54 01.81061(W)     NO CHECK  
 DW0313* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 DW0313  ___________________________________________________________________
 DW0313  EPOCH DATE  -        1991.35
 DW0313  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC09
 DW0313  GEOID HEIGHT-         -34.05  (meters)                     GEOID09
 DW0313  HORZ ORDER  -  SECOND
 DW0313  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0313
 DW0313.The horizontal coordinates were established by classical geodetic methods
 DW0313.and adjusted by the National Geodetic Survey in June 1996.
 DW0313.
 DW0313.No horizontal observational check was made to the station.
 DW0313.
 DW0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0313
 DW0313.The vertical order pertains to the NGVD 29 superseded value.
 DW0313
 DW0313.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0313
 DW0313.The geoid height was determined by GEOID09.
 DW0313
 DW0313;                    North         East     Units Scale Factor Converg.
 DW0313;SPC CA 6     -   612,981.623 2,032,591.872   MT  0.99995751   +0 11 31.4
 DW0313;SPC CA 6     - 2,011,090.54  6,668,595.17   sFT  0.99995751   +0 11 31.4
 DW0313;UTM  11      - 3,672,326.154   602,498.178   MT  0.99972953   +0 36 06.7
 DW0313
 DW0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0313!SPC CA 6     -   1.00000442  x   0.99995751  =   0.99996193
 DW0313!UTM  11      -   1.00000442  x   0.99972953  =   0.99973395
 DW0313
 DW0313                          SUPERSEDED SURVEY CONTROL
 DW0313
 DW0313  NAD 83(1986)-  33 11 05.72923(N)    115 54 01.81031(W) AD(1984.00) 2
 DW0313  NAD 27      -  33 11 05.55820(N)    115 53 58.80619(W) AD(       ) 2
 DW0313  NGVD 29 (??/??/??)    5.217  (m)           17.12   (f) ADJUSTED    1 1
 DW0313
 DW0313.Superseded values are not recommended for survey control.
 DW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0313.See file dsdata.txt to determine how the superseded data were derived.
 DW0313
 DW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS0249872326(NAD 83)
 DW0313
 DW0313_MARKER: DZ = AZIMUTH MARK DISK
 DW0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0313_STAMPING: SODA USGS 1939
 DW0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0313+STABILITY: SURFACE MOTION
 DW0313
 DW0313  HISTORY     - Date     Condition        Report By
 DW0313  HISTORY     - 1969     MONUMENTED       USGS
 DW0313  HISTORY     - 1974     GOOD
 DW0313  HISTORY     - 1984     GOOD             BLM
 DW0313  HISTORY     - 1986     GOOD             BLM
 DW0313
 DW0313                          STATION DESCRIPTION
 DW0313
 DW0313'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (FGJ)
 DW0313'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SODA USGS 1939, SET
 DW0313'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DW0313'8 INCHES.  IT IS 136.5 FEET WEST OF THE CENTER OF STATE HIGHWAY
 DW0313'86, 1.6 FEET SOUTH OF A 4 INCH SQUARE WOODEN WITNESS POST AND
 DW0313'1.3 FEET NORTH OF A 4 INCH SQUARE WOODEN WITNESS POST.
 DW0313
 DW0313                          STATION RECOVERY (1974)
 DW0313
 DW0313'RECOVERED 1974
 DW0313'5.1 MI NW FROM TRIFOLIUM INSPEC STA.
 DW0313'ABOUT 5.1 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE T
 DW0313'JUNCTION OF STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION,
 DW0313'0.5 MILES SOUTHEAST OF A SHARP CURVE, 136.0 FEET SOUTHWEST OF
 DW0313'THE CENTERLINE OF THE HIGHWAY, 1.4 FEET SOUTHEAST OF A WITNESS
 DW0313'POST, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DW0313'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 DW0313'FOOT ABOVE THE GROUND.  SW CORNER OF NE 1/4, SEC 26, T11S, R10E.
 DW0313
 DW0313                          STATION RECOVERY (1984)
 DW0313
 DW0313'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1984 (UNK)
 DW0313'RECOVERED IN GOOD CONDITION.
 DW0313
 DW0313                          STATION RECOVERY (1986)
 DW0313
 DW0313'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1986 (RSK)
 DW0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0772 ***********************************************************************
 DC0772  DESIGNATION -  SOUTH PYLON USN
 DC0772  PID         -  DC0772
 DC0772  STATE/COUNTY-  CA/SAN DIEGO
 DC0772  USGS QUAD   -  POINT LOMA (1994)
 DC0772
 DC0772                         *CURRENT SURVEY CONTROL
 DC0772  ___________________________________________________________________
 DC0772* NAD 83(1986)-  32 39 35.     (N)    117 09 21.     (W)     SCALED    
 DC0772* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 DC0772  ___________________________________________________________________
 DC0772  GEOID HEIGHT-         -35.25  (meters)                     GEOID09
 DC0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0772
 DC0772.The horizontal coordinates were scaled from a topographic map and have
 DC0772.an estimated accuracy of +/- 6 seconds.
 DC0772.
 DC0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0772
 DC0772.The vertical order pertains to the NGVD 29 superseded value.
 DC0772
 DC0772.The geoid height was determined by GEOID09.
 DC0772
 DC0772;                    North         East    Units  Estimated Accuracy
 DC0772;SPC CA 6     -   555,050.    1,915,020.      MT  (+/- 180 meters Scaled)
 DC0772
 DC0772                          SUPERSEDED SURVEY CONTROL
 DC0772
 DC0772  NGVD 29 (??/??/??)    4.166  (m)           13.67   (f) ADJUSTED    1 2
 DC0772
 DC0772.Superseded values are not recommended for survey control.
 DC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0772.See file dsdata.txt to determine how the superseded data were derived.
 DC0772
 DC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS853135(NAD 83)
 DC0772
 DC0772_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DC0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0772_STAMPING: 25 KILOMETER SOUTH PYLON 33213.9 S 9300 OE
 DC0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0772
 DC0772  HISTORY     - Date     Condition        Report By
 DC0772  HISTORY     - UNK      MONUMENTED       DOD
 DC0772  HISTORY     - 1955     GOOD             CGS
 DC0772  HISTORY     - 1962     GOOD             DOD
 DC0772
 DC0772                          STATION DESCRIPTION
 DC0772
 DC0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0772'2.4 MI SE FROM CORONADO.
 DC0772'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 75 FROM THE BANK OF
 DC0772'AMERICA AT CORONADO, ON TOP OF A SAND DUNE, ABOUT 0.25 MILE
 DC0772'NORTHWEST OF A WHITE FRAME BUILDING, 126 FEET SOUTHWEST OF
 DC0772'THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE
 DC0772'APPROXIMATE SUMMIT OF THE DUNE, ABOUT 5 FEET HIGHER THAN THE
 DC0772'HIGHWAY, AND SCREWED ON THE TOP OF A 2-INCH BRASS PIPE PROJECTING
 DC0772'2.0 FEET ABOVE A 3 1/2- BY 3 1/2-FOOT CONCRETE BASE.
 DC0772
 DC0772                          STATION RECOVERY (1962)
 DC0772
 DC0772'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DC0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0780 ***********************************************************************
 DC0780  DESIGNATION -  SOUTH RM ALAMEDA
 DC0780  PID         -  DC0780
 DC0780  STATE/COUNTY-  CA/SAN DIEGO
 DC0780  USGS QUAD   -  POINT LOMA (1994)
 DC0780
 DC0780                         *CURRENT SURVEY CONTROL
 DC0780  ___________________________________________________________________
 DC0780* NAD 83(1986)-  32 41 58.     (N)    117 10 58.     (W)     SCALED    
 DC0780* NAVD 88     -         5.03   (+/-2cm)      16.5    (feet)  VERTCON   
 DC0780  ___________________________________________________________________
 DC0780  GEOID HEIGHT-         -35.20  (meters)                     GEOID09
 DC0780  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0780
 DC0780.The horizontal coordinates were scaled from a topographic map and have
 DC0780.an estimated accuracy of +/- 6 seconds.
 DC0780.
 DC0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0780
 DC0780.The vertical order pertains to the NGVD 29 superseded value.
 DC0780
 DC0780.The geoid height was determined by GEOID09.
 DC0780
 DC0780;                    North         East    Units  Estimated Accuracy
 DC0780;SPC CA 6     -   559,480.    1,912,530.      MT  (+/- 180 meters Scaled)
 DC0780
 DC0780                          SUPERSEDED SURVEY CONTROL
 DC0780
 DC0780  NGVD 29 (??/??/??)    4.398  (m)           14.43   (f) ADJUSTED    1 2
 DC0780
 DC0780.Superseded values are not recommended for survey control.
 DC0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0780.See file dsdata.txt to determine how the superseded data were derived.
 DC0780
 DC0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS828179(NAD 83)
 DC0780
 DC0780_MARKER: DR = REFERENCE MARK DISK
 DC0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0780+STABILITY: SURFACE MOTION
 DC0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0780+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DC0780
 DC0780  HISTORY     - Date     Condition        Report By
 DC0780  HISTORY     - UNK      MONUMENTED       CGS
 DC0780  HISTORY     - 1955     GOOD             CGS
 DC0780  HISTORY     - 1962     GOOD             CGS
 DC0780  HISTORY     - 20040604 GOOD             INDIV
 DC0780
 DC0780                          STATION DESCRIPTION
 DC0780
 DC0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0780'AT CORONADO.
 DC0780'AT CORONADO, 0.9 MILE NORTHEAST ALONG ORANGE AVENUE FROM THE
 DC0780'BANK OF AMERICA, THENCE 0.6 MILE NORTHWEST ALONG 3RD STREET,
 DC0780'AT THE T JUNCTION OF ALAMEDA BOULEVARD, 0.1 MILE NORTHEAST OF
 DC0780'THE ENTRANCE TO THE SAN DIEGO NAVAL AIR STATION, 16.5 FEET
 DC0780'SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 1.2 FEET SOUTHEAST
 DC0780'OF THE SOUTHEAST CURB OF THE AVENUE, 0.7 FOOT SOUTH OF THE SOUTH
 DC0780'CORNER OF A CONCRETE STREET SIGN, 0.1 FOOT LOWER THAN THE TOP
 DC0780'OF THE CURB, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 DC0780'UNDER THE GROUND.
 DC0780
 DC0780                          STATION RECOVERY (1962)
 DC0780
 DC0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0780'RECOVERED IN GOOD CONDITION.
 DC0780
 DC0780                          STATION RECOVERY (2004)
 DC0780
 DC0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 DC0780'STAMPED ALAMEDA RMSE 1939  16.5 FT. SOUTHWEST OF THE SOUTHEAST CORNER
 DC0780'OF THE INTERSECTION OF THIRD ST. AND ALAMEDA BLVD. A SIDEWALK HAS
 DC0780'COVERED THE SITE WITH AN ACCESS HOLE PROVIDED SO THE MARK IS AT WALK
 DC0780'LEVEL. REFERENCED CONC. STREET SIGN NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0814 ***********************************************************************
 JT0814  DESIGNATION -  SUMP USE
 JT0814  PID         -  JT0814
 JT0814  STATE/COUNTY-  CA/MARIN
 JT0814  USGS QUAD   -  NOVATO (1980)
 JT0814
 JT0814                         *CURRENT SURVEY CONTROL
 JT0814  ___________________________________________________________________
 JT0814* NAD 83(1986)-  38 03 24.     (N)    122 30 49.     (W)     SCALED    
 JT0814* NAVD 88     -         1.14   (+/-2cm)       3.7    (feet)  VERTCON   
 JT0814  ___________________________________________________________________
 JT0814  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 JT0814  VERT ORDER  -  THIRD (See Below)
 JT0814
 JT0814.The horizontal coordinates were scaled from a topographic map and have
 JT0814.an estimated accuracy of +/- 6 seconds.
 JT0814.
 JT0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0814
 JT0814.The vertical order pertains to the NGVD 29 superseded value.
 JT0814
 JT0814.The geoid height was determined by GEOID09.
 JT0814
 JT0814;                    North         East    Units  Estimated Accuracy
 JT0814;SPC CA 3     -   674,660.    1,823,300.      MT  (+/- 180 meters Scaled)
 JT0814
 JT0814                          SUPERSEDED SURVEY CONTROL
 JT0814
 JT0814  NGVD 29 (??/??/??)    0.33   (m)            1.1    (f) RESET       3  
 JT0814
 JT0814.Superseded values are not recommended for survey control.
 JT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0814.See file dsdata.txt to determine how the superseded data were derived.
 JT0814
 JT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH426122(NAD 83)
 JT0814
 JT0814_MARKER: X = CHISELED CROSS
 JT0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0814_SP_SET: WALL
 JT0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0814
 JT0814  HISTORY     - Date     Condition        Report By
 JT0814  HISTORY     - UNK      MONUMENTED       DOD
 JT0814  HISTORY     - 1944     GOOD             CGS
 JT0814  HISTORY     - 1964     GOOD             CGS
 JT0814
 JT0814                          STATION DESCRIPTION
 JT0814
 JT0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0814'AT HAMILTON FIELD.
 JT0814'AT HAMILTON ARMY AIR FIELD, CUT ON THE WEST CORNER OF THE
 JT0814'CONCRETE WALL OF SUMP HOLE JUST SOUTHEAST OF HANGAR NO. 2,
 JT0814'ABOUT 125 FEET SOUTHEAST OF THE SOUTH CORNER OF HANGAR, 14
 JT0814'FEET SOUTH OF THE WEST CORNER OF BUILDING NO. 125.  A U.S.E.D.
 JT0814'CHISELED CROSS.
 JT0814
 JT0814                          STATION RECOVERY (1964)
 JT0814
 JT0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0181 ***********************************************************************
 EV0181  DESIGNATION -  T 41
 EV0181  PID         -  EV0181
 EV0181  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0181  USGS QUAD   -  VICTORVILLE (1993)
 EV0181
 EV0181                         *CURRENT SURVEY CONTROL
 EV0181  ___________________________________________________________________
 EV0181* NAD 83(1986)-  34 33 33.     (N)    117 18 31.     (W)     SCALED    
 EV0181* NAVD 88     -       818.687  (meters)    2685.98   (feet)  READJUSTED
 EV0181  ___________________________________________________________________
 EV0181  GEOID HEIGHT-         -31.84  (meters)                     GEOID09
 EV0181  DYNAMIC HT  -         817.72  (meters)    2682.8   (feet)  COMP
 EV0181  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 EV0181  OBS GRAVITY -     979,421.5   (mgal)                       GRAV_OBS
 EV0181
 EV0181  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0181
 EV0181.The horizontal coordinates were scaled from a topographic map and have
 EV0181.an estimated accuracy of +/- 6 seconds.
 EV0181.
 EV0181.The orthometric height was determined by differential leveling
 EV0181.and adjusted in February 1993.
 EV0181
 EV0181.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0181.distribution rate of 1.1 thru 2.0 mm/km.
 EV0181
 EV0181.The height was derived from older observations constrained to new
 EV0181.heights in a crustal motion area.  The height is approximate in
 EV0181.relation to other heights in its vicinity.
 EV0181
 EV0181.The geoid height was determined by GEOID09.
 EV0181
 EV0181.The dynamic height is computed by dividing the NAVD 88
 EV0181.geopotential number by the normal gravity value computed on the
 EV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0181.degrees latitude (g = 980.6199 gals.).
 EV0181
 EV0181.The modeled gravity was interpolated from observed gravity values.
 EV0181
 EV0181.The observed gravity was obtained from relative gravimeter ties
 EV0181.to the IGSN71 gravity network.
 EV0181
 EV0181;                    North         East    Units  Estimated Accuracy
 EV0181;SPC CA 5     -   617,710.    2,063,450.      MT  (+/- 180 meters Scaled)
 EV0181
 EV0181                          SUPERSEDED SURVEY CONTROL
 EV0181
 EV0181  NGVD 29 (??/??/92)  817.855  (m)         2683.25   (f) ADJ UNCH    1 1
 EV0181
 EV0181.Superseded values are not recommended for survey control.
 EV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0181.See file dsdata.txt to determine how the superseded data were derived.
 EV0181
 EV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU716242(NAD 83)
 EV0181
 EV0181_MARKER: DB = BENCH MARK DISK
 EV0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0181_SP_SET: BRIDGE ABUTMENT
 EV0181_STAMPING: T 41 1924
 EV0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0181
 EV0181  HISTORY     - Date     Condition        Report By
 EV0181  HISTORY     - 1924     MONUMENTED       CGS
 EV0181  HISTORY     - 1968     GOOD             CA-071
 EV0181  HISTORY     - 1977     GOOD             NGS
 EV0181  HISTORY     - 1987     MARK NOT FOUND   NGS
 EV0181
 EV0181                          STATION DESCRIPTION
 EV0181
 EV0181'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0181'1.7 MI NW FROM VICTORVILLE.
 EV0181'1.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0181'RAILWAY FROM THE STATION AT VICTORVILLE, 1 3/4 POLES NORTHWEST OF
 EV0181'MILEPOST 35, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 EV0181'CONCRETE ABUTMENT OF A SMALL WOODEN BRIDGE, 5.7 FEET SOUTHWEST
 EV0181'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, ABOUT 2 1/2 FEET
 EV0181'LOWER THAN THE TRACK, ABOUT 1 FOOT LOWER THAN THE WOODEN CATWALK,
 EV0181'ABOUT 0.4 FOOT LOWER THAN THE TOP OF THE ABUTMENT, ACCESS TO
 EV0181'WHICH IS HAD THROUGH A 6 BY 6-INCH HOLE IN THE WOODEN DECK.
 EV0181
 EV0181                          STATION RECOVERY (1977)
 EV0181
 EV0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0181'RECOVERED IN GOOD CONDITION.
 EV0181
 EV0181                          STATION RECOVERY (1987)
 EV0181
 EV0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV0181'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0351 ***********************************************************************
 EW0351  DESIGNATION -  T 425
 EW0351  PID         -  EW0351
 EW0351  STATE/COUNTY-  CA/LOS ANGELES
 EW0351  USGS QUAD   -  PALMDALE (1974)
 EW0351
 EW0351                         *CURRENT SURVEY CONTROL
 EW0351  ___________________________________________________________________
 EW0351* NAD 83(1986)-  34 36 37.     (N)    118 07 25.     (W)     SCALED    
 EW0351* NAVD 88     -       795.95   (+/-2cm)    2611.4    (feet)  VERTCON   
 EW0351  ___________________________________________________________________
 EW0351  GEOID HEIGHT-         -32.13  (meters)                     GEOID09
 EW0351  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0351
 EW0351.The horizontal coordinates were scaled from a topographic map and have
 EW0351.an estimated accuracy of +/- 6 seconds.
 EW0351.
 EW0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0351
 EW0351.The vertical order pertains to the NGVD 29 superseded value.
 EW0351
 EW0351.The geoid height was determined by GEOID09.
 EW0351
 EW0351;                    North         East    Units  Estimated Accuracy
 EW0351;SPC CA 5     -   623,160.    1,988,660.      MT  (+/- 180 meters Scaled)
 EW0351
 EW0351                          SUPERSEDED SURVEY CONTROL
 EW0351
 EW0351  NGVD 29 (??/??/92)  795.091  (m)         2608.56   (f) ADJ UNCH    1 1
 EW0351
 EW0351.Superseded values are not recommended for survey control.
 EW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0351.See file dsdata.txt to determine how the superseded data were derived.
 EW0351
 EW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU969303(NAD 83)
 EW0351
 EW0351_MARKER: DB = BENCH MARK DISK
 EW0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0351_STAMPING: T 425 1935
 EW0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0351+STABILITY: SURFACE MOTION
 EW0351
 EW0351  HISTORY     - Date     Condition        Report By
 EW0351  HISTORY     - 1935     MONUMENTED       CGS
 EW0351  HISTORY     - 1971     GOOD             NGS
 EW0351  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW0351
 EW0351                          STATION DESCRIPTION
 EW0351
 EW0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0351'2.1 MI N FROM PALMDALE.
 EW0351'2.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0351'FROM THE CROSSING OF PALMDALE BOULEVARD AT PALMDALE, 56 FEET
 EW0351'NORTH OF THE 12TH TELEPHONE POLE NORTH OF MILEPOLE 412, 38.0
 EW0351'FEET WEST OF THE WEST RAIL, 38.3 FEET EAST OF THE EAST EDGE
 EW0351'OF THE ASPHALT SURFACE OF SIERRA HIGHWAY, 2.2 FEET EAST OF A
 EW0351'WITNESS POST 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 EW0351'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 EW0351'PROJECTING 0.5 FOOT ABOVE THE GROUND.  SEC 14, T6N, R 12W
 EW0351
 EW0351                          STATION RECOVERY (1977)
 EW0351
 EW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0351'MARK SEARCHED FOR BUT NOT RECOVERED , BELIEVED TO HAVE BEEN DESTROYED
 EW0351'BY LAND EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0813 ***********************************************************************
 JT0813  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0813  DESIGNATION -  T 736
 JT0813  PID         -  JT0813
 JT0813  STATE/COUNTY-  CA/MARIN
 JT0813  USGS QUAD   -  NOVATO (1980)
 JT0813
 JT0813                         *CURRENT SURVEY CONTROL
 JT0813  ___________________________________________________________________
 JT0813* NAD 83(1986)-  38 03 24.     (N)    122 30 46.     (W)     SCALED    
 JT0813* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 JT0813  ___________________________________________________________________
 JT0813  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 JT0813  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0813
 JT0813.The horizontal coordinates were scaled from a topographic map and have
 JT0813.an estimated accuracy of +/- 6 seconds.
 JT0813.
 JT0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0813
 JT0813.The vertical order pertains to the NGVD 29 superseded value.
 JT0813
 JT0813.This Tidal Bench Mark is designated as VM 16199
 JT0813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0813
 JT0813.This Tidal Bench Mark is designated as VM 16232
 JT0813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0813
 JT0813.The geoid height was determined by GEOID09.
 JT0813
 JT0813;                    North         East    Units  Estimated Accuracy
 JT0813;SPC CA 3     -   674,660.    1,823,370.      MT  (+/- 180 meters Scaled)
 JT0813
 JT0813                          SUPERSEDED SURVEY CONTROL
 JT0813
 JT0813  NGVD 29 (??/??/92)    0.545  (m)            1.79   (f) ADJ UNCH    1 2
 JT0813
 JT0813.Superseded values are not recommended for survey control.
 JT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0813.See file dsdata.txt to determine how the superseded data were derived.
 JT0813
 JT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH427122(NAD 83)
 JT0813
 JT0813_MARKER: DB = BENCH MARK DISK
 JT0813_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JT0813_SP_SET: WINDOW SILL OF A HANGAR
 JT0813_STAMPING: T 736 1944
 JT0813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0813+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 JT0813
 JT0813  HISTORY     - Date     Condition        Report By
 JT0813  HISTORY     - 1944     MONUMENTED       USE
 JT0813  HISTORY     - 1956     GOOD             CGS
 JT0813  HISTORY     - 1964     GOOD             CGS
 JT0813  HISTORY     - 20000606 GOOD             NGS
 JT0813
 JT0813                          STATION DESCRIPTION
 JT0813
 JT0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0813'AT HAMILTON.
 JT0813'AT HAMILTON FIELD, AT THE WEST CORNER OF HANGAR NO. 1, IN THE
 JT0813'TOP OF A WATER TABLE, 130 FEET SOUTHWEST OF BENCH MARK 5 (USE),
 JT0813'6.9 FEET NORTHEAST OF THE WEST CORNER OF THE HANGAR, 0.5 FOOT
 JT0813'SOUTHEAST OF THE NORTHWEST EDGE OF A WINDOW SILL, AND 3.0
 JT0813'FEET ABOVE THE GROUND.
 JT0813
 JT0813                          STATION RECOVERY (1964)
 JT0813
 JT0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0813'RECOVERED IN GOOD CONDITION.
 JT0813
 JT0813                          STATION RECOVERY (2000)
 JT0813
 JT0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 JT0813'ABOUT 4 MI SOUTHEAST OF THE CITY OF NOVATO.  FROM THE INTERSECTION
 JT0813'OF HWY 101 AND HWY 37, DRIVE ABOUT 1 MI SOUTH ON HWY 101 TO THE NEXT
 JT0813'EXIT, IGNACIO BLVD/ENTRADA DR AND BEL MARIN KEYS BLVD/HAMILTON FIELD,
 JT0813'FOLLOWING THE SIGNAGE TO HAMILTON FIELD.  AFTER LOOPING AROUND UNDER
 JT0813'THE FREEWAY, TURN RIGHT ON BEL MARIN KEYS BLVD AND DRIVE 0.1 MI,
 JT0813'STAYING IN THE RIGHT, EXIT ONLY, LANE WHICH PROVIDES ACCESS TO HWY 101
 JT0813'NORTH AND NAVE DR.  TURN RIGHT AND CONTINUE STRAIGHT (SOUTH) ON NAVE
 JT0813'DRIVE.  CONTINUE FOR 0.8 MI TO MAIN GATE DR, A T-ROAD LEFT.  TURN LEFT
 JT0813'AND DRIVE 0.5 MI, WHERE THE STREET NAME CHANGES TO PALM DRIVE (AFTER
 JT0813'THE RAILROAD TRACK UNDERCROSSING).  CONTINUE ON PALM DRIVE FOR 0.15
 JT0813'MI, APPROACHING THE TOWN CENTER BUILDING.  BEAR RIGHT (SE) ON SOUTH
 JT0813'PALM DRIVE AND DRIVE 0.1 MI TO HAMILTON PKWY.  TURN RIGHT (SSE) ON
 JT0813'HAMILTON PKWY AND DRIVE FOR 0.3 MI TO A CROSSROAD, SAN PABLO AVENUE.
 JT0813'TURN LEFT AND DRIVE FOR 0.1 TO A CROSSROAD, HANGER (SIC) AVENUE AND
 JT0813'THE ENTRANCE TO THE U.S.  COAST GUARD STATION.  THE ACCESS IS
 JT0813'RESTRICTED- CONTACT THE USCG PACIFIC STRIKE TEAM AT (415) 883-3311.
 JT0813'DRIVE THROUGH THE GATE AND CONTINUE STRAIGHT THROUGH THE PARKING LOT
 JT0813'FOR 0.1 MI, BEARING LEFT PAST THE HANGARS TO THE CENTER OF THE
 JT0813'SOUTHEAST END OF A SOCCER FIELD ON THE LEFT AND NGS MARK USCG HANGAR
 JT0813'STRAIGHT AHEAD.  TURN LEFT AT THE EAST END OF HANGAR 1 AND DRIVE 0.1
 JT0813'MI TO THE BACK, AND TURN LEFT, DRIVING 0.05 MI TO THE NORTHWEST END OF
 JT0813'HANGAR 1 AND THE MARK ON THE LEFT.  THE MARK IS A CGS DISK SET IN THE
 JT0813'WINDOW SILL 3 FT ABOVE GROUND.  IT IS 6.9 FT NE OF THE NW CORNER OF
 JT0813'THE HANGAR, 0.5 FT SE OF THE NW EDGE OF THE WINDOW SILL, 130 FT WSW OF
 JT0813'BENCH MARK 5 USE (PID JT0811).  THE MARK IS SOMEWHAT PAINTED OVER BUT
 JT0813'OTHERWISE IN GOOD CONDITION.  THIS STATION WAS LEVELED IN JUNE, 2000
 JT0813'AS PART OF THE HAMILTON FIELD GEODETIC/TIDAL DATUMS DETERMINATION
 JT0813'STUDY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2251 ***********************************************************************
 GU2251  DESIGNATION -  T 738
 GU2251  PID         -  GU2251
 GU2251  STATE/COUNTY-  CA/SANTA CRUZ
 GU2251  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2251
 GU2251                         *CURRENT SURVEY CONTROL
 GU2251  ___________________________________________________________________
 GU2251* NAD 83(1986)-  36 55 32.     (N)    121 45 49.     (W)     SCALED    
 GU2251* NAVD 88     -        28.31   (+/-2cm)      92.9    (feet)  VERTCON   
 GU2251  ___________________________________________________________________
 GU2251  GEOID HEIGHT-         -33.29  (meters)                     GEOID09
 GU2251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2251
 GU2251.The horizontal coordinates were scaled from a topographic map and have
 GU2251.an estimated accuracy of +/- 6 seconds.
 GU2251.
 GU2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2251
 GU2251.The vertical order pertains to the NGVD 29 superseded value.
 GU2251
 GU2251.The geoid height was determined by GEOID09.
 GU2251
 GU2251;                    North         East    Units  Estimated Accuracy
 GU2251;SPC CA 3     -   547,990.    1,887,410.      MT  (+/- 180 meters Scaled)
 GU2251
 GU2251                          SUPERSEDED SURVEY CONTROL
 GU2251
 GU2251  NGVD 29 (??/??/92)   27.486  (m)           90.18   (f) ADJ UNCH    2 0
 GU2251
 GU2251.Superseded values are not recommended for survey control.
 GU2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2251.See file dsdata.txt to determine how the superseded data were derived.
 GU2251
 GU2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF101873(NAD 83)
 GU2251
 GU2251_MARKER: DB = BENCH MARK DISK
 GU2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2251_STAMPING: T 738 1944
 GU2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2251+STABILITY: SURFACE MOTION
 GU2251
 GU2251  HISTORY     - Date     Condition        Report By
 GU2251  HISTORY     - 1944     MONUMENTED       CGS
 GU2251  HISTORY     - 1976     GOOD             NGS
 GU2251
 GU2251                          STATION DESCRIPTION
 GU2251
 GU2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 GU2251'1.5 MI N FROM WATSONVILLE.
 GU2251'1.5 MILES NORTH ALONG OLD STATE HIGHWAY 1 FROM THE SOUTHERN
 GU2251'PACIFIC CO. RAILROAD STATION AT WATSONVILLE, SANTA CRUZ COUNTY, AT
 GU2251'THE SECOND GATE NORTHWEST OF THE EAST CORNER OF A CEMETERY, 31.4
 GU2251'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTHWEST
 GU2251'OF THE CENTERLINE OF THE ROAD INTO THE CEMENTERY, 5.6 FEET
 GU2251'NORTHEAST OF THE EAST CORNER OF THE SLAB OVER THE GRAVE OF ALBERT
 GU2251'W. CRUSON, 1.3 FEET NORTHWEST OF THE NORTHEAST POST OF THE
 GU2251'CEMETERY GATE, AND 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 GU2251'POST.  AN IRON BENCH-MARK DISK, STAMPED T 738 1944 AND SET IN THE
 GU2251'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 GU2251
 GU2251                          STATION RECOVERY (1976)
 GU2251
 GU2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GU2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0132 ***********************************************************************
 DZ0132  DESIGNATION -  T 739
 DZ0132  PID         -  DZ0132
 DZ0132  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0132  USGS QUAD   -  SANTA MARIA (1982)
 DZ0132
 DZ0132                         *CURRENT SURVEY CONTROL
 DZ0132  ___________________________________________________________________
 DZ0132* NAD 83(1986)-  34 56 43.     (N)    120 25 44.     (W)     SCALED    
 DZ0132* NAVD 88     -        69.14   (+/-2cm)     226.8    (feet)  VERTCON   
 DZ0132  ___________________________________________________________________
 DZ0132  GEOID HEIGHT-         -35.50  (meters)                     GEOID09
 DZ0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0132
 DZ0132.The horizontal coordinates were scaled from a topographic map and have
 DZ0132.an estimated accuracy of +/- 6 seconds.
 DZ0132.
 DZ0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0132
 DZ0132.The vertical order pertains to the NGVD 29 superseded value.
 DZ0132
 DZ0132.The geoid height was determined by GEOID09.
 DZ0132
 DZ0132;                    North         East    Units  Estimated Accuracy
 DZ0132;SPC CA 5     -   663,000.    1,778,160.      MT  (+/- 180 meters Scaled)
 DZ0132
 DZ0132                          SUPERSEDED SURVEY CONTROL
 DZ0132
 DZ0132  NGVD 29 (??/??/92)   68.325  (m)          224.16   (f) ADJ UNCH    1 2
 DZ0132
 DZ0132.Superseded values are not recommended for survey control.
 DZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0132.See file dsdata.txt to determine how the superseded data were derived.
 DZ0132
 DZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD348699(NAD 83)
 DZ0132
 DZ0132_MARKER: DB = BENCH MARK DISK
 DZ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0132_STAMPING: T 739 1945
 DZ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0132+STABILITY: SURFACE MOTION
 DZ0132
 DZ0132  HISTORY     - Date     Condition        Report By
 DZ0132  HISTORY     - 1945     MONUMENTED       CGS
 DZ0132  HISTORY     - 1956     GOOD             CGS
 DZ0132
 DZ0132                          STATION DESCRIPTION
 DZ0132
 DZ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0132'AT HANCOCK FIELD.
 DZ0132'AT HANCOCK FIELD, 20.9 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DZ0132'WESTERNMOST HANGAR, 1.3 FEET SOUTHWEST OF A HANGAR DOOR BRACE,
 DZ0132'0.8 FOOT WEST OF THE WEST END OF THE DOOR RAILS, AND SET IN THE
 DZ0132'TOP OF A CONCRETE POST FLUSH WITH THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW2041 ***********************************************************************
 EW2041  DESIGNATION -  T 740
 EW2041  PID         -  EW2041
 EW2041  STATE/COUNTY-  CA/LOS ANGELES
 EW2041  USGS QUAD   -  BURBANK (1994)
 EW2041
 EW2041                         *CURRENT SURVEY CONTROL
 EW2041  ___________________________________________________________________
 EW2041* NAD 83(1986)-  34 09 39.     (N)    118 17 00.     (W)     SCALED    
 EW2041* NAVD 88     -       141.89   (+/-2cm)     465.5    (feet)  VERTCON   
 EW2041  ___________________________________________________________________
 EW2041  GEOID HEIGHT-         -34.23  (meters)                     GEOID09
 EW2041  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2041
 EW2041.The horizontal coordinates were scaled from a topographic map and have
 EW2041.an estimated accuracy of +/- 6 seconds.
 EW2041.
 EW2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2041
 EW2041.The vertical order pertains to the NGVD 29 superseded value.
 EW2041
 EW2041.The geoid height was determined by GEOID09.
 EW2041
 EW2041;                    North         East    Units  Estimated Accuracy
 EW2041;SPC CA 5     -   573,340.    1,973,870.      MT  (+/- 180 meters Scaled)
 EW2041
 EW2041                          SUPERSEDED SURVEY CONTROL
 EW2041
 EW2041  NGVD 29 (??/??/92)  141.088  (m)          462.89   (f) ADJ UNCH    1 2
 EW2041
 EW2041.Superseded values are not recommended for survey control.
 EW2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2041.See file dsdata.txt to determine how the superseded data were derived.
 EW2041
 EW2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT817807(NAD 83)
 EW2041
 EW2041_MARKER: DB = BENCH MARK DISK
 EW2041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2041_SP_SET: CONCRETE BASE
 EW2041_STAMPING: T 740 1945
 EW2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2041
 EW2041  HISTORY     - Date     Condition        Report By
 EW2041  HISTORY     - 1945     MONUMENTED       CGS
 EW2041  HISTORY     - 1965     GOOD             CGS
 EW2041
 EW2041                          STATION DESCRIPTION
 EW2041
 EW2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EW2041'AT GRAND CENTRAL AIR TERMINAL.
 EW2041'AT THE GRAND CENTRAL AIR TERMINAL, ABOUT 0.3 MILE SOUTHEAST
 EW2041'OF THE ADMINISTRATION BUILDING AND CONTROL TOWER, SET IN THE
 EW2041'SOUTHWEST CORNER OF THE CONCRETE BASE AT THE SOUTHEAST END OF
 EW2041'THE SOUTHEAST-MOST HANGAR, 20.7 FEET SOUTHEAST OF THE SOUTH
 EW2041'CORNER OF HANGAR, 1 FOOT SOUTHWEST OF THE STEEL LEG OF HANGAR
 EW2041'DOOR BRACE, STAMPED T 740 1945.  NOTE-- AIR TERMINAL ABANDONED
 EW2041'TO NEW FACTORIES. MARK PROBABLY DESTROYED OR BURIED BY CONSTRUCTION
 EW2041'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1073 ***********************************************************************
 DC1073  DESIGNATION -  T 741
 DC1073  PID         -  DC1073
 DC1073  STATE/COUNTY-  CA/SAN DIEGO
 DC1073  USGS QUAD   -  LA JOLLA (1975)
 DC1073
 DC1073                         *CURRENT SURVEY CONTROL
 DC1073  ___________________________________________________________________
 DC1073* NAD 83(1986)-  32 52 23.     (N)    117 07 51.     (W)     SCALED    
 DC1073* NAVD 88     -       144.00   (+/-2cm)     472.4    (feet)  VERTCON   
 DC1073  ___________________________________________________________________
 DC1073  GEOID HEIGHT-         -34.34  (meters)                     GEOID09
 DC1073  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1073
 DC1073.The horizontal coordinates were scaled from a topographic map and have
 DC1073.an estimated accuracy of +/- 6 seconds.
 DC1073.
 DC1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1073
 DC1073.The vertical order pertains to the NGVD 29 superseded value.
 DC1073
 DC1073.The geoid height was determined by GEOID09.
 DC1073
 DC1073;                    North         East    Units  Estimated Accuracy
 DC1073;SPC CA 6     -   578,690.    1,917,570.      MT  (+/- 180 meters Scaled)
 DC1073
 DC1073                          SUPERSEDED SURVEY CONTROL
 DC1073
 DC1073  NGVD 29 (??/??/??)  143.350  (m)          470.31   (f) ADJUSTED    1 2
 DC1073
 DC1073.Superseded values are not recommended for survey control.
 DC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1073.See file dsdata.txt to determine how the superseded data were derived.
 DC1073
 DC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS877372(NAD 83)
 DC1073
 DC1073_MARKER: DB = BENCH MARK DISK
 DC1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1073_STAMPING: T 741 1945
 DC1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1073+STABILITY: SURFACE MOTION
 DC1073
 DC1073  HISTORY     - Date     Condition        Report By
 DC1073  HISTORY     - 1945     MONUMENTED       CGS
 DC1073  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC1073
 DC1073                          STATION DESCRIPTION
 DC1073
 DC1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DC1073'AT CAMP KEARNEY.
 DC1073'AT THE CAMP KEARNEY NAVAL AUX. AIR STATION, SET AT THE SOUTHEAST
 DC1073'CORNER OF THE SOUTH WING OF THE CONTROL TOWER AND OPERATIONS
 DC1073'BUILDING, (BLDG. NO. 1), 14.7 FEET NORTHEAST OF THE FLAGPOLE,
 DC1073'1.2 FEET SOUTH OF SOUTHEAST CORNER OF BUILDING.  BRONZE BENCH
 DC1073'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 DC1073'FLUSH WITH THE ASPHALT.
 DC1073
 DC1073                          STATION RECOVERY (1955)
 DC1073
 DC1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DC1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0358 ***********************************************************************
 LU0358  DESIGNATION -  T 742
 LU0358  PID         -  LU0358
 LU0358  STATE/COUNTY-  CA/TEHAMA
 LU0358  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0358
 LU0358                         *CURRENT SURVEY CONTROL
 LU0358  ___________________________________________________________________
 LU0358* NAD 83(1986)-  40 09 20.     (N)    122 15 02.     (W)     SCALED    
 LU0358* NAVD 88     -       104.70   (+/-2cm)     343.5    (feet)  VERTCON   
 LU0358  ___________________________________________________________________
 LU0358  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LU0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0358
 LU0358.This mark is at Red Bluff Airport (RBL)
 LU0358
 LU0358.The horizontal coordinates were scaled from a topographic map and have
 LU0358.an estimated accuracy of +/- 6 seconds.
 LU0358.
 LU0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0358
 LU0358.The vertical order pertains to the NGVD 29 superseded value.
 LU0358
 LU0358.The geoid height was determined by GEOID09.
 LU0358
 LU0358;                    North         East    Units  Estimated Accuracy
 LU0358;SPC CA 1     -   591,330.    1,978,650.      MT  (+/- 180 meters Scaled)
 LU0358
 LU0358                          SUPERSEDED SURVEY CONTROL
 LU0358
 LU0358  NGVD 29 (??/??/92)  103.963  (m)          341.09   (f) ADJ UNCH    1 2
 LU0358
 LU0358.Superseded values are not recommended for survey control.
 LU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0358.See file dsdata.txt to determine how the superseded data were derived.
 LU0358
 LU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK638452(NAD 83)
 LU0358
 LU0358_MARKER: DB = BENCH MARK DISK
 LU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0358_STAMPING: T 742 1944
 LU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0358+STABILITY: SURFACE MOTION
 LU0358
 LU0358  HISTORY     - Date     Condition        Report By
 LU0358  HISTORY     - 1944     MONUMENTED       CGS
 LU0358  HISTORY     - 1954     GOOD             CGS
 LU0358
 LU0358                          STATION DESCRIPTION
 LU0358
 LU0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0358'AT BIDWELL.
 LU0358'AT BIDWELL AIRPORT, TEHAMA COUNTY, 40.5 FEET SOUTH-SOUTHWEST OF
 LU0358'THE CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE CONTROL
 LU0358'TOWER, 28.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LU0358'ADMINISTRATION BUILDING, 5.1 FEET EAST OF THE EAST EDGE OF THE
 LU0358'CONCRETE APRON, AND IN THE CENTER OF A PICKET-FENCED PEN FOR
 LU0358'THE WEATHER BUREAU MEASURING INSTRUMENTS.  NOTE-- THERE IS NO
 LU0358'CONTROL TOWER AT THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0928 ***********************************************************************
 KS0928  DESIGNATION -  T 743
 KS0928  PID         -  KS0928
 KS0928  STATE/COUNTY-  CA/YUBA
 KS0928  USGS QUAD   -  OLIVEHURST (1973)
 KS0928
 KS0928                         *CURRENT SURVEY CONTROL
 KS0928  ___________________________________________________________________
 KS0928* NAD 83(1986)-  39 07 20.     (N)    121 33 53.     (W)     SCALED    
 KS0928* NAVD 88     -        22.328  (meters)      73.25   (feet)  ADJUSTED  
 KS0928  ___________________________________________________________________
 KS0928  GEOID HEIGHT-         -29.29  (meters)                     GEOID09
 KS0928  DYNAMIC HT  -          22.315 (meters)      73.21  (feet)  COMP
 KS0928  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KS0928
 KS0928  VERT ORDER  -  FIRST     CLASS II
 KS0928
 KS0928.The horizontal coordinates were scaled from a topographic map and have
 KS0928.an estimated accuracy of +/- 6 seconds.
 KS0928.
 KS0928.The orthometric height was determined by differential leveling and
 KS0928.adjusted in June 1991.
 KS0928
 KS0928.WARNING-Repeat measurements at this control monument indicate possible
 KS0928.vertical movement.
 KS0928
 KS0928.The geoid height was determined by GEOID09.
 KS0928
 KS0928.The dynamic height is computed by dividing the NAVD 88
 KS0928.geopotential number by the normal gravity value computed on the
 KS0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0928.degrees latitude (g = 980.6199 gals.).
 KS0928
 KS0928.The modeled gravity was interpolated from observed gravity values.
 KS0928
 KS0928;                    North         East    Units  Estimated Accuracy
 KS0928;SPC CA 2     -   661,670.    2,037,640.      MT  (+/- 180 meters Scaled)
 KS0928
 KS0928                          SUPERSEDED SURVEY CONTROL
 KS0928
 KS0928  NGVD 29 (??/??/??)   21.656  (m)           71.05   (f) ADJUSTED    1 2
 KS0928
 KS0928.Superseded values are not recommended for survey control.
 KS0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0928.See file dsdata.txt to determine how the superseded data were derived.
 KS0928
 KS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ240313(NAD 83)
 KS0928
 KS0928_MARKER: DB = BENCH MARK DISK
 KS0928_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KS0928+WITH SETTING: PAVEMENT
 KS0928_SP_SET: FOUNDATION
 KS0928_STAMPING: T 743 1944
 KS0928_MARK LOGO: CGS   
 KS0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0928+STABILITY: SURFACE MOTION
 KS0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0928+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0928
 KS0928  HISTORY     - Date     Condition        Report By
 KS0928  HISTORY     - 1944     MONUMENTED       CGS
 KS0928  HISTORY     - 1948     GOOD             CGS
 KS0928  HISTORY     - 19880809 GOOD             NGS
 KS0928  HISTORY     - 20040311 GOOD             CADT
 KS0928
 KS0928                          STATION DESCRIPTION
 KS0928
 KS0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0928'1.8 MI SE FROM MARYSVILLE.
 KS0928'ABOUT 1-3/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO.
 KS0928'RAILROAD FROM THE STATION AT MARYSVILLE, YUBA COUNTY, ABOUT
 KS0928'3/4 MILE SOUTHEAST OF THE SOUTHEAST END OF THE YUBA RIVER
 KS0928'BRIDGE, AT RUPERT SIDING, ABOUT 120 FEET SOUTHEAST OF THE CENTER
 KS0928'LINE OF A PAVED ROAD, 31.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KS0928'THE MAIN TRACK, IN THE TOP OF A 4- BY 9-FOOT CONCRETE FOUNDATION
 KS0928'FOR A LOADING CRANE, AND ABOUT LEVEL WITH THE BASE OF THE RAILS.
 KS0928
 KS0928                          STATION RECOVERY (1988)
 KS0928
 KS0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0928'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM
 KS0928'(1.85 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KS0928'STATION IN MARYSVILLE, IN THE SOUTHERN END OF A 4 BY 9 FOOT ABANDONED
 KS0928'CONCRETE FOUNDATION OF A CRANE, 36.7 M (120.4 FT) SOUTHEAST OF THE
 KS0928'EXTENDED CENTER OF HAMMONTON ROAD, 10.2 M (33.5 FT) NORTHEAST OF THE
 KS0928'NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE GROUND LEVEL.
 KS0928
 KS0928                          STATION RECOVERY (2004)
 KS0928
 KS0928'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0825 ***********************************************************************
 JS0825  DESIGNATION -  T 744
 JS0825  PID         -  JS0825
 JS0825  STATE/COUNTY-  CA/SACRAMENTO
 JS0825  USGS QUAD   -  CARMICHAEL (1992)
 JS0825
 JS0825                         *CURRENT SURVEY CONTROL
 JS0825  ___________________________________________________________________
 JS0825* NAD 83(1986)-  38 34 38.     (N)    121 18 23.     (W)     SCALED    
 JS0825* NAVD 88     -        25.97   (+/-2cm)      85.2    (feet)  VERTCON   
 JS0825  ___________________________________________________________________
 JS0825  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 JS0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0825
 JS0825.The horizontal coordinates were scaled from a topographic map and have
 JS0825.an estimated accuracy of +/- 6 seconds.
 JS0825.
 JS0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0825
 JS0825.The vertical order pertains to the NGVD 29 superseded value.
 JS0825
 JS0825.The geoid height was determined by GEOID09.
 JS0825
 JS0825;                    North         East    Units  Estimated Accuracy
 JS0825;SPC CA 2     -   601,310.    2,060,440.      MT  (+/- 180 meters Scaled)
 JS0825
 JS0825                          SUPERSEDED SURVEY CONTROL
 JS0825
 JS0825  NGVD 29 (??/??/92)   25.218  (m)           82.74   (f) ADJ UNCH    2 0
 JS0825
 JS0825.Superseded values are not recommended for survey control.
 JS0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0825.See file dsdata.txt to determine how the superseded data were derived.
 JS0825
 JS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH475712(NAD 83)
 JS0825
 JS0825_MARKER: DB = BENCH MARK DISK
 JS0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0825_STAMPING: T 744 1945
 JS0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0825+STABILITY: SURFACE MOTION
 JS0825
 JS0825  HISTORY     - Date     Condition        Report By
 JS0825  HISTORY     - 1945     MONUMENTED       CGS
 JS0825  HISTORY     - 1967     MARK NOT FOUND   USGS
 JS0825
 JS0825                          STATION DESCRIPTION
 JS0825
 JS0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0825'5.5 MI NE FROM PERKINS.
 JS0825'5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JS0825'HIGHWAYS AT PERKINS, THENCE, 0.7 MILE SOUTH ALONG PAVED ROAD TO
 JS0825'MATHER FIELD, 0.65 MILE NORTHWEST OF MAIN ENTRANCE TO THE AIRPORT,
 JS0825'AT THE JUNCTION OF TRUCK ROAD TO THE AIRPORT, 325.0 FEET SOUTHEAST
 JS0825'OF CENTER OF POINT WHERE THE EAST EDGE OF PAVEMENT FOR TRUCK
 JS0825'HIGHWAY MEETS THE SOUTHWEST EDGE OF DRIVE TO THE MAIN ENTRANCE,
 JS0825'39.4 FEET SOUTH OF THE CENTER OF THE TOP OF THE SOUTHWEST
 JS0825'HEADWALL FOR 18-INCH GALVANIZED PIPE CULVERT NO. 35+89, 42.3
 JS0825'FEET SOUTHWEST OF THE CENTER-LINE OF THE MAIN DRIVE, 1.5 FEET
 JS0825'NORTHWEST OF REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 JS0825'PROJECTING 0.3 FOOT ABOVE THE GROUND.  AN IRON BENCH-MARK DISK,
 JS0825'STAMPED T 744 1945.
 JS0825
 JS0825                          STATION RECOVERY (1967)
 JS0825
 JS0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JS0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0357 ***********************************************************************
 EW0357  DESIGNATION -  T 747
 EW0357  PID         -  EW0357
 EW0357  STATE/COUNTY-  CA/LOS ANGELES
 EW0357  USGS QUAD   -  PALMDALE (1974)
 EW0357
 EW0357                         *CURRENT SURVEY CONTROL
 EW0357  ___________________________________________________________________
 EW0357* NAD 83(1986)-  34 37 12.     (N)    118 05 02.     (W)     SCALED    
 EW0357* NAVD 88     -       771.10   (+/-2cm)    2529.9    (feet)  VERTCON   
 EW0357  ___________________________________________________________________
 EW0357  GEOID HEIGHT-         -32.18  (meters)                     GEOID09
 EW0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0357
 EW0357.This mark is at Palmdale Prod Fl/test Installation Af Pl Airport (PMD)
 EW0357
 EW0357.The horizontal coordinates were scaled from a topographic map and have
 EW0357.an estimated accuracy of +/- 6 seconds.
 EW0357.
 EW0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0357
 EW0357.The vertical order pertains to the NGVD 29 superseded value.
 EW0357
 EW0357.The geoid height was determined by GEOID09.
 EW0357
 EW0357;                    North         East    Units  Estimated Accuracy
 EW0357;SPC CA 5     -   624,240.    1,992,310.      MT  (+/- 180 meters Scaled)
 EW0357
 EW0357                          SUPERSEDED SURVEY CONTROL
 EW0357
 EW0357  NGVD 29 (??/??/92)  770.244  (m)         2527.04   (f) ADJ UNCH    1 2
 EW0357
 EW0357.Superseded values are not recommended for survey control.
 EW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0357.See file dsdata.txt to determine how the superseded data were derived.
 EW0357
 EW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU006314(NAD 83)
 EW0357
 EW0357_MARKER: DB = BENCH MARK DISK
 EW0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0357_SP_SET: PILLAR
 EW0357_STAMPING: T 747 1945
 EW0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0357
 EW0357  HISTORY     - Date     Condition        Report By
 EW0357  HISTORY     - 1945     MONUMENTED       CGS
 EW0357  HISTORY     - 1961     GOOD             CGS
 EW0357  HISTORY     - 1975     GOOD             NGS
 EW0357
 EW0357                          STATION DESCRIPTION
 EW0357
 EW0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW0357'4.6 MI NE FROM PALMDALE.
 EW0357'1.6 MILES NORTH ALONG THE SOUTHER PACIFIC COMPANY RAILROAD
 EW0357'FROM THE STATION AT PALMDALE, THENCE 1.5 MILES EAST ALONG
 EW0357'AVENUE P, THENCE 0.5 MILE NORTH ALONG 20TH STREET EAST, THENCE
 EW0357'1.0 MILE NORTHEAST ACROSS COUNTRY, AT AIR FORCE PLANT 42, AT THE
 EW0357'SOUTH CORNER OF THE MAINTENANCE HANGAR, SET VERTICALLY IN THE
 EW0357'SOUTHWEST FACE OF A CONCRETE PILLAR SUPPORTING THE SOUTH
 EW0357'CORNER OF HANGAR, 1.6 FEET NORTHWEST OF THE SOUTH CORNER OF
 EW0357'HANGAR, 1.1 FEET SOUTHEAST OF THE NORTHWEST EDGE OF CONCRETE
 EW0357'PILLAR, AND 3.8 FEET ABOVE THE GROUND.
 EW0357
 EW0357                          STATION RECOVERY (1975)
 EW0357
 EW0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EW0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1944 ***********************************************************************
 DX1944  DESIGNATION -  T 748
 DX1944  PID         -  DX1944
 DX1944  STATE/COUNTY-  CA/ORANGE
 DX1944  USGS QUAD   -  TUSTIN (1981)
 DX1944
 DX1944                         *CURRENT SURVEY CONTROL
 DX1944  ___________________________________________________________________
 DX1944* NAD 83(1986)-  33 40 22.     (N)    117 52 17.     (W)     SCALED    
 DX1944* NAVD 88     -        15.42   (+/-2cm)      50.6    (feet)  VERTCON   
 DX1944  ___________________________________________________________________
 DX1944  GEOID HEIGHT-         -35.01  (meters)                     GEOID09
 DX1944  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1944
 DX1944.This mark is at John Wayne Airport/orange Co  (SNA)
 DX1944
 DX1944.The horizontal coordinates were scaled from a topographic map and have
 DX1944.an estimated accuracy of +/- 6 seconds.
 DX1944.
 DX1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1944
 DX1944.The vertical order pertains to the NGVD 29 superseded value.
 DX1944
 DX1944.The geoid height was determined by GEOID09.
 DX1944
 DX1944;                    North         East    Units  Estimated Accuracy
 DX1944;SPC CA 6     -   668,200.    1,849,650.      MT  (+/- 180 meters Scaled)
 DX1944
 DX1944                          SUPERSEDED SURVEY CONTROL
 DX1944
 DX1944  NGVD 29 (??/??/92)   14.72   (m)           48.3    (f) COMPUTED    1 2
 DX1944
 DX1944.Superseded values are not recommended for survey control.
 DX1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1944.See file dsdata.txt to determine how the superseded data were derived.
 DX1944
 DX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT192262(NAD 83)
 DX1944
 DX1944_MARKER: DD = SURVEY DISK
 DX1944_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1944_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1944_STAMPING: T 748 1945
 DX1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1944
 DX1944  HISTORY     - Date     Condition        Report By
 DX1944  HISTORY     - 1945     MONUMENTED       CA-059
 DX1944  HISTORY     - 1971     GOOD             NGS
 DX1944  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1944
 DX1944                          STATION DESCRIPTION
 DX1944
 DX1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DX1944'AT ORANGE COUNTY AIRPORT.
 DX1944'THE MARK IS LOCATED ON THE WEST BOUNDRY OF THE ORANGE COUNTY
 DX1944'AIRPORT, APPROXIMATELY 1100 FEET SOUTHWEST OF THE SOUTHWEST
 DX1944'CORNER OF RUNWAY 1L-19R, 1 FOOT WEST OF A CHAIN-LINK FENCE ON
 DX1944'THE AIRPORT BOUNDRY, 3 FEET SOUTHWEST OF THE NORTH END OF THE
 DX1944'SOUTHWEST CORNER OF A ROCK HEAD WALL FOR A DRAINAGE DITCH
 DX1944'CULVERT, 1.5 FEET EAST OF A WITNESS POST, 0.3 FEET WEST OF A
 DX1944'WITNESS POST AND 1.0 FEET UNDERGROUND.  THE MARK IS A BRASS
 DX1944'CAP BRAZED ON THE TOP OF A 1 INCH IRON PIPE.
 DX1944
 DX1944                          STATION RECOVERY (1977)
 DX1944
 DX1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1944'PROBABLY COVERED OR DESTROYED WHEN AIRPORT RUNWAY WAS MODIFIED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0591 ***********************************************************************
 DW0591  DESIGNATION -  T 751
 DW0591  PID         -  DW0591
 DW0591  STATE/COUNTY-  CA/RIVERSIDE
 DW0591  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0591
 DW0591                         *CURRENT SURVEY CONTROL
 DW0591  ___________________________________________________________________
 DW0591* NAD 83(1992)-  33 45 13.18701(N)    115 21 08.21899(W)     ADJUSTED  
 DW0591* NAVD 88     -       178.85   (+/-2cm)     586.8    (feet)  VERTCON   
 DW0591  ___________________________________________________________________
 DW0591  EPOCH DATE  -        1991.35
 DW0591  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC09
 DW0591  GEOID HEIGHT-         -32.79  (meters)                     GEOID09
 DW0591  HORZ ORDER  -  SECOND
 DW0591  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0591
 DW0591.The horizontal coordinates were established by classical geodetic methods
 DW0591.and adjusted by the National Geodetic Survey in June 1996.
 DW0591.
 DW0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0591
 DW0591.The vertical order pertains to the NGVD 29 superseded value.
 DW0591
 DW0591.The Laplace correction was computed from DEFLEC09 derived deflections.
 DW0591
 DW0591.The geoid height was determined by GEOID09.
 DW0591
 DW0591;                    North         East     Units Scale Factor Converg.
 DW0591;SPC CA 6     -   676,363.173 2,083,171.405   MT  0.99998089   +0 29 35.9
 DW0591;SPC CA 6     - 2,219,034.84  6,834,538.18   sFT  0.99998089   +0 29 35.9
 DW0591;UTM  11      - 3,736,062.619   652,609.026   MT  0.99988712   +0 54 56.5
 DW0591
 DW0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0591!SPC CA 6     -   0.99997707  x   0.99998089  =   0.99995796
 DW0591!UTM  11      -   0.99997707  x   0.99988712  =   0.99986419
 DW0591
 DW0591                          SUPERSEDED SURVEY CONTROL
 DW0591
 DW0591  NAD 83(1992)-  33 45 13.18702(N)    115 21 08.22105(W) AD(1984.00) 2
 DW0591  NAD 83(1986)-  33 45 13.19555(N)    115 21 08.22203(W) AD(1984.00) 2
 DW0591  NAD 27      -  33 45 13.12800(N)    115 21 05.29400(W) AD(       ) 2
 DW0591  NGVD 29 (??/??/??)  178.174  (m)          584.56   (f) ADJUSTED    1 2
 DW0591
 DW0591.Superseded values are not recommended for survey control.
 DW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0591.See file dsdata.txt to determine how the superseded data were derived.
 DW0591
 DW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT5260936062(NAD 83)
 DW0591
 DW0591_MARKER: DB = BENCH MARK DISK
 DW0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0591_STAMPING: T 751 1945
 DW0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0591+STABILITY: SURFACE MOTION
 DW0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0591+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2010
 DW0591
 DW0591  HISTORY     - Date     Condition        Report By
 DW0591  HISTORY     - 1945     MONUMENTED       CGS
 DW0591  HISTORY     - 1948     GOOD             CGS
 DW0591  HISTORY     - 1985     GOOD             USGS
 DW0591  HISTORY     - 20100811 GOOD             SMCSS
 DW0591
 DW0591                          STATION DESCRIPTION
 DW0591
 DW0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0591'3.8 MI NE FROM DESERT CENTER.
 DW0591'ALONG DESERT CENTER - RICE HIGHWAY, 3.8 MILES NORTHEAST OF
 DW0591'JUNCTION OF HIGHWAYS AT DESERT CENTER, 0.5 MILE SOUTHWEST OF
 DW0591'JUNCTION OF PAVED DRIVE LEADING TO DESERT CENTER ARMY AIR FIELD
 DW0591'AND IN LINE WITH ROW OF TELEPHONE POLES, 252.0 FEET NORTHEAST
 DW0591'OF WASH AND DIP IN HIGHWAY, 40.6 FEET SOUTHEAST OF CENTERLINE
 DW0591'OF HIGHWAY, 4.6 FEET NORTHEAST OF TELEPHONE POLE PAINTED BM
 DW0591'(POLE NO. L-26 170), 2.0 FEET SOUTHWEST OF REFERENCE POST, SET
 DW0591'IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  AN
 DW0591'IRON BENCH-MARK DISK, STAMPED T 751 1945.
 DW0591
 DW0591                          STATION RECOVERY (1948)
 DW0591
 DW0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 DW0591'MARK IS A U.S.C. AND G.S. BENCH MARK SET IN THE TOP OF AN 8 INCH
 DW0591'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES, IS SET ON THE OPPOSITE
 DW0591'SIDE OF THE OILED ROAD FROM THE STATION MARK, 12 PACES SOUTHEAST OF
 DW0591'THE ROAD, 5 FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET
 DW0591'SOUTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED T 751 1945.
 DW0591'(MARK ALSO SERVES AS RM 3 FOR STATION CORONA.)
 DW0591
 DW0591                          STATION RECOVERY (1985)
 DW0591
 DW0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0591'4.0 MILES NORTHEAST ALONG HIGHWAY 177 FROM THE DESERT TURNOFF ON I-10
 DW0591'0.65 MILE SOUTHWEST OF ROAD TO DESERT CENTER AIRPORT, 0.15 MILE
 DW0591'NORTHEAST OF DOUBLE WOOD POLE POWER LINE CROSSING HIGHWAY, 40.6 FEET
 DW0591'SOUTHEASAT OF CENTERLINE OF HIGHWAY, 2.0 FEET SOUTHWEST OF REFERENCE
 DW0591'POST, IN ROW OF OLEANDER, ABOUT 0.8 FEET UNDERGROUND SET IN TOP OF
 DW0591'CONCRETE POST, A USC AND GS STEEL TABLET STAMPED 'T 751 1945'.
 DW0591
 DW0591                          STATION RECOVERY (2010)
 DW0591
 DW0591'RECOVERY NOTE BY SMITH AND COMPANY SURVEYING SRV INC 2010 (EG)
 DW0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0726 ***********************************************************************
 EV0726  DESIGNATION -  T 752
 EV0726  PID         -  EV0726
 EV0726  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0726  USGS QUAD   -  MINNEOLA (1971)
 EV0726
 EV0726                         *CURRENT SURVEY CONTROL
 EV0726  ___________________________________________________________________
 EV0726* NAD 83(1986)-  34 51 00.     (N)    116 47 58.     (W)     SCALED    
 EV0726* NAVD 88     -       590.407  (meters)    1937.03   (feet)  ADJUSTED  
 EV0726  ___________________________________________________________________
 EV0726  GEOID HEIGHT-         -31.44  (meters)                     GEOID09
 EV0726  DYNAMIC HT  -         589.741 (meters)    1934.84  (feet)  COMP
 EV0726  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 EV0726  OBS GRAVITY -     979,493.7   (mgal)                       GRAV_OBS
 EV0726
 EV0726  VERT ORDER  -  FIRST     CLASS I
 EV0726
 EV0726.The horizontal coordinates were scaled from a topographic map and have
 EV0726.an estimated accuracy of +/- 6 seconds.
 EV0726.
 EV0726.The orthometric height was determined by differential leveling and
 EV0726.adjusted in June 1991.
 EV0726
 EV0726.The geoid height was determined by GEOID09.
 EV0726
 EV0726.The dynamic height is computed by dividing the NAVD 88
 EV0726.geopotential number by the normal gravity value computed on the
 EV0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0726.degrees latitude (g = 980.6199 gals.).
 EV0726
 EV0726.The modeled gravity was interpolated from observed gravity values.
 EV0726
 EV0726.The observed gravity was obtained from relative gravimeter ties
 EV0726.to the IGSN71 gravity network.
 EV0726
 EV0726;                    North         East    Units  Estimated Accuracy
 EV0726;SPC CA 5     -   650,400.    2,109,790.      MT  (+/- 180 meters Scaled)
 EV0726
 EV0726                          SUPERSEDED SURVEY CONTROL
 EV0726
 EV0726  NGVD 29 (??/??/92)  589.668  (m)         1934.60   (f) ADJ UNCH    1 1
 EV0726
 EV0726.Superseded values are not recommended for survey control.
 EV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0726.See file dsdata.txt to determine how the superseded data were derived.
 EV0726
 EV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU183564(NAD 83)
 EV0726
 EV0726_MARKER: DB = BENCH MARK DISK
 EV0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0726_STAMPING: T 752 1945
 EV0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0726+STABILITY: SURFACE MOTION
 EV0726
 EV0726  HISTORY     - Date     Condition        Report By
 EV0726  HISTORY     - 1945     MONUMENTED       CGS
 EV0726  HISTORY     - 1974     GOOD             NGS
 EV0726  HISTORY     - 1977     GOOD             NGS
 EV0726
 EV0726                          STATION DESCRIPTION
 EV0726
 EV0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0726'5.3 MI E FROM DAGGETT.
 EV0726'5.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0726'FROM THE CROSSING OF DAGGETT-YERMO ROAD AT DAGGETT, 10 1/2 POLES
 EV0726'EAST OF MILEPOST 733, 0.2 MILE EAST OF THE CROSSING OF HIDDEN
 EV0726'SPRINGS ROAD, AT THE FORMER ENTRANCE TO THE BARSTOW-DAGGETT
 EV0726'AIRPORT, 134.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 EV0726'137 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF AN ASPHALT
 EV0726'ROAD NORTH, 137 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF AN
 EV0726'ASPHALT ROAD NORTH, 198 FEET NORTH-NORTHEAST AND ACROSS THE
 EV0726'TRACK FROM TELEPHONE POLE 142-20, 1.5 FEET SOUTH OF THE SOUTH
 EV0726'BOUNDARY FENCE OF THE AIRPORT, 29 FEET NORTH OF THE CENTER
 EV0726'LINE OF A GRAVELED ROAD, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 EV0726'4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 EV0726'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 29, T 9 N, R 2 E.
 EV0726
 EV0726                          STATION RECOVERY (1977)
 EV0726
 EV0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX0653 ***********************************************************************
 DX0653  DESIGNATION -  T 753
 DX0653  PID         -  DX0653
 DX0653  STATE/COUNTY-  CA/RIVERSIDE
 DX0653  USGS QUAD   -  INDIO (1972)
 DX0653
 DX0653                         *CURRENT SURVEY CONTROL
 DX0653  ___________________________________________________________________
 DX0653* NAD 83(1986)-  33 38 05.     (N)    116 09 42.     (W)     SCALED    
 DX0653* NAVD 88     -       -35.81   (+/-2cm)    -117.5    (feet)  VERTCON   
 DX0653  ___________________________________________________________________
 DX0653  GEOID HEIGHT-         -33.32  (meters)                     GEOID09
 DX0653  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0653
 DX0653.This mark is at Thermal Airport (TRM)
 DX0653
 DX0653.The horizontal coordinates were scaled from a topographic map and have
 DX0653.an estimated accuracy of +/- 6 seconds.
 DX0653.
 DX0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0653
 DX0653.The vertical order pertains to the NGVD 29 superseded value.
 DX0653
 DX0653.The geoid height was determined by GEOID09.
 DX0653
 DX0653;                    North         East    Units  Estimated Accuracy
 DX0653;SPC CA 6     -   662,820.    2,008,200.      MT  (+/- 180 meters Scaled)
 DX0653
 DX0653                          SUPERSEDED SURVEY CONTROL
 DX0653
 DX0653  NGVD 29 (??/??/??)  -36.496  (m)         -119.74   (f) ADJUSTED    1 2
 DX0653
 DX0653.Superseded values are not recommended for survey control.
 DX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0653.See file dsdata.txt to determine how the superseded data were derived.
 DX0653
 DX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT777219(NAD 83)
 DX0653
 DX0653_MARKER: DB = BENCH MARK DISK
 DX0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0653_STAMPING: T 753 1945
 DX0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0653+STABILITY: SURFACE MOTION
 DX0653
 DX0653  HISTORY     - Date     Condition        Report By
 DX0653  HISTORY     - 1945     MONUMENTED       CGS
 DX0653  HISTORY     - 1956     GOOD             CGS
 DX0653  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DX0653
 DX0653                          STATION DESCRIPTION
 DX0653
 DX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DX0653'2 MI W FROM THERMAL.
 DX0653'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DX0653'FROM THE STATION AT THERMAL, THENCE 1.5 MILES WEST ALONG AVENUE
 DX0653'56, THENCE 0.4 MILE SOUTH ALONG TYLER STREET, AT THE RIVERSIDE
 DX0653'COUNTY AIRPORT (FORMERLY THE THERMAL NAVAL AIR FACILITY), AT AN
 DX0653'ABANDONED WOODEN CONTROL TOWER, IN THE TOP OF THE NORTHEAST
 DX0653'CORNER OF THE CONCRETE FOUNDATION FOR THE NORTHEAST WOODEN LEG,
 DX0653'0.25 MILE SOUTHEAST OF BENCH MARK S 753, AND ABOUT 1/2 FOOT
 DX0653'ABOVE THE GROUND.
 DX0653
 DX0653                          STATION RECOVERY (1989)
 DX0653
 DX0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1552 ***********************************************************************
 HS1552  DESIGNATION -  T 84
 HS1552  PID         -  HS1552
 HS1552  STATE/COUNTY-  CA/MERCED
 HS1552  USGS QUAD   -  ATWATER (1987)
 HS1552
 HS1552                         *CURRENT SURVEY CONTROL
 HS1552  ___________________________________________________________________
 HS1552* NAD 83(1986)-  37 20 43.     (N)    120 36 27.     (W)     SCALED    
 HS1552* NAVD 88     -        46.28   (+/-2cm)     151.8    (feet)  VERTCON   
 HS1552  ___________________________________________________________________
 HS1552  GEOID HEIGHT-         -31.92  (meters)                     GEOID09
 HS1552  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1552
 HS1552.The horizontal coordinates were scaled from a topographic map and have
 HS1552.an estimated accuracy of +/- 6 seconds.
 HS1552.
 HS1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1552
 HS1552.The vertical order pertains to the NGVD 29 superseded value.
 HS1552
 HS1552.The geoid height was determined by GEOID09.
 HS1552
 HS1552;                    North         East    Units  Estimated Accuracy
 HS1552;SPC CA 3     -   593,820.    1,990,480.      MT  (+/- 180 meters Scaled)
 HS1552
 HS1552                          SUPERSEDED SURVEY CONTROL
 HS1552
 HS1552  NGVD 29 (??/??/92)   45.526  (m)          149.36   (f) ADJ UNCH    1 2
 HS1552
 HS1552.Superseded values are not recommended for survey control.
 HS1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1552.See file dsdata.txt to determine how the superseded data were derived.
 HS1552
 HS1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG119358(NAD 83)
 HS1552
 HS1552_MARKER: DB = BENCH MARK DISK
 HS1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1552_STAMPING: T 84 1930 149.724
 HS1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1552+STABILITY: SURFACE MOTION
 HS1552
 HS1552  HISTORY     - Date     Condition        Report By
 HS1552  HISTORY     - 1930     MONUMENTED       CGS
 HS1552  HISTORY     - 1958     GOOD             CGS
 HS1552  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1552
 HS1552                          STATION DESCRIPTION
 HS1552
 HS1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1552'AT ATWATER.
 HS1552'AT ATWATER, MERCED COUNTY, AT THE FIRST STREET JUNCTION
 HS1552'SOUTHEAST OF THE SOUTHERN PACIFIC CO. RAILROAD STATION, 157 FEET
 HS1552'EAST-SOUTHEAST OF THE EAST CORNER OF THE STATION PLATFORM, IN
 HS1552'AN OPEN AREA USED BY CARS AND TRUCKS, 110 FEET NORTHEAST OF THE
 HS1552'NORTHEAST RAIL OF THE MAIN TRACK, 47.9 FEET WEST OF THE JUNCTION
 HS1552'OF THE CENTERLINE OF U.S. HIGHWAY 99 (ATWATER BOULEVARD) AND
 HS1552'SECOND STREET, 32.9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HS1552'HIGHWAY, 4.3 FEET NORTHWEST OF A POWER POLE, AND 1.2 FEET
 HS1552'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HS1552'STAMPED 149.724 T84 1930 AND SET IN THE TOP OF A CONCRETE POST
 HS1552'PROJECTING 0.1 FOOT ABOVE GROUND.
 HS1552
 HS1552                          STATION RECOVERY (1988)
 HS1552
 HS1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1552'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0263 ***********************************************************************
 HT0263  DESIGNATION -  TABLE
 HT0263  PID         -  HT0263
 HT0263  STATE/COUNTY-  CA/ALAMEDA
 HT0263  USGS QUAD   -  SAN LEANDRO (1993)
 HT0263
 HT0263                         *CURRENT SURVEY CONTROL
 HT0263  ___________________________________________________________________
 HT0263* NAD 83(2007)-  37 43 21.91564(N)    122 12 17.72067(W)     ADJUSTED  
 HT0263* NAVD 88     -         1.22   (meters)       4.0    (feet)  LEVELING  
 HT0263  ___________________________________________________________________
 HT0263  EPOCH DATE  -        2007.00
 HT0263  X           -  -2,692,080.571 (meters)                     COMP
 HT0263  Y           -  -4,274,137.012 (meters)                     COMP
 HT0263  Z           -   3,881,130.053 (meters)                     COMP
 HT0263  LAPLACE CORR-           2.28  (seconds)                    DEFLEC09
 HT0263  ELLIP HEIGHT-         -31.155 (meters)          (02/10/07) ADJUSTED
 HT0263  GEOID HEIGHT-         -32.46  (meters)                     GEOID09
 HT0263
 HT0263  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HT0263  Type    PID    Designation                      North   East  Ellip
 HT0263  -------------------------------------------------------------------
 HT0263  NETWORK HT0263 TABLE                             0.80   1.61   7.37
 HT0263  -------------------------------------------------------------------
 HT0263  VERT ORDER  -  THIRD
 HT0263
 HT0263.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0263
 HT0263.The horizontal coordinates were established by GPS observations
 HT0263.and adjusted by the National Geodetic Survey in February 2007.
 HT0263
 HT0263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 HT0263.See National Readjustment for more information. 
 HT0263
 HT0263.The horizontal coordinates are valid at the epoch date displayed above
 HT0263.which is a decimal equivalence of Year/Month/Day.
 HT0263
 HT0263.The orthometric height was determined by differential leveling.
 HT0263.The vertical network tie was performed by a horz. field party for horz.
 HT0263.obs reductions. Reset procedures were used to establish the elevation.
 HT0263
 HT0263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HT0263
 HT0263.The Laplace correction was computed from DEFLEC09 derived deflections.
 HT0263
 HT0263.The ellipsoidal height was determined by GPS observations
 HT0263.and is referenced to NAD 83.
 HT0263
 HT0263.The geoid height was determined by GEOID09.
 HT0263
 HT0263;                    North         East     Units Scale Factor Converg.
 HT0263;SPC CA 3     -   637,071.318 1,849,709.406   MT  0.99992930   -1 02 37.7
 HT0263;SPC CA 3     - 2,090,124.82  6,068,588.28   sFT  0.99992930   -1 02 37.7
 HT0263;UTM  10      - 4,175,352.227   570,068.240   MT  0.99966047   +0 29 11.3
 HT0263
 HT0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT0263!SPC CA 3     -   1.00000489  x   0.99992930  =   0.99993419
 HT0263!UTM  10      -   1.00000489  x   0.99966047  =   0.99966536
 HT0263
 HT0263:                Primary Azimuth Mark                     Grid Az
 HT0263:SPC CA 3     -  OAKLAND P G AND E GAS HOLDER             350 07 15.2
 HT0263:UTM  10      -  OAKLAND P G AND E GAS HOLDER             348 35 26.2
 HT0263
 HT0263|---------------------------------------------------------------------|
 HT0263| PID    Reference Object                     Distance      Geod. Az  |
 HT0263|                                                           dddmmss.s |
 HT0263| HT0262 TABLE RM 1                           21.910 METERS 01819     |
 HT0263| HT0261 TABLE RM 2                           21.080 METERS 10815     |
 HT0263| HT2706 OAKLAND MUN APT RADAR TOWER         APPROX. 2.6 KM 3070444.9 |
 HT0263| HT2708 OAKLAND MUN AIRPORT BEACON          APPROX. 1.0 KM 3250012.0 |
 HT0263| HT2705 OAKLAND RADIO RANGE CEN TOWER       APPROX. 2.7 KM 3292423.7 |
 HT0263| HT2522 OAKLAND P G AND E GAS HOLDER        APPROX. 4.8 KM 3490437.5 |
 HT0263| DB3888 TABLE RM 3                          435.800 METERS 3595811.5 |
 HT0263|---------------------------------------------------------------------|
 HT0263
 HT0263                          SUPERSEDED SURVEY CONTROL
 HT0263
 HT0263  NAD 83(1992)-  37 43 21.90364(N)    122 12 17.70812(W) AD(1991.35) 3
 HT0263  NAD 83(1992)-  37 43 21.90372(N)    122 12 17.70857(W) AD(1991.35) 3
 HT0263  ELLIP H (11/17/92)  -31.138  (m)                       GP(1991.35) 5 1
 HT0263  NAD 83(1986)-  37 43 21.89163(N)    122 12 17.68630(W) AD(1984.00) 3
 HT0263  NAD 27      -  37 43 22.13100(N)    122 12 13.79400(W) AD(       ) 3
 HT0263  NGVD 29 (??/??/92)    0.567  (m)            1.86   (f) ADJ UNCH    1 2
 HT0263
 HT0263.Superseded values are not recommended for survey control.
 HT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0263.See file dsdata.txt to determine how the superseded data were derived.
 HT0263
 HT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7006875352(NAD 83)
 HT0263
 HT0263_MARKER: DS = TRIANGULATION STATION DISK
 HT0263_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HT0263_SP_SET: LIGHT STRUCTURE
 HT0263_STAMPING: TABLE 1935
 HT0263_MARK LOGO: CGS   
 HT0263_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HT0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0263+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1992
 HT0263
 HT0263  HISTORY     - Date     Condition        Report By
 HT0263  HISTORY     - 1935     MONUMENTED       CGS
 HT0263  HISTORY     - 1947     SEE DESCRIPTION  USGS
 HT0263  HISTORY     - 1949     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1950     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1952     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1956     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1959     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1963     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1964     SEE DESCRIPTION  CGS
 HT0263  HISTORY     - 1964     GOOD             CGS
 HT0263  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HT0263  HISTORY     - 1970     GOOD             NGS
 HT0263  HISTORY     - 1977     GOOD             NGS
 HT0263  HISTORY     - 1978     GOOD             NGS
 HT0263  HISTORY     - 1980     GOOD             NGS
 HT0263  HISTORY     - 1980     GOOD             LOCSUR
 HT0263  HISTORY     - 1983     GOOD             NGS
 HT0263  HISTORY     - 19881018 MARK NOT FOUND   NGS
 HT0263  HISTORY     - 19920615 GOOD             NGS
 HT0263  HISTORY     - 19920615 GOOD             NGS
 HT0263
 HT0263                          STATION DESCRIPTION
 HT0263
 HT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (FHH)
 HT0263'STATION SET IN CONCRETE BLOCK IN CENTER OF LARGE COMPASS
 HT0263'ADJUSTING TABLE IN SE CORNER OF LANDING FIELD AT OAKLAND
 HT0263'MUNICIPAL AIRPORT.
 HT0263'
 HT0263'STATION IS MARKED WITH REGULATION BRONZE TABLET, AS DESCRIBED
 HT0263'IN NOTE 1A, AND REFERENCE MARKS ARE MARKED AS DESCRIBED IN NOTE
 HT0263'11A.
 HT0263'
 HT0263'REFERENCE MARK NO. 1 SET IN LONG CONCRETE BLOCK MAGNETIC N OF
 HT0263'STATION.
 HT0263'
 HT0263'REFERENCE MARK NO. 2 IS SET IN LIKE BLOCK MAGNETIC E OF STATION.
 HT0263'
 HT0263'REFERENCE MARK NO. 3 IS SET IN CONCRETE POST (CAST FOR THIS PURPOSE)
 HT0263'IN EDGE OF LAWN S OF E SIDE OF ADMINISTRATION BUILDING, AND INSIDE
 HT0263'OF FENCE AROUND LANDING FIELD, APPROXIMATELY TRUE N FROM STATION.
 HT0263'
 HT0263'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 HT0263
 HT0263                          STATION RECOVERY (1947)
 HT0263
 HT0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 HT0263'LETTER OF C.E. ECKLUND, DIV. OF ENGR., U.S. GEOLOGICAL SURVE,
 HT0263'HAYWARD, CALIF., DATED 4/17/47--R.M. 3, A BRONZE REFERENCE DISK,
 HT0263'STAMPED 3 TABLE, SET IN THE TOP OF A CONCRETE POST AT THE OAKLAND
 HT0263'MUNICIPAL AIRPORT, WAS SEARCHED FOR BUT NOT FOUND.  THE MARK WAS
 HT0263'LOCATED NEAR THE AIRPORT HOTEL BUILDING, 50 FEET SW OF THE NW
 HT0263'CORNER OF THE BUILDING, AT THE W EDGE OF A SHRUBBERY BED.  MARK
 HT0263'WAS USED AS A TIDAL BENCH MARK WHICH IS 5.79 FEET ABOVE MEAN
 HT0263'LOWER LOW WATER AND 2.29 FEET ABOVE HALF TIDE LEVEL.
 HT0263
 HT0263                          STATION RECOVERY (1949)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HEF)
 HT0263'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION R.M. NO. 1 IS IN
 HT0263'GOOD CONDITION.  THE BLOCK OF CONCRETE IN WHICH R.M. NO. 2 IS
 HT0263'SET HAS BEEN BROKEN INTO THREE PIECES.  THE MARK IS STILL IN GOOD
 HT0263'CONDITION BUT MAY HAVE BEEN DISTURBED.
 HT0263'
 HT0263'R.M. 3 IS LOST.  THE AIRPORT ENGINEER STATED THAT THIS MARK HAD
 HT0263'BEEN DESTROYED WHILE NEW CONSTRUCTION WAS UNDERWAY.
 HT0263
 HT0263                          STATION RECOVERY (1950)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (TBR)
 HT0263'STATION RECOVERED AS DESCRIBED EXCEPT THAT REFERENCE MARK 3 WAS
 HT0263'NOT FOUND.  COMPLETE DESCRIPTION FOLLOWS.
 HT0263'
 HT0263'STATION SET IN CONCRETE BLOCK IN CENTER OF LARGE COMPASS
 HT0263'ADJUSTING TABLE IN SE CORNER OF LANDING FIELD AT OAKLAND
 HT0263'MUNICIPAL AIRPORT.
 HT0263'
 HT0263'STATION IS MARKED WITH REGULATION BRONZE TABLET, AS DESCRIBED IN
 HT0263'NOTE 1A, AND REFERENCE MARKS ARE MARKED AS DESCRIBED IN NOTE 11A.
 HT0263'
 HT0263'REFERENCE MARK NO. 1 IS SET IN A LONG CONCRETE BLOCK MAGNETIC
 HT0263'NORTH OF STATION.
 HT0263'
 HT0263'REFERENCE MARK NO. 2 IS SET IN A LIKE BLOCK MAGNETIC EAST OF
 HT0263'STATION.  BLOCK HAS CRACKED IN TWO PLACES AND MAY HAVE SLIGHTLY
 HT0263'MOVED REFERENCE MARK.
 HT0263
 HT0263                          STATION RECOVERY (1952)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CVM)
 HT0263'STATION AND BOTH REFERENCE MARKS WERE REMOVED IN GOOD CONDITION.
 HT0263'DESCRIPTION ADEQUATE.
 HT0263
 HT0263                          STATION RECOVERY (1953)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FAR)
 HT0263'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED BY
 HT0263'F.H.H. IN 1935.  THE DESCRIPTION IS ADEQUATE.  REFERENCE MARK 3
 HT0263'WAS NOT SEARCHED FOR.
 HT0263
 HT0263                          STATION RECOVERY (1956)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EEJ)
 HT0263'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HT0263'CONDITION AND AS DESCRIBED.
 HT0263'
 HT0263'REFERENCE MARK 3 WAS NOT RECOVERED ON THIS DATE.
 HT0263
 HT0263                          STATION RECOVERY (1957)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 HT0263'STATION AND R.M.S RECOVERED AS DESCIBED.  R.M.-2 IS IN POOR
 HT0263'CONDITION, THE CONCRETE BASE IT IS SET IN IS BROKEN.  THE
 HT0263'ELEVATION ON THE STATION DOES NOT CHECK, BUT THE STATION DOES NOT
 HT0263'APPEAR TO HAVE MOVED.
 HT0263
 HT0263                          STATION RECOVERY (1959)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 HT0263'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HT0263
 HT0263                          STATION RECOVERY (1962)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 HT0263'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 HT0263
 HT0263                          STATION RECOVERY (1963)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (IRR)
 HT0263'THE STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED
 HT0263'IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 HT0263
 HT0263                          STATION RECOVERY (1964)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM)
 HT0263'THE STATION, R.M. 1, AND R.M. 2 WERE FOUND TO BE IN GOOD CONDITION.
 HT0263'
 HT0263'THE PRESENT DESCRIPTION IS ADEQUATE.
 HT0263'
 HT0263'A TELLUROMETER DISTANCE MEASURMENT BETWEEN THIS STATION AND
 HT0263'STATION WALL INDICATES ABOUT A 2 FT. DIFFERENCE BETWEEN THE
 HT0263'MEASURED DISTANCE AND THE INVERSE DISTANCE COMPUTED FROM THE
 HT0263'PUBLISHED G.P.S OF THE TWO STATIONS.
 HT0263
 HT0263                          STATION RECOVERY (1964)
 HT0263
 HT0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT0263'AT OAKLAND MUN AIRPORT.
 HT0263'AT THE OAKLAND MUNICIPAL AIRPORT, IN T2S R3W, ABOUT 0.3 MILE
 HT0263'SOUTH ACROSS THE AIRPORT FIELD FROM THE ADMINISTRATION BUILDING
 HT0263'AT A CONCRETE CIRCLE 75 FEET IN DIAMETER, IN THE TOP OF THE
 HT0263'CENTER OF THE CONCRETE CIRCLE, 71.8 FEET SOUTH OF REFERENCE
 HT0263'MARK 1, 69.3 FEET WEST OF REFERENCE MARK 2, AND ABOUT LEVEL WITH
 HT0263'THE GROUND.
 HT0263
 HT0263                          STATION RECOVERY (1970)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EP)
 HT0263'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 HT0263'DESCRIBED.
 HT0263'
 HT0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE OAKLAND
 HT0263'INTERNATIONAL AIRPORT
 HT0263
 HT0263                          STATION RECOVERY (1970)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HT0263'RECOVERED IN GOOD CONDITION.
 HT0263
 HT0263                          STATION RECOVERY (1977)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DH)
 HT0263'STATION TABLE WAS RECOVERED AS DESCRIBED IN FAIR CONDITION.  THE
 HT0263'CONCRETE BASE THAT THE MARK IS SET IN IS BREAKING UP.  REFERENCE
 HT0263'MARKS 1 AND 2 WERE SEARCHED FOR BUT WERE NOT FOUND.  BOTH ARE
 HT0263'BELIEVED TO BE DESTROYED.  THE PREVIOUSLY NOTED DISCREPANCY IN THE
 HT0263'DISTANCE TO WALL 1947 WAS AGAIN OBSERVED.
 HT0263
 HT0263                          STATION RECOVERY (1978)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HT0263'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HT0263'CONDITION.  THE CONCRETE COMPASS ADJUSTING TABLE, IN WHICH THE
 HT0263'STATION MARK IS CENTERED, IS NO LONGER USED AND IS CRACKED AND
 HT0263'BROKEN IN A NUMBER OF PLACES.
 HT0263'
 HT0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HT0263'AT OAKLAND MUNICIPAL AIRPORT.
 HT0263
 HT0263                          STATION RECOVERY (1980)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 HT0263'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 HT0263'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT SEARCHED FOR (SITE
 HT0263'UNDER WATER) BUT IS PRESUMED OK.
 HT0263'
 HT0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HT0263'AT METRO OAKLAND INTL AIRPORT.
 HT0263
 HT0263                          STATION RECOVERY (1980)
 HT0263
 HT0263'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HT0263'THE CONCRETE CIRCLE AROUND THE MARK IS DETERIORATING.
 HT0263
 HT0263                          STATION RECOVERY (1983)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 HT0263'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE NOT
 HT0263'SEARCHED FOR.  THE AIRPORT NAME IS NOW METROPOLITAN OAKLAND
 HT0263'INTERNATIONAL AIRPORT.
 HT0263'
 HT0263'EDMI MEASURED DISTANCE BETWEEN STATION TABLE AND WALL, 1943,
 HT0263'1978 DOES NOT CHECK THE PUBLISHED POSITION OF STATION TABLE BY
 HT0263'ABOUT 2 FEET.
 HT0263'
 HT0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT METROPOLITAN
 HT0263'OAKLAND AIRPORT.
 HT0263
 HT0263                          STATION RECOVERY (1988)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0263'THERE AREA IS NOW AN ASPHALT PARKING LOT.
 HT0263
 HT0263                          STATION RECOVERY (1992)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HT0263'NOTE--DUE TO NEW FAA SECURITY REGULATIONS, A LETTER WITH PERSONNEL
 HT0263'NAMES, VEHICLE NUMBERS, DATES, TIME, ETC WILL PROBABLY BE REQUIRED.
 HT0263'CONTACT TWO WEEKS IN ADVANCE TO WORK OUT PROBLEMS.
 HT0263'STATION IS LOCATED AT THE OAKLAND/METROPOLITAN OAKLAND INTERNATIONAL
 HT0263'AIRPORT, AT THE SOUTHEAST END OF NORTH FIELD (GENERAL AVIATION
 HT0263'RUNWAYS), IN THE CENTER OF A CONCRETE TURNAROUND AT AN OLD COMPASS
 HT0263'ROSE, NEAR THE END OF RUNWAY 27L.  OWNERSHIP--PORT OF OAKLAND,
 HT0263'OAKLAND INTERNATIONAL AIRPORT, TERMINAL 1, OAKLAND, CA 94621. CONTACT
 HT0263'ROB WINN, GENERAL AVIATION MANAGER, PHONE 510-577-4034. AIRPORT
 HT0263'PERSONNEL WILL ESCORT YOU TO THE STATION.
 HT0263'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWEAY 880
 HT0263'AND 98TH AVENUE IN OAKLAND, GO SOUTHWEST ON 98TH AVENUE FOR 1.00 KM
 HT0263'(0.62 MI) TO A CROSS STREET.  TURN LEFT, SOUTHERLY, ON AIRPORT ROAD
 HT0263'FOR 2.20 KM (1.37 MI) TO THE FIRST TERMINAL ON THE RIGHT AND MR.
 HT0263'WINN S OFFICE ON THE SECOND FLOOR.
 HT0263'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST 2 CM
 HT0263'BELOW GROUND IN AN OPEN DEPRESSION IN THE COMPASS ROSE.  IT IS ABOUT
 HT0263'100 M (328.1 FT) SOUTHEAST OF A TAXI CONNECTING RUNWAYS 27L AND 27R,
 HT0263'ABOUT 150 M (492.1 FT) EAST OF THE END OF RUNWAY 27L AND ABOUT 75 M
 HT0263'(246.1 FT) NORTHWEST OF AN ACCESS ROAD.
 HT0263
 HT0263                          STATION RECOVERY (1992)
 HT0263
 HT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HT0263'THE STATION IS IN THE NORTHEAST PART OF THE AIRORT NEAR RWY ENDS 27L
 HT0263'AND 27R.  IT IS 752.4 FT (229.3 M) SOUTHEAST OF THE C/L END 27R, 361.0
 HT0263'FT (110.0 M) NORTHEAST OF C/L END 27L, AND 262.8 FT (80.1 M) EAST OF
 HT0263'THE C/L OF TAXIWAY B.  IT IS A CGS TRIANGULATION STATION DISK STAMPED
 HT0263'TABLE 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HT0263'CONCRETE IN THE CENTER OF AN ABANDONED COMPASS ROSE.  NOTE, DESCRIBED
 HT0263'IN NGS QUAD 371221 SE STA 2030 (NOTE THAT THE POSITION BEING USED IS A
 HT0263'1977 AIRPORT SURVEY POSITION.)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0262 ***********************************************************************
 HT0262  DESIGNATION -  TABLE RM 1
 HT0262  PID         -  HT0262
 HT0262  STATE/COUNTY-  CA/ALAMEDA
 HT0262  USGS QUAD   -  SAN LEANDRO (1993)
 HT0262
 HT0262                         *CURRENT SURVEY CONTROL
 HT0262  ___________________________________________________________________
 HT0262* NAD 83(1986)-  37 43 23.     (N)    122 12 18.     (W)     SCALED    
 HT0262* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 HT0262  ___________________________________________________________________
 HT0262  GEOID HEIGHT-         -32.46  (meters)                     GEOID09
 HT0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0262
 HT0262.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0262
 HT0262.The horizontal coordinates were scaled from a topographic map and have
 HT0262.an estimated accuracy of +/- 6 seconds.
 HT0262.
 HT0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0262
 HT0262.The vertical order pertains to the NGVD 29 superseded value.
 HT0262
 HT0262.The geoid height was determined by GEOID09.
 HT0262
 HT0262;                    North         East    Units  Estimated Accuracy
 HT0262;SPC CA 3     -   637,110.    1,849,700.      MT  (+/- 180 meters Scaled)
 HT0262
 HT0262                          SUPERSEDED SURVEY CONTROL
 HT0262
 HT0262  NGVD 29 (??/??/92)    0.409  (m)            1.34   (f) ADJ UNCH    1 2
 HT0262
 HT0262.Superseded values are not recommended for survey control.
 HT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0262.See file dsdata.txt to determine how the superseded data were derived.
 HT0262
 HT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG700753(NAD 83)
 HT0262
 HT0262_MARKER: DR = REFERENCE MARK DISK
 HT0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0262_SP_SET: CONCRETE ARROW POINT
 HT0262_STAMPING: TABLE NO 1
 HT0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0262
 HT0262  HISTORY     - Date     Condition        Report By
 HT0262  HISTORY     - 1935     MONUMENTED       CGS
 HT0262  HISTORY     - 1964     GOOD             CGS
 HT0262  HISTORY     - 1970     GOOD             NGS
 HT0262  HISTORY     - 19880927 MARK NOT FOUND   NGS
 HT0262
 HT0262                          STATION DESCRIPTION
 HT0262
 HT0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT0262'AT OAKLAND MUN AIRPORT.
 HT0262'AT THE OAKLAND MUNICIPAL AIRPORT, IN T2S R3W, ABOUT 0.3 MILE
 HT0262'SOUTH ACROSS THE AIRPORT FIELD FROM THE ADMINISTRATION BUILDING,
 HT0262'AT A CONCRETE CIRCLE 75 FEET IN DIAMETER, AT THE POINT OF A
 HT0262'CONCRETE ARROW POINTING NORTH FROM THE CENTER OF THE CIRCLE,
 HT0262'IN TOP OF THE CENTER OF THE ARROW POINT, 71.8 FEET NORTH OF
 HT0262'TRIANGULATION STATION TABLE, AND ABOUT LEVEL WITH THE GROUND.
 HT0262
 HT0262                          STATION RECOVERY (1970)
 HT0262
 HT0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HT0262'RECOVERED IN GOOD CONDITION.
 HT0262
 HT0262                          STATION RECOVERY (1988)
 HT0262
 HT0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0262'THE AREA IS NOW AN ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0261 ***********************************************************************
 HT0261  DESIGNATION -  TABLE RM 2
 HT0261  PID         -  HT0261
 HT0261  STATE/COUNTY-  CA/ALAMEDA
 HT0261  USGS QUAD   -  SAN LEANDRO (1993)
 HT0261
 HT0261                         *CURRENT SURVEY CONTROL
 HT0261  ___________________________________________________________________
 HT0261* NAD 83(1986)-  37 43 22.     (N)    122 12 17.     (W)     SCALED    
 HT0261* NAVD 88     -         1.11   (+/-2cm)       3.6    (feet)  VERTCON   
 HT0261  ___________________________________________________________________
 HT0261  GEOID HEIGHT-         -32.46  (meters)                     GEOID09
 HT0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0261
 HT0261.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0261
 HT0261.The horizontal coordinates were scaled from a topographic map and have
 HT0261.an estimated accuracy of +/- 6 seconds.
 HT0261.
 HT0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0261
 HT0261.The vertical order pertains to the NGVD 29 superseded value.
 HT0261
 HT0261.The geoid height was determined by GEOID09.
 HT0261
 HT0261;                    North         East    Units  Estimated Accuracy
 HT0261;SPC CA 3     -   637,070.    1,849,730.      MT  (+/- 180 meters Scaled)
 HT0261
 HT0261                          SUPERSEDED SURVEY CONTROL
 HT0261
 HT0261  NGVD 29 (??/??/92)    0.285  (m)            0.94   (f) ADJ UNCH    1 2
 HT0261
 HT0261.Superseded values are not recommended for survey control.
 HT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0261.See file dsdata.txt to determine how the superseded data were derived.
 HT0261
 HT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG700753(NAD 83)
 HT0261
 HT0261_MARKER: DR = REFERENCE MARK DISK
 HT0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0261_SP_SET: CONCRETE STRIP
 HT0261_STAMPING: TABLE NO 2
 HT0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0261
 HT0261  HISTORY     - Date     Condition        Report By
 HT0261  HISTORY     - 1935     MONUMENTED       CGS
 HT0261  HISTORY     - 1956     GOOD             CGS
 HT0261  HISTORY     - 1970     GOOD             NGS
 HT0261  HISTORY     - 19880927 MARK NOT FOUND   NGS
 HT0261
 HT0261                          STATION DESCRIPTION
 HT0261
 HT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0261'AT OAKLAND MUN AIRPORT.
 HT0261'AT THE OAKLAND MUNICIPAL AIRPORT, IN T2S R3W, ABOUT 0.3 MILE
 HT0261'SOUTH ACROSS THE AIRPORT FIELD FROM THE ADMINISTRATION BUILDING,
 HT0261'AT A CONCRETE CIRCLE 75 FEET IN DIAMETER, IN THE TOP OF A 1.0
 HT0261'FOOT CONCRETE STRIP POINTING EAST FROM THE CENTER OF THE
 HT0261'CIRCLE, 69.2 FEET EAST OF TRIANGULATION STATION TABLE, 1.6 FEET
 HT0261'WEST OF THE EAST END OF THE STRIP, AND ABOUT LEVEL WITH THE
 HT0261'GROUND.
 HT0261
 HT0261                          STATION RECOVERY (1970)
 HT0261
 HT0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HT0261'RECOVERED IN GOOD CONDITION.
 HT0261
 HT0261                          STATION RECOVERY (1988)
 HT0261
 HT0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0261'THE AREA IS NOW AN ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0394 ***********************************************************************
 HS0394  DESIGNATION -  TIDAL 3 1932
 HS0394  PID         -  HS0394
 HS0394  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0394  USGS QUAD   -  STOCKTON WEST (1987)
 HS0394
 HS0394                         *CURRENT SURVEY CONTROL
 HS0394  ___________________________________________________________________
 HS0394* NAD 83(1986)-  37 57 28.1    (N)    121 17 34.3    (W)     HD_HELD2  
 HS0394* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 HS0394  ___________________________________________________________________
 HS0394  GEOID HEIGHT-         -31.86  (meters)                     GEOID09
 HS0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0394
 HS0394.The horizontal coordinates were established by autonomous hand held GPS
 HS0394.observations and have an estimated accuracy of +/- 10 meters.
 HS0394.
 HS0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0394
 HS0394.The vertical order pertains to the NGVD 29 superseded value.
 HS0394
 HS0394.The geoid height was determined by GEOID09.
 HS0394
 HS0394;                    North         East    Units  Estimated Accuracy
 HS0394;SPC CA 3     -   662,085.    1,930,326.      MT  (+/- 10 meters HH2 GPS)
 HS0394
 HS0394                          SUPERSEDED SURVEY CONTROL
 HS0394
 HS0394  NGVD 29 (??/??/92)    3.95   (m)           13.0    (f) COMPUTED    1 2
 HS0394
 HS0394.Superseded values are not recommended for survey control.
 HS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0394.See file dsdata.txt to determine how the superseded data were derived.
 HS0394
 HS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4997302507(NAD 83)
 HS0394
 HS0394_MARKER: DJ = TIDAL STATION DISK
 HS0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0394_SP_SET: TOP STEP
 HS0394_STAMPING: BM 3 1932
 HS0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0394
 HS0394  HISTORY     - Date     Condition        Report By
 HS0394  HISTORY     - 1932     MONUMENTED       CGS
 HS0394  HISTORY     - UNK      SEE DESCRIPTION  GEOCAC
 HS0394  HISTORY     - 1954     GOOD             CGS
 HS0394  HISTORY     - 1967     GOOD             CGS
 HS0394
 HS0394                          STATION DESCRIPTION
 HS0394
 HS0394'DESCRIBED BY GEOCACHING UNK
 HS0394'
 HS0394
 HS0394                          STATION RECOVERY (1954)
 HS0394
 HS0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HS0394'AT STOCKTON.
 HS0394'AT STOCKTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST
 HS0394'FREMONT AND NORTH CENTER STREETS, AT THE EAST ENTRANCE TO THE
 HS0394'STOCKTON MEMORIAL CIVIC AUDITORIUM, IN THE TOP OF THE SOUTH END
 HS0394'OF THE TOP STEP, 0.3 FOOT EAST OF THE EAST FACE OF THE BUILDING,
 HS0394'0.3 FOOT NORTH OF THE SOUTH END OF THE STEP, AND ABOUT 1 FOOT
 HS0394'HIGHER THAN THE SIDEWALK.  NOTE-- IT APPEARS THAT THIS MARK MAY
 HS0394'HAVE BEEN RESET.
 HS0394
 HS0394                          STATION RECOVERY (1967)
 HS0394
 HS0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0256 ***********************************************************************
 HT0256  DESIGNATION -  TIDAL 4
 HT0256  PID         -  HT0256
 HT0256  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0256  USGS QUAD   -  SAN LEANDRO (1993)
 HT0256
 HT0256                         *CURRENT SURVEY CONTROL
 HT0256  ___________________________________________________________________
 HT0256* NAD 83(1986)-  37 43 34.     (N)    122 12 06.     (W)     SCALED    
 HT0256* NAVD 88     -         2.80   (+/-2cm)       9.2    (feet)  VERTCON   
 HT0256  ___________________________________________________________________
 HT0256  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT0256  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0256
 HT0256.The horizontal coordinates were scaled from a topographic map and have
 HT0256.an estimated accuracy of +/- 6 seconds.
 HT0256.
 HT0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0256
 HT0256.The vertical order pertains to the NGVD 29 superseded value.
 HT0256
 HT0256.The geoid height was determined by GEOID09.
 HT0256
 HT0256;                    North         East    Units  Estimated Accuracy
 HT0256;SPC CA 3     -   637,440.    1,850,000.      MT  (+/- 180 meters Scaled)
 HT0256
 HT0256                          SUPERSEDED SURVEY CONTROL
 HT0256
 HT0256  NGVD 29 (??/??/92)    1.98   (m)            6.5    (f) COMPUTED    1 2
 HT0256
 HT0256.Superseded values are not recommended for survey control.
 HT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0256.See file dsdata.txt to determine how the superseded data were derived.
 HT0256
 HT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG703757(NAD 83)
 HT0256
 HT0256_MARKER: DJ = TIDAL STATION DISK
 HT0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0256_SP_SET: CONCRETE FLOOR
 HT0256_STAMPING: NO 4 1938
 HT0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0256
 HT0256  HISTORY     - Date     Condition        Report By
 HT0256  HISTORY     - 1938     MONUMENTED       CGS
 HT0256  HISTORY     - 1939     GOOD             CGS
 HT0256  HISTORY     - 1958     MARK NOT FOUND   CGS
 HT0256
 HT0256                          STATION DESCRIPTION
 HT0256
 HT0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HT0256'IN SAN FRANCISCO.
 HT0256'AT SAN FRANCISCO, SAN FRANCISCO COUNTY, NEAR THE NW CORNER OF
 HT0256'GOLDEN GATE PARK, AT A UNITED STATES COAST GUARD BOATHOUSE, IN
 HT0256'THE CONCRETE FLOOR, 1.7 FT E OF THE NW CORNER, AND 0.4 FOOT S
 HT0256'OF THE N WALL.  A STANDARD DISK, STAMPED NO 4 1938.  NOTE-- THE
 HT0256'U.S. COAST GUARD HAS DISCONTINUED USEING THIS STATION.
 HT0256
 HT0256                          STATION RECOVERY (1958)
 HT0256
 HT0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HT0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0808 ***********************************************************************
 JT0808  DESIGNATION -  TRIANGULATION STATION
 JT0808  PID         -  JT0808
 JT0808  STATE/COUNTY-  CA/MARIN
 JT0808  USGS QUAD   -  NOVATO (1980)
 JT0808
 JT0808                         *CURRENT SURVEY CONTROL
 JT0808  ___________________________________________________________________
 JT0808* NAD 83(1986)-  38 03 32.     (N)    122 31 23.     (W)     SCALED    
 JT0808* NAVD 88     -         4.44   (+/-2cm)      14.6    (feet)  VERTCON   
 JT0808  ___________________________________________________________________
 JT0808  GEOID HEIGHT-         -32.07  (meters)                     GEOID09
 JT0808  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0808
 JT0808.The horizontal coordinates were scaled from a topographic map and have
 JT0808.an estimated accuracy of +/- 6 seconds.
 JT0808.
 JT0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0808
 JT0808.The vertical order pertains to the NGVD 29 superseded value.
 JT0808
 JT0808.The geoid height was determined by GEOID09.
 JT0808
 JT0808;                    North         East    Units  Estimated Accuracy
 JT0808;SPC CA 3     -   674,930.    1,822,480.      MT  (+/- 180 meters Scaled)
 JT0808
 JT0808                          SUPERSEDED SURVEY CONTROL
 JT0808
 JT0808  NGVD 29 (??/??/92)    3.628  (m)           11.90   (f) ADJ UNCH    1 2
 JT0808
 JT0808.Superseded values are not recommended for survey control.
 JT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0808.See file dsdata.txt to determine how the superseded data were derived.
 JT0808
 JT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH418124(NAD 83)
 JT0808
 JT0808_MARKER: DS = TRIANGULATION STATION DISK
 JT0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0808_SP_SET: SIDEWALK
 JT0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0808
 JT0808  HISTORY     - Date     Condition        Report By
 JT0808  HISTORY     - UNK      MONUMENTED       CGS
 JT0808  HISTORY     - 1956     GOOD             CGS
 JT0808  HISTORY     - 1964     GOOD             CGS
 JT0808
 JT0808                          STATION DESCRIPTION
 JT0808
 JT0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0808'AT HAMILTON FIELD.
 JT0808'AT HAMILTON FIELD, IN THE TOP OF A 1- BY 1-FOOT SANDSTONE ROCK
 JT0808'FLUSH WITH THE GROUND, 61.6 FEET NORTH OF THE NORTHWEST CORNER
 JT0808'OF BUILDING 508 (N.C.O. CLUB), 40.0 FEET NORTH OF THE NORTH EDGE
 JT0808'OF A NORTHWEST-SOUTHEAST SIDEWALK, 36 FEET SOUTHEAST OF THE
 JT0808'CENTER LINE OF PALM DRIVE, 32.4 FEET WEST OF THE WEST EDGE OF
 JT0808'A CONCRETE SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE BUILDING,
 JT0808'20.4 FEET SOUTHEAST OF A LAMP POST, AND 10 1/2 FEET EAST OF A
 JT0808'36-INCH PALM TREE.
 JT0808
 JT0808                          STATION RECOVERY (1964)
 JT0808
 JT0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0848 ***********************************************************************
 JT0848  DESIGNATION -  TT 735
 JT0848  PID         -  JT0848
 JT0848  STATE/COUNTY-  CA/SONOMA
 JT0848  USGS QUAD   -  SEBASTOPOL (1980)
 JT0848
 JT0848                         *CURRENT SURVEY CONTROL
 JT0848  ___________________________________________________________________
 JT0848* NAD 83(1986)-  38 25 04.     (N)    122 45 43.     (W)     SCALED    
 JT0848* NAVD 88     -        30.47   (+/-2cm)     100.0    (feet)  VERTCON   
 JT0848  ___________________________________________________________________
 JT0848  GEOID HEIGHT-         -31.56  (meters)                     GEOID09
 JT0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0848
 JT0848.The horizontal coordinates were scaled from a topographic map and have
 JT0848.an estimated accuracy of +/- 6 seconds.
 JT0848.
 JT0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0848
 JT0848.The vertical order pertains to the NGVD 29 superseded value.
 JT0848
 JT0848.The geoid height was determined by GEOID09.
 JT0848
 JT0848;                    North         East    Units  Estimated Accuracy
 JT0848;SPC CA 2     -   583,660.    1,933,460.      MT  (+/- 180 meters Scaled)
 JT0848
 JT0848                          SUPERSEDED SURVEY CONTROL
 JT0848
 JT0848  NGVD 29 (??/??/92)   29.619  (m)           97.18   (f) ADJ UNCH    2 0
 JT0848
 JT0848.Superseded values are not recommended for survey control.
 JT0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0848.See file dsdata.txt to determine how the superseded data were derived.
 JT0848
 JT0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH207521(NAD 83)
 JT0848
 JT0848_MARKER: DB = BENCH MARK DISK
 JT0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0848_SP_SET: TOWER CONCRETE BASE
 JT0848_STAMPING: TT 735 1944
 JT0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0848
 JT0848  HISTORY     - Date     Condition        Report By
 JT0848  HISTORY     - 1944     MONUMENTED       CGS
 JT0848  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0848
 JT0848                          STATION DESCRIPTION
 JT0848
 JT0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JT0848'AT SANTA ROSA NAVAL AIR STATION.
 JT0848'AT THE SANTA ROSA NAVAL AUX. AIR STATION, SET IN THE SOUTH CORNER
 JT0848'OF THE SOUTH CONCRETE BASE OF THE CONTROL TOWER, ON THE SOUTHWEST
 JT0848'SIDE OF THE OPERATIONS BUILDING.  IRON BENCH MARK DISK.
 JT0848
 JT0848                          STATION RECOVERY (1987)
 JT0848
 JT0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0848'THE CONTROL TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0951 ***********************************************************************
 GT0951  DESIGNATION -  U 157
 GT0951  PID         -  GT0951
 GT0951  STATE/COUNTY-  CA/KINGS
 GT0951  USGS QUAD   -  HANFORD (1954)
 GT0951
 GT0951                         *CURRENT SURVEY CONTROL
 GT0951  ___________________________________________________________________
 GT0951* NAD 83(1986)-  36 19 38.79   (N)    119 38 45.24   (W)     HD_HELD1  
 GT0951* NAVD 88     -        75.59   (+/-2cm)     248.0    (feet)  VERTCON   
 GT0951  ___________________________________________________________________
 GT0951  GEOID HEIGHT-         -32.79  (meters)                     GEOID09
 GT0951  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0951
 GT0951.The horizontal coordinates were established by differentially corrected
 GT0951.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 GT0951.
 GT0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0951
 GT0951.The vertical order pertains to the NGVD 29 superseded value.
 GT0951
 GT0951.Photographs are available for this station.
 GT0951
 GT0951.The geoid height was determined by GEOID09.
 GT0951
 GT0951;                    North         East    Units  Estimated Accuracy
 GT0951;SPC CA 4     -   610,502.5   1,942,008.1     MT  (+/- 3 meters HH1 GPS) 
 GT0951
 GT0951                          SUPERSEDED SURVEY CONTROL
 GT0951
 GT0951  NGVD 29 (??/??/92)   74.746  (m)          245.23   (f) ADJ UNCH    1 2
 GT0951
 GT0951.Superseded values are not recommended for survey control.
 GT0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0951.See file dsdata.txt to determine how the superseded data were derived.
 GT0951
 GT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6249523517(NAD 83)
 GT0951
 GT0951_MARKER: DB = BENCH MARK DISK
 GT0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0951_SP_SET: WATER TABLE
 GT0951_STAMPING: U 157 1933 250.488
 GT0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0951+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2009
 GT0951
 GT0951  HISTORY     - Date     Condition        Report By
 GT0951  HISTORY     - 1933     MONUMENTED       CGS
 GT0951  HISTORY     - 1955     GOOD             CGS
 GT0951  HISTORY     - 1970     GOOD             NGS
 GT0951  HISTORY     - 1972     GOOD             USGS
 GT0951  HISTORY     - 20090920 GOOD             GEOCAC
 GT0951
 GT0951                          STATION DESCRIPTION
 GT0951
 GT0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GT0951'AT HANFORD.
 GT0951'AT HANFORD, AT THE INTERSECTION OF WEST 8TH STREET AND DOUTY
 GT0951'STREET, AT THE POST OFFICE, IN THE TOP OF THE WATER TABLE, 64.5
 GT0951'FEET SOUTH OF THE SOUTH CURB OF 8TH STREET, 27.3 FEET WEST OF
 GT0951'THE WEST CURB OF DOUTY STREET, 8.8 FEET NORTH OF THE NORTH END
 GT0951'OF THE TOP STEP TO POST OFFICE, 0.7 FOOT EAST OF THE EAST EDGE
 GT0951'OF A PORCH BANISTER, AND ABOUT LEVEL WITH THE PORCH FLOOR.
 GT0951'IN SECTION 36, T18S, R21E.
 GT0951
 GT0951                          STATION RECOVERY (1970)
 GT0951
 GT0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0951'RECOVERED IN GOOD CONDITION.
 GT0951
 GT0951                          STATION RECOVERY (1972)
 GT0951
 GT0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GT0951'AT HANFORD. AT THE INTERSECTION OF 8TH STREET AND DOUTY STREET, AT
 GT0951'HANFOARD JUSTICE COURT BUILDING, IN THE TOP OF THE CONCRETE WATER
 GT0951'TABLE, 64.5 FEET SOUTH OF THE SOUTH CURB OF 8TH STREET, 27.3 FEET
 GT0951'WEST OF THE WEST CURB OF DOUTY STREET, 8.8 FEET NORTH OF THE NORTH
 GT0951'END OF THE TOP STEP LEADING TO THE JUSTICE COURT BUILDING, 0.7 FEET
 GT0951'EAST OF THE EAST EDGE OF THE PORCH BANISTER, AND ABOUT LEVEL WITH THE
 GT0951'PORCH FLOOR.
 GT0951
 GT0951                          STATION RECOVERY (2009)
 GT0951
 GT0951'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 GT0951'RECOVERED IN GOOD CONDITION. GPS COORDINATES ARE, N 36  19.647 W 119
 GT0951'38.758. ALTITUDE 257 FT. DISK IS STAMPED, U 157 1933. DIGITAL PHOTOS
 GT0951'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0265 ***********************************************************************
 EU0265  DESIGNATION -  U 161
 EU0265  PID         -  EU0265
 EU0265  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0265  USGS QUAD   -  NEEDLES (1975)
 EU0265
 EU0265                         *CURRENT SURVEY CONTROL
 EU0265  ___________________________________________________________________
 EU0265* NAD 83(1986)-  34 47 23.     (N)    114 34 15.     (W)     SCALED    
 EU0265* NAVD 88     -       143.62   (+/-2cm)     471.2    (feet)  VERTCON   
 EU0265  ___________________________________________________________________
 EU0265  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 EU0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0265
 EU0265.The horizontal coordinates were scaled from a topographic map and have
 EU0265.an estimated accuracy of +/- 6 seconds.
 EU0265.
 EU0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0265
 EU0265.The vertical order pertains to the NGVD 29 superseded value.
 EU0265
 EU0265.The geoid height was determined by GEOID09.
 EU0265
 EU0265;                    North         East    Units  Estimated Accuracy
 EU0265;SPC CA 5     -   648,420.    2,313,760.      MT  (+/- 180 meters Scaled)
 EU0265
 EU0265                          SUPERSEDED SURVEY CONTROL
 EU0265
 EU0265  NGVD 29 (??/??/??)  142.976  (m)          469.08   (f) ADJUSTED    1 2
 EU0265
 EU0265.Superseded values are not recommended for survey control.
 EU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0265.See file dsdata.txt to determine how the superseded data were derived.
 EU0265
 EU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU222524(NAD 83)
 EU0265
 EU0265_MARKER: DB = BENCH MARK DISK
 EU0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0265_SP_SET: CULVERT
 EU0265_STAMPING: 469.162 U 161 1933
 EU0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0265
 EU0265  HISTORY     - Date     Condition        Report By
 EU0265  HISTORY     - 1933     MONUMENTED       CGS
 EU0265  HISTORY     - 1935     GOOD             CGS
 EU0265
 EU0265                          STATION DESCRIPTION
 EU0265
 EU0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EU0265'4.1 MI SE FROM NEEDLES.
 EU0265'4.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0265'RAILWAY FROM THE STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0265'6 POLES SOUTH OF MILEPOST 574, AT CONCRETE CULVERT F 574, IN
 EU0265'THE TOP OF THE SOUTH END OF THE WEST HEADWALL, AND ABOUT 6 FEET
 EU0265'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 469.162 U 161
 EU0265'1933.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW0350 ***********************************************************************
 EW0350  DESIGNATION -  U 425
 EW0350  PID         -  EW0350
 EW0350  STATE/COUNTY-  CA/LOS ANGELES
 EW0350  USGS QUAD   -  PALMDALE (1974)
 EW0350
 EW0350                         *CURRENT SURVEY CONTROL
 EW0350  ___________________________________________________________________
 EW0350* NAD 83(1986)-  34 36 30.     (N)    118 07 24.     (W)     SCALED    
 EW0350* NAVD 88     -       795.56   (+/-2cm)    2610.1    (feet)  VERTCON   
 EW0350  ___________________________________________________________________
 EW0350  GEOID HEIGHT-         -32.13  (meters)                     GEOID09
 EW0350  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0350
 EW0350.The horizontal coordinates were scaled from a topographic map and have
 EW0350.an estimated accuracy of +/- 6 seconds.
 EW0350.
 EW0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0350
 EW0350.The vertical order pertains to the NGVD 29 superseded value.
 EW0350
 EW0350.The geoid height was determined by GEOID09.
 EW0350
 EW0350;                    North         East    Units  Estimated Accuracy
 EW0350;SPC CA 5     -   622,950.    1,988,690.      MT  (+/- 180 meters Scaled)
 EW0350
 EW0350                          SUPERSEDED SURVEY CONTROL
 EW0350
 EW0350  NGVD 29 (??/??/92)  794.708  (m)         2607.30   (f) ADJ UNCH    1 1
 EW0350
 EW0350.Superseded values are not recommended for survey control.
 EW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0350.See file dsdata.txt to determine how the superseded data were derived.
 EW0350
 EW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU970301(NAD 83)
 EW0350
 EW0350_MARKER: DB = BENCH MARK DISK
 EW0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0350_STAMPING: U 425 1935
 EW0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0350+STABILITY: SURFACE MOTION
 EW0350
 EW0350  HISTORY     - Date     Condition        Report By
 EW0350  HISTORY     - 1935     MONUMENTED       CGS
 EW0350  HISTORY     - 1971     GOOD             NGS
 EW0350  HISTORY     - 1975     GOOD             DOD
 EW0350
 EW0350                          STATION DESCRIPTION
 EW0350
 EW0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0350'2 MI N FROM PALMDALE.
 EW0350'1.95 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0350'FROM THE CROSSING OF PALMDALE BOULEVARD AT PALMDALE, 61 1/2
 EW0350'FEET SOUTH OF THE 8TH TELEPHONE POLE NORTH OF MILEPOLE 412,
 EW0350'36.8 FEET WEST OF THE WEST RAIL, 40.6 FEET EAST OF THE EAST EDGE
 EW0350'OF THE ASPHALT SURFACE OF SIERRA HIGHWAY, 1.9 FEET EAST OF A
 EW0350'WOODEN WITNESS POST, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 EW0350'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 EW0350'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 14,
 EW0350'T6N, R 12W
 EW0350
 EW0350                          STATION RECOVERY (1975)
 EW0350
 EW0350'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 EW0350'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0685 ***********************************************************************
 DC0685  DESIGNATION -  U 57
 DC0685  PID         -  DC0685
 DC0685  STATE/COUNTY-  CA/SAN DIEGO
 DC0685  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0685
 DC0685                         *CURRENT SURVEY CONTROL
 DC0685  ___________________________________________________________________
 DC0685* NAD 83(1986)-  32 35 41.     (N)    117 05 02.     (W)     SCALED    
 DC0685* NAVD 88     -        13.788  (meters)      45.24   (feet)  ADJUSTED  
 DC0685  ___________________________________________________________________
 DC0685  GEOID HEIGHT-         -35.09  (meters)                     GEOID09
 DC0685  DYNAMIC HT  -          13.772 (meters)      45.18  (feet)  COMP
 DC0685  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 DC0685  OBS GRAVITY -     979,497.9   (mgal)                       GRAV_OBS
 DC0685
 DC0685  VERT ORDER  -  FIRST     CLASS I
 DC0685
 DC0685.The horizontal coordinates were scaled from a topographic map and have
 DC0685.an estimated accuracy of +/- 6 seconds.
 DC0685.
 DC0685.The orthometric height was determined by differential leveling and
 DC0685.adjusted in June 1991.
 DC0685
 DC0685.WARNING-Repeat measurements at this control monument indicate possible
 DC0685.vertical movement.
 DC0685
 DC0685.The geoid height was determined by GEOID09.
 DC0685
 DC0685.The dynamic height is computed by dividing the NAVD 88
 DC0685.geopotential number by the normal gravity value computed on the
 DC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0685.degrees latitude (g = 980.6199 gals.).
 DC0685
 DC0685.The modeled gravity was interpolated from observed gravity values.
 DC0685
 DC0685.The observed gravity was obtained from relative gravimeter ties
 DC0685.to the IGSN71 gravity network.
 DC0685
 DC0685;                    North         East    Units  Estimated Accuracy
 DC0685;SPC CA 6     -   547,790.    1,921,710.      MT  (+/- 180 meters Scaled)
 DC0685
 DC0685                          SUPERSEDED SURVEY CONTROL
 DC0685
 DC0685  NGVD 29 (??/??/92)   13.158  (m)           43.17   (f) ADJ UNCH    1 1
 DC0685
 DC0685.Superseded values are not recommended for survey control.
 DC0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0685.See file dsdata.txt to determine how the superseded data were derived.
 DC0685
 DC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS921063(NAD 83)
 DC0685
 DC0685_MARKER: S = SPIKE
 DC0685_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DC0685_SP_SET: OVERPASS ABUTMENT
 DC0685_STAMPING: U 57
 DC0685_MARK LOGO: CGS   
 DC0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0685
 DC0685  HISTORY     - Date     Condition        Report By
 DC0685  HISTORY     - UNK      MONUMENTED       CGS
 DC0685  HISTORY     - 1955     GOOD             CGS
 DC0685  HISTORY     - 1970     GOOD             CA-073
 DC0685  HISTORY     - 1978     GOOD             NGS
 DC0685  HISTORY     - 1987     GOOD             NGS
 DC0685  HISTORY     - 20080927 MARK NOT FOUND   GEOCAC
 DC0685
 DC0685                          STATION DESCRIPTION
 DC0685
 DC0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0685'0.7 MI N FROM PALM CITY.
 DC0685'0.7 MILE NORTH ALONG THE SAN DIEGO AND ARIZONA EASTERN RAILWAY
 DC0685'FROM THE CROSSING OF PALM AVENUE AT PALM CITY, AT THE STEEL
 DC0685'BRIDGE OVER MAIN STREET, IN THE TOP OF THE EAST END OF THE NORTH
 DC0685'CONCRETE ABUTMENT, 4.1 FEET EAST OF THE EAST RAIL, AND ABOUT
 DC0685'LEVEL WITH THE TRACK.  NOTE-- THIS RAILROAD SPIKE IS NOW STAMPED
 DC0685'U 57.
 DC0685
 DC0685                          STATION RECOVERY (1970)
 DC0685
 DC0685'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0685'RECOVERED IN GOOD CONDITION.
 DC0685
 DC0685                          STATION RECOVERY (1978)
 DC0685
 DC0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0685'RECOVERED IN GOOD CONDITION.
 DC0685
 DC0685                          STATION RECOVERY (1987)
 DC0685
 DC0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0685'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 DC0685'MI) NORTH ALONG HOLLISTER STREET FROM THE INTERSECTION OF PALM AVENUE
 DC0685'AND THE SAN DIEGO TROLLEY TRACKS IN PALM CITY, IN TOP AND CENTER OF
 DC0685'THE NORTH ABUTMENT OF THE TROLLEY BRIDGE OVER MAIN STREET, 3.2 M
 DC0685'(10.5 FT) WEST OF THE WEST RAIL OF THE EASTMOST SET OF TRACKS, 1.2 M
 DC0685'(3.9 FT) EAST OF THE EAST RAIL OF THE WESTMOST SET OF TRACKS, ABOUT 6
 DC0685'M (19.7 FT) ABOVE THE STREETS.
 DC0685'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DC0685
 DC0685                          STATION RECOVERY (2008)
 DC0685
 DC0685'RECOVERY NOTE BY GEOCACHING 2008
 DC0685'CURRENT CONSTRUCTION IS ALL CONCRETE BRIDGE - NORTHERLY SECTIONS OF
 DC0685'CONCRETE SHOWED NO SIGN OF A SPIKE.
 DC0685'MIGHT BE WORTH A SECOND LOOK BUT WATCH FOR REGULARLY PASSING TROLLEYS.
 DC0685' 
 DC0685'PHOTOS TAKEN FROM MULTIPLE ANGLES DO NOT REVEAL ANY SIGN OF A SPIKE.
 DC0685'NOTHING BUT SMOOTH CONCRETE NEAR DESCRIBED POSITION OF N32.595086
 DC0685'W117.083810.
 DC0685'THIS ONE IS LOST - CANNOT PROVIDE PROOF OF DESTRUCTION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0807 ***********************************************************************
 JT0807  DESIGNATION -  U 736
 JT0807  PID         -  JT0807
 JT0807  STATE/COUNTY-  CA/MARIN
 JT0807  USGS QUAD   -  NOVATO (1980)
 JT0807
 JT0807                         *CURRENT SURVEY CONTROL
 JT0807  ___________________________________________________________________
 JT0807* NAD 83(1986)-  38 03 22.     (N)    122 31 47.     (W)     SCALED    
 JT0807* NAVD 88     -        14.20   (+/-2cm)      46.6    (feet)  VERTCON   
 JT0807  ___________________________________________________________________
 JT0807  GEOID HEIGHT-         -32.07  (meters)                     GEOID09
 JT0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0807
 JT0807.The horizontal coordinates were scaled from a topographic map and have
 JT0807.an estimated accuracy of +/- 6 seconds.
 JT0807.
 JT0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0807
 JT0807.The vertical order pertains to the NGVD 29 superseded value.
 JT0807
 JT0807.The geoid height was determined by GEOID09.
 JT0807
 JT0807;                    North         East    Units  Estimated Accuracy
 JT0807;SPC CA 3     -   674,630.    1,821,880.      MT  (+/- 180 meters Scaled)
 JT0807
 JT0807                          SUPERSEDED SURVEY CONTROL
 JT0807
 JT0807  NGVD 29 (??/??/92)   13.380  (m)           43.90   (f) ADJ UNCH    1 2
 JT0807
 JT0807.Superseded values are not recommended for survey control.
 JT0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0807.See file dsdata.txt to determine how the superseded data were derived.
 JT0807
 JT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH412121(NAD 83)
 JT0807
 JT0807_MARKER: DB = BENCH MARK DISK
 JT0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0807_SP_SET: CON FOUNDATION
 JT0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0807
 JT0807  HISTORY     - Date     Condition        Report By
 JT0807  HISTORY     - UNK      MONUMENTED       CGS
 JT0807  HISTORY     - 1956     MARK NOT FOUND   CGS
 JT0807
 JT0807                          STATION DESCRIPTION
 JT0807
 JT0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0807'AT HAMILTON FIELD.
 JT0807'AT HAMILTON FIELD, AT THE MAIN ENTRANCE, ON THE SOUTH SIDE
 JT0807'AND NEAR THE WEST END OF THE CENTER ISLAND AT THE ENTRANCE,
 JT0807'10 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING OUT OF THE
 JT0807'FIELD, 6 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING INTO
 JT0807'THE FIELD, IN THE CONCRETE FOUNDATION OF THE GUARDHOUSE, AND
 JT0807'0.6 FOOT SOUTH OF THE SOUTH FACE OF THE GUARDHOUSE.  NOTE-- THE
 JT0807'MAIN GATE HAS BEEN REMOVED AND THE MARK WAS PROBABLY DESTROYED
 JT0807'IN THE PROCESS, THE CENTER ISLAND IS NO LONGER THERE AND THE
 JT0807'ROAD IS NOW COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0139 ***********************************************************************
 HT0139  DESIGNATION -  U 737
 HT0139  PID         -  HT0139
 HT0139  STATE/COUNTY-  CA/CONTRA COSTA
 HT0139  USGS QUAD   -  WALNUT CREEK (1995)
 HT0139
 HT0139                         *CURRENT SURVEY CONTROL
 HT0139  ___________________________________________________________________
 HT0139* NAD 83(1986)-  37 59 28.     (N)    122 03 33.     (W)     SCALED    
 HT0139* NAVD 88     -         5.23   (+/-2cm)      17.2    (feet)  VERTCON   
 HT0139  ___________________________________________________________________
 HT0139  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 HT0139  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0139
 HT0139.This mark is at Buchanan Field Airport (CCR)
 HT0139
 HT0139.The horizontal coordinates were scaled from a topographic map and have
 HT0139.an estimated accuracy of +/- 6 seconds.
 HT0139.
 HT0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0139
 HT0139.The vertical order pertains to the NGVD 29 superseded value.
 HT0139
 HT0139.The geoid height was determined by GEOID09.
 HT0139
 HT0139;                    North         East    Units  Estimated Accuracy
 HT0139;SPC CA 3     -   666,630.    1,863,050.      MT  (+/- 180 meters Scaled)
 HT0139
 HT0139                          SUPERSEDED SURVEY CONTROL
 HT0139
 HT0139  NGVD 29 (??/??/92)    4.436  (m)           14.55   (f) ADJ UNCH    1 2
 HT0139
 HT0139.Superseded values are not recommended for survey control.
 HT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0139.See file dsdata.txt to determine how the superseded data were derived.
 HT0139
 HT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH826052(NAD 83)
 HT0139
 HT0139_MARKER: DB = BENCH MARK DISK
 HT0139_SETTING: 0 = UNSPECIFIED SETTING
 HT0139_STAMPING: U 737 1944
 HT0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0139
 HT0139  HISTORY     - Date     Condition        Report By
 HT0139  HISTORY     - 1944     MONUMENTED       CGS
 HT0139  HISTORY     - 1970     GOOD             NGS
 HT0139  HISTORY     - 1983     GOOD             USGS
 HT0139
 HT0139                          STATION DESCRIPTION
 HT0139
 HT0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HT0139'AT BUCHANAN FIELD AIRPORT.
 HT0139'LOCATED IN THE NW QUADRANT OF BUCHANAN FIELD NEAR THE WASHING
 HT0139'AREA FOR AIRPLANES, 89.0 FT. S OF THE SW CORNER OF A SMALL
 HT0139'BLDG. CONTAINING REST ROOMS, 36.1 FT. N OF A FENCE CORNER, 3.3
 HT0139'FT. S OF THE S EDGE OF A MASS OF CONCRETE SHAPED LIKE THE
 HT0139'LETTER T AND APPROX. 300 FT. W OF THE W EDGE OF RUNWAY 14R.
 HT0139
 HT0139                          STATION RECOVERY (1983)
 HT0139
 HT0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 HT0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2256 ***********************************************************************
 GU2256  DESIGNATION -  U 738
 GU2256  PID         -  GU2256
 GU2256  STATE/COUNTY-  CA/SANTA CRUZ
 GU2256  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2256
 GU2256                         *CURRENT SURVEY CONTROL
 GU2256  ___________________________________________________________________
 GU2256* NAD 83(1986)-  36 56 15.     (N)    121 46 34.     (W)     SCALED    
 GU2256* NAVD 88     -        36.25   (+/-2cm)     118.9    (feet)  VERTCON   
 GU2256  ___________________________________________________________________
 GU2256  GEOID HEIGHT-         -33.26  (meters)                     GEOID09
 GU2256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2256
 GU2256.The horizontal coordinates were scaled from a topographic map and have
 GU2256.an estimated accuracy of +/- 6 seconds.
 GU2256.
 GU2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2256
 GU2256.The vertical order pertains to the NGVD 29 superseded value.
 GU2256
 GU2256.The geoid height was determined by GEOID09.
 GU2256
 GU2256;                    North         East    Units  Estimated Accuracy
 GU2256;SPC CA 3     -   549,330.    1,886,320.      MT  (+/- 180 meters Scaled)
 GU2256
 GU2256                          SUPERSEDED SURVEY CONTROL
 GU2256
 GU2256  NGVD 29 (??/??/92)   35.423  (m)          116.22   (f) ADJ UNCH    2 0
 GU2256
 GU2256.Superseded values are not recommended for survey control.
 GU2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2256.See file dsdata.txt to determine how the superseded data were derived.
 GU2256
 GU2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF089886(NAD 83)
 GU2256
 GU2256_MARKER: DB = BENCH MARK DISK
 GU2256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2256_SP_SET: CULVERT
 GU2256_STAMPING: U 738 1945
 GU2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2256
 GU2256  HISTORY     - Date     Condition        Report By
 GU2256  HISTORY     - 1945     MONUMENTED       CGS
 GU2256  HISTORY     - 1976     MARK NOT FOUND   NGS
 GU2256
 GU2256                          STATION DESCRIPTION
 GU2256
 GU2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GU2256'2.5 MI N FROM WATSONVILLE.
 GU2256'2.5 MILES NORTH ALONG OLD STATE HIGHWAY 1 FROM THE SOUTHERN
 GU2256'PACIFIC CO. RAILROAD STATION AT WATSONVILLE, SANTA CRUZ COUNTY, AT
 GU2256'THE JUNCTION OF A SIDE ROAD LEADING TO WATSONVILLE MUNICIPAL
 GU2256'AIRPORT, 160 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 17.7
 GU2256'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT, IN
 GU2256'THE TOP OF THE NORTHEAST WALL, AND 12.7 FEET SOUTH OF THE CENTERLINE
 GU2256'OF A ROAD LEADING EAST TO A TRAILER PARK.  AN IRON BENCH-MARK DISK,
 GU2256'STAMPED U 738 1945.
 GU2256
 GU2256                          STATION RECOVERY (1976)
 GU2256
 GU2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GU2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0099 ***********************************************************************
 DZ0099  DESIGNATION -  U 739
 DZ0099  PID         -  DZ0099
 DZ0099  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0099  USGS QUAD   -  LOMPOC (1982)
 DZ0099
 DZ0099                         *CURRENT SURVEY CONTROL
 DZ0099  ___________________________________________________________________
 DZ0099* NAD 83(1986)-  34 38 55.     (N)    120 27 28.     (W)     SCALED    
 DZ0099* NAVD 88     -        29.86   (+/-2cm)      98.0    (feet)  VERTCON   
 DZ0099  ___________________________________________________________________
 DZ0099  GEOID HEIGHT-         -36.03  (meters)                     GEOID09
 DZ0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0099
 DZ0099.This mark is at Lompoc Airport (LPC)
 DZ0099
 DZ0099.The horizontal coordinates were scaled from a topographic map and have
 DZ0099.an estimated accuracy of +/- 6 seconds.
 DZ0099.
 DZ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0099
 DZ0099.The vertical order pertains to the NGVD 29 superseded value.
 DZ0099
 DZ0099.The geoid height was determined by GEOID09.
 DZ0099
 DZ0099;                    North         East    Units  Estimated Accuracy
 DZ0099;SPC CA 5     -   630,160.    1,774,720.      MT  (+/- 180 meters Scaled)
 DZ0099
 DZ0099                          SUPERSEDED SURVEY CONTROL
 DZ0099
 DZ0099  NGVD 29 (??/??/92)   29.088  (m)           95.43   (f) ADJ UNCH    1 2
 DZ0099
 DZ0099.Superseded values are not recommended for survey control.
 DZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0099.See file dsdata.txt to determine how the superseded data were derived.
 DZ0099
 DZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD329370(NAD 83)
 DZ0099
 DZ0099_MARKER: DB = BENCH MARK DISK
 DZ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0099_STAMPING: U 739 1945
 DZ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0099+STABILITY: SURFACE MOTION
 DZ0099
 DZ0099  HISTORY     - Date     Condition        Report By
 DZ0099  HISTORY     - 1945     MONUMENTED       CGS
 DZ0099  HISTORY     - 1956     GOOD             CGS
 DZ0099  HISTORY     - 19890307 MARK NOT FOUND   NGS
 DZ0099
 DZ0099                          STATION DESCRIPTION
 DZ0099
 DZ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0099'AT LOMPOC AIRPORT.
 DZ0099'AT LOMPOC AIRPORT, 0.6 MILE NORTH ALONG STATE HIGHWAY 1 (NORTH H
 DZ0099'STREET) FROM THE BANK OF AMERICA AT LOMPOC, 88 FEET NORTH OF
 DZ0099'THE NORTH ONE OF A ROW OF TELEPHONE POLES, 52 1/2 FEET WEST
 DZ0099'OF THE CENTER LINE OF THE STREET, 45.6 FEET EAST OF THE NORTHEAST
 DZ0099'CORNER OF A CORRUGATED METAL HANGAR, 25.4 FEET SOUTHEAST OF A
 DZ0099'FIRE HYDRANT, 1.4 FEET WEST OF A FENCE, 0.6 FOOT NORTH OF A
 DZ0099'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 DZ0099'UNDERGROUND.
 DZ0099
 DZ0099                          STATION RECOVERY (1989)
 DZ0099
 DZ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW1609 ***********************************************************************
 EW1609  DESIGNATION -  U 740
 EW1609  PID         -  EW1609
 EW1609  STATE/COUNTY-  CA/LOS ANGELES
 EW1609  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1609
 EW1609                         *CURRENT SURVEY CONTROL
 EW1609  ___________________________________________________________________
 EW1609* NAD 83(1986)-  34 01 09.     (N)    118 26 43.     (W)     SCALED    
 EW1609* NAVD 88     -        50.06   (+/-2cm)     164.2    (feet)  VERTCON   
 EW1609  ___________________________________________________________________
 EW1609  GEOID HEIGHT-         -35.66  (meters)                     GEOID09
 EW1609  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1609
 EW1609.This mark is at Santa Monica Municipal Airport (SMO)
 EW1609
 EW1609.The horizontal coordinates were scaled from a topographic map and have
 EW1609.an estimated accuracy of +/- 6 seconds.
 EW1609.
 EW1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1609
 EW1609.The vertical order pertains to the NGVD 29 superseded value.
 EW1609
 EW1609.The geoid height was determined by GEOID09.
 EW1609
 EW1609;                    North         East    Units  Estimated Accuracy
 EW1609;SPC CA 5     -   557,680.    1,958,870.      MT  (+/- 180 meters Scaled)
 EW1609
 EW1609                          SUPERSEDED SURVEY CONTROL
 EW1609
 EW1609  NGVD 29 (??/??/92)   49.303  (m)          161.75   (f) ADJ UNCH    1 2
 EW1609
 EW1609.Superseded values are not recommended for survey control.
 EW1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1609.See file dsdata.txt to determine how the superseded data were derived.
 EW1609
 EW1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT665652(NAD 83)
 EW1609
 EW1609_MARKER: DB = BENCH MARK DISK
 EW1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1609_SP_SET: CONCRETE FOUNDATION
 EW1609_STAMPING: U 740 1945
 EW1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1609
 EW1609  HISTORY     - Date     Condition        Report By
 EW1609  HISTORY     - 1945     MONUMENTED       CGS
 EW1609  HISTORY     - 1960     GOOD             CGS
 EW1609
 EW1609                          STATION DESCRIPTION
 EW1609
 EW1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EW1609'AT SANTA MONICA MUN AIRPORT.
 EW1609'AT SANTA MONICA MUNICIPAL AIRPORT, AT THE CONTROL TOWER, IN TOP
 EW1609'OF THE EAST CORNER OF THE EAST CONCRETE FOUNDATION SUPPORTING
 EW1609'THE EAST WOODEN LEG OF THE TOWER, 13 1/2 FEET NORTHEAST OF THE
 EW1609'CENTER OF STEPS LEADING TO THE TOWER, NEAR THE EAST CORNER OF
 EW1609'THE AIRPORT, AND ABOUT 4 FEET LOWER THAN THE SURROUNDING ASPHALT
 EW1609'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1074 ***********************************************************************
 DC1074  DESIGNATION -  U 741
 DC1074  PID         -  DC1074
 DC1074  STATE/COUNTY-  CA/SAN DIEGO
 DC1074  USGS QUAD   -  LA MESA (1980)
 DC1074
 DC1074                         *CURRENT SURVEY CONTROL
 DC1074  ___________________________________________________________________
 DC1074* NAD 83(1986)-  32 52 21.     (N)    117 07 24.     (W)     SCALED    
 DC1074* NAVD 88     -       147.89   (+/-2cm)     485.2    (feet)  VERTCON   
 DC1074  ___________________________________________________________________
 DC1074  GEOID HEIGHT-         -34.31  (meters)                     GEOID09
 DC1074  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1074
 DC1074.The horizontal coordinates were scaled from a topographic map and have
 DC1074.an estimated accuracy of +/- 6 seconds.
 DC1074.
 DC1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1074
 DC1074.The vertical order pertains to the NGVD 29 superseded value.
 DC1074
 DC1074.The geoid height was determined by GEOID09.
 DC1074
 DC1074;                    North         East    Units  Estimated Accuracy
 DC1074;SPC CA 6     -   578,620.    1,918,270.      MT  (+/- 180 meters Scaled)
 DC1074
 DC1074                          SUPERSEDED SURVEY CONTROL
 DC1074
 DC1074  NGVD 29 (??/??/??)  147.247  (m)          483.09   (f) ADJUSTED    1 2
 DC1074
 DC1074.Superseded values are not recommended for survey control.
 DC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1074.See file dsdata.txt to determine how the superseded data were derived.
 DC1074
 DC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS884371(NAD 83)
 DC1074
 DC1074_MARKER: DB = BENCH MARK DISK
 DC1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1074_SP_SET: FLAGPOLE BASE
 DC1074_STAMPING: U 741 1945
 DC1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1074
 DC1074  HISTORY     - Date     Condition        Report By
 DC1074  HISTORY     - 1945     MONUMENTED       CGS
 DC1074  HISTORY     - 1955     MARK NOT FOUND   CGS
 DC1074
 DC1074                          STATION DESCRIPTION
 DC1074
 DC1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DC1074'AT CAMP KEARNEY.
 DC1074'AT THE CAMP KEARNEY NAVAL AUX. AIR STATION, SET IN THE
 DC1074'SOUTHWEST CORNER OF THE OLD FLAGPOLE BASE LOCATED INSIDE THE STONE
 DC1074'FENCE AROUND THE MONUMENT, 20 FEET SOUTHWEST OF THE NORTHWEST
 DC1074'CORNER OF THE MONUMENT BASE AND 18 FEET NORTHWEST OF THE
 DC1074'SOUTHWEST CORNER, 12 FEET EAST OF THE WEST STONE FENCE.  BRONZE
 DC1074'BENCH MARK DISK ABOUT 1 FOOT ABOVE GROUND LEVEL.
 DC1074
 DC1074                          STATION RECOVERY (1955)
 DC1074
 DC1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DC1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0361 ***********************************************************************
 LU0361  DESIGNATION -  U 742 USE
 LU0361  PID         -  LU0361
 LU0361  STATE/COUNTY-  CA/TEHAMA
 LU0361  USGS QUAD   -  RED BLUFF WEST (1969)
 LU0361
 LU0361                         *CURRENT SURVEY CONTROL
 LU0361  ___________________________________________________________________
 LU0361* NAD 83(1986)-  40 09 23.     (N)    122 15 22.     (W)     SCALED    
 LU0361* NAVD 88     -       107.67   (+/-2cm)     353.2    (feet)  VERTCON   
 LU0361  ___________________________________________________________________
 LU0361  GEOID HEIGHT-         -28.70  (meters)                     GEOID09
 LU0361  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0361
 LU0361.This mark is at Red Bluff Airport (RBL)
 LU0361
 LU0361.The horizontal coordinates were scaled from a topographic map and have
 LU0361.an estimated accuracy of +/- 6 seconds.
 LU0361.
 LU0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0361
 LU0361.The vertical order pertains to the NGVD 29 superseded value.
 LU0361
 LU0361.The geoid height was determined by GEOID09.
 LU0361
 LU0361;                    North         East    Units  Estimated Accuracy
 LU0361;SPC CA 1     -   591,420.    1,978,180.      MT  (+/- 180 meters Scaled)
 LU0361
 LU0361                          SUPERSEDED SURVEY CONTROL
 LU0361
 LU0361  NGVD 29 (??/??/92)  106.929  (m)          350.82   (f) ADJ UNCH    1 2
 LU0361
 LU0361.Superseded values are not recommended for survey control.
 LU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0361.See file dsdata.txt to determine how the superseded data were derived.
 LU0361
 LU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK633453(NAD 83)
 LU0361
 LU0361_MARKER: DD = SURVEY DISK
 LU0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0361_SP_SET: BUILDING
 LU0361_STAMPING: U 742
 LU0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0361
 LU0361  HISTORY     - Date     Condition        Report By
 LU0361  HISTORY     - UNK      MONUMENTED       DOD
 LU0361  HISTORY     - 1947     GOOD             CGS
 LU0361
 LU0361                          STATION DESCRIPTION
 LU0361
 LU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0361'AT BIDWELL AIRPORT.
 LU0361'AT BIDWELL AIRPORT, TEHAMA COUNTY, WEST ACROSS THE FIELD
 LU0361'FROM THE ADMINISTRATION BUILDING, AT THE OLD HEADQUARTERS BUILDING,
 LU0361'138.9 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 120 FEET
 LU0361'NORTH OF THE NORTHEAST CORNER OF THE OLD HANGAR, 40.2 FEET NORTH
 LU0361'OF THE NORTHEAST CORNER OF A WHITE DWELLING, 19.7 FEET WEST
 LU0361'OF THE AIRPORT FENCE, IN LINE WITH THE EAST FACE OF THE
 LU0361'DWELLING AND THE HANGAR, IN THE TOP OF THE SOUTHEAST CORNER OF
 LU0361'THE FOUNDATION OF THE FORMER UNITED AIRLINES BUILDING, AND
 LU0361'0.8 FOOT ABOVE THE LEVEL OF THE CONCRETE SIDEWALK.  A
 LU0361'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED U 742.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0832 ***********************************************************************
 JS0832  DESIGNATION -  U 744
 JS0832  PID         -  JS0832
 JS0832  STATE/COUNTY-  CA/SACRAMENTO
 JS0832  USGS QUAD   -  CARMICHAEL (1992)
 JS0832
 JS0832                         *CURRENT SURVEY CONTROL
 JS0832  ___________________________________________________________________
 JS0832* NAD 83(1986)-  38 33 51.     (N)    121 17 56.     (W)     SCALED    
 JS0832* NAVD 88     -        27.22   (+/-2cm)      89.3    (feet)  VERTCON   
 JS0832  ___________________________________________________________________
 JS0832  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 JS0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0832
 JS0832.The horizontal coordinates were scaled from a topographic map and have
 JS0832.an estimated accuracy of +/- 6 seconds.
 JS0832.
 JS0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0832
 JS0832.The vertical order pertains to the NGVD 29 superseded value.
 JS0832
 JS0832.The geoid height was determined by GEOID09.
 JS0832
 JS0832;                    North         East    Units  Estimated Accuracy
 JS0832;SPC CA 2     -   599,860.    2,061,100.      MT  (+/- 180 meters Scaled)
 JS0832
 JS0832                          SUPERSEDED SURVEY CONTROL
 JS0832
 JS0832  NGVD 29 (??/??/92)   26.478  (m)           86.87   (f) ADJ UNCH    2 0
 JS0832
 JS0832.Superseded values are not recommended for survey control.
 JS0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0832.See file dsdata.txt to determine how the superseded data were derived.
 JS0832
 JS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482697(NAD 83)
 JS0832
 JS0832_MARKER: DB = BENCH MARK DISK
 JS0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0832_SP_SET: TOWER LEG FOUNDATION
 JS0832_STAMPING: U 744 1945
 JS0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0832
 JS0832  HISTORY     - Date     Condition        Report By
 JS0832  HISTORY     - 1945     MONUMENTED       CGS
 JS0832  HISTORY     - 1983     MARK NOT FOUND   DMA
 JS0832
 JS0832                          STATION DESCRIPTION
 JS0832
 JS0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0832'5.5 MI NE FROM PERKINS.
 JS0832'AT MATHER FIELD, 131.0 FEET SOUTH OF CENTER-LINE OF H STREET, 76.0
 JS0832'FEET WEST NORTHWEST OF SOUTHWEST CORNER OF OPERATIONS BUILDING, AT
 JS0832'CONTROL TOWER, SET VERTICALLY IN THE NORTH FACE OF CONCRETE
 JS0832'FOUNDATION FOR NORTHWEST LEG OF TOWER, 0.3 FOOT ABOVE THE GROUND,
 JS0832'0.2 FOOT BELOW THE EDGE OF THE TOP OF FOUNDATION.  AN IRON
 JS0832'BENCH-MARK DISK, STAMPED U 744 1945.  NOTE-- TO REACH MATHER FIELD
 JS0832'FROM THE JUNCTION OF THE HIGHWAYS AT PERKINS GO NORTHEAST ALONG U.S.
 JS0832'HIGHWAY 50 5.5 MILES TO MILLS, THENCE, TURN SOUTH ALONG PAVED
 JS0832'ROAD 1.4 MILES TO THE MAIN GATE AT THE AIRFIELD.
 JS0832
 JS0832                          STATION RECOVERY (1983)
 JS0832
 JS0832'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 JS0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1557 ***********************************************************************
 HS1557  DESIGNATION -  U 745
 HS1557  PID         -  HS1557
 HS1557  STATE/COUNTY-  CA/MERCED
 HS1557  USGS QUAD   -  ATWATER (1987)
 HS1557
 HS1557                         *CURRENT SURVEY CONTROL
 HS1557  ___________________________________________________________________
 HS1557* NAD 83(1986)-  37 20 50.     (N)    120 34 36.     (W)     SCALED    
 HS1557* NAVD 88     -        50.92   (+/-2cm)     167.1    (feet)  VERTCON   
 HS1557  ___________________________________________________________________
 HS1557  GEOID HEIGHT-         -31.84  (meters)                     GEOID09
 HS1557  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1557
 HS1557.The horizontal coordinates were scaled from a topographic map and have
 HS1557.an estimated accuracy of +/- 6 seconds.
 HS1557.
 HS1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1557
 HS1557.The vertical order pertains to the NGVD 29 superseded value.
 HS1557
 HS1557.The geoid height was determined by GEOID09.
 HS1557
 HS1557;                    North         East    Units  Estimated Accuracy
 HS1557;SPC CA 3     -   594,030.    1,993,210.      MT  (+/- 180 meters Scaled)
 HS1557
 HS1557                          SUPERSEDED SURVEY CONTROL
 HS1557
 HS1557  NGVD 29 (??/??/92)   50.161  (m)          164.57   (f) ADJ UNCH    1 2
 HS1557
 HS1557.Superseded values are not recommended for survey control.
 HS1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1557.See file dsdata.txt to determine how the superseded data were derived.
 HS1557
 HS1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG146361(NAD 83)
 HS1557
 HS1557_MARKER: DB = BENCH MARK DISK
 HS1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1557_STAMPING: U 745 1945
 HS1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1557+STABILITY: SURFACE MOTION
 HS1557
 HS1557  HISTORY     - Date     Condition        Report By
 HS1557  HISTORY     - 1945     MONUMENTED       CGS
 HS1557  HISTORY     - 1958     GOOD             CGS
 HS1557
 HS1557                          STATION DESCRIPTION
 HS1557
 HS1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1557'2 MI SE FROM ATWATER.
 HS1557'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS1557'THE STATION AT ATWATER, MERCED COUNTY, THENCE 0.9 MILE NORTH
 HS1557'ALONG BUHACH AVENUE, NEAR THE SOUTHEAST CORNER OF A PEACH ORCHARD,
 HS1557'AT A RIGHT-ANGLE TURN IN AN IRRIGATION CANAL, 30.2 FEET NORTH
 HS1557'OF THE NORTH FACE OF A CONCRETE DAM IN THE CANAL, 24.5 FEET WEST
 HS1557'OF THE CENTERLINE OF THE ROAD, 14 FEET NORTH OF THE CENTER OF
 HS1557'AN IRON WHEEL OPERATING A GATE CONTROLLING THE FLOW OF WATER
 HS1557'INTO CULVERT 48-45 UNDER THE ROAD, 3.5 FEET SOUTH OF A
 HS1557'POWER-TRANSMISSION POLE, IN LINE WITH THE ROW OF POLES, AND 2
 HS1557'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HS1557'STAMPED U 745 1945 AND SET IN THE TOP OF A CONCRETE POST
 HS1557'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0741 ***********************************************************************
 GT0741  DESIGNATION -  U 746
 GT0741  PID         -  GT0741
 GT0741  STATE/COUNTY-  CA/KINGS
 GT0741  USGS QUAD   -  WESTHAVEN (1981)
 GT0741
 GT0741                         *CURRENT SURVEY CONTROL
 GT0741  ___________________________________________________________________
 GT0741* NAD 83(1986)-  36 14 59.     (N)    119 56 28.     (W)     SCALED    
 GT0741* NAVD 88     -        73.91   (+/-2cm)     242.5    (feet)  VERTCON   
 GT0741  ___________________________________________________________________
 GT0741  GEOID HEIGHT-         -33.79  (meters)                     GEOID09
 GT0741  VERT ORDER  -  THIRD (See Below)
 GT0741
 GT0741.The horizontal coordinates were scaled from a topographic map and have
 GT0741.an estimated accuracy of +/- 6 seconds.
 GT0741.
 GT0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0741
 GT0741.The vertical order pertains to the NGVD 29 superseded value.
 GT0741
 GT0741.The geoid height was determined by GEOID09.
 GT0741
 GT0741;                    North         East    Units  Estimated Accuracy
 GT0741;SPC CA 4     -   602,100.    1,915,420.      MT  (+/- 180 meters Scaled)
 GT0741
 GT0741                          SUPERSEDED SURVEY CONTROL
 GT0741
 GT0741  NGVD 29 (??/??/??)   73.03   (m)          239.6    (f) RESET       3  
 GT0741
 GT0741.Superseded values are not recommended for survey control.
 GT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0741.See file dsdata.txt to determine how the superseded data were derived.
 GT0741
 GT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA357156(NAD 83)
 GT0741
 GT0741_MARKER: DD = SURVEY DISK
 GT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0741_STAMPING: U 746
 GT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0741+STABILITY: SURFACE MOTION
 GT0741
 GT0741  HISTORY     - Date     Condition        Report By
 GT0741  HISTORY     - UNK      MONUMENTED       DOD
 GT0741  HISTORY     - 1957     GOOD             CGS
 GT0741  HISTORY     - 1966     GOOD             CGS
 GT0741
 GT0741                          STATION DESCRIPTION
 GT0741
 GT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GT0741'AT LEMOORE AIR FIELD.
 GT0741'AT LEMOORE AIR FIELD, KINGS COUNTY, 625 FEET EAST OF THE CONTROL
 GT0741'TOWER, IN THE TOP OF THE CONCRETE APRON, 98.8 FEET SOUTH ALONG
 GT0741'THE EDGE OF THE OLD APRON PAVEMENT (EXTENSION HAS BEEN MADE TO
 GT0741'THE EAST OF THE OLD APRON) FROM THE CENTERLINE OF THE TAXIWAY
 GT0741'(THIS IS THE POINT WHERE THE TAXIWAY CENTERLINE MEETS THE TIP
 GT0741'OF THE V FORMED WHERE THE OLD APRON MADE A TURN TO THE
 GT0741'NORTHWEST), 151.1 FEET WEST OF THE EAST EDGE OF THE NEW APRON,
 GT0741'NEAR THE POINT WHERE THE SOUTH SIDE OF THE ASPHALT PAVEMENT OF
 GT0741'THE TAXIWAY MEETS THE OLD APRON, 0.9 FOOT WEST OF THE EAST EDGE
 GT0741'OF THE OLD APRON, AND 0.9 FOOT SOUTH OF A JOINT IN THE CONCRETE.
 GT0741'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED U 746.
 GT0741'IN THE NORTHEAST QUARTER OF SECTION 30, T 19 S, R 19 E.
 GT0741
 GT0741                          STATION RECOVERY (1966)
 GT0741
 GT0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GT0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2301 ***********************************************************************
 EV2301  DESIGNATION -  U 747
 EV2301  PID         -  EV2301
 EV2301  STATE/COUNTY-  CA/KERN
 EV2301  USGS QUAD   -  EDWARDS (1992)
 EV2301
 EV2301                         *CURRENT SURVEY CONTROL
 EV2301  ___________________________________________________________________
 EV2301* NAD 83(1986)-  34 54 38.     (N)    117 52 51.     (W)     SCALED    
 EV2301* NAVD 88     -       699.96   (+/-2cm)    2296.5    (feet)  VERTCON   
 EV2301  ___________________________________________________________________
 EV2301  GEOID HEIGHT-         -32.00  (meters)                     GEOID09
 EV2301  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2301
 EV2301.The horizontal coordinates were scaled from a topographic map and have
 EV2301.an estimated accuracy of +/- 6 seconds.
 EV2301.
 EV2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2301
 EV2301.The vertical order pertains to the NGVD 29 superseded value.
 EV2301
 EV2301.The geoid height was determined by GEOID09.
 EV2301
 EV2301;                    North         East    Units  Estimated Accuracy
 EV2301;SPC CA 5     -   656,470.    2,010,890.      MT  (+/- 180 meters Scaled)
 EV2301
 EV2301                          SUPERSEDED SURVEY CONTROL
 EV2301
 EV2301  NGVD 29 (??/??/92)  699.161  (m)         2293.83   (f) ADJ UNCH    1 2
 EV2301
 EV2301.Superseded values are not recommended for survey control.
 EV2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2301.See file dsdata.txt to determine how the superseded data were derived.
 EV2301
 EV2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU195634(NAD 83)
 EV2301
 EV2301_MARKER: DB = BENCH MARK DISK
 EV2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2301_STAMPING: U 747 1945
 EV2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2301+STABILITY: SURFACE MOTION
 EV2301
 EV2301  HISTORY     - Date     Condition        Report By
 EV2301  HISTORY     - 1945     MONUMENTED       CGS
 EV2301  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2301
 EV2301                          STATION DESCRIPTION
 EV2301
 EV2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2301'AT MUROC.
 EV2301'AT MUROC, AT THE MUROC ARMY AIR FIELD, AT THE MAIN (NORTH)
 EV2301'GATE, 2.0 FEET WEST OF THE WEST FACE OF THE LARGE STONE COLUMN
 EV2301'ON THE WEST SIDE OF THE ENTRANCE, 2.0 FEET NORTH OF THE NORTH
 EV2301'FACE OF THE STONE FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET
 EV2301'IN THE TOP OF A WHITE PAINTED CONCRETE POST PROJECTING 0.3 FOOT
 EV2301'ABOVE THE GROUND.  AN IRON BENCH-MARK DISK, STAMPED U 747 1945.
 EV2301
 EV2301                          STATION RECOVERY (1961)
 EV2301
 EV2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0920 ***********************************************************************
 EV0920  DESIGNATION -  U 749
 EV0920  PID         -  EV0920
 EV0920  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0920  USGS QUAD   -  REDLANDS (1996)
 EV0920
 EV0920                         *CURRENT SURVEY CONTROL
 EV0920  ___________________________________________________________________
 EV0920* NAD 83(1986)-  34 05 45.     (N)    117 14 33.     (W)     SCALED    
 EV0920* NAVD 88     -       334.51   (+/-2cm)    1097.5    (feet)  VERTCON   
 EV0920  ___________________________________________________________________
 EV0920  GEOID HEIGHT-         -32.75  (meters)                     GEOID09
 EV0920  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0920
 EV0920.The horizontal coordinates were scaled from a topographic map and have
 EV0920.an estimated accuracy of +/- 6 seconds.
 EV0920.
 EV0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0920
 EV0920.The vertical order pertains to the NGVD 29 superseded value.
 EV0920
 EV0920.Photographs are available for this station.
 EV0920
 EV0920.The geoid height was determined by GEOID09.
 EV0920
 EV0920;                    North         East    Units  Estimated Accuracy
 EV0920;SPC CA 5     -   566,360.    2,069,900.      MT  (+/- 180 meters Scaled)
 EV0920
 EV0920                          SUPERSEDED SURVEY CONTROL
 EV0920
 EV0920  NGVD 29 (??/??/92)  333.782  (m)         1095.08   (f) ADJ UNCH    1 2
 EV0920
 EV0920.Superseded values are not recommended for survey control.
 EV0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0920.See file dsdata.txt to determine how the superseded data were derived.
 EV0920
 EV0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT776728(NAD 83)
 EV0920
 EV0920_MARKER: DB = BENCH MARK DISK
 EV0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0920_SP_SET: CONCRETE COLUMN
 EV0920_STAMPING: U 749 1945
 EV0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0920
 EV0920  HISTORY     - Date     Condition        Report By
 EV0920  HISTORY     - 1945     MONUMENTED       CGS
 EV0920  HISTORY     - 1956     GOOD             CGS
 EV0920
 EV0920                          STATION DESCRIPTION
 EV0920
 EV0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0920'AT NORTON AFB.
 EV0920'AT NORTON AIR FORCE BASE, SET VERTICALLY IN THE EAST FACE OF THE
 EV0920'SOUTHEAST CONCRETE COLUMN OF THE CONTROL TOWER AND OPERATIONS
 EV0920'BUILDING (NORTHEAST COLUMN OF A HANGAR), 3.2 FEET SOUTH OF THE SOUTH
 EV0920'SIDE OF THE SOUTH DOOR TO THE OPERATIONS OFFICE, AND 0.6 FOOT
 EV0920'ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0439 ***********************************************************************
 DW0439  DESIGNATION -  U 751
 DW0439  PID         -  DW0439
 DW0439  STATE/COUNTY-  CA/RIVERSIDE
 DW0439  USGS QUAD   -  CORN SPRING (1986)
 DW0439
 DW0439                         *CURRENT SURVEY CONTROL
 DW0439  ___________________________________________________________________
 DW0439* NAD 83(1986)-  33 44 28.     (N)    115 21 57.     (W)     SCALED    
 DW0439* NAVD 88     -       194.88   (+/-2cm)     639.4    (feet)  VERTCON   
 DW0439  ___________________________________________________________________
 DW0439  GEOID HEIGHT-         -32.78  (meters)                     GEOID09
 DW0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0439
 DW0439.The horizontal coordinates were scaled from a topographic map and have
 DW0439.an estimated accuracy of +/- 6 seconds.
 DW0439.
 DW0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0439
 DW0439.The vertical order pertains to the NGVD 29 superseded value.
 DW0439
 DW0439.The geoid height was determined by GEOID09.
 DW0439
 DW0439;                    North         East    Units  Estimated Accuracy
 DW0439;SPC CA 6     -   674,960.    2,081,930.      MT  (+/- 180 meters Scaled)
 DW0439
 DW0439                          SUPERSEDED SURVEY CONTROL
 DW0439
 DW0439  NGVD 29 (??/??/??)  194.205  (m)          637.15   (f) ADJUSTED    1 2
 DW0439
 DW0439.Superseded values are not recommended for survey control.
 DW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0439.See file dsdata.txt to determine how the superseded data were derived.
 DW0439
 DW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT513346(NAD 83)
 DW0439
 DW0439_MARKER: DB = BENCH MARK DISK
 DW0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0439_STAMPING: U 751 1945
 DW0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0439+STABILITY: SURFACE MOTION
 DW0439
 DW0439  HISTORY     - Date     Condition        Report By
 DW0439  HISTORY     - 1945     MONUMENTED       CGS
 DW0439  HISTORY     - 1948     GOOD             CGS
 DW0439  HISTORY     - 1985     GOOD             USGS
 DW0439
 DW0439                          STATION DESCRIPTION
 DW0439
 DW0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0439'2.7 MI NE FROM DESERT CENTER.
 DW0439'ALONG DESERT CENTER - RICE HIGHWAY, 2.7 MILES NORTHEAST OF THE
 DW0439'JUNCTION OF HIGHWAYS AT DESERT CENTER, 1.55 MILE SOUTHWEST OF
 DW0439'THE JUNCTION OF PAVED DRIVE LEADING TO DESERT CENTER ARMY AIR
 DW0439'FIELD, 39.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 4.5 FEET
 DW0439'NORTHEAST OF TELEPHONE POLE PAINTED BM (POLE NO. 135), 1.6 FEET
 DW0439'SOUTHWEST OF REFERENCE POST, SET IN TOP OF CONCRETE POST PROJECTING
 DW0439'0.5 FOOT ABOVE GROUND.  AN IRON BENCH-MARK DISK, STAMPED U 751
 DW0439'1945.
 DW0439
 DW0439                          STATION RECOVERY (1948)
 DW0439
 DW0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 DW0439'RECOVERED IN GOOD CONDITION.
 DW0439
 DW0439                          STATION RECOVERY (1985)
 DW0439
 DW0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0439'2.9 MILES NORTHEAST ALONG HIGHWAY 177 FROM THE DESERT CENTER TURNOFF
 DW0439'ON I-10, 0.1 MILE SOUTHWEST OF ROAD TO TRAILER PARK, 39.0 FEET
 DW0439'SOUTHEAST OF CENTERLINE OF HIGHWAY, 1.6 FEET SOUTHWEST OF REFERENCE
 DW0439'POST, SET IN TOP OF CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND, A
 DW0439'USC AND GC STEEL TABLET STAMPED 'U 751 1945'.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0729 ***********************************************************************
 EV0729  DESIGNATION -  U 752
 EV0729  PID         -  EV0729
 EV0729  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0729  USGS QUAD   -  MINNEOLA (1971)
 EV0729
 EV0729                         *CURRENT SURVEY CONTROL
 EV0729  ___________________________________________________________________
 EV0729* NAD 83(1986)-  34 51 13.     (N)    116 47 36.     (W)     SCALED    
 EV0729* NAVD 88     -       586.477  (meters)    1924.13   (feet)  ADJUSTED  
 EV0729  ___________________________________________________________________
 EV0729  GEOID HEIGHT-         -31.45  (meters)                     GEOID09
 EV0729  DYNAMIC HT  -         585.818 (meters)    1921.97  (feet)  COMP
 EV0729  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 EV0729
 EV0729  VERT ORDER  -  FIRST     CLASS I
 EV0729
 EV0729.This mark is at Barstow-Daggett Airport (DAG)
 EV0729
 EV0729.The horizontal coordinates were scaled from a topographic map and have
 EV0729.an estimated accuracy of +/- 6 seconds.
 EV0729.
 EV0729.The orthometric height was determined by differential leveling and
 EV0729.adjusted in June 1991.
 EV0729
 EV0729.WARNING-Repeat measurements at this control monument indicate possible
 EV0729.vertical movement.
 EV0729
 EV0729.The geoid height was determined by GEOID09.
 EV0729
 EV0729.The dynamic height is computed by dividing the NAVD 88
 EV0729.geopotential number by the normal gravity value computed on the
 EV0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0729.degrees latitude (g = 980.6199 gals.).
 EV0729
 EV0729.The modeled gravity was interpolated from observed gravity values.
 EV0729
 EV0729;                    North         East    Units  Estimated Accuracy
 EV0729;SPC CA 5     -   650,810.    2,110,340.      MT  (+/- 180 meters Scaled)
 EV0729
 EV0729                          SUPERSEDED SURVEY CONTROL
 EV0729
 EV0729  NGVD 29 (??/??/92)  585.727  (m)         1921.67   (f) ADJ UNCH    1 1
 EV0729
 EV0729.Superseded values are not recommended for survey control.
 EV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0729.See file dsdata.txt to determine how the superseded data were derived.
 EV0729
 EV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU188568(NAD 83)
 EV0729
 EV0729_MARKER: DB = BENCH MARK DISK
 EV0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0729_STAMPING: U 752 1945
 EV0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0729+STABILITY: SURFACE MOTION
 EV0729
 EV0729  HISTORY     - Date     Condition        Report By
 EV0729  HISTORY     - 1945     MONUMENTED       CGS
 EV0729  HISTORY     - 1974     GOOD             NGS
 EV0729  HISTORY     - 19960223 MARK NOT FOUND   USPSQD
 EV0729
 EV0729                          STATION DESCRIPTION
 EV0729
 EV0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0729'AT BARSTOW DAGGETT AIRPORT.
 EV0729'AT BARSTOW-DAGGETT AIRPORT, 0.3 MILE SOUTH OF AN ELEVATED WATER
 EV0729'TANK, AT THE FEDERAL AVIATION ADMINISTRATION BUILDING, 2.4 FEET
 EV0729'SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 13.1 FEET
 EV0729'NORTHEAST OF THE NORTHEAST CURB OF A PARKING LOT, 22.4 FEET
 EV0729'NORTHWEST OF A CYCLONE FENCE ALONG THE NORTHWEST SIDE OF A
 EV0729'TAXIWAY, 34 1/2 FEET WEST OF A FLAG POLE, 9.4 FEET NORTHWEST OF
 EV0729'THE NORTHWEST EDGE OF A SIDEWALK, 0.7 FOOT NORTHEAST OF THE
 EV0729'NORTHEAST EDGE OF A SIDEWALK, AND SET IN THE TOP OF A CONCRETE
 EV0729'POST 0.2 FOOT UNDERGROUND.  SEC 20, T 9 N, R 2 E.
 EV0729
 EV0729                          STATION RECOVERY (1996)
 EV0729
 EV0729'RECOVERY NOTE BY US POWER SQUADRON 1996
 EV0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1238 ***********************************************************************
 DC1238  DESIGNATION -  V 131
 DC1238  PID         -  DC1238
 DC1238  STATE/COUNTY-  CA/SAN DIEGO
 DC1238  USGS QUAD   -  
 DC1238
 DC1238                         *CURRENT SURVEY CONTROL
 DC1238  ___________________________________________________________________
 DC1238* NAD 83(1986)-  32 57 56.     (N)    117 15 56.     (W)     SCALED    
 DC1238* NAVD 88     -         7.059  (meters)      23.16   (feet)  ADJUSTED  
 DC1238  ___________________________________________________________________
 DC1238  GEOID HEIGHT-         -34.89  (meters)                     GEOID09
 DC1238  DYNAMIC HT  -           7.051 (meters)      23.13  (feet)  COMP
 DC1238  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DC1238
 DC1238  VERT ORDER  -  FIRST     CLASS I
 DC1238
 DC1238.The horizontal coordinates were scaled from a topographic map and have
 DC1238.an estimated accuracy of +/- 6 seconds.
 DC1238.
 DC1238.The orthometric height was determined by differential leveling and
 DC1238.adjusted in June 1991.
 DC1238
 DC1238.The geoid height was determined by GEOID09.
 DC1238
 DC1238.The dynamic height is computed by dividing the NAVD 88
 DC1238.geopotential number by the normal gravity value computed on the
 DC1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1238.degrees latitude (g = 980.6199 gals.).
 DC1238
 DC1238.The modeled gravity was interpolated from observed gravity values.
 DC1238
 DC1238;                    North         East    Units  Estimated Accuracy
 DC1238;SPC CA 6     -   589,060.    1,905,060.      MT  (+/- 180 meters Scaled)
 DC1238
 DC1238                          SUPERSEDED SURVEY CONTROL
 DC1238
 DC1238  NGVD 29 (??/??/92)    6.409  (m)           21.03   (f) ADJ UNCH    1 1
 DC1238
 DC1238.Superseded values are not recommended for survey control.
 DC1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1238.See file dsdata.txt to determine how the superseded data were derived.
 DC1238
 DC1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS751474(NAD 83)
 DC1238
 DC1238_MARKER: DB = BENCH MARK DISK
 DC1238_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DC1238_SP_SET: OVERPASS PIER
 DC1238_STAMPING: V 131 1933
 DC1238_MARK LOGO: CGS   
 DC1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1238
 DC1238  HISTORY     - Date     Condition        Report By
 DC1238  HISTORY     - 1933     MONUMENTED       CGS
 DC1238  HISTORY     - 1970     GOOD             NGS
 DC1238  HISTORY     - 1978     GOOD             NGS
 DC1238  HISTORY     - 1987     GOOD             NGS
 DC1238  HISTORY     - 1990     GOOD             USPSQD
 DC1238
 DC1238                          STATION DESCRIPTION
 DC1238
 DC1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DC1238'0.3 MI N FROM DEL MAR.
 DC1238'0.3 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DC1238'FROM THE STATION AT DEL MAR, SAN DIEGO COUNTY, AT AN OVERHEAD
 DC1238'HIGHWAY CROSSING, WEST OF THE TRACK, IN THE EAST SIDE OF THE
 DC1238'NORTH ONE OF A GROUP OF CONCRETE PIERS, AND 2 FEET ABOVE THE
 DC1238'TRACK.  A STANDARD DISK, STAMPED V 131 1933 AND SET VERTICALLY.
 DC1238
 DC1238                          STATION RECOVERY (1978)
 DC1238
 DC1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1238'RECOVERED IN GOOD CONDITION.
 DC1238
 DC1238                          STATION RECOVERY (1987)
 DC1238
 DC1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1238'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 DC1238'MI) NORTH ALONG CAMINO DEL MAR FROM THE INTERSECTION OF DEL MAR
 DC1238'HEIGHTS ROAD IN DEL MAR, ABOUT 0.6 KM (0.35 MI) SOUTHWEST OF THE SAN
 DC1238'DIEGUITO RIVER, AT A BRIDGE OVER THE ATCHISON TOPEKA AND SANTA FE
 DC1238'RAILROAD, SET VERTICALLY IN THE NORTHERNMOST 1 OF 5 PIERS OF THE
 DC1238'BRIDGE, ABOUT 8 M (26.2 FT) BELOW CAMINO DEL MAR, 0.3 M (1.0 FT)
 DC1238'ABOVE THE TRACKS, 1.8 M (5.9 FT) WEST OF THE WEST RAIL.
 DC1238'THE MARK IS 0.5 M ABOVE THE GROUND.
 DC1238
 DC1238                          STATION RECOVERY (1990)
 DC1238
 DC1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0185 ***********************************************************************
 EV0185  DESIGNATION -  V 41
 EV0185  PID         -  EV0185
 EV0185  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0185  USGS QUAD   -  VICTORVILLE (1993)
 EV0185
 EV0185                         *CURRENT SURVEY CONTROL
 EV0185  ___________________________________________________________________
 EV0185* NAD 83(1986)-  34 34 29.     (N)    117 19 23.     (W)     SCALED    
 EV0185* NAVD 88     -       816.918  (meters)    2680.17   (feet)  ADJUSTED  
 EV0185  ___________________________________________________________________
 EV0185  GEOID HEIGHT-         -31.87  (meters)                     GEOID09
 EV0185  DYNAMIC HT  -         815.950 (meters)    2677.00  (feet)  COMP
 EV0185  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 EV0185
 EV0185  VERT ORDER  -  FIRST     CLASS I
 EV0185
 EV0185.The horizontal coordinates were scaled from a topographic map and have
 EV0185.an estimated accuracy of +/- 6 seconds.
 EV0185.
 EV0185.The orthometric height was determined by differential leveling and
 EV0185.adjusted in June 1991.
 EV0185
 EV0185.The geoid height was determined by GEOID09.
 EV0185
 EV0185.The dynamic height is computed by dividing the NAVD 88
 EV0185.geopotential number by the normal gravity value computed on the
 EV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0185.degrees latitude (g = 980.6199 gals.).
 EV0185
 EV0185.The modeled gravity was interpolated from observed gravity values.
 EV0185
 EV0185;                    North         East    Units  Estimated Accuracy
 EV0185;SPC CA 5     -   619,420.    2,062,110.      MT  (+/- 180 meters Scaled)
 EV0185
 EV0185                          SUPERSEDED SURVEY CONTROL
 EV0185
 EV0185  NGVD 29 (??/??/92)  816.087  (m)         2677.45   (f) ADJ UNCH    1 1
 EV0185
 EV0185.Superseded values are not recommended for survey control.
 EV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0185.See file dsdata.txt to determine how the superseded data were derived.
 EV0185
 EV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU703259(NAD 83)
 EV0185
 EV0185_MARKER: DB = BENCH MARK DISK
 EV0185_SETTING: 80 = SET IN A BOULDER
 EV0185_SP_SET: BOULDER
 EV0185_STAMPING: V 41 1924
 EV0185_MARK LOGO: CGS   
 EV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0185+STABILITY: SURFACE MOTION
 EV0185
 EV0185  HISTORY     - Date     Condition        Report By
 EV0185  HISTORY     - 1924     MONUMENTED       CGS
 EV0185  HISTORY     - 1968     GOOD             CA-071
 EV0185  HISTORY     - 1977     GOOD             NGS
 EV0185  HISTORY     - 1987     GOOD             NGS
 EV0185
 EV0185                          STATION DESCRIPTION
 EV0185
 EV0185'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0185'2.1 MI SE FROM ORO GRANDE.
 EV0185'2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0185'RAILWAY FROM THE STATION AT ORO GRANDE, 3.1 MILES NORTHWEST OF
 EV0185'VICTORVILLE, 4 1/2 RAILS SOUTHEAST OF A 36-INCH CONCRETE PIPE
 EV0185'CULVERT, ABOUT 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EV0185'STEEL STRUCTURE OF U.S. HIGHWAY 66 BRIDGE OVER MOJAVE RIVER, IN
 EV0185'THE TOP OF A HUGE BOULDER, 31.8 FEET SOUTHWEST OF THE SOUTHWEST
 EV0185'RAIL OF THE SOUTH BOUND TRACK, ABOUT 4 FEET LOWER THAN THE
 EV0185'TRACK, AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THE DISK IS
 EV0185'SLANTING, ROD HELD OVER THE LETTER V IN THE WORK SURVEY DURING THE
 EV0185'1968 RELEVELING.
 EV0185
 EV0185                          STATION RECOVERY (1977)
 EV0185
 EV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0185'OMIT-FROM THE RAILWAY STATION. ADD-FROM THE SIDING SIGN AT ORO GRANDE.
 EV0185
 EV0185                          STATION RECOVERY (1987)
 EV0185
 EV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV0185'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IN QUAD LINE 104
 EV0185'IS ADEQUATE EXCEPT ADD-- 3.4 KM (2.10 MI) SOUTHEAST ALONG THE
 EV0185'ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE STATION SIGN IN ORO
 EV0185'GRANDE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0138 ***********************************************************************
 HT0138  DESIGNATION -  V 737
 HT0138  PID         -  HT0138
 HT0138  STATE/COUNTY-  CA/CONTRA COSTA
 HT0138  USGS QUAD   -  WALNUT CREEK (1995)
 HT0138
 HT0138                         *CURRENT SURVEY CONTROL
 HT0138  ___________________________________________________________________
 HT0138* NAD 83(1986)-  37 59 28.     (N)    122 03 33.     (W)     SCALED    
 HT0138* NAVD 88     -         5.36   (+/-2cm)      17.6    (feet)  VERTCON   
 HT0138  ___________________________________________________________________
 HT0138  GEOID HEIGHT-         -32.09  (meters)                     GEOID09
 HT0138  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0138
 HT0138.This mark is at Buchanan Field Airport (CCR)
 HT0138
 HT0138.The horizontal coordinates were scaled from a topographic map and have
 HT0138.an estimated accuracy of +/- 6 seconds.
 HT0138.
 HT0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0138
 HT0138.The vertical order pertains to the NGVD 29 superseded value.
 HT0138
 HT0138.The geoid height was determined by GEOID09.
 HT0138
 HT0138;                    North         East    Units  Estimated Accuracy
 HT0138;SPC CA 3     -   666,630.    1,863,050.      MT  (+/- 180 meters Scaled)
 HT0138
 HT0138                          SUPERSEDED SURVEY CONTROL
 HT0138
 HT0138  NGVD 29 (??/??/92)    4.567  (m)           14.98   (f) ADJ UNCH    1 2
 HT0138
 HT0138.Superseded values are not recommended for survey control.
 HT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0138.See file dsdata.txt to determine how the superseded data were derived.
 HT0138
 HT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH826052(NAD 83)
 HT0138
 HT0138_MARKER: DB = BENCH MARK DISK
 HT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0138_STAMPING: V 737 1944
 HT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0138+STABILITY: SURFACE MOTION
 HT0138
 HT0138  HISTORY     - Date     Condition        Report By
 HT0138  HISTORY     - 1944     MONUMENTED       CGS
 HT0138  HISTORY     - 1970     GOOD             NGS
 HT0138  HISTORY     - 1983     GOOD             USGS
 HT0138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HT0138
 HT0138                          STATION DESCRIPTION
 HT0138
 HT0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HT0138'AT BUCHANAN FIELD AIRPORT.
 HT0138'LOCATED IN THE NW QUADRANT OF BUCHANAN FIELD NEAR THE WASHING
 HT0138'AREA FOR AIRPLANES.  40.2 FT. SSE OF A FENCE CORNER, 32.0 FT.
 HT0138'SE OF THE NE CORNER OF A RAMP, 2.0 FT. SE OF A WOODEN WITNESS
 HT0138'POST AND APPROX. 220 FT. W OF THE W EDGE OF RUNWAY 14R.
 HT0138
 HT0138                          STATION RECOVERY (1983)
 HT0138
 HT0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 HT0138'RECOVERED IN GOOD CONDITION.
 HT0138
 HT0138                          STATION RECOVERY (1989)
 HT0138
 HT0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (LK)
 HT0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2252 ***********************************************************************
 GU2252  DESIGNATION -  V 738
 GU2252  PID         -  GU2252
 GU2252  STATE/COUNTY-  CA/SANTA CRUZ
 GU2252  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2252
 GU2252                         *CURRENT SURVEY CONTROL
 GU2252  ___________________________________________________________________
 GU2252* NAD 83(1986)-  36 55 53.     (N)    121 47 15.     (W)     SCALED    
 GU2252* NAVD 88     -        41.93   (+/-2cm)     137.6    (feet)  VERTCON   
 GU2252  ___________________________________________________________________
 GU2252  GEOID HEIGHT-         -33.32  (meters)                     GEOID09
 GU2252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2252
 GU2252.This mark is at Watsonville Municipal Airport (WVI)
 GU2252
 GU2252.The horizontal coordinates were scaled from a topographic map and have
 GU2252.an estimated accuracy of +/- 6 seconds.
 GU2252.
 GU2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2252
 GU2252.The vertical order pertains to the NGVD 29 superseded value.
 GU2252
 GU2252.The geoid height was determined by GEOID09.
 GU2252
 GU2252;                    North         East    Units  Estimated Accuracy
 GU2252;SPC CA 3     -   548,670.    1,885,300.      MT  (+/- 180 meters Scaled)
 GU2252
 GU2252                          SUPERSEDED SURVEY CONTROL
 GU2252
 GU2252  NGVD 29 (??/??/92)   41.108  (m)          134.87   (f) ADJ UNCH    2 0
 GU2252
 GU2252.Superseded values are not recommended for survey control.
 GU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2252.See file dsdata.txt to determine how the superseded data were derived.
 GU2252
 GU2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF079879(NAD 83)
 GU2252
 GU2252_MARKER: DB = BENCH MARK DISK
 GU2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2252_STAMPING: V 738 1945
 GU2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2252+STABILITY: SURFACE MOTION
 GU2252
 GU2252  HISTORY     - Date     Condition        Report By
 GU2252  HISTORY     - 1945     MONUMENTED       CGS
 GU2252  HISTORY     - 1976     MARK NOT FOUND   NGS
 GU2252
 GU2252                          STATION DESCRIPTION
 GU2252
 GU2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GU2252'AT WATSONVILLE MUN AIRPORT.
 GU2252'AT WATSONVILLE MUNICIPAL AIRPORT, SANTA CRUZ COUNTY, AT THE MAIN
 GU2252'GATE, 26.6 FEET NORTH OF THE NORTHWEST CORNER OF THE GUARDHOUSE,
 GU2252'18 FEET EAST OF THE CENTERLINE OF THE ROAD INTO THE AIRPORT,
 GU2252'AND 0.7 FOOT EAST OF THE EAST CURB.  AN IRON BENCH-MARK DISK,
 GU2252'STAMPED V 738 1945 AND SET IN THE TOP OF A CONCRETE POST
 GU2252'PROJECTING 0.4 FOOT ABOVE GROUND.
 GU2252
 GU2252                          STATION RECOVERY (1976)
 GU2252
 GU2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GU2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0095 ***********************************************************************
 DZ0095  DESIGNATION -  V 739
 DZ0095  PID         -  DZ0095
 DZ0095  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0095  USGS QUAD   -  LOMPOC (1982)
 DZ0095
 DZ0095                         *CURRENT SURVEY CONTROL
 DZ0095  ___________________________________________________________________
 DZ0095* NAD 83(1986)-  34 38 55.     (N)    120 27 32.     (W)     SCALED    
 DZ0095* NAVD 88     -        29.98   (+/-2cm)      98.4    (feet)  VERTCON   
 DZ0095  ___________________________________________________________________
 DZ0095  GEOID HEIGHT-         -36.03  (meters)                     GEOID09
 DZ0095  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0095
 DZ0095.This mark is at Lompoc Airport (LPC)
 DZ0095
 DZ0095.The horizontal coordinates were scaled from a topographic map and have
 DZ0095.an estimated accuracy of +/- 6 seconds.
 DZ0095.
 DZ0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0095
 DZ0095.The vertical order pertains to the NGVD 29 superseded value.
 DZ0095
 DZ0095.The geoid height was determined by GEOID09.
 DZ0095
 DZ0095;                    North         East    Units  Estimated Accuracy
 DZ0095;SPC CA 5     -   630,170.    1,774,620.      MT  (+/- 180 meters Scaled)
 DZ0095
 DZ0095                          SUPERSEDED SURVEY CONTROL
 DZ0095
 DZ0095  NGVD 29 (??/??/92)   29.217  (m)           95.86   (f) ADJ UNCH    1 2
 DZ0095
 DZ0095.Superseded values are not recommended for survey control.
 DZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0095.See file dsdata.txt to determine how the superseded data were derived.
 DZ0095
 DZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD328370(NAD 83)
 DZ0095
 DZ0095_MARKER: DB = BENCH MARK DISK
 DZ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0095_STAMPING: V 739 1945
 DZ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0095+STABILITY: SURFACE MOTION
 DZ0095
 DZ0095  HISTORY     - Date     Condition        Report By
 DZ0095  HISTORY     - 1945     MONUMENTED       CGS
 DZ0095  HISTORY     - 1956     GOOD             CGS
 DZ0095  HISTORY     - 19890307 MARK NOT FOUND   NGS
 DZ0095
 DZ0095                          STATION DESCRIPTION
 DZ0095
 DZ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0095'AT LOMPOC AIRPORT.
 DZ0095'AT LOMPOC AIRPORT, AT THE FLIGHT-CONTROL OFFICE, 35 FEET SOUTH
 DZ0095'OF THE CENTER LINE OF THE RUNWAY, 18.4 FEET NORTH OF THE NORTHWEST
 DZ0095'CORNER OF THE BUILDING, 2.4 FEET SOUTH OF A CONCRETE CURB ALONG
 DZ0095'THE NORTH SIDE OF THE LAWN, 0.6 FOOT NORTH OF A WITNESS POST,
 DZ0095'ABOUT 1/2 FOOT HIGHER THAN THE RUNWAY, AND SET IN THE TOP OF
 DZ0095'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 DZ0095
 DZ0095                          STATION RECOVERY (1989)
 DZ0095
 DZ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0845 ***********************************************************************
 DC0845  DESIGNATION -  V 741
 DC0845  PID         -  DC0845
 DC0845  STATE/COUNTY-  CA/SAN DIEGO
 DC0845  USGS QUAD   -  POINT LOMA (1994)
 DC0845
 DC0845                         *CURRENT SURVEY CONTROL
 DC0845  ___________________________________________________________________
 DC0845* NAD 83(1986)-  32 42 35.     (N)    117 11 34.     (W)     SCALED    
 DC0845* NAVD 88     -         6.48   (+/-2cm)      21.3    (feet)  VERTCON   
 DC0845  ___________________________________________________________________
 DC0845  GEOID HEIGHT-         -35.19  (meters)                     GEOID09
 DC0845  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0845
 DC0845.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0845
 DC0845.The horizontal coordinates were scaled from a topographic map and have
 DC0845.an estimated accuracy of +/- 6 seconds.
 DC0845.
 DC0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0845
 DC0845.The vertical order pertains to the NGVD 29 superseded value.
 DC0845
 DC0845.The geoid height was determined by GEOID09.
 DC0845
 DC0845;                    North         East    Units  Estimated Accuracy
 DC0845;SPC CA 6     -   560,630.    1,911,610.      MT  (+/- 180 meters Scaled)
 DC0845
 DC0845                          SUPERSEDED SURVEY CONTROL
 DC0845
 DC0845  NGVD 29 (??/??/??)    5.847  (m)           19.18   (f) ADJUSTED    1 2
 DC0845
 DC0845.Superseded values are not recommended for survey control.
 DC0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0845.See file dsdata.txt to determine how the superseded data were derived.
 DC0845
 DC0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS819191(NAD 83)
 DC0845
 DC0845_MARKER: DB = BENCH MARK DISK
 DC0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0845_SP_SET: BUILDING
 DC0845_STAMPING: V 741 1945
 DC0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0845
 DC0845  HISTORY     - Date     Condition        Report By
 DC0845  HISTORY     - 1945     MONUMENTED       CGS
 DC0845  HISTORY     - 1955     GOOD             CGS
 DC0845  HISTORY     - 1962     GOOD             CGS
 DC0845
 DC0845                          STATION DESCRIPTION
 DC0845
 DC0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0845'AT SAN DIEGO NAVAL AIR STATION.
 DC0845'AT SAN DIEGO NAVAL AIR STATION, SET VERTICALLY IN THE SOUTH
 DC0845'CONCRETE WALL OF THE ADMINISTRATION BUILDING, 3.2 FEET WEST OF
 DC0845'THE SOUTHEAST CORNER, AND ABOUT 1 FOOT ABOVE THE GROUND.
 DC0845
 DC0845                          STATION RECOVERY (1962)
 DC0845
 DC0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0355 ***********************************************************************
 LU0355  DESIGNATION -  V 742
 LU0355  PID         -  LU0355
 LU0355  STATE/COUNTY-  CA/TEHAMA
 LU0355  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0355
 LU0355                         *CURRENT SURVEY CONTROL
 LU0355  ___________________________________________________________________
 LU0355* NAD 83(1986)-  40 09 26.     (N)    122 14 18.     (W)     SCALED    
 LU0355* NAVD 88     -       100.00   (+/-2cm)     328.1    (feet)  VERTCON   
 LU0355  ___________________________________________________________________
 LU0355  GEOID HEIGHT-         -28.63  (meters)                     GEOID09
 LU0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0355
 LU0355.This mark is at Red Bluff Airport (RBL)
 LU0355
 LU0355.The horizontal coordinates were scaled from a topographic map and have
 LU0355.an estimated accuracy of +/- 6 seconds.
 LU0355.
 LU0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0355
 LU0355.The vertical order pertains to the NGVD 29 superseded value.
 LU0355
 LU0355.The geoid height was determined by GEOID09.
 LU0355
 LU0355;                    North         East    Units  Estimated Accuracy
 LU0355;SPC CA 1     -   591,510.    1,979,700.      MT  (+/- 180 meters Scaled)
 LU0355
 LU0355                          SUPERSEDED SURVEY CONTROL
 LU0355
 LU0355  NGVD 29 (??/??/92)   99.259  (m)          325.65   (f) ADJ UNCH    1 2
 LU0355
 LU0355.Superseded values are not recommended for survey control.
 LU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0355.See file dsdata.txt to determine how the superseded data were derived.
 LU0355
 LU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK648454(NAD 83)
 LU0355
 LU0355_MARKER: DB = BENCH MARK DISK
 LU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0355_STAMPING: V 742 1944
 LU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0355+STABILITY: SURFACE MOTION
 LU0355
 LU0355  HISTORY     - Date     Condition        Report By
 LU0355  HISTORY     - 1944     MONUMENTED       CGS
 LU0355  HISTORY     - 1947     GOOD             CGS
 LU0355
 LU0355                          STATION DESCRIPTION
 LU0355
 LU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0355'1.4 MI S FROM RED BLUFF.
 LU0355'0.25 MILE WEST ALONG OAK STREET FROM THE COURTHOUSE AT RED BLUFF,
 LU0355'TEHAMA COUNTY, THENCE 1.2 MILES SOUTH ALONG JACKSON STREET AND
 LU0355'ITS EXTENSION, AT THE NORTHEAST CORNER OF BIDWELL AIRPORT, AT THE
 LU0355'INTERSECTION OF AN EAST-AND-WEST PAVED ROAD LEADING TO THE
 LU0355'ADMINISTRATION BUILDING, 42 FEET SOUTH OF THE CENTERLINE OF THE
 LU0355'EAST-AND-WEST ROAD, 34 FEET WEST OF THE CENTERLINE OF THE
 LU0355'NORTH-AND-SOUTH ROAD, 2.6 FEET SOUTHWEST OF THE IRON POST AT
 LU0355'THE NORTHEAST CORNER OF THE AIRPORT FENCE, AND 1.5 FEET EAST
 LU0355'OF A WHITE WOODEN WITNESS POST.  AN IRON DISK, STAMPED V 742 1944
 LU0355'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FEET
 LU0355'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS0927 ***********************************************************************
 KS0927  DESIGNATION -  V 743
 KS0927  PID         -  KS0927
 KS0927  STATE/COUNTY-  CA/YUBA
 KS0927  USGS QUAD   -  YUBA CITY (1973)
 KS0927
 KS0927                         *CURRENT SURVEY CONTROL
 KS0927  ___________________________________________________________________
 KS0927* NAD 83(1986)-  39 08 12.     (N)    121 35 00.     (W)     SCALED    
 KS0927* NAVD 88     -        24.847  (meters)      81.52   (feet)  ADJUSTED  
 KS0927  ___________________________________________________________________
 KS0927  GEOID HEIGHT-         -29.27  (meters)                     GEOID09
 KS0927  DYNAMIC HT  -          24.832 (meters)      81.47  (feet)  COMP
 KS0927  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 KS0927
 KS0927  VERT ORDER  -  FIRST     CLASS II
 KS0927
 KS0927.The horizontal coordinates were scaled from a topographic map and have
 KS0927.an estimated accuracy of +/- 6 seconds.
 KS0927.
 KS0927.The orthometric height was determined by differential leveling and
 KS0927.adjusted in June 1991.
 KS0927
 KS0927.WARNING-Repeat measurements at this control monument indicate possible
 KS0927.vertical movement.
 KS0927
 KS0927.The geoid height was determined by GEOID09.
 KS0927
 KS0927.The dynamic height is computed by dividing the NAVD 88
 KS0927.geopotential number by the normal gravity value computed on the
 KS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0927.degrees latitude (g = 980.6199 gals.).
 KS0927
 KS0927.The modeled gravity was interpolated from observed gravity values.
 KS0927
 KS0927;                    North         East    Units  Estimated Accuracy
 KS0927;SPC CA 2     -   663,260.    2,036,020.      MT  (+/- 180 meters Scaled)
 KS0927
 KS0927                          SUPERSEDED SURVEY CONTROL
 KS0927
 KS0927  NGVD 29 (??/??/??)   24.214  (m)           79.44   (f) ADJUSTED    1 2
 KS0927
 KS0927.Superseded values are not recommended for survey control.
 KS0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0927.See file dsdata.txt to determine how the superseded data were derived.
 KS0927
 KS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ224328(NAD 83)
 KS0927
 KS0927_MARKER: DB = BENCH MARK DISK
 KS0927_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KS0927_SP_SET: ABUTMENT
 KS0927_STAMPING: V 743 1944
 KS0927_MARK LOGO: CGS   
 KS0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0927+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988
 KS0927
 KS0927  HISTORY     - Date     Condition        Report By
 KS0927  HISTORY     - 1944     MONUMENTED       CGS
 KS0927  HISTORY     - 1948     GOOD             CGS
 KS0927  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0927  HISTORY     - 19880808 GOOD             NGS
 KS0927  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0927
 KS0927                          STATION DESCRIPTION
 KS0927
 KS0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS0927'AT MARYSVILLE.
 KS0927'AT MARYSVILLE, YUBA COUNTY, ABOUT 0.35 MILE SOUTH ALONG THE
 KS0927'SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION, AT THE NORTH END
 KS0927'OF A LONG TRESTLE OVER YUBA RIVER, ABOUT 101 FEET SOUTH OF THE
 KS0927'NORTH END OF THE SHORT APPROACH FILL TO THE BRIDGE, IN THE TOP OF
 KS0927'THE EAST CONCRETE RETAINING WALL PARALLELING THE TRACK, 1.3 FEET
 KS0927'NORTH OF THE SOUTH END, 4.5 FEET EAST OF THE EAST RAIL, AND ABOUT
 KS0927'LEVEL WITH THE BASE OF THE RAILS.
 KS0927
 KS0927                          STATION RECOVERY (1987)
 KS0927
 KS0927'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0927'MARK NOT FOUND.
 KS0927
 KS0927                          STATION RECOVERY (1988)
 KS0927
 KS0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0927'RECOVERED IN GOOD CONDITION.
 KS0927
 KS0927                          STATION RECOVERY (2004)
 KS0927
 KS0927'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0826 ***********************************************************************
 JS0826  DESIGNATION -  V 744
 JS0826  PID         -  JS0826
 JS0826  STATE/COUNTY-  CA/SACRAMENTO
 JS0826  USGS QUAD   -  CARMICHAEL (1992)
 JS0826
 JS0826                         *CURRENT SURVEY CONTROL
 JS0826  ___________________________________________________________________
 JS0826* NAD 83(1986)-  38 34 12.     (N)    121 17 51.     (W)     SCALED    
 JS0826* NAVD 88     -        28.14   (+/-2cm)      92.3    (feet)  VERTCON   
 JS0826  ___________________________________________________________________
 JS0826  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 JS0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0826
 JS0826.The horizontal coordinates were scaled from a topographic map and have
 JS0826.an estimated accuracy of +/- 6 seconds.
 JS0826.
 JS0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0826
 JS0826.The vertical order pertains to the NGVD 29 superseded value.
 JS0826
 JS0826.The geoid height was determined by GEOID09.
 JS0826
 JS0826;                    North         East    Units  Estimated Accuracy
 JS0826;SPC CA 2     -   600,510.    2,061,220.      MT  (+/- 180 meters Scaled)
 JS0826
 JS0826                          SUPERSEDED SURVEY CONTROL
 JS0826
 JS0826  NGVD 29 (??/??/92)   27.393  (m)           89.87   (f) ADJ UNCH    2 0
 JS0826
 JS0826.Superseded values are not recommended for survey control.
 JS0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0826.See file dsdata.txt to determine how the superseded data were derived.
 JS0826
 JS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH483704(NAD 83)
 JS0826
 JS0826_MARKER: DB = BENCH MARK DISK
 JS0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0826_STAMPING: V 744 1945
 JS0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0826+STABILITY: SURFACE MOTION
 JS0826
 JS0826  HISTORY     - Date     Condition        Report By
 JS0826  HISTORY     - 1945     MONUMENTED       CGS
 JS0826  HISTORY     - 1983     GOOD             DMA
 JS0826  HISTORY     - 1984     GOOD
 JS0826  HISTORY     - 20040328 MARK NOT FOUND   CADT
 JS0826
 JS0826                          STATION DESCRIPTION
 JS0826
 JS0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0826'5.5 MI NE FROM PERKINS.
 JS0826'AT MATHER FIELD, ON GRASS LAWN WHERE ENTRANCE DRIVE SPLITS AFTER
 JS0826'ENTERING THE MAIN GATE, 192.0 FEET SOUTH OF THE SOUTH END OF
 JS0826'CONCRETE ISLAND FOR ENTRANCE GATE GUARDS, 37.0 FEET SOUTH OF THE
 JS0826'NORTH TIP OF CIRCULAR DRIVEWAY CURBING FACING MAIN ENTRANCE, 18.1
 JS0826'FEET NORTH OF FLAG POLE WHICH IS DIRECTLY IN FRONT OF THE OLD
 JS0826'ADMINISTRATION BUILDING, IN CORNER OF GRASS LAWN WHERE NORTH-SOUTH
 JS0826'SIDEWALK MEETS THE SIDEWALK CIRCLING THE FLAG POLE, 1.0 FOOT
 JS0826'EAST OF THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK, SET IN THE
 JS0826'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  A
 JS0826'STANDARD DISK, STAMPED V 744 1945.  NOTE-- TO REACH MATHER FIELD
 JS0826'FROM THE JUNCTION OF THE HIGHWAYS AT PERKINS GO NORTHEAST ALONG
 JS0826'U.S. HIGHWAY 50, 5.5 MILES TO MILLS, THENCE TURN SOUTH ALONG PAVED
 JS0826'ROAD 1.4 MILES TO THE MAIN GATE AT THE AIRFIELD.
 JS0826
 JS0826                          STATION RECOVERY (1983)
 JS0826
 JS0826'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 JS0826'RECOVERED IN GOOD CONDITION.
 JS0826
 JS0826                          STATION RECOVERY (1984)
 JS0826
 JS0826'RECOVERED 1984
 JS0826'RECOVERED IN GOOD CONDITION.
 JS0826
 JS0826                          STATION RECOVERY (2004)
 JS0826
 JS0826'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0826'RECENT ROAD WIDENING IN AREA
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1558 ***********************************************************************
 HS1558  DESIGNATION -  V 745
 HS1558  PID         -  HS1558
 HS1558  STATE/COUNTY-  CA/MERCED
 HS1558  USGS QUAD   -  ATWATER (1987)
 HS1558
 HS1558                         *CURRENT SURVEY CONTROL
 HS1558  ___________________________________________________________________
 HS1558* NAD 83(1986)-  37 21 51.75   (N)    120 34 28.38   (W)     HD_HELD1  
 HS1558* NAVD 88     -        51.89   (+/-2cm)     170.2    (feet)  VERTCON   
 HS1558  ___________________________________________________________________
 HS1558  GEOID HEIGHT-         -31.75  (meters)                     GEOID09
 HS1558  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1558
 HS1558.The horizontal coordinates were established by differentially corrected
 HS1558.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HS1558.
 HS1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1558
 HS1558.The vertical order pertains to the NGVD 29 superseded value.
 HS1558
 HS1558.Photographs are available for this station.
 HS1558
 HS1558.The geoid height was determined by GEOID09.
 HS1558
 HS1558;                    North         East    Units  Estimated Accuracy
 HS1558;SPC CA 3     -   595,931.7   1,993,396.3     MT  (+/- 3 meters HH1 GPS) 
 HS1558
 HS1558                          SUPERSEDED SURVEY CONTROL
 HS1558
 HS1558  NGVD 29 (??/??/92)   51.143  (m)          167.79   (f) ADJ UNCH    1 2
 HS1558
 HS1558.Superseded values are not recommended for survey control.
 HS1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1558.See file dsdata.txt to determine how the superseded data were derived.
 HS1558
 HS1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG1478938054(NAD 83)
 HS1558
 HS1558_MARKER: DB = BENCH MARK DISK
 HS1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1558_STAMPING: V 745 1945
 HS1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1558+STABILITY: SURFACE MOTION
 HS1558
 HS1558  HISTORY     - Date     Condition        Report By
 HS1558  HISTORY     - 1945     MONUMENTED       CGS
 HS1558  HISTORY     - 1958     GOOD             CGS
 HS1558
 HS1558                          STATION DESCRIPTION
 HS1558
 HS1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1558'AT CASTLE AIR FORCE BASE.
 HS1558'AT CASTLE AIR FORCE BASE, IN R13E T6S S32, ABOUT 551 FEET
 HS1558'NORTHEAST OF THE MAIN GATE, IN LINE WITH A FLAG POLE AT THE
 HS1558'ADMINISTRATION BUILDING AND THE CENTER OF THE MAIN GATE, 3 FEET
 HS1558'SOUTHWEST OF A SMALL PALM TREE, 1.3 FEET NORTHEAST OF THE
 HS1558'NORTHEAST CONCRETE CURB OF A CIRCULAR DRIVE, 1 FOOT NORTHWEST OF
 HS1558'A SAFETY CAMPAIGN SIGN, ABOUT IN LINE WITH THE CENTER LINE OF
 HS1558'THE ENTRANCE ROAD, ABOUT LEVEL WITH THE CONCRETE CURB, AND SET
 HS1558'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1868 ***********************************************************************
 DX1868  DESIGNATION -  V 748
 DX1868  PID         -  DX1868
 DX1868  STATE/COUNTY-  CA/ORANGE
 DX1868  USGS QUAD   -  TUSTIN (1981)
 DX1868
 DX1868                         *CURRENT SURVEY CONTROL
 DX1868  ___________________________________________________________________
 DX1868* NAD 83(1986)-  33 42 16.     (N)    117 49 30.     (W)     SCALED    
 DX1868* NAVD 88     -        15.96   (+/-2cm)      52.4    (feet)  VERTCON   
 DX1868  ___________________________________________________________________
 DX1868  GEOID HEIGHT-         -34.76  (meters)                     GEOID09
 DX1868  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1868
 DX1868.The horizontal coordinates were scaled from a topographic map and have
 DX1868.an estimated accuracy of +/- 6 seconds.
 DX1868.
 DX1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1868
 DX1868.The vertical order pertains to the NGVD 29 superseded value.
 DX1868
 DX1868.The geoid height was determined by GEOID09.
 DX1868
 DX1868;                    North         East    Units  Estimated Accuracy
 DX1868;SPC CA 6     -   671,650.    1,854,000.      MT  (+/- 180 meters Scaled)
 DX1868
 DX1868                          SUPERSEDED SURVEY CONTROL
 DX1868
 DX1868  NGVD 29 (??/??/??)   15.261  (m)           50.07   (f) ADJUSTED    1 2
 DX1868
 DX1868.Superseded values are not recommended for survey control.
 DX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1868.See file dsdata.txt to determine how the superseded data were derived.
 DX1868
 DX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT235296(NAD 83)
 DX1868
 DX1868_MARKER: DB = BENCH MARK DISK
 DX1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1868_SP_SET: CONCRETE COLUMN
 DX1868_STAMPING: V 748 1945
 DX1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1868
 DX1868  HISTORY     - Date     Condition        Report By
 DX1868  HISTORY     - 1945     MONUMENTED       CGS
 DX1868  HISTORY     - 1955     GOOD             CGS
 DX1868  HISTORY     - 19960302 GOOD             USPSQD
 DX1868
 DX1868                          STATION DESCRIPTION
 DX1868
 DX1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1868'AT SANTA ANA MCAF.
 DX1868'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE NORTHWEST END OF
 DX1868'HANGAR 2, SET VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST
 DX1868'CONCRETE COLUMN, 0.6 FOOT SOUTHEAST OF THE NORTH CORNER, 1.0
 DX1868'FOOT ABOVE THE CONCRETE BASE, AND ABOUT 1 FOOT HIGHER THAN THE
 DX1868'BLACK TOP OF THE APRON.
 DX1868
 DX1868                          STATION RECOVERY (1996)
 DX1868
 DX1868'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0438 ***********************************************************************
 DW0438  DESIGNATION -  V 751
 DW0438  PID         -  DW0438
 DW0438  STATE/COUNTY-  CA/RIVERSIDE
 DW0438  USGS QUAD   -  DESERT CENTER (1986)
 DW0438
 DW0438                         *CURRENT SURVEY CONTROL
 DW0438  ___________________________________________________________________
 DW0438* NAD 83(1986)-  33 43 51.5    (N)    115 22 47.6    (W)     HD_HELD2  
 DW0438* NAVD 88     -       217.94   (+/-2cm)     715.0    (feet)  VERTCON   
 DW0438  ___________________________________________________________________
 DW0438  GEOID HEIGHT-         -32.76  (meters)                     GEOID09
 DW0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0438
 DW0438.The horizontal coordinates were established by autonomous hand held GPS
 DW0438.observations and have an estimated accuracy of +/- 10 meters.
 DW0438.
 DW0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0438
 DW0438.The vertical order pertains to the NGVD 29 superseded value.
 DW0438
 DW0438.Photographs are available for this station.
 DW0438
 DW0438.The geoid height was determined by GEOID09.
 DW0438
 DW0438;                    North         East    Units  Estimated Accuracy
 DW0438;SPC CA 6     -   673,825.    2,080,635.      MT  (+/- 10 meters HH2 GPS)
 DW0438
 DW0438                          SUPERSEDED SURVEY CONTROL
 DW0438
 DW0438  NGVD 29 (??/??/??)  217.252  (m)          712.77   (f) ADJUSTED    1 2
 DW0438
 DW0438.Superseded values are not recommended for survey control.
 DW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0438.See file dsdata.txt to determine how the superseded data were derived.
 DW0438
 DW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT5009133505(NAD 83)
 DW0438
 DW0438_MARKER: DB = BENCH MARK DISK
 DW0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0438_STAMPING: V 751 1945
 DW0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0438+STABILITY: SURFACE MOTION
 DW0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0438+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2010
 DW0438
 DW0438  HISTORY     - Date     Condition        Report By
 DW0438  HISTORY     - 1945     MONUMENTED       CGS
 DW0438  HISTORY     - 1985     GOOD             USGS
 DW0438  HISTORY     - 20100328 GOOD             GEOCAC
 DW0438
 DW0438                          STATION DESCRIPTION
 DW0438
 DW0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DW0438'1.5 MI NE FROM DESERT CENTER.
 DW0438'ALONG DESERT CENTER - RICE HIGHWAY, 1.5 MILE NORTHEAST OF THE
 DW0438'JUNCTION OF HIGHWAYS AT DESERT CENTER, ABOUT 75.0 FEET EAST OF
 DW0438'CENTER OF JUNCTION OF AN UNUSED PAVED DRIVE LEADING NORTHWEST
 DW0438'TO OLD ARMY CAMP GROUNDS, 40.6 FEET SOUTHEAST OF CENTERLINE
 DW0438'OF HIGHWAY, 4.0 FEET NORTHEAST OF THE TELEPHONE POLE, AT THE
 DW0438'POINT WHERE THE TELEPHONE LINE MAKES A TURN TO THE WEST AND
 DW0438'ACROSS THE HIGHWAY, 2.0 FEET SOUTHWEST OF REFERENCE POST AND IN
 DW0438'LINE WITH NORTHEAST-SOUTHWEST ROW OF TELEPHONE POLES, SET IN
 DW0438'TOP OF CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  AN
 DW0438'IRON BENCH-MARK DISK, STAMPED V 751 1945.
 DW0438
 DW0438                          STATION RECOVERY (1985)
 DW0438
 DW0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0438'1.7 MILE NORTHEAST ALONG HIGHWAY 177 FROM THE DESERT CENTER TURNOFF
 DW0438'ON I-10, 0.2 MILES NORTHEAST OF 'T' (FARM RD. TO RT), 0.35 MILES
 DW0438'SOUTHWEST OF OAIS ROAD INT, 40.6 FEET SOUTHEAST OF CENTERLINE OF
 DW0438'HIGHWAY 2.0 FEET SOUTHWEST OF REFERENCE POST, SET IN THE TOP OF
 DW0438'CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND. A USC AND GS STEEL
 DW0438'TABLET STAMPED 'V 751 1945'.
 DW0438
 DW0438                          STATION RECOVERY (2010)
 DW0438
 DW0438'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 DW0438'RECOVERED IN GOOD CONDITION.  WAAS CORRECTED HANDHELD GPSR INDICATES
 DW0438'ESTIMATED POSITION OF N33 43.858 W115 22.793.  ONLY A STUB OF THE
 DW0438'WOODEN WITNESS POST DESCRIBED IN 1985 REMAINS.  THE MARK IS NOW ABOUT
 DW0438'2 FEET NORTHEAST OF A METAL WITNESS POST WITH A METAL SURVEY MARKER
 DW0438'SIGN.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1564 ***********************************************************************
 HS1564  DESIGNATION -  V 84
 HS1564  PID         -  HS1564
 HS1564  STATE/COUNTY-  CA/MERCED
 HS1564  USGS QUAD   -  ATWATER (1987)
 HS1564
 HS1564                         *CURRENT SURVEY CONTROL
 HS1564  ___________________________________________________________________
 HS1564* NAD 83(1986)-  37 19 46.     (N)    120 33 54.     (W)     SCALED    
 HS1564* NAVD 88     -        48.335  (meters)     158.58   (feet)  ADJUSTED  
 HS1564  ___________________________________________________________________
 HS1564  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 HS1564  DYNAMIC HT  -          48.300 (meters)     158.46  (feet)  COMP
 HS1564  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 HS1564
 HS1564  VERT ORDER  -  FIRST     CLASS II
 HS1564
 HS1564.The horizontal coordinates were scaled from a topographic map and have
 HS1564.an estimated accuracy of +/- 6 seconds.
 HS1564.
 HS1564.The orthometric height was determined by differential leveling and
 HS1564.adjusted in June 1991.
 HS1564
 HS1564.The geoid height was determined by GEOID09.
 HS1564
 HS1564.The dynamic height is computed by dividing the NAVD 88
 HS1564.geopotential number by the normal gravity value computed on the
 HS1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1564.degrees latitude (g = 980.6199 gals.).
 HS1564
 HS1564.The modeled gravity was interpolated from observed gravity values.
 HS1564
 HS1564;                    North         East    Units  Estimated Accuracy
 HS1564;SPC CA 3     -   592,050.    1,994,240.      MT  (+/- 180 meters Scaled)
 HS1564
 HS1564                          SUPERSEDED SURVEY CONTROL
 HS1564
 HS1564  NGVD 29 (??/??/92)   47.579  (m)          156.10   (f) ADJ UNCH    1 2
 HS1564
 HS1564.Superseded values are not recommended for survey control.
 HS1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1564.See file dsdata.txt to determine how the superseded data were derived.
 HS1564
 HS1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG157342(NAD 83)
 HS1564
 HS1564_MARKER: DB = BENCH MARK DISK
 HS1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1564_SP_SET: CONCRETE POST
 HS1564_STAMPING: V 84 1930 156.483
 HS1564_MARK LOGO: CGS   
 HS1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1564+STABILITY: SURFACE MOTION
 HS1564
 HS1564  HISTORY     - Date     Condition        Report By
 HS1564  HISTORY     - 1930     MONUMENTED       CGS
 HS1564  HISTORY     - 1958     GOOD             CGS
 HS1564  HISTORY     - 1988     GOOD             NGS
 HS1564
 HS1564                          STATION DESCRIPTION
 HS1564
 HS1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1564'2.7 MI SE FROM ATWATER.
 HS1564'2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1564'FROM THE STATION AT ATWATER, IN R13E T7S S17, 0.7 MILE SOUTHEAST
 HS1564'OF THE CROSSING OF BUHACH ROAD, 0.2 MILE SOUTHEAST OF A WOODEN
 HS1564'BRIDGE OVER CANAL CREEK, 7 1/2 POLES NORTHWEST OF MILEPOLE 146,
 HS1564'AT THE CROSSING OF A PRIVATE DIRT ROAD, 45.6 FEET NORTHEAST OF
 HS1564'THE NORTHEAST RAIL, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HS1564'SOUTHWEST LANES OF U.S. HIGHWAY 99, 17 FEET SOUTHEAST OF THE CENTER
 HS1564'LINE OF THE DIRT ROAD, 1 FOOT NORTHEAST OF A WITNESS POST, ABOUT
 HS1564'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HS1564'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HS1564
 HS1564                          STATION RECOVERY (1988)
 HS1564
 HS1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1564'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 HS1564'ADD--ALSO 4.7 KM (2.90 MI) SOUTHEAST ALONG ATWATER BOULEVARD AND
 HS1564'STATE HIGHWAY 99 FROM THE JUNCTION OF WINTON WAY IN ATWATER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0032 ***********************************************************************
 HS0032  DESIGNATION -  VERNALIS
 HS0032  PID         -  HS0032
 HS0032  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0032  USGS QUAD   -  VERNALIS (1991)
 HS0032
 HS0032                         *CURRENT SURVEY CONTROL
 HS0032  ___________________________________________________________________
 HS0032* NAD 83(1992)-  37 38 17.28119(N)    121 17 43.06252(W)     ADJUSTED  
 HS0032* NAVD 88     -        30.99   (+/-2cm)     101.7    (feet)  VERTCON   
 HS0032  ___________________________________________________________________
 HS0032  EPOCH DATE  -        1991.35
 HS0032  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC09
 HS0032  GEOID HEIGHT-         -32.27  (meters)                     GEOID09
 HS0032  HORZ ORDER  -  FIRST
 HS0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0032
 HS0032.The horizontal coordinates were established by classical geodetic methods
 HS0032.and adjusted by the National Geodetic Survey in March 1994.
 HS0032.
 HS0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0032
 HS0032.The vertical order pertains to the NGVD 29 superseded value.
 HS0032
 HS0032.The Laplace correction was computed from DEFLEC09 derived deflections.
 HS0032
 HS0032.The geoid height was determined by GEOID09.
 HS0032
 HS0032;                    North         East     Units Scale Factor Converg.
 HS0032;SPC CA 3     -   626,609.100 1,929,811.105   MT  0.99993111   -0 29 12.9
 HS0032;SPC CA 3     - 2,055,800.02  6,331,388.60   sFT  0.99993111   -0 29 12.9
 HS0032;UTM  10      - 4,167,033.046   650,406.676   MT  0.99987865   +1 02 28.4
 HS0032
 HS0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS0032!SPC CA 3     -   1.00000020  x   0.99993111  =   0.99993131
 HS0032!UTM  10      -   1.00000020  x   0.99987865  =   0.99987885
 HS0032
 HS0032:                Primary Azimuth Mark                     Grid Az
 HS0032:SPC CA 3     -  CORRAL                                   265 06 55.6
 HS0032:UTM  10      -  CORRAL                                   263 35 14.3
 HS0032
 HS0032|---------------------------------------------------------------------|
 HS0032| PID    Reference Object                     Distance      Geod. Az  |
 HS0032|                                                           dddmmss.s |
 HS0032| HS0033 VERNALIS RM 1                        32.506 METERS 09225     |
 HS0032| HS4686 WESTLEY EL SOLYO RANCH TANK         APPROX. 6.8 KM 1183818.5 |
 HS0032| HS0036 VERNALIS RM 2                        32.400 METERS 15507     |
 HS0032| HS4700 CORRAL                              APPROX.14.1 KM 2643742.7 |
 HS0032| HS4699 TRACY US ARMY SUBDEPOT TANK N       APPROX.12.1 KM 3113807.6 |
 HS0032| HS4698 TRACY WEST MUNICIPAL TANK           APPROX.16.5 KM 3114630.3 |
 HS0032| HS4697 TRACY EAST MUNICIPAL TANK           APPROX.15.7 KM 3151442.2 |
 HS0032| HS0030 VERNALIS AZ MK                                     3171838.3 |
 HS0032| HS4792 TRACY HOLLY SUGAR CO STACK          APPROX.18.6 KM 3231609.9 |
 HS0032|---------------------------------------------------------------------|
 HS0032
 HS0032                          SUPERSEDED SURVEY CONTROL
 HS0032
 HS0032  NAD 83(1986)-  37 38 17.27399(N)    121 17 43.06419(W) AD(1984.00) 1
 HS0032  NAD 27      -  37 38 17.52700(N)    121 17 39.27000(W) AD(       ) 1
 HS0032  NGVD 29 (??/??/92)   30.253  (m)           99.26   (f) ADJ UNCH    1 2
 HS0032
 HS0032.Superseded values are not recommended for survey control.
 HS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0032.See file dsdata.txt to determine how the superseded data were derived.
 HS0032
 HS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5040667033(NAD 83)
 HS0032
 HS0032_MARKER: DS = TRIANGULATION STATION DISK
 HS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0032_STAMPING: VERNALIS 1943
 HS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0032+STABILITY: SURFACE MOTION
 HS0032
 HS0032  HISTORY     - Date     Condition        Report By
 HS0032  HISTORY     - 1943     MONUMENTED       CGS
 HS0032  HISTORY     - 1952     SEE DESCRIPTION  USGS
 HS0032  HISTORY     - 1967     SEE DESCRIPTION  USGS
 HS0032  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HS0032  HISTORY     - 1972     GOOD             NGS
 HS0032
 HS0032                          STATION DESCRIPTION
 HS0032
 HS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 HS0032'STATION IS LOCATED ABOUT 1/4 MILE NW OF VERNALIS IN THE SE CORNER
 HS0032'OF THE JUNCTION OF STATE HIGHWAYS 33 AND 132.
 HS0032'
 HS0032'STATION MARK IS A BRONZE DISK SET IN A BLOCK OF CONCRETE ABOUT
 HS0032'10 INCHES SQUARE AND PROJECTING ABOUT 4 INCHES.  THE MARK IS
 HS0032'55 FEET NE OF THE CENTER OF HIGHWAY 33 AND 49.5 FEET S OF
 HS0032'THE CENTER OF HIGHWAY 132.  IT IS STAMPED VERNALIS 1943.
 HS0032'
 HS0032'UNDERGROUND AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE,
 HS0032'AS DESCRIBED IN NOTES 7A AND 11A.
 HS0032'
 HS0032'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A BLOCK OF
 HS0032'CONCRETE ABOUT 10 INCHES SQUARE AND PROJECTING ABOUT 4 INCHES.
 HS0032'IT IS ABOUT 20 METERS S OF THE CENTER OF HIGHWAY 132.  MARK
 HS0032'IS STAMPED VERNALIS NO. 1 1943.
 HS0032'
 HS0032'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A BLOCK OF
 HS0032'CONCRETE ABOUT 10 INCHES SQUARE AND PROJECTING ABOUT 2 INCHES.
 HS0032'IT IS ABOUT 7 METERS NE OF THE CENTER OF HIGHWAY 33.  MARK
 HS0032'IS STAMPED VERNALIS NO. 2 1943.
 HS0032'
 HS0032'THE AZIMUTH MARK IS 0.5 MILE NW AND 11.6 METERS SW OF HIGHWAY
 HS0032'33.  IT IS IN THE RIGHT-OF-WAY FENCE LINE AND ABOUT 16 METERS
 HS0032'NE OF THE RAILROAD TRACKS, STAMPED VERNALIS 1943.
 HS0032
 HS0032                          STATION RECOVERY (1952)
 HS0032
 HS0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HS0032'STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 HS0032
 HS0032                          STATION RECOVERY (1967)
 HS0032
 HS0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HS0032'STATION MARK WAS RECOVERED.
 HS0032'
 HS0032'REFERENCE MARKS 1 AND 2 COULD NOT BE FOUND AND APPARENTLY
 HS0032'HAVE BEEN DESTROYED.  STATE HIGHWAY DEPARTMENT IS CONSTRUCTING
 HS0032'AN OVERPASS ON S.R. 132 TO CROSS S.R. 33 AND S.P.R.R. AT THIS
 HS0032'POINT.  MR. W. GILMORE (RESIDENT ENGINEER, DISTRICT 10, STATE
 HS0032'HIGHWAY DIV.) INDICATED THAT HE WILL FILE A RECOVERY NOTE.
 HS0032
 HS0032                          STATION RECOVERY (1972)
 HS0032
 HS0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HS0032'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 HS0032'MARK WAS FOUND GRADED OUT OF THE GROUND AND THE DISK WAS
 HS0032'REMOVED ON THIS DATE.  REFERENCE MARK 1, IF IT IS STILL IN
 HS0032'PLACE, IS UNDER ABOUT 30 FEET OF HIGHWAY FILL.  THE TOP OF THE
 HS0032'REFERENCE MARK 2 CONCRETE POST WAS FOUND BROKEN AND THE DISK
 HS0032'WAS MISSING.  TWO U.S. GEOLOGICAL SURVEY REFERENCE MARKS TO
 HS0032'THE STATION WERE FOUND IN COLUMNS SUPPORTING A HIGHWAY
 HS0032'OVERCROSSING THAT HAS BEEN BUILT AT THE STATION SITE AND WERE
 HS0032'MEASURED TO ON THIS DATE.  A COMPLETE DESCRIPTION
 HS0032'FOLLOWS--
 HS0032'
 HS0032'THE STATION IS LOCATED JUST NORTH OF THE STATE HIGHWAY 132
 HS0032'OVERCROSSING (OVER STATE HIGHWAY 33) AT THE JUNCTION OF STATE
 HS0032'HIGHWAYS 33 AND 132 0.6 MILE NORTHWEST OF THE VILLAGE OF
 HS0032'VERNALIS AND IS IN THE NE 1/4 SEC. 34, T. 3 S., R. 6 E.
 HS0032'
 HS0032'TO REACH THE STATION FROM THE GROCERY STORE AND POST OFFICE
 HS0032'AT VERNALIS GO NORTHWEST ON STATE HIGHWAY 33 FOR 0.6 MILE TO
 HS0032'THE JUNCTION OF STATE HIGHWAY 132 AND THE STATION SITE.
 HS0032'
 HS0032'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK
 HS0032'STAMPED VERNALIS 1943 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HS0032'POST 0.8 FOOT BELOW THE SURFACE OF THE GROUND AND IS 129 FEET
 HS0032'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY
 HS0032'RAILROAD TRACK, 54.0 FEET NORTHEAST OF THE CENTERLINE OF STATE
 HS0032'HIGHWAY 33, 39 FEET NORTH OF AND BELOW THE CENTERLINE OF STATE
 HS0032'HIGHWAY 132 OVERCROSSING AND ABOUT 2 FEET LOWER THAN STATE
 HS0032'HIGHWAY 33.
 HS0032'
 HS0032'REFERENCE MARK 3 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HS0032'DISK STAMPED VERNALIS NO 3 1968 SET VERTICALLY IN THE SOUTH
 HS0032'FACE OF A 4-FOOT DIAMETER CONCRETE COLUMN SUPPORTING A HIGHWAY
 HS0032'OVERCROSSING AND IS 148 FEET NORTHEAST OF THE NORTHEAST RAIL
 HS0032'OF THE RAILROAD TRACK, 72.6 FEET NORTHEAST OF THE CENTERLINE
 HS0032'OF STATE HIGHWAY 33, BELOW AND 10 FEET NORTH OF THE STATE
 HS0032'HIGHWAY 132 CENTERLINE ON THE OVERCROSSING, 1 FOOT ABOVE THE
 HS0032'GROUND AND ABOUT 2-1/2 FEET HIGHER THAN THE STATION MARK.
 HS0032'
 HS0032'REFERENCE MARK 4 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 HS0032'DISK STAMPED VERNALIS NO 4 1968 SET VERTICALLY IN THE SOUTHEAST
 HS0032'FACE OF A 4-FOOT DIAMETER CONCRETE COLUMN SUPPORTING A HIGHWAY
 HS0032'OVERCROSSING AND IS 103.3 FEET NORTHEAST OF THE NORTHEAST RAIL
 HS0032'OF THE RAILROAD TRACK, 28.6 FEET NORTHEAST OF THE CENTERLINE
 HS0032'OF STATE HIGHWAY 33, BELOW AND 13 FEET NORTH OF THE CENTERLINE
 HS0032'OF THE STATE HIGHWAY 132 OVERCROSSING, 1 FOOT ABOVE THE GROUND
 HS0032'AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 HS0032
 HS0032                          STATION RECOVERY (1972)
 HS0032
 HS0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HS0032'0.6 MI NW FROM VERNALIS.
 HS0032'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0032'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, IN THE NE 1/4
 HS0032'OF SEC. 34, T. 3 S., R. 6 E., AT THE JUNCTION OF STATE HIGHWAYS 33
 HS0032'AND 132, 129 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 HS0032'54.0 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 33, 39
 HS0032'FEET NORTH OF AND BELOW THE CENTERLINE OF THE STATE HIGHWAY 132
 HS0032'OVERCROSSING, ABOUT 2 FEET LOWER THAN STATE HIGHWAY 33, AND SET
 HS0032'IN THE TOP OF A CONCRETE POST 0.8 FOOT BELOW THE SURFACE OF THE
 HS0032'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS0033 ***********************************************************************
 HS0033  DESIGNATION -  VERNALIS RM 1
 HS0033  PID         -  HS0033
 HS0033  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0033  USGS QUAD   -  VERNALIS (1991)
 HS0033
 HS0033                         *CURRENT SURVEY CONTROL
 HS0033  ___________________________________________________________________
 HS0033* NAD 83(1986)-  37 38 17.     (N)    121 17 43.     (W)     SCALED    
 HS0033* NAVD 88     -        30.83   (+/-2cm)     101.1    (feet)  VERTCON   
 HS0033  ___________________________________________________________________
 HS0033  GEOID HEIGHT-         -32.27  (meters)                     GEOID09
 HS0033  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0033
 HS0033.The horizontal coordinates were scaled from a topographic map and have
 HS0033.an estimated accuracy of +/- 6 seconds.
 HS0033.
 HS0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0033
 HS0033.The vertical order pertains to the NGVD 29 superseded value.
 HS0033
 HS0033.The geoid height was determined by GEOID09.
 HS0033
 HS0033;                    North         East    Units  Estimated Accuracy
 HS0033;SPC CA 3     -   626,600.    1,929,810.      MT  (+/- 180 meters Scaled)
 HS0033
 HS0033                          SUPERSEDED SURVEY CONTROL
 HS0033
 HS0033  NGVD 29 (??/??/92)   30.088  (m)           98.71   (f) ADJ UNCH    1 2
 HS0033
 HS0033.Superseded values are not recommended for survey control.
 HS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0033.See file dsdata.txt to determine how the superseded data were derived.
 HS0033
 HS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG504670(NAD 83)
 HS0033
 HS0033_MARKER: DR = REFERENCE MARK DISK
 HS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0033_STAMPING: VERNALIS NO 1 1943
 HS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0033+STABILITY: SURFACE MOTION
 HS0033
 HS0033  HISTORY     - Date     Condition        Report By
 HS0033  HISTORY     - 1943     MONUMENTED       CGS
 HS0033  HISTORY     - 1958     GOOD             CGS
 HS0033  HISTORY     - 1972     MARK NOT FOUND   NGS
 HS0033
 HS0033                          STATION DESCRIPTION
 HS0033
 HS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS0033'0.6 MI NW FROM VERNALIS.
 HS0033'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0033'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, IN R 6E T3S
 HS0033'S34, AT THE JUNCTION OF STATE HIGHWAYS 33 AND 132 AND VERNALIS
 HS0033'ROAD, 227 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 106.6 FEET
 HS0033'EAST OF TRIANGULATION STATION VERNALIS, 65 FEET SOUTH OF THE
 HS0033'CENTER LINE OF STATE HIGHWAY 132, 60 FEET WEST OF THE SOUTH END
 HS0033'OF A 24-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 50 FEET SOUTH
 HS0033'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS POST,
 HS0033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 HS0033'THE GROUND.
 HS0033
 HS0033                          STATION RECOVERY (1972)
 HS0033
 HS0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HS0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1237 ***********************************************************************
 DC1237  DESIGNATION -  W 131
 DC1237  PID         -  DC1237
 DC1237  STATE/COUNTY-  CA/SAN DIEGO
 DC1237  USGS QUAD   -  
 DC1237
 DC1237                         *CURRENT SURVEY CONTROL
 DC1237  ___________________________________________________________________
 DC1237* NAD 83(1986)-  32 57 39.     (N)    117 16 02.     (W)     SCALED    
 DC1237* NAVD 88     -        13.542  (meters)      44.43   (feet)  ADJUSTED  
 DC1237  ___________________________________________________________________
 DC1237  GEOID HEIGHT-         -34.92  (meters)                     GEOID09
 DC1237  DYNAMIC HT  -          13.527 (meters)      44.38  (feet)  COMP
 DC1237  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DC1237  OBS GRAVITY -     979,539.9   (mgal)                       GRAV_OBS
 DC1237
 DC1237  VERT ORDER  -  FIRST     CLASS I
 DC1237
 DC1237.The horizontal coordinates were scaled from a topographic map and have
 DC1237.an estimated accuracy of +/- 6 seconds.
 DC1237.
 DC1237.The orthometric height was determined by differential leveling and
 DC1237.adjusted in June 1991.
 DC1237
 DC1237.The geoid height was determined by GEOID09.
 DC1237
 DC1237.The dynamic height is computed by dividing the NAVD 88
 DC1237.geopotential number by the normal gravity value computed on the
 DC1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1237.degrees latitude (g = 980.6199 gals.).
 DC1237
 DC1237.The modeled gravity was interpolated from observed gravity values.
 DC1237
 DC1237.The observed gravity was obtained from relative gravimeter ties
 DC1237.to the IGSN71 gravity network.
 DC1237
 DC1237;                    North         East    Units  Estimated Accuracy
 DC1237;SPC CA 6     -   588,540.    1,904,900.      MT  (+/- 180 meters Scaled)
 DC1237
 DC1237                          SUPERSEDED SURVEY CONTROL
 DC1237
 DC1237  NGVD 29 (??/??/92)   12.890  (m)           42.29   (f) ADJ UNCH    1 1
 DC1237
 DC1237.Superseded values are not recommended for survey control.
 DC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1237.See file dsdata.txt to determine how the superseded data were derived.
 DC1237
 DC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS750469(NAD 83)
 DC1237
 DC1237_MARKER: DB = BENCH MARK DISK
 DC1237_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DC1237_SP_SET: BUILDING WALL
 DC1237_STAMPING: W 131 1933
 DC1237_MARK LOGO: CGS   
 DC1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC1237+STABILITY: POSITION/ELEVATION WELL
 DC1237
 DC1237  HISTORY     - Date     Condition        Report By
 DC1237  HISTORY     - 1933     MONUMENTED       CGS
 DC1237  HISTORY     - 1964     GOOD             LOCSUR
 DC1237  HISTORY     - 1970     GOOD             CA-073
 DC1237  HISTORY     - 1978     GOOD             NGS
 DC1237  HISTORY     - 1987     GOOD             NGS
 DC1237  HISTORY     - 1990     GOOD             USPSQD
 DC1237  HISTORY     - 20080718 GOOD             GEOCAC
 DC1237
 DC1237                          STATION DESCRIPTION
 DC1237
 DC1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DC1237'AT DEL MAR.
 DC1237'AT DEL MAR, SAN DIEGO COUNTY, AT THE ATCHISON, TOPEKA AND SANTA
 DC1237'FE RAILWAY STATION, IN THE WEST WALL, BETWEEN THE TWO WINDOWS
 DC1237'SOUTH OF THE WAITING-ROOM DOOR, AND 4 FEET ABOVE THE GROUND.
 DC1237'A STANDARD DISK, STAMPED W 131 1933 AND SET VERTICALLY.
 DC1237
 DC1237                          STATION RECOVERY (1964)
 DC1237
 DC1237'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 DC1237'RECOVERED IN GOOD CONDITION.
 DC1237
 DC1237                          STATION RECOVERY (1970)
 DC1237
 DC1237'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC1237'RECOVERED IN GOOD CONDITION.
 DC1237
 DC1237                          STATION RECOVERY (1978)
 DC1237
 DC1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1237'RECOVERED IN GOOD CONDITION.
 DC1237
 DC1237                          STATION RECOVERY (1987)
 DC1237
 DC1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1237'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 DC1237'MI) NORTH ALONG CAMINO DEL MAR FROM THE INTERSECTION OF DEL MAR
 DC1237'HEIGHTS ROAD IN DEL MAR, THENCE 0.2 KM (0.10 MI) WEST ALONG 15TH
 DC1237'STREET, THENCE 0.2 KM (0.10 MI) NORTH ALONG COAST BOULEVARD, AT THE
 DC1237'ATCHISON TOPEKA AND SANTA FE RAILROAD STATION, BETWEEN THE FIRST TWO
 DC1237'WINDOWS SOUTH OF THE WAITING ROOM DOOR, SET VERTICALLY IN THE WEST
 DC1237'WALL, 4.6 M (15.1 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 DC1237'THE MARK IS 1.2 M ABOVE THE GROUND.
 DC1237
 DC1237                          STATION RECOVERY (1990)
 DC1237
 DC1237'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1237'RECOVERED IN GOOD CONDITION.
 DC1237
 DC1237                          STATION RECOVERY (2008)
 DC1237
 DC1237'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1237'FROM CENTERPOINT OF AT AND SF TRACK CROSSING OF OCEAN AVENUE IN DEL
 DC1237'MAR, CA, WALK APPROXIMATELY 275 FEET AT 23 DEGREES TRUE, PIVOT EAST
 DC1237'TOWARDS THE BUILDING.  YOU SHOULD BE LOOKING RIGHT AT THE PRISTINE
 DC1237'BRASS DISK AS DESCRIBED PREVIOUSLY.
 DC1237'CORRECTED POSITION N32 57 39.8 W117 16 01.8 APPARENTLY SPOT ON DESPITE
 DC1237'BUILDING BLOCKING SKY TO EAST COMPLETELY, OTHERWISE EXCELLENT SKY
 DC1237'VIEWS.
 DC1237'THOUGH STILL IDENTIFIED BY SIGN AS DEL MAR STATION, BUILDING IS NOW
 DC1237'PRIVATELY OWNED.  REASONABLE EXTERNAL PUBLIC ACCESS SEEMS TO BE
 DC1237'TOLERATED AND EVEN WELCOMED DUE TO COMMON FOOT TRAFFIC, PLACEMENT OF
 DC1237'PEDESTRIAN PATHS AND BENCHES AND LACK OF FENCING OR SIGNS SUGGESTING
 DC1237'OTHERWISE.  ATTEMPTS TO IDENTIFY AND CONTACT OWNERS UNSUCCESSFUL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3484 ***********************************************************************
 HS3484  DESIGNATION -  W 737
 HS3484  PID         -  HS3484
 HS3484  STATE/COUNTY-  CA/ALAMEDA
 HS3484  USGS QUAD   -  ALTAMONT (1981)
 HS3484
 HS3484                         *CURRENT SURVEY CONTROL
 HS3484  ___________________________________________________________________
 HS3484* NAD 83(1986)-  37 43 23.     (N)    121 41 01.     (W)     SCALED    
 HS3484* NAVD 88     -       210.16   (+/-2cm)     689.5    (feet)  VERTCON   
 HS3484  ___________________________________________________________________
 HS3484  GEOID HEIGHT-         -31.97  (meters)                     GEOID09
 HS3484  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3484
 HS3484.The horizontal coordinates were scaled from a topographic map and have
 HS3484.an estimated accuracy of +/- 6 seconds.
 HS3484.
 HS3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3484
 HS3484.The vertical order pertains to the NGVD 29 superseded value.
 HS3484
 HS3484.The geoid height was determined by GEOID09.
 HS3484
 HS3484;                    North         East    Units  Estimated Accuracy
 HS3484;SPC CA 3     -   636,400.    1,895,660.      MT  (+/- 180 meters Scaled)
 HS3484
 HS3484                          SUPERSEDED SURVEY CONTROL
 HS3484
 HS3484  NGVD 29 (??/??/??)  209.354  (m)          686.86   (f) ADJUSTED    1 1
 HS3484
 HS3484.Superseded values are not recommended for survey control.
 HS3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3484.See file dsdata.txt to determine how the superseded data were derived.
 HS3484
 HS3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG160759(NAD 83)
 HS3484
 HS3484_MARKER: DB = BENCH MARK DISK
 HS3484_SETTING: 66 = SET IN ROCK OUTCROP
 HS3484_SP_SET: ROCK CUT
 HS3484_STAMPING: W 737 1944
 HS3484_MARK LOGO: CGS   
 HS3484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HS3484+STABILITY: POSITION/ELEVATION WELL
 HS3484
 HS3484  HISTORY     - Date     Condition        Report By
 HS3484  HISTORY     - 1944     MONUMENTED       CGS
 HS3484  HISTORY     - 1958     GOOD             CGS
 HS3484  HISTORY     - 1965     GOOD             CGS
 HS3484  HISTORY     - 1974     GOOD             NGS
 HS3484
 HS3484                          STATION DESCRIPTION
 HS3484
 HS3484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS3484'2 MI SW FROM ALTAMONT.
 HS3484'2.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3484'FROM THE ABANDONED STATION AT ALTAMONT, IN R3E T2S S31, AT A
 HS3484'ROCK CUT BANK, 70 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE
 HS3484'FIRST POLE EAST OF MILEPOLE 53, SET VERTICALLY IN THE APPROXIMATE
 HS3484'CENTER OF THE NORTH FACE OF THE ROCK CUT, 10 FEET SOUTH OF THE
 HS3484'SOUTH RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 HS3484
 HS3484                          STATION RECOVERY (1965)
 HS3484
 HS3484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS3484'RECOVERED IN GOOD CONDITION.
 HS3484
 HS3484                          STATION RECOVERY (1974)
 HS3484
 HS3484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0092 ***********************************************************************
 DZ0092  DESIGNATION -  W 739
 DZ0092  PID         -  DZ0092
 DZ0092  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0092  USGS QUAD   -  LOMPOC (1982)
 DZ0092
 DZ0092                         *CURRENT SURVEY CONTROL
 DZ0092  ___________________________________________________________________
 DZ0092* NAD 83(1986)-  34 38 53.     (N)    120 27 42.     (W)     SCALED    
 DZ0092* NAVD 88     -        29.20   (+/-2cm)      95.8    (feet)  VERTCON   
 DZ0092  ___________________________________________________________________
 DZ0092  GEOID HEIGHT-         -36.03  (meters)                     GEOID09
 DZ0092  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0092
 DZ0092.This mark is at Lompoc Airport (LPC)
 DZ0092
 DZ0092.The horizontal coordinates were scaled from a topographic map and have
 DZ0092.an estimated accuracy of +/- 6 seconds.
 DZ0092.
 DZ0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0092
 DZ0092.The vertical order pertains to the NGVD 29 superseded value.
 DZ0092
 DZ0092.The geoid height was determined by GEOID09.
 DZ0092
 DZ0092;                    North         East    Units  Estimated Accuracy
 DZ0092;SPC CA 5     -   630,110.    1,774,360.      MT  (+/- 180 meters Scaled)
 DZ0092
 DZ0092                          SUPERSEDED SURVEY CONTROL
 DZ0092
 DZ0092  NGVD 29 (??/??/92)   28.433  (m)           93.28   (f) ADJ UNCH    1 2
 DZ0092
 DZ0092.Superseded values are not recommended for survey control.
 DZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0092.See file dsdata.txt to determine how the superseded data were derived.
 DZ0092
 DZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD326369(NAD 83)
 DZ0092
 DZ0092_MARKER: DB = BENCH MARK DISK
 DZ0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0092_SP_SET: CONCRETE SLAB
 DZ0092_STAMPING: W 739 1945
 DZ0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0092
 DZ0092  HISTORY     - Date     Condition        Report By
 DZ0092  HISTORY     - 1945     MONUMENTED       CGS
 DZ0092  HISTORY     - 1956     GOOD             CGS
 DZ0092  HISTORY     - 19890307 MARK NOT FOUND   NGS
 DZ0092
 DZ0092                          STATION DESCRIPTION
 DZ0092
 DZ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0092'AT LOMPOC AIRPORT.
 DZ0092'AT LOMPOC AIRPORT, 0.2 MILE SOUTHWEST OF THE FLIGHT CONTROL
 DZ0092'OFFICE, AT THE EAST ONE OF TWO FORMER BLIMP TIE-DOWNS (NOW
 DZ0092'PARTLY COVERED WITH GRAVEL), IN THE TOP OF A CONCRETE SLAB, 289
 DZ0092'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST RUNWAY, 276.4 FEET
 DZ0092'NORTH OF THE SOUTH BOUNDARY FENCE, ON THE PROLONGATION OF THE
 DZ0092'CENTER LINE OF K STREET, 28.1 FEET NORTHWEST OF A STEEL EYE-BOLT
 DZ0092'WHICH MARKS THE CENTER OF THE CONCRETE SLAB, 1.1 FEET NORTHEAST
 DZ0092'OF A WITNESS POST, AND FLUSH WITH THE GROUND.
 DZ0092
 DZ0092                          STATION RECOVERY (1989)
 DZ0092
 DZ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0800 ***********************************************************************
 DC0800  DESIGNATION -  W 741
 DC0800  PID         -  DC0800
 DC0800  STATE/COUNTY-  CA/SAN DIEGO
 DC0800  USGS QUAD   -  POINT LOMA (1994)
 DC0800
 DC0800                         *CURRENT SURVEY CONTROL
 DC0800  ___________________________________________________________________
 DC0800* NAD 83(1986)-  32 42 07.     (N)    117 11 53.     (W)     SCALED    
 DC0800* NAVD 88     -        10.66   (+/-2cm)      35.0    (feet)  VERTCON   
 DC0800  ___________________________________________________________________
 DC0800  GEOID HEIGHT-         -35.24  (meters)                     GEOID09
 DC0800  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0800
 DC0800.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0800
 DC0800.The horizontal coordinates were scaled from a topographic map and have
 DC0800.an estimated accuracy of +/- 6 seconds.
 DC0800.
 DC0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0800
 DC0800.The vertical order pertains to the NGVD 29 superseded value.
 DC0800
 DC0800.The geoid height was determined by GEOID09.
 DC0800
 DC0800;                    North         East    Units  Estimated Accuracy
 DC0800;SPC CA 6     -   559,770.    1,911,100.      MT  (+/- 180 meters Scaled)
 DC0800
 DC0800                          SUPERSEDED SURVEY CONTROL
 DC0800
 DC0800  NGVD 29 (??/??/??)   10.020  (m)           32.87   (f) ADJUSTED    1 2
 DC0800
 DC0800.Superseded values are not recommended for survey control.
 DC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0800.See file dsdata.txt to determine how the superseded data were derived.
 DC0800
 DC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS814182(NAD 83)
 DC0800
 DC0800_MARKER: DB = BENCH MARK DISK
 DC0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0800_SP_SET: RADIO ANTENNA BASE
 DC0800_STAMPING: W 741 1945
 DC0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0800
 DC0800  HISTORY     - Date     Condition        Report By
 DC0800  HISTORY     - 1945     MONUMENTED       CGS
 DC0800  HISTORY     - 1955     GOOD             CGS
 DC0800  HISTORY     - 1962     GOOD             CGS
 DC0800
 DC0800                          STATION DESCRIPTION
 DC0800
 DC0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0800'AT SAN DIEGO NAVAL AIR STATION.
 DC0800'AT SAN DIEGO NAVAL AIR STATION, AT THE OPERATIONS BUILDING
 DC0800'AND CONTROL TOWER, BUILDING 516, IN THE TOP OF THE WEST CORNER
 DC0800'OF THE CONCRETE BASE FOR AN 8-INCH IRON PIPE USED AS A RADIO
 DC0800'ANTENNA, 2.7 FEET WEST OF THE WEST CORNER OF THE BUILDING, 0.6
 DC0800'FOOT WEST OF THE IRON PIPE, AND ABOUT LEVEL WITH THE CONCRETE
 DC0800'CURB.
 DC0800
 DC0800                          STATION RECOVERY (1962)
 DC0800
 DC0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0353 ***********************************************************************
 LU0353  DESIGNATION -  W 742
 LU0353  PID         -  LU0353
 LU0353  STATE/COUNTY-  CA/TEHAMA
 LU0353  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0353
 LU0353                         *CURRENT SURVEY CONTROL
 LU0353  ___________________________________________________________________
 LU0353* NAD 83(1986)-  40 10 10.     (N)    122 14 16.     (W)     SCALED    
 LU0353* NAVD 88     -        83.11   (+/-2cm)     272.7    (feet)  VERTCON   
 LU0353  ___________________________________________________________________
 LU0353  GEOID HEIGHT-         -28.61  (meters)                     GEOID09
 LU0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0353
 LU0353.The horizontal coordinates were scaled from a topographic map and have
 LU0353.an estimated accuracy of +/- 6 seconds.
 LU0353.
 LU0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0353
 LU0353.The vertical order pertains to the NGVD 29 superseded value.
 LU0353
 LU0353.The geoid height was determined by GEOID09.
 LU0353
 LU0353;                    North         East    Units  Estimated Accuracy
 LU0353;SPC CA 1     -   592,870.    1,979,750.      MT  (+/- 180 meters Scaled)
 LU0353
 LU0353                          SUPERSEDED SURVEY CONTROL
 LU0353
 LU0353  NGVD 29 (??/??/92)   82.37   (m)          270.2    (f) COMPUTED    1 2
 LU0353
 LU0353.Superseded values are not recommended for survey control.
 LU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0353.See file dsdata.txt to determine how the superseded data were derived.
 LU0353
 LU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK649468(NAD 83)
 LU0353
 LU0353_MARKER: DB = BENCH MARK DISK
 LU0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0353_SP_SET: BRIDGE
 LU0353_STAMPING: W 742 1944
 LU0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0353
 LU0353  HISTORY     - Date     Condition        Report By
 LU0353  HISTORY     - 1944     MONUMENTED       CGS
 LU0353
 LU0353                          STATION DESCRIPTION
 LU0353
 LU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 LU0353'0.6 MI S FROM RED BLUFF.
 LU0353'0.25 MILE WEST ALONG OAK STREET FROM THE COURT HOUSE AT RED BLUFF,
 LU0353'THENCE 0.4 MILE SOUTH ALONG JACKSON STREET AND ITS EXTENSION,
 LU0353'0.15 MILE SOUTH OF CONCRETE HIGHWAY BRIDGE, ON THE EAST END OF
 LU0353'NORTH ABUTMENT OF STEEL BRIDGE OVER SMALL STREAM, 10.0 FEET EAST
 LU0353'OF CENTER-LINE OF BRIDGE, 0.4 FOOT WEST OF EAST END OF ABUTMENT
 LU0353'AND POINT WHERE WINGWALL JOINS ABUTMENT, 0.2 FOOT BELOW BRIDGE
 LU0353'FLOOR LEVEL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1103 ***********************************************************************
 KS1103  DESIGNATION -  W 743 USE
 KS1103  PID         -  KS1103
 KS1103  STATE/COUNTY-  CA/BUTTE
 KS1103  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1103
 KS1103                         *CURRENT SURVEY CONTROL
 KS1103  ___________________________________________________________________
 KS1103* NAD 83(1986)-  39 47 13.     (N)    121 51 01.     (W)     SCALED    
 KS1103* NAVD 88     -        62.152  (meters)     203.91   (feet)  ADJUSTED  
 KS1103  ___________________________________________________________________
 KS1103  GEOID HEIGHT-         -27.49  (meters)                     GEOID09
 KS1103  DYNAMIC HT  -          62.120 (meters)     203.81  (feet)  COMP
 KS1103  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KS1103
 KS1103  VERT ORDER  -  FIRST     CLASS II
 KS1103
 KS1103.This mark is at Chico Municipal Airport (CIC)
 KS1103
 KS1103.The horizontal coordinates were scaled from a topographic map and have
 KS1103.an estimated accuracy of +/- 6 seconds.
 KS1103.
 KS1103.The orthometric height was determined by differential leveling and
 KS1103.adjusted in June 1991.
 KS1103
 KS1103.The geoid height was determined by GEOID09.
 KS1103
 KS1103.The dynamic height is computed by dividing the NAVD 88
 KS1103.geopotential number by the normal gravity value computed on the
 KS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1103.degrees latitude (g = 980.6199 gals.).
 KS1103
 KS1103.The modeled gravity was interpolated from observed gravity values.
 KS1103
 KS1103;                    North         East    Units  Estimated Accuracy
 KS1103;SPC CA 2     -   735,380.    2,012,830.      MT  (+/- 180 meters Scaled)
 KS1103
 KS1103                          SUPERSEDED SURVEY CONTROL
 KS1103
 KS1103  NGVD 29 (??/??/??)   61.442  (m)          201.58   (f) ADJUSTED    1 2
 KS1103
 KS1103.Superseded values are not recommended for survey control.
 KS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1103.See file dsdata.txt to determine how the superseded data were derived.
 KS1103
 KS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK984047(NAD 83)
 KS1103
 KS1103_MARKER: P = PIPE CAP
 KS1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1103_STAMPING: W 743
 KS1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1103
 KS1103  HISTORY     - Date     Condition        Report By
 KS1103  HISTORY     - UNK      MONUMENTED       DOD
 KS1103  HISTORY     - 1949     GOOD             CGS
 KS1103  HISTORY     - 1967     GOOD             CGS
 KS1103
 KS1103                          STATION DESCRIPTION
 KS1103
 KS1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS1103'5.7 MI N FROM CHICO.
 KS1103'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 0.15 MILE WEST OF THE
 KS1103'SEWAGE-DISPOSAL PLANT, IN LINE WITH THE PROLONGATION TO THE
 KS1103'SOUTHEAST OF THE CENTERLINE OF THE NORTHWEST-AND-SOUTHEAST
 KS1103'RUNWAY, 448 FEET SOUTHEAST OF THE SOUTHEAST END OF THE RUNWAY,
 KS1103'36.3 FEET EAST OF THE CENTER OF A WHITE GATE IN THE BOUNDARY
 KS1103'FENCE, AND 2.6 FEET SOUTH OF THE FENCE.  A CORPS OF ENGINEERS,
 KS1103'U.S. ARMY, STANDARD CAP, STAMPED W 743 AND FASTENED ON THE TOP
 KS1103'OF A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.7 FOOT
 KS1103'ABOVE GROUND.  NOTE-- TO REACH FROM THE CITY PARK AT CHICO, GO
 KS1103'NORTHWEST 1.7 MILES ALONG U.S. HIGHWAY 99 E, THENCE EAST AND NORTH
 KS1103'4.0 MILES ALONG THE RICHARDSON SPRINGS ROAD TO THE MAIN ENTRANCE
 KS1103'TO THE AIRPORT.
 KS1103
 KS1103                          STATION RECOVERY (1967)
 KS1103
 KS1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KS1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0828 ***********************************************************************
 JS0828  DESIGNATION -  W 744
 JS0828  PID         -  JS0828
 JS0828  STATE/COUNTY-  CA/SACRAMENTO
 JS0828  USGS QUAD   -  CARMICHAEL (1992)
 JS0828
 JS0828                         *CURRENT SURVEY CONTROL
 JS0828  ___________________________________________________________________
 JS0828* NAD 83(1986)-  38 34 12.     (N)    121 17 34.     (W)     SCALED    
 JS0828* NAVD 88     -        28.20   (+/-2cm)      92.5    (feet)  VERTCON   
 JS0828  ___________________________________________________________________
 JS0828  GEOID HEIGHT-         -30.34  (meters)                     GEOID09
 JS0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0828
 JS0828.The horizontal coordinates were scaled from a topographic map and have
 JS0828.an estimated accuracy of +/- 6 seconds.
 JS0828.
 JS0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0828
 JS0828.The vertical order pertains to the NGVD 29 superseded value.
 JS0828
 JS0828.The geoid height was determined by GEOID09.
 JS0828
 JS0828;                    North         East    Units  Estimated Accuracy
 JS0828;SPC CA 2     -   600,520.    2,061,630.      MT  (+/- 180 meters Scaled)
 JS0828
 JS0828                          SUPERSEDED SURVEY CONTROL
 JS0828
 JS0828  NGVD 29 (??/??/92)   27.450  (m)           90.06   (f) ADJ UNCH    2 0
 JS0828
 JS0828.Superseded values are not recommended for survey control.
 JS0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0828.See file dsdata.txt to determine how the superseded data were derived.
 JS0828
 JS0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH487704(NAD 83)
 JS0828
 JS0828_MARKER: DB = BENCH MARK DISK
 JS0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0828_STAMPING: W 744 1945
 JS0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0828+STABILITY: SURFACE MOTION
 JS0828
 JS0828  HISTORY     - Date     Condition        Report By
 JS0828  HISTORY     - 1945     MONUMENTED       CGS
 JS0828  HISTORY     - 1983     MARK NOT FOUND   DMA
 JS0828
 JS0828                          STATION DESCRIPTION
 JS0828
 JS0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0828'5.5 MI NE FROM PERKINS.
 JS0828'AT MATHER FIELD, ALONG EKNES STREET, BETWEEN B AND A STREETS,
 JS0828'76.0 FEET EAST OF CENTER-LINE OF EKNES STREET, 24.0 FEET
 JS0828'SOUTH OF THE NORTHWEST CORNER OF NEW ADMINISTRATION BUILDING, 1.2
 JS0828'FEET WEST OF WEST FACE OF THE BUILDING, 4.5 FEET NORTH OF THE EDGE
 JS0828'OF GRASS LAWN WHERE LAWN MEETS THE NORTH EDGE OF ASPHALT CAR
 JS0828'PARKING AREA, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 JS0828'FOOT ABOVE THE GROUND.  AN IRON BENCH-MARK DISK, STAMPED W 744
 JS0828'1945.  NOTE-- TO REACH MATHER FIELD FROM THE JUNCTION OF THE
 JS0828'HIGHWAYS AT PERKINS GO NORTHEAST ALONG U.S. HIGHWAY 50 5.5 MILES
 JS0828'TO MILLS, THENCE, TURN SOUTH ALONG PAVED ROAD 1.4 MILES TO THE
 JS0828'MAIN GATE AT THE AIRFIELD.
 JS0828
 JS0828                          STATION RECOVERY (1983)
 JS0828
 JS0828'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 JS0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1560 ***********************************************************************
 HS1560  DESIGNATION -  W 745
 HS1560  PID         -  HS1560
 HS1560  STATE/COUNTY-  CA/MERCED
 HS1560  USGS QUAD   -  ATWATER (1987)
 HS1560
 HS1560                         *CURRENT SURVEY CONTROL
 HS1560  ___________________________________________________________________
 HS1560* NAD 83(1986)-  37 21 50.     (N)    120 33 46.     (W)     SCALED    
 HS1560* NAVD 88     -        52.99   (+/-2cm)     173.9    (feet)  VERTCON   
 HS1560  ___________________________________________________________________
 HS1560  GEOID HEIGHT-         -31.73  (meters)                     GEOID09
 HS1560  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1560
 HS1560.The horizontal coordinates were scaled from a topographic map and have
 HS1560.an estimated accuracy of +/- 6 seconds.
 HS1560.
 HS1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1560
 HS1560.The vertical order pertains to the NGVD 29 superseded value.
 HS1560
 HS1560.The geoid height was determined by GEOID09.
 HS1560
 HS1560;                    North         East    Units  Estimated Accuracy
 HS1560;SPC CA 3     -   595,880.    1,994,440.      MT  (+/- 180 meters Scaled)
 HS1560
 HS1560                          SUPERSEDED SURVEY CONTROL
 HS1560
 HS1560  NGVD 29 (??/??/92)   52.243  (m)          171.40   (f) ADJ UNCH    1 2
 HS1560
 HS1560.Superseded values are not recommended for survey control.
 HS1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1560.See file dsdata.txt to determine how the superseded data were derived.
 HS1560
 HS1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG158380(NAD 83)
 HS1560
 HS1560_MARKER: DB = BENCH MARK DISK
 HS1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1560_SP_SET: FOUNDATION
 HS1560_STAMPING: W 745 1945
 HS1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1560
 HS1560  HISTORY     - Date     Condition        Report By
 HS1560  HISTORY     - 1945     MONUMENTED       CGS
 HS1560  HISTORY     - 1958     GOOD             CGS
 HS1560  HISTORY     - 1982     GOOD             USGS
 HS1560
 HS1560                          STATION DESCRIPTION
 HS1560
 HS1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1560'AT CASTLE AIR FORCE BASE.
 HS1560'AT CASTLE AIR FORCE BASE, MERCED COUNTY, AT THE SOUTH ANGLE OF THE
 HS1560'JUNCTION OF ELEVENTH STREET AND THE PARKING APRON, 3.9 FEET
 HS1560'NORTHEAST OF THE NORTH CORNER OF HANGAR T 51, IN THE TOP OF THE
 HS1560'CONCRETE FOUNDATION OF THE WALL AND THE STEEL SUPPORT POST FOR
 HS1560'THE SHED AT THE NORTHWEST END OF THE SLIDING DOOR TRACK, 17.1
 HS1560'FEET SOUTHEAST OF THE NORTHWEST END OF THE SHED, MIDWAY BETWEEN TH
 HS1560'STEEL SUPPORT AND THE SOUTHEAST EDGE OF THE FOUNDATION, AND 1.6
 HS1560'FEET HIGHER THAN THE CONCRETE PAVEMENT.  A STANDARD DISK, STAMPED
 HS1560'W 745 1945.
 HS1560
 HS1560                          STATION RECOVERY (1982)
 HS1560
 HS1560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HS1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2302 ***********************************************************************
 EV2302  DESIGNATION -  W 747
 EV2302  PID         -  EV2302
 EV2302  STATE/COUNTY-  CA/KERN
 EV2302  USGS QUAD   -  EDWARDS (1992)
 EV2302
 EV2302                         *CURRENT SURVEY CONTROL
 EV2302  ___________________________________________________________________
 EV2302* NAD 83(1986)-  34 54 56.     (N)    117 53 36.     (W)     SCALED    
 EV2302* NAVD 88     -       702.65   (+/-2cm)    2305.3    (feet)  VERTCON   
 EV2302  ___________________________________________________________________
 EV2302  GEOID HEIGHT-         -31.98  (meters)                     GEOID09
 EV2302  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2302
 EV2302.The horizontal coordinates were scaled from a topographic map and have
 EV2302.an estimated accuracy of +/- 6 seconds.
 EV2302.
 EV2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2302
 EV2302.The vertical order pertains to the NGVD 29 superseded value.
 EV2302
 EV2302.The geoid height was determined by GEOID09.
 EV2302
 EV2302;                    North         East    Units  Estimated Accuracy
 EV2302;SPC CA 5     -   657,030.    2,009,750.      MT  (+/- 180 meters Scaled)
 EV2302
 EV2302                          SUPERSEDED SURVEY CONTROL
 EV2302
 EV2302  NGVD 29 (??/??/92)  701.846  (m)         2302.64   (f) ADJ UNCH    1 2
 EV2302
 EV2302.Superseded values are not recommended for survey control.
 EV2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2302.See file dsdata.txt to determine how the superseded data were derived.
 EV2302
 EV2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU183640(NAD 83)
 EV2302
 EV2302_MARKER: DB = BENCH MARK DISK
 EV2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2302_STAMPING: W 747 1945
 EV2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2302+STABILITY: SURFACE MOTION
 EV2302
 EV2302  HISTORY     - Date     Condition        Report By
 EV2302  HISTORY     - 1945     MONUMENTED       CGS
 EV2302  HISTORY     - 1961     MARK NOT FOUND   CGS
 EV2302
 EV2302                          STATION DESCRIPTION
 EV2302
 EV2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EV2302'1.1 MI W FROM MUROC.
 EV2302'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.1 MILES WEST OF
 EV2302'THE STATION AT MUROC, 0.65 MILE WEST OF CROSSING OF PAVED ROAD
 EV2302'LEADING TO MUROC ARMY AIR FIELD, 12.0 FEET SOUTHEAST OF FIRST
 EV2302'TELEPHONE POLE EAST OF POLE MARKING MILE POST 799, 92.0 FEET
 EV2302'EAST SOUTHEAST OF THE CENTER OF THE SOUTH WOODEN HEADWALL FOR
 EV2302'CULVERT A 799, 68.2 FEET SOUTHEAST OF VERTICAL RAILROAD RAIL
 EV2302'PAINTED 799, 45.2 FEET SOUTH OF SOUTH RAIL, 17.0 FEET NORTH OF
 EV2302'CENTERLINE OF DIM DIRT ROAD, 5.0 FEET SOUTH OF THE LINE OF THE
 EV2302'TELEPHONE POLES, 2.0 FEET WEST OF REFERENCE POST, SET IN THE
 EV2302'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.  AN IRON
 EV2302'BENCH-MARK DISK, STAMPED W 747 1945.
 EV2302
 EV2302                          STATION RECOVERY (1961)
 EV2302
 EV2302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV2302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1871 ***********************************************************************
 DX1871  DESIGNATION -  W 748
 DX1871  PID         -  DX1871
 DX1871  STATE/COUNTY-  CA/ORANGE
 DX1871  USGS QUAD   -  TUSTIN (1981)
 DX1871
 DX1871                         *CURRENT SURVEY CONTROL
 DX1871  ___________________________________________________________________
 DX1871* NAD 83(1986)-  33 42 27.     (N)    117 49 30.     (W)     SCALED    
 DX1871* NAVD 88     -        17.53   (+/-2cm)      57.5    (feet)  VERTCON   
 DX1871  ___________________________________________________________________
 DX1871  GEOID HEIGHT-         -34.75  (meters)                     GEOID09
 DX1871  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1871
 DX1871.The horizontal coordinates were scaled from a topographic map and have
 DX1871.an estimated accuracy of +/- 6 seconds.
 DX1871.
 DX1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1871
 DX1871.The vertical order pertains to the NGVD 29 superseded value.
 DX1871
 DX1871.The geoid height was determined by GEOID09.
 DX1871
 DX1871;                    North         East    Units  Estimated Accuracy
 DX1871;SPC CA 6     -   671,990.    1,854,010.      MT  (+/- 180 meters Scaled)
 DX1871
 DX1871                          SUPERSEDED SURVEY CONTROL
 DX1871
 DX1871  NGVD 29 (??/??/??)   16.824  (m)           55.20   (f) ADJUSTED    1 2
 DX1871
 DX1871.Superseded values are not recommended for survey control.
 DX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1871.See file dsdata.txt to determine how the superseded data were derived.
 DX1871
 DX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT235300(NAD 83)
 DX1871
 DX1871_MARKER: DB = BENCH MARK DISK
 DX1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1871_STAMPING: W 748 1945
 DX1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1871+STABILITY: SURFACE MOTION
 DX1871
 DX1871  HISTORY     - Date     Condition        Report By
 DX1871  HISTORY     - 1945     MONUMENTED       CGS
 DX1871  HISTORY     - 1955     GOOD             CGS
 DX1871  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1871
 DX1871                          STATION DESCRIPTION
 DX1871
 DX1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1871'AT SANTA ANA MCAF.
 DX1871'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE CONTROL TOWER,
 DX1871'10.4 FEET EAST OF THE EAST CORNER, 0.8 FOOT SOUTHEAST OF THE
 DX1871'SOUTHEAST END OF A WHITE WOODEN SLAT FENCE, AT THE NORTHEAST
 DX1871'EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE RUNWAY, AND
 DX1871'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 DX1871'SIDEWALK.
 DX1871
 DX1871                          STATION RECOVERY (1996)
 DX1871
 DX1871'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0208 ***********************************************************************
 EU0208  DESIGNATION -  W 751
 EU0208  PID         -  EU0208
 EU0208  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0208  USGS QUAD   -  RICE (1983)
 EU0208
 EU0208                         *CURRENT SURVEY CONTROL
 EU0208  ___________________________________________________________________
 EU0208* NAD 83(1986)-  34 04 45.     (N)    114 48 51.     (W)     SCALED    
 EU0208* NAVD 88     -       283.95   (+/-2cm)     931.6    (feet)  VERTCON   
 EU0208  ___________________________________________________________________
 EU0208  GEOID HEIGHT-         -31.89  (meters)                     GEOID09
 EU0208  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0208
 EU0208.The horizontal coordinates were scaled from a topographic map and have
 EU0208.an estimated accuracy of +/- 6 seconds.
 EU0208.
 EU0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0208
 EU0208.The vertical order pertains to the NGVD 29 superseded value.
 EU0208
 EU0208.The geoid height was determined by GEOID09.
 EU0208
 EU0208;                    North         East    Units  Estimated Accuracy
 EU0208;SPC CA 5     -   568,900.    2,294,000.      MT  (+/- 180 meters Scaled)
 EU0208
 EU0208                          SUPERSEDED SURVEY CONTROL
 EU0208
 EU0208  NGVD 29 (??/??/??)  283.291  (m)          929.43   (f) ADJUSTED    1 1
 EU0208
 EU0208.Superseded values are not recommended for survey control.
 EU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0208.See file dsdata.txt to determine how the superseded data were derived.
 EU0208
 EU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT016730(NAD 83)
 EU0208
 EU0208_MARKER: DB = BENCH MARK DISK
 EU0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0208_STAMPING: W 751 1945
 EU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0208+STABILITY: SURFACE MOTION
 EU0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0208+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 EU0208
 EU0208  HISTORY     - Date     Condition        Report By
 EU0208  HISTORY     - 1945     MONUMENTED       CGS
 EU0208  HISTORY     - 1976     GOOD             NGS
 EU0208  HISTORY     - 20080904 GOOD             GEOCAC
 EU0208
 EU0208                          STATION DESCRIPTION
 EU0208
 EU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0208'AT RICE ARMY AIR FIELD.
 EU0208'AT RICE ARMY AIR FIELD, 2.1 MILES EAST ALONG AQUEDUCT ROAD AND
 EU0208'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 EU0208'RICE, AT THE JUNCTION OF AQUEDUCT ROAD AND DRIVE TO AIR FIELD,
 EU0208'0.35 MILE WEST OF RAILWAY MILEPOST 138, 109.0 FEET WEST OF
 EU0208'CENTER-LINE OF DRIVE TO AIRPORT, 40.6 FEET SOUTH OF CENTER-LINE
 EU0208'OF AQUEDUCT ROAD, 5.0 FEET SOUTH OF A POINT BETWEEN TWO TELEPHONE
 EU0208'POLES (SET 5.0 FEET APART) WHICH SERVE AS JUNCTION POINT FOR
 EU0208'TELEPHONE LINES TO AIRPORT, 2.0 FEET WEST OF REFERENCE POST, SET
 EU0208'IN THE TOP OF A WHITE PAINTED CONCRETE POST PROJECTING 0.3 FOOT
 EU0208'ABOVE THE GROUND.  A BRONZE DISK, STAMPED W 751 1945.
 EU0208
 EU0208                          STATION RECOVERY (1976)
 EU0208
 EU0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0208'2.20 MILE EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0208'RAILROAD TRACKS LEADING SOUTH AT RICE, 0.35 MILE WEST OF MILEPOST 138,
 EU0208'109 FT. WEST OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTH, 49 FT.
 EU0208'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 62, 6.5 FT. SOUTH OF A
 EU0208'TELEPHONE POLE.
 EU0208
 EU0208                          STATION RECOVERY (2008)
 EU0208
 EU0208'RECOVERY NOTE BY GEOCACHING 2008 (RLS)
 EU0208'NEW COORDINATES
 EU0208'N 34  04.769 W 114  48.859
 EU0208' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0051 ***********************************************************************
 FT0051  DESIGNATION -  W 752
 FT0051  PID         -  FT0051
 FT0051  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0051  USGS QUAD   -  BAKER (1983)
 FT0051
 FT0051                         *CURRENT SURVEY CONTROL
 FT0051  ___________________________________________________________________
 FT0051* NAD 83(1986)-  35 20 38.     (N)    116 05 02.     (W)     SCALED    
 FT0051* NAVD 88     -       281.054  (meters)     922.09   (feet)  ADJUSTED  
 FT0051  ___________________________________________________________________
 FT0051  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 FT0051  DYNAMIC HT  -         280.771 (meters)     921.16  (feet)  COMP
 FT0051  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 FT0051
 FT0051  VERT ORDER  -  FIRST     CLASS II
 FT0051
 FT0051.The horizontal coordinates were scaled from a topographic map and have
 FT0051.an estimated accuracy of +/- 6 seconds.
 FT0051.
 FT0051.The orthometric height was determined by differential leveling and
 FT0051.adjusted in June 1991.
 FT0051
 FT0051.The geoid height was determined by GEOID09.
 FT0051
 FT0051.The dynamic height is computed by dividing the NAVD 88
 FT0051.geopotential number by the normal gravity value computed on the
 FT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0051.degrees latitude (g = 980.6199 gals.).
 FT0051
 FT0051.The modeled gravity was interpolated from observed gravity values.
 FT0051
 FT0051;                    North         East    Units  Estimated Accuracy
 FT0051;SPC CA 5     -   706,200.    2,174,170.      MT  (+/- 180 meters Scaled)
 FT0051
 FT0051                          SUPERSEDED SURVEY CONTROL
 FT0051
 FT0051  NGVD 29 (05/01/91)  280.384  (m)          919.89   (f) ADJUSTED    1 2
 FT0051
 FT0051.Superseded values are not recommended for survey control.
 FT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0051.See file dsdata.txt to determine how the superseded data were derived.
 FT0051
 FT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV832115(NAD 83)
 FT0051
 FT0051_MARKER: DB = BENCH MARK DISK
 FT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0051_STAMPING: W 752 1945
 FT0051_MARK LOGO: CGS   
 FT0051_PROJECTION: PROJECTING 6 CENTIMETERS
 FT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0051+STABILITY: SURFACE MOTION
 FT0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0051+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2010
 FT0051
 FT0051  HISTORY     - Date     Condition        Report By
 FT0051  HISTORY     - 1945     MONUMENTED       CGS
 FT0051  HISTORY     - 1982     GOOD             NGS
 FT0051  HISTORY     - 20100307 GOOD             GEOCAC
 FT0051
 FT0051                          STATION DESCRIPTION
 FT0051
 FT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0051'AT SILVER LAKE INTERMEDIATE FLD.
 FT0051'AT SILVER LAKE INTERMEDIATE FIELD, 2.55 MILE SOUTHEAST OF ROAD
 FT0051'CROSSING AT SILVER LAKE, AT THE MOST SOUTHEASTERLY OF TWO
 FT0051'DWELLINGS FOR THE EMPLOYEES OF THE CIVIL AERONAUTICS
 FT0051'ADMINISTRATION, 126.0 FEET SOUTHWEST OF CENTERLINE OF STATE
 FT0051'HIGHWAY NO. 127, 8.0 FEET NORTH OF THE EAST CORNER OF EXTENSION
 FT0051'TO BUILDING (EXTENSION USED AS CIVIL AERONAUTICS OFFICE), 10.8
 FT0051'FEET SOUTHWEST OF CENTER OF SOUTHWEST FACE OF CONCRETE FOUNDATION
 FT0051'FOR DWELLING SECTION OF THE BUILDING, 1.6 FOOT NORTHWEST OF
 FT0051'REFERENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FOOT
 FT0051'ABOVE GROUND.  AN IRON BENCH-MARK DISK, STAMPED W 752 1945.
 FT0051
 FT0051                          STATION RECOVERY (1982)
 FT0051
 FT0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0051'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FT0051'8.85 KM (5.6 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT0051'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, 0.7 KM (0.45 MI)
 FT0051'SOUTHEAST OF MILEPOST 6, 38.7 METERS (127 FT) SOUTHWEST OF THE
 FT0051'CENTERLINE OF THE HIGHWAY, 24.1 METERS (79 FT) NORTHWEST OF THE EAST
 FT0051'CORNER OF AN ABANDON CONCRETE POOL, 2.4 METERS (8.0 FT) NORTH OF THE
 FT0051'EAST CORNER OF A 15 BY 45 FOOT -FORMER BUILDING FOUNDATION- CONCRETE
 FT0051'SLAB PROJECTING 2 FEET, 3.7 METERS (12.0 FT) SOUTH OF THE EAST CORNER
 FT0051'OF A 11 BY 15 FOOT -FORMER BUILDING FOUNDATION- CONCRETE SLAB.
 FT0051'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FT0051'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 FT0051
 FT0051                          STATION RECOVERY (2010)
 FT0051
 FT0051'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 FT0051'HH2   352040.0 1160504.0
 FT0051' 
 FT0051' 
 FT0051' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0281 ***********************************************************************
 EU0281  DESIGNATION -  W 753
 EU0281  PID         -  EU0281
 EU0281  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0281  USGS QUAD   -  NEEDLES (1975)
 EU0281
 EU0281                         *CURRENT SURVEY CONTROL
 EU0281  ___________________________________________________________________
 EU0281* NAD 83(1986)-  34 46 11.     (N)    114 36 52.     (W)     SCALED    
 EU0281* NAVD 88     -       261.346  (meters)     857.43   (feet)  ADJUSTED  
 EU0281  ___________________________________________________________________
 EU0281  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 EU0281  DYNAMIC HT  -         261.079 (meters)     856.56  (feet)  COMP
 EU0281  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 EU0281
 EU0281  VERT ORDER  -  FIRST     CLASS II
 EU0281
 EU0281.This mark is at Needles Airport (EED)
 EU0281
 EU0281.The horizontal coordinates were scaled from a topographic map and have
 EU0281.an estimated accuracy of +/- 6 seconds.
 EU0281.
 EU0281.The orthometric height was determined by differential leveling and
 EU0281.adjusted in June 1991.
 EU0281
 EU0281.The geoid height was determined by GEOID09.
 EU0281
 EU0281.The dynamic height is computed by dividing the NAVD 88
 EU0281.geopotential number by the normal gravity value computed on the
 EU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0281.degrees latitude (g = 980.6199 gals.).
 EU0281
 EU0281.The modeled gravity was interpolated from observed gravity values.
 EU0281
 EU0281;                    North         East    Units  Estimated Accuracy
 EU0281;SPC CA 5     -   646,060.    2,309,840.      MT  (+/- 180 meters Scaled)
 EU0281
 EU0281                          SUPERSEDED SURVEY CONTROL
 EU0281
 EU0281  NGVD 29 (??/??/??)  260.677  (m)          855.24   (f) ADJUSTED    1 2
 EU0281
 EU0281.Superseded values are not recommended for survey control.
 EU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0281.See file dsdata.txt to determine how the superseded data were derived.
 EU0281
 EU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU183500(NAD 83)
 EU0281
 EU0281_MARKER: DB = BENCH MARK DISK
 EU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0281_STAMPING: W 753 1945
 EU0281_MARK LOGO: CGS   
 EU0281_PROJECTION: FLUSH
 EU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0281+STABILITY: SURFACE MOTION
 EU0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0281+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 EU0281
 EU0281  HISTORY     - Date     Condition        Report By
 EU0281  HISTORY     - 1945     MONUMENTED       CGS
 EU0281  HISTORY     - 1981     GOOD             NGS
 EU0281  HISTORY     - 20030728 GOOD             JOHFRA
 EU0281  HISTORY     - 20030728 GOOD             JOHFRA
 EU0281  HISTORY     - 20050801 GOOD             GEOCAC
 EU0281
 EU0281                          STATION DESCRIPTION
 EU0281
 EU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0281'AT NEEDLES MUNICIPAL AIRPORT.
 EU0281'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 1.0 MILE WEST
 EU0281'ALONG A PAVED DRIVE FROM THE JUNCTION OF U.S. HIGHWAY 95, 0.5
 EU0281'MILE NORTHEAST OF THE ADMINISTRATION BUILDING, 49.4 FEET NORTH OF
 EU0281'THE NORTHWEST CORNER OF THE CONCRETE WALL OF THE CATTLE GUARD
 EU0281'ACROSS THE ROAD, AT THE INTERSECTION OF THE DRIVE AND THE BOUNDARY
 EU0281'FENCE, 59 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 EU0281'WEST OF THE BOUNDARY FENCE, AND 2.5 FEET NORTH OF A WHITE WOODEN
 EU0281'WITNESS POST.  A STANDARD DISK, STAMPED W 753 1945 AND SET IN
 EU0281'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EU0281
 EU0281                          STATION RECOVERY (1981)
 EU0281
 EU0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0281'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 EU0281'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 1.5 KM (0.95 MI) WEST ALONG
 EU0281'NEEDLES AIRPORT ROAD, ACROSS THE ROAD FROM THE SAN BERNARDINO COUNTY
 EU0281'TRANSPORTATION MAINTAINENCE YARD, 18.0 METERS (59 FT) NORTH OF THE
 EU0281'CENTERLINE OF THE ROAD, 4.7 METERS (15.5 FT) EAST OF POWER LINE POLE
 EU0281'225 WITH A TRANSFORMER, 1.2 METERS (4 FT) SOUTHWEST OF A FENCE CORNER.
 EU0281'THIS MARK IS THE NEEDLES AIRPORT AZIMUTH MARK.
 EU0281'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EU0281'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EU0281
 EU0281                          STATION RECOVERY (2003)
 EU0281
 EU0281'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF)
 EU0281'RECOVERED IN GOOD CONDITION.
 EU0281
 EU0281                          STATION RECOVERY (2003)
 EU0281
 EU0281'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF)
 EU0281'HANDHELD GPS POSITION - N 34-46-11.0, W 114-36-52.2
 EU0281
 EU0281                          STATION RECOVERY (2005)
 EU0281
 EU0281'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EU0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0995 ***********************************************************************
 JS0995  DESIGNATION -  W 9
 JS0995  PID         -  JS0995
 JS0995  STATE/COUNTY-  CA/SACRAMENTO
 JS0995  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0995
 JS0995                         *CURRENT SURVEY CONTROL
 JS0995  ___________________________________________________________________
 JS0995* NAD 83(1986)-  38 35 21.     (N)    121 27 00.     (W)     SCALED    
 JS0995* NAVD 88     -        12.893  (meters)      42.30   (feet)  ADJUSTED  
 JS0995  ___________________________________________________________________
 JS0995  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 JS0995  DYNAMIC HT  -          12.885 (meters)      42.27  (feet)  COMP
 JS0995  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JS0995
 JS0995  VERT ORDER  -  FIRST     CLASS II
 JS0995
 JS0995.The horizontal coordinates were scaled from a topographic map and have
 JS0995.an estimated accuracy of +/- 6 seconds.
 JS0995.
 JS0995.The orthometric height was determined by differential leveling and
 JS0995.adjusted in June 1991.
 JS0995
 JS0995.The geoid height was determined by GEOID09.
 JS0995
 JS0995.The dynamic height is computed by dividing the NAVD 88
 JS0995.geopotential number by the normal gravity value computed on the
 JS0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0995.degrees latitude (g = 980.6199 gals.).
 JS0995
 JS0995.The modeled gravity was interpolated from observed gravity values.
 JS0995
 JS0995;                    North         East    Units  Estimated Accuracy
 JS0995;SPC CA 2     -   602,550.    2,047,920.      MT  (+/- 180 meters Scaled)
 JS0995
 JS0995                          SUPERSEDED SURVEY CONTROL
 JS0995
 JS0995  NGVD 29 (??/??/92)   12.120  (m)           39.76   (f) ADJ UNCH    1 2
 JS0995
 JS0995.Superseded values are not recommended for survey control.
 JS0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0995.See file dsdata.txt to determine how the superseded data were derived.
 JS0995
 JS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH349723(NAD 83)
 JS0995
 JS0995_MARKER: DB = BENCH MARK DISK
 JS0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0995_SP_SET: PIER
 JS0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0995+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 JS0995
 JS0995  HISTORY     - Date     Condition        Report By
 JS0995  HISTORY     - UNK      MONUMENTED       CGS
 JS0995  HISTORY     - 1969     GOOD             CGS
 JS0995  HISTORY     - 20040106 GOOD             CADWR
 JS0995  HISTORY     - 20040328 GOOD             CADT
 JS0995
 JS0995                          STATION DESCRIPTION
 JS0995
 JS0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0995'0.3 MI N FROM SACRAMENTO.
 JS0995'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0995'FROM ELVAS TOWER AT SACRAMENTO, IN THE TOP AND 2.0 FEET WEST OF
 JS0995'THE EAST END OF THE FIRST CONCRETE PIER NORTH OF THE SOUTH END
 JS0995'OF A STEEL TRUSS BRIDGE OVER THE AMERICAN RIVER, 8.3 FEET EAST
 JS0995'OF THE EAST RAIL OF THE EAST TRACK, 150 FEET NORTH OF MILEPOLE
 JS0995'92, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 JS0995
 JS0995                          STATION RECOVERY (2004)
 JS0995
 JS0995'RECOVERY NOTE BY CA DEPT OF WATER RES 2004
 JS0995'RECOVERED IN GOOD CONDITION.
 JS0995
 JS0995                          STATION RECOVERY (2004)
 JS0995
 JS0995'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0995'POOR HORIZON, NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC1068 ***********************************************************************
 DC1068  DESIGNATION -  X 131
 DC1068  PID         -  DC1068
 DC1068  STATE/COUNTY-  CA/SAN DIEGO
 DC1068  USGS QUAD   -  LA JOLLA (1975)
 DC1068
 DC1068                         *CURRENT SURVEY CONTROL
 DC1068  ___________________________________________________________________
 DC1068* NAD 83(1986)-  32 51 44.9    (N)    117 11 52.7    (W)     HD_HELD2  
 DC1068* NAVD 88     -        69.72   (+/-2cm)     228.7    (feet)  VERTCON   
 DC1068  ___________________________________________________________________
 DC1068  GEOID HEIGHT-         -34.73  (meters)                     GEOID09
 DC1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1068
 DC1068.The horizontal coordinates were established by autonomous hand held GPS
 DC1068.observations and have an estimated accuracy of +/- 10 meters.
 DC1068.
 DC1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1068
 DC1068.The vertical order pertains to the NGVD 29 superseded value.
 DC1068
 DC1068.The geoid height was determined by GEOID09.
 DC1068
 DC1068;                    North         East    Units  Estimated Accuracy
 DC1068;SPC CA 6     -   577,570.    1,911,274.      MT  (+/- 10 meters HH2 GPS)
 DC1068
 DC1068                          SUPERSEDED SURVEY CONTROL
 DC1068
 DC1068  NGVD 29 (??/??/??)   69.079  (m)          226.64   (f) ADJUSTED    1 2
 DC1068
 DC1068.Superseded values are not recommended for survey control.
 DC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1068.See file dsdata.txt to determine how the superseded data were derived.
 DC1068
 DC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8147736058(NAD 83)
 DC1068
 DC1068_MARKER: DB = BENCH MARK DISK
 DC1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC1068_SP_SET: BRIDGE ABUTMENT
 DC1068_STAMPING: X 131 1933
 DC1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1068
 DC1068  HISTORY     - Date     Condition        Report By
 DC1068  HISTORY     - 1933     MONUMENTED       CGS
 DC1068  HISTORY     - 1955     GOOD             CGS
 DC1068  HISTORY     - 1967     GOOD             USGS
 DC1068  HISTORY     - 20080620 GOOD             INDIV
 DC1068
 DC1068                          STATION DESCRIPTION
 DC1068
 DC1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC1068'1.7 MI SW FROM LINDA VISTA.
 DC1068'1.7 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 DC1068'RAILWAY FROM THE STATION AT LINDA VISTA, 2.3 MILES NORTHEAST
 DC1068'OF ELVIRA, AT BRIDGE B255, IN THE TOP OF THE NORTH END OF THE
 DC1068'WEST CONCRETE ABUTMENT, 9 1/2 POLES NORTHEAST OF MILEPOLE 255,
 DC1068'5.9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 1/2 FEET LOWER THAN
 DC1068'THE TRACK.
 DC1068
 DC1068                          STATION RECOVERY (1967)
 DC1068
 DC1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1068'RECOVERED IN GOOD CONDITION.
 DC1068
 DC1068                          STATION RECOVERY (2008)
 DC1068
 DC1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GAH)
 DC1068'5 MIN AVERAGE POSITION N32 51 45.0 W117 11 52.7 EST CEP LT 6 FT.
 DC1068'BEST ACCESS BY PAVED ROAD TO WITHIN 112 FEET OF MARK ACROSS ALMOST
 DC1068'LEVEL TERRAIN THROUGH GATED COMMUNITY AT CUL-DE-SAC AT SOUTH END OF
 DC1068'SHORELINE DRIVE NEAR NOBEL DRIVE.
 DC1068'POTENTIAL ACCESS THROUGH EITHER EAST OR WEST ENDS OF DEVELOPMENT,
 DC1068'PERMISSION AND KEY REQUIRED.
 DC1068'ALTERNATE ACCESS THROUGH ROSE CANYON PROBLEMATIC.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0363 ***********************************************************************
 LU0363  DESIGNATION -  X 214
 LU0363  PID         -  LU0363
 LU0363  STATE/COUNTY-  CA/TEHAMA
 LU0363  USGS QUAD   -  RED BLUFF WEST (1969)
 LU0363
 LU0363                         *CURRENT SURVEY CONTROL
 LU0363  ___________________________________________________________________
 LU0363* NAD 83(1986)-  40 09 35.     (N)    122 15 24.     (W)     SCALED    
 LU0363* NAVD 88     -        97.35   (+/-2cm)     319.4    (feet)  VERTCON   
 LU0363  ___________________________________________________________________
 LU0363  GEOID HEIGHT-         -28.70  (meters)                     GEOID09
 LU0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0363
 LU0363.The horizontal coordinates were scaled from a topographic map and have
 LU0363.an estimated accuracy of +/- 6 seconds.
 LU0363.
 LU0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0363
 LU0363.The vertical order pertains to the NGVD 29 superseded value.
 LU0363
 LU0363.The geoid height was determined by GEOID09.
 LU0363
 LU0363;                    North         East    Units  Estimated Accuracy
 LU0363;SPC CA 1     -   591,790.    1,978,130.      MT  (+/- 180 meters Scaled)
 LU0363
 LU0363                          SUPERSEDED SURVEY CONTROL
 LU0363
 LU0363  NGVD 29 (??/??/92)   96.610  (m)          316.96   (f) ADJ UNCH    1 2
 LU0363
 LU0363.Superseded values are not recommended for survey control.
 LU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0363.See file dsdata.txt to determine how the superseded data were derived.
 LU0363
 LU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK633457(NAD 83)
 LU0363
 LU0363_MARKER: DB = BENCH MARK DISK
 LU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0363_STAMPING: X 214 1935
 LU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0363+STABILITY: SURFACE MOTION
 LU0363
 LU0363  HISTORY     - Date     Condition        Report By
 LU0363  HISTORY     - 1935     MONUMENTED       CGS
 LU0363  HISTORY     - 1947     GOOD             CGS
 LU0363  HISTORY     - 1954     GOOD             CGS
 LU0363
 LU0363                          STATION DESCRIPTION
 LU0363
 LU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LU0363'2.2 MI SW FROM RED BLUFF.
 LU0363'0.25 MILE WEST ALONG OAK STREET FROM THE COURTHOUSE AT RED
 LU0363'BLUFF, TEHAMA COUNTY, THENCE 0.8 MILE SOUTH ALONG JACKSON
 LU0363'STREET, AND ITS EXTENSION, AND THENCE 1.1 MILES WEST AS THE
 LU0363'PAVED ROAD JOGS, 0.25 MILE NORTH OF THE OLD ADMINISTRATIVE
 LU0363'BUILDINGS AT BIDWELL AIRPORT, ABOUT 300 FEET SOUTH OF THE
 LU0363'POINT WHERE THE PAVED ROAD MAKES A RIGHT-ANGLE TURN, ABOUT 300
 LU0363'FEET NORTH OF THE CENTER OF A 10-FOOT DIRT CUT, 189 FEET
 LU0363'NORTH-NORTHWEST OF THE IRON FENCE-POST AT THE NORTHWEST CORNER
 LU0363'OF THE AIRPORT, 30.5 FEET WEST OF THE CENTERLINE OF THE PAVED
 LU0363'ROAD, AND 16.5 FEET SOUTH OF THE SOUTH GATEPOST AT GATEWAY TO A
 LU0363'FARM.  A STANDARD DISK, STAMPED X 214 1935 AND SET IN THE TOP OF A
 LU0363'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LU0363
 LU0363                          STATION RECOVERY (1954)
 LU0363
 LU0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 LU0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0697 ***********************************************************************
 DC0697  DESIGNATION -  X 57
 DC0697  PID         -  DC0697
 DC0697  STATE/COUNTY-  CA/SAN DIEGO
 DC0697  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0697
 DC0697                         *CURRENT SURVEY CONTROL
 DC0697  ___________________________________________________________________
 DC0697* NAD 83(1986)-  32 32 34.     (N)    117 01 37.     (W)     SCALED    
 DC0697* NAVD 88     -        33.419  (meters)     109.64   (feet)  ADJUSTED  
 DC0697  ___________________________________________________________________
 DC0697  GEOID HEIGHT-         -34.89  (meters)                     GEOID09
 DC0697  DYNAMIC HT  -          33.380 (meters)     109.51  (feet)  COMP
 DC0697  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DC0697
 DC0697  VERT ORDER  -  FIRST     CLASS II
 DC0697
 DC0697.The horizontal coordinates were scaled from a topographic map and have
 DC0697.an estimated accuracy of +/- 6 seconds.
 DC0697.
 DC0697.The orthometric height was determined by differential leveling and
 DC0697.adjusted in June 1991.
 DC0697
 DC0697.The geoid height was determined by GEOID09.
 DC0697
 DC0697.The dynamic height is computed by dividing the NAVD 88
 DC0697.geopotential number by the normal gravity value computed on the
 DC0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0697.degrees latitude (g = 980.6199 gals.).
 DC0697
 DC0697.The modeled gravity was interpolated from observed gravity values.
 DC0697
 DC0697;                    North         East    Units  Estimated Accuracy
 DC0697;SPC CA 6     -   541,980.    1,927,020.      MT  (+/- 180 meters Scaled)
 DC0697
 DC0697                          SUPERSEDED SURVEY CONTROL
 DC0697
 DC0697  NGVD 29 (??/??/??)   32.731  (m)          107.39   (f) ADJUSTED    1 2
 DC0697
 DC0697.Superseded values are not recommended for survey control.
 DC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0697.See file dsdata.txt to determine how the superseded data were derived.
 DC0697
 DC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS974006(NAD 83)
 DC0697
 DC0697_MARKER: DB = BENCH MARK DISK
 DC0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0697_SP_SET: CONCRETE POST
 DC0697_STAMPING: X 57 1926
 DC0697_MARK LOGO: CGS   
 DC0697_PROJECTION: FLUSH
 DC0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0697+STABILITY: SURFACE MOTION
 DC0697
 DC0697  HISTORY     - Date     Condition        Report By
 DC0697  HISTORY     - 1926     MONUMENTED       CGS
 DC0697  HISTORY     - 1955     GOOD             CGS
 DC0697  HISTORY     - 1970     GOOD             CA-073
 DC0697  HISTORY     - 1987     GOOD             NGS
 DC0697
 DC0697                          STATION DESCRIPTION
 DC0697
 DC0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0697'AT SAN YSIDRO.
 DC0697'AT SAN YSIDRO, ALONG THE SAN DIEGO AND ARIZONA RAILWAY, 41.4
 DC0697'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, AT
 DC0697'UNITED STATES-MEXICO BOUNDARY MONUMENT 255, 61.4 FEET SOUTH
 DC0697'OF THE SOUTH RAIL OF THE MAIN TRACK, 1.7 FEET EAST OF THE IRON
 DC0697'FENCE AROUND THE MONUMENT, 1.2 FEET NORTH OF THE BOUNDARY FENCE,
 DC0697'1.8 FEET WEST OF A WITNESS POST, HIGHER THAN THE TRACK, AND
 DC0697'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DC0697'THE GROUND.
 DC0697
 DC0697                          STATION RECOVERY (1970)
 DC0697
 DC0697'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0697'RECOVERED IN GOOD CONDITION.
 DC0697
 DC0697                          STATION RECOVERY (1987)
 DC0697
 DC0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0697'1.5 KM (0.95 MI) SOUTHEAST ALONG SAN YSIDRO BOULEVARD FROM THE
 DC0697'INTERSTATE HIGHWAY 805 OVERPASS IN SAN YSIDRO, THENCE 0.3 KM (0.20
 DC0697'MI) SOUTHEAST ALONG A GRAVEL ROAD WHICH PARALLELS THE SAN DIEGO AND
 DC0697'EASTERN RAILROAD, AT THE US-MEXICO BORBER, AT BOUNDARY MONUMENT 255,
 DC0697'18.7 M (61.4 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 3.9 M (12.8 FT)
 DC0697'WEST OF A TELEPHONE POLE, 0.4 M (1.3 FT) EAST OF THE EAST SIDE OF THE
 DC0697'12 BY 12 FT CONCRETE BASE OF THE BOUNDARY MONUMENT WHICH IS A 12 FT
 DC0697'TALL GRANITE PYRAMID, 0.4 M (1.3 FT) NORTH OF THE BOUNDARY FENCE.
 DC0697'THE MARK IS 1.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3485 ***********************************************************************
 HS3485  DESIGNATION -  X 737
 HS3485  PID         -  HS3485
 HS3485  STATE/COUNTY-  CA/ALAMEDA
 HS3485  USGS QUAD   -  ALTAMONT (1981)
 HS3485
 HS3485                         *CURRENT SURVEY CONTROL
 HS3485  ___________________________________________________________________
 HS3485* NAD 83(1986)-  37 43 19.     (N)    121 41 47.     (W)     SCALED    
 HS3485* NAVD 88     -       196.15   (+/-2cm)     643.5    (feet)  VERTCON   
 HS3485  ___________________________________________________________________
 HS3485  GEOID HEIGHT-         -31.99  (meters)                     GEOID09
 HS3485  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3485
 HS3485.The horizontal coordinates were scaled from a topographic map and have
 HS3485.an estimated accuracy of +/- 6 seconds.
 HS3485.
 HS3485.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3485
 HS3485.The vertical order pertains to the NGVD 29 superseded value.
 HS3485
 HS3485.The geoid height was determined by GEOID09.
 HS3485
 HS3485;                    North         East    Units  Estimated Accuracy
 HS3485;SPC CA 3     -   636,290.    1,894,530.      MT  (+/- 180 meters Scaled)
 HS3485
 HS3485                          SUPERSEDED SURVEY CONTROL
 HS3485
 HS3485  NGVD 29 (??/??/??)  195.338  (m)          640.87   (f) ADJUSTED    1 1
 HS3485
 HS3485.Superseded values are not recommended for survey control.
 HS3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3485.See file dsdata.txt to determine how the superseded data were derived.
 HS3485
 HS3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG148757(NAD 83)
 HS3485
 HS3485_MARKER: DB = BENCH MARK DISK
 HS3485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HS3485_SP_SET: PIER
 HS3485_STAMPING: X 737 1944
 HS3485_MARK LOGO: CGS   
 HS3485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3485
 HS3485  HISTORY     - Date     Condition        Report By
 HS3485  HISTORY     - 1944     MONUMENTED       CGS
 HS3485  HISTORY     - 1958     GOOD             CGS
 HS3485  HISTORY     - 1965     GOOD             CGS
 HS3485  HISTORY     - 1974     GOOD             NGS
 HS3485  HISTORY     - 1989     POOR             USPSQD
 HS3485
 HS3485                          STATION DESCRIPTION
 HS3485
 HS3485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS3485'2.8 MI SW FROM ALTAMONT.
 HS3485'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3485'FROM THE ABANDONED STATION AT ALTAMONT, IN R3E T2S S31, AT THE
 HS3485'OVERHEAD CROSSING OF THE WESTERN PACIFIC RAILROAD COMPANY
 HS3485'(SOUTHERN PACIFIC COMPANY BRIDGE 52.15), SET VERTICALLY IN THE
 HS3485'SOUTHEAST FACE OF THE NORTHWEST CONCRETE PIER, 7.8 FEET NORTHWEST
 HS3485'OF THE NORTHWEST RAIL, 31.2 FEET SOUTHWEST OF THE NORTHEAST END
 HS3485'OF THE PIER, 7.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HS3485'PIER, AND ABOUT 4 FEET ABOVE THE GROUND.
 HS3485
 HS3485                          STATION RECOVERY (1965)
 HS3485
 HS3485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS3485'RECOVERED IN GOOD CONDITION.
 HS3485
 HS3485                          STATION RECOVERY (1974)
 HS3485
 HS3485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3485'RECOVERED IN GOOD CONDITION.
 HS3485
 HS3485                          STATION RECOVERY (1989)
 HS3485
 HS3485'RECOVERY NOTE BY US POWER SQUADRON 1989 (LK)
 HS3485'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2253 ***********************************************************************
 GU2253  DESIGNATION -  X 738
 GU2253  PID         -  GU2253
 GU2253  STATE/COUNTY-  CA/SANTA CRUZ
 GU2253  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU2253
 GU2253                         *CURRENT SURVEY CONTROL
 GU2253  ___________________________________________________________________
 GU2253* NAD 83(1986)-  36 56 02.     (N)    121 47 07.     (W)     SCALED    
 GU2253* NAVD 88     -        42.63   (+/-2cm)     139.9    (feet)  VERTCON   
 GU2253  ___________________________________________________________________
 GU2253  GEOID HEIGHT-         -33.30  (meters)                     GEOID09
 GU2253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2253
 GU2253.This mark is at Watsonville Municipal Airport (WVI)
 GU2253
 GU2253.The horizontal coordinates were scaled from a topographic map and have
 GU2253.an estimated accuracy of +/- 6 seconds.
 GU2253.
 GU2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2253
 GU2253.The vertical order pertains to the NGVD 29 superseded value.
 GU2253
 GU2253.The geoid height was determined by GEOID09.
 GU2253
 GU2253;                    North         East    Units  Estimated Accuracy
 GU2253;SPC CA 3     -   548,940.    1,885,500.      MT  (+/- 180 meters Scaled)
 GU2253
 GU2253                          SUPERSEDED SURVEY CONTROL
 GU2253
 GU2253  NGVD 29 (??/??/92)   41.806  (m)          137.16   (f) ADJ UNCH    2 0
 GU2253
 GU2253.Superseded values are not recommended for survey control.
 GU2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2253.See file dsdata.txt to determine how the superseded data were derived.
 GU2253
 GU2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF081882(NAD 83)
 GU2253
 GU2253_MARKER: DB = BENCH MARK DISK
 GU2253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2253_SP_SET: CONCRETE FOUNDATION
 GU2253_STAMPING: X 738 1945
 GU2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2253
 GU2253  HISTORY     - Date     Condition        Report By
 GU2253  HISTORY     - 1945     MONUMENTED       CGS
 GU2253  HISTORY     - 1968     GOOD             CGS
 GU2253  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 GU2253
 GU2253                          STATION DESCRIPTION
 GU2253
 GU2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GU2253'AT WATSONVILLE MUN AIRPORT.
 GU2253'AT WATSONVILLE MUNICIPAL AIRPORT, 0.1 MILE EAST OF THE CONTROL
 GU2253'TOWER, AT THE CENTER OF THE CONCRETE FOUNDATION FOR THE FORMER
 GU2253'SLIDING NORTH DOORS OF A HANGAR (WHICH HAS BEEN REMOVED), 93.8
 GU2253'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL HANGAR,
 GU2253'42.5 FEET SOUTHEAST OF A STORM DRAIN, 0.6 FOOT NORTH OF A METAL
 GU2253'DOOR RAIL, AND FLUSH WITH THE SURROUNDING CONCRETE.
 GU2253
 GU2253                          STATION RECOVERY (1991)
 GU2253
 GU2253'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS)
 GU2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0784 ***********************************************************************
 DC0784  DESIGNATION -  X 741
 DC0784  PID         -  DC0784
 DC0784  STATE/COUNTY-  CA/SAN DIEGO
 DC0784  USGS QUAD   -  POINT LOMA (1994)
 DC0784
 DC0784                         *CURRENT SURVEY CONTROL
 DC0784  ___________________________________________________________________
 DC0784* NAD 83(1986)-  32 41 27.1    (N)    117 12 08.2    (W)     HD_HELD2  
 DC0784* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 DC0784  ___________________________________________________________________
 DC0784  GEOID HEIGHT-         -35.30  (meters)                     GEOID09
 DC0784  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0784
 DC0784.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0784
 DC0784.The horizontal coordinates were established by autonomous hand held GPS
 DC0784.observations and have an estimated accuracy of +/- 10 meters.
 DC0784.
 DC0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0784
 DC0784.The vertical order pertains to the NGVD 29 superseded value.
 DC0784
 DC0784.The geoid height was determined by GEOID09.
 DC0784
 DC0784;                    North         East    Units  Estimated Accuracy
 DC0784;SPC CA 6     -   558,543.    1,910,697.      MT  (+/- 10 meters HH2 GPS)
 DC0784
 DC0784                          SUPERSEDED SURVEY CONTROL
 DC0784
 DC0784  NGVD 29 (??/??/??)    7.194  (m)           23.60   (f) ADJUSTED    1 2
 DC0784
 DC0784.Superseded values are not recommended for survey control.
 DC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0784.See file dsdata.txt to determine how the superseded data were derived.
 DC0784
 DC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8103817034(NAD 83)
 DC0784
 DC0784_MARKER: DB = BENCH MARK DISK
 DC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0784_STAMPING: X 741 1945
 DC0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0784+STABILITY: SURFACE MOTION
 DC0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC0784+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2011
 DC0784
 DC0784  HISTORY     - Date     Condition        Report By
 DC0784  HISTORY     - 1945     MONUMENTED       CGS
 DC0784  HISTORY     - 1955     GOOD             CGS
 DC0784  HISTORY     - 1962     GOOD             CGS
 DC0784  HISTORY     - 20110613 GOOD             NGIA
 DC0784
 DC0784                          STATION DESCRIPTION
 DC0784
 DC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0784'AT SAN DIEGO NAVAL AIR STATION.
 DC0784'AT SAN DIEGO NAVAL AIR STATION, ALONG QUENTIN ROOSEVELT BOULEVARD,
 DC0784'NORTH OF AND ACROSS A PAVED ROAD FROM THE NORTHWEST CORNER
 DC0784'OF THE YARD AROUND THE 11TH NAVAL DISTRICT COMMANDANT QUARTERS,
 DC0784'AT ENTRANCE DRIVE TO OFFICERS CLUB PARKING LOT, 39.7 FEET EAST
 DC0784'OF THE CENTER LINE OF THE DRIVE, 33.7 FEET NORTH OF THE CENTER
 DC0784'LINE OF THE ROAD, 17 1/2 FEET EAST OF THE PROLONGATION OF CENTER
 DC0784'LINE OF THE BOULEVARD, 2.1 FEET NORTHEAST OF A CONCRETE CURB,
 DC0784'ABOUT 1 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF
 DC0784'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DC0784
 DC0784                          STATION RECOVERY (1962)
 DC0784
 DC0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0784'RECOVERED IN GOOD CONDITION.
 DC0784
 DC0784                          STATION RECOVERY (2011)
 DC0784
 DC0784'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2011 (BWB)
 DC0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0356 ***********************************************************************
 LU0356  DESIGNATION -  X 742 USE
 LU0356  PID         -  LU0356
 LU0356  STATE/COUNTY-  CA/TEHAMA
 LU0356  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0356
 LU0356                         *CURRENT SURVEY CONTROL
 LU0356  ___________________________________________________________________
 LU0356* NAD 83(1986)-  40 09 04.     (N)    122 14 17.     (W)     SCALED    
 LU0356* NAVD 88     -        98.98   (+/-2cm)     324.7    (feet)  VERTCON   
 LU0356  ___________________________________________________________________
 LU0356  GEOID HEIGHT-         -28.64  (meters)                     GEOID09
 LU0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0356
 LU0356.This mark is at Red Bluff Airport (RBL)
 LU0356
 LU0356.The horizontal coordinates were scaled from a topographic map and have
 LU0356.an estimated accuracy of +/- 6 seconds.
 LU0356.
 LU0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0356
 LU0356.The vertical order pertains to the NGVD 29 superseded value.
 LU0356
 LU0356.The geoid height was determined by GEOID09.
 LU0356
 LU0356;                    North         East    Units  Estimated Accuracy
 LU0356;SPC CA 1     -   590,830.    1,979,720.      MT  (+/- 180 meters Scaled)
 LU0356
 LU0356                          SUPERSEDED SURVEY CONTROL
 LU0356
 LU0356  NGVD 29 (??/??/92)   98.235  (m)          322.29   (f) ADJ UNCH    1 2
 LU0356
 LU0356.Superseded values are not recommended for survey control.
 LU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0356.See file dsdata.txt to determine how the superseded data were derived.
 LU0356
 LU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK648448(NAD 83)
 LU0356
 LU0356_MARKER: P = PIPE CAP
 LU0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0356_STAMPING: X 742
 LU0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0356
 LU0356  HISTORY     - Date     Condition        Report By
 LU0356  HISTORY     - UNK      MONUMENTED       DOD
 LU0356  HISTORY     - 1954     GOOD             CGS
 LU0356
 LU0356                          STATION DESCRIPTION
 LU0356
 LU0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0356'1.8 MI S FROM RED BLUFF.
 LU0356'AT BIDWELL AIRPORT, TEHAMA COUNTY, 0.4 MILE SOUTH ALONG A PAVED
 LU0356'ROAD FROM THE ROAD INTERSECTION AT THE NORTHEAST CORNER OF THE FIELD,
 LU0356'ABOUT 200 YARDS NORTH OF A ONE-ROOM BROWN SCHOOL BUILDING, 140
 LU0356'FEET SOUTH OF THE CENTER OF THE WEST END OF THE SOUTH CULVERT OF
 LU0356'TWO GALVANIZED-IRON PIPE CULVERTS UNDER THE ROAD, 31 FEET WEST OF
 LU0356'THE CENTERLINE OF THE ROAD, ON THE PROLONGATION OF THE CENTERLINE
 LU0356'OF THE EAST-AND-WEST RUNWAY, AND 1.5 FEET WEST OF THE AIRPORT
 LU0356'FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 LU0356'X 742 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET IN
 LU0356'CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1104 ***********************************************************************
 KS1104  DESIGNATION -  X 743 USE
 KS1104  PID         -  KS1104
 KS1104  STATE/COUNTY-  CA/BUTTE
 KS1104  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1104
 KS1104                         *CURRENT SURVEY CONTROL
 KS1104  ___________________________________________________________________
 KS1104* NAD 83(1986)-  39 47 14.     (N)    121 50 49.     (W)     SCALED    
 KS1104* NAVD 88     -        62.721  (meters)     205.78   (feet)  ADJUSTED  
 KS1104  ___________________________________________________________________
 KS1104  GEOID HEIGHT-         -27.48  (meters)                     GEOID09
 KS1104  DYNAMIC HT  -          62.689 (meters)     205.67  (feet)  COMP
 KS1104  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KS1104
 KS1104  VERT ORDER  -  FIRST     CLASS II
 KS1104
 KS1104.This mark is at Chico Municipal Airport (CIC)
 KS1104
 KS1104.The horizontal coordinates were scaled from a topographic map and have
 KS1104.an estimated accuracy of +/- 6 seconds.
 KS1104.
 KS1104.The orthometric height was determined by differential leveling and
 KS1104.adjusted in June 1991.
 KS1104
 KS1104.The geoid height was determined by GEOID09.
 KS1104
 KS1104.The dynamic height is computed by dividing the NAVD 88
 KS1104.geopotential number by the normal gravity value computed on the
 KS1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1104.degrees latitude (g = 980.6199 gals.).
 KS1104
 KS1104.The modeled gravity was interpolated from observed gravity values.
 KS1104
 KS1104;                    North         East    Units  Estimated Accuracy
 KS1104;SPC CA 2     -   735,410.    2,013,110.      MT  (+/- 180 meters Scaled)
 KS1104
 KS1104                          SUPERSEDED SURVEY CONTROL
 KS1104
 KS1104  NGVD 29 (??/??/??)   62.011  (m)          203.45   (f) ADJUSTED    1 2
 KS1104
 KS1104.Superseded values are not recommended for survey control.
 KS1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1104.See file dsdata.txt to determine how the superseded data were derived.
 KS1104
 KS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK987047(NAD 83)
 KS1104
 KS1104_MARKER: DD = SURVEY DISK
 KS1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1104_SP_SET: BUILDING
 KS1104_STAMPING: X 743
 KS1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1104
 KS1104  HISTORY     - Date     Condition        Report By
 KS1104  HISTORY     - UNK      MONUMENTED       DOD
 KS1104  HISTORY     - 1944     GOOD             CGS
 KS1104  HISTORY     - 19971011 GOOD             USPSQD
 KS1104
 KS1104                          STATION DESCRIPTION
 KS1104
 KS1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KS1104'AT CHICO MUNICIPAL AIRPORT.
 KS1104'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, ABOUT 1/4 MILE WEST OF
 KS1104'THE ELECTRIC-RAILWAY ENTRANCE TO THE FIELD, AT THE SEWAGE-DISPOSAL
 KS1104'PLANT, 28.9 FEET WEST OF PRIMARY FILTER TANK T 2013, AT THE
 KS1104'ENTRANCE TO CONTROL BUILDING T 2017, 6.9 FEET NORTHWEST OF THE
 KS1104'EAST CORNER OF THE BUILDING, 1.5 FEET NORTHWEST OF THE CENTER OF
 KS1104'THE DOORWAY, IN THE TOP OF A CONCRETE STEP, AND ABOUT 1/2 FOOT
 KS1104'HIGHER THAN THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 KS1104'DISK, STAMPED X 743.
 KS1104
 KS1104                          STATION RECOVERY (1997)
 KS1104
 KS1104'RECOVERY NOTE BY US POWER SQUADRON 1997
 KS1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0830 ***********************************************************************
 JS0830  DESIGNATION -  X 744
 JS0830  PID         -  JS0830
 JS0830  STATE/COUNTY-  CA/SACRAMENTO
 JS0830  USGS QUAD   -  CARMICHAEL (1992)
 JS0830
 JS0830                         *CURRENT SURVEY CONTROL
 JS0830  ___________________________________________________________________
 JS0830* NAD 83(1986)-  38 33 58.     (N)    121 17 21.     (W)     SCALED    
 JS0830* NAVD 88     -        29.49   (+/-2cm)      96.8    (feet)  VERTCON   
 JS0830  ___________________________________________________________________
 JS0830  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 JS0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0830
 JS0830.The horizontal coordinates were scaled from a topographic map and have
 JS0830.an estimated accuracy of +/- 6 seconds.
 JS0830.
 JS0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0830
 JS0830.The vertical order pertains to the NGVD 29 superseded value.
 JS0830
 JS0830.The geoid height was determined by GEOID09.
 JS0830
 JS0830;                    North         East    Units  Estimated Accuracy
 JS0830;SPC CA 2     -   600,090.    2,061,950.      MT  (+/- 180 meters Scaled)
 JS0830
 JS0830                          SUPERSEDED SURVEY CONTROL
 JS0830
 JS0830  NGVD 29 (??/??/92)   28.746  (m)           94.31   (f) ADJ UNCH    2 0
 JS0830
 JS0830.Superseded values are not recommended for survey control.
 JS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0830.See file dsdata.txt to determine how the superseded data were derived.
 JS0830
 JS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH490700(NAD 83)
 JS0830
 JS0830_MARKER: DD = SURVEY DISK
 JS0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0830_SP_SET: ASPHALT PARKING APRON
 JS0830_STAMPING: X 744
 JS0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0830
 JS0830  HISTORY     - Date     Condition        Report By
 JS0830  HISTORY     - UNK      MONUMENTED       DOD
 JS0830  HISTORY     - 1945     GOOD             CGS
 JS0830  HISTORY     - 1983     GOOD             DMA
 JS0830
 JS0830                          STATION DESCRIPTION
 JS0830
 JS0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0830'5.5 MI NE FROM PERKINS.
 JS0830'AT MATHER FIELD, 264.0 FEET EAST OF THE CENTER-LINE OF HOFFMAN
 JS0830'STREET AT POINT WHERE THE CENTER-LINE OF G STREET MEETS HOFFMAN
 JS0830'STREET, IN LINE WITH THE EXTENSION TO THE EAST OF THE CENTER-LINE
 JS0830'OF G STREET, 194.4 FEET EAST NORTHEAST OF THE NORTHEAST CORNER
 JS0830'OF LONG FRAME BUILDING WHICH IS LOCATED BETWEEN HOFFMAN STREET
 JS0830'AND PARKING APRON, SET IN CONCRETE POURED INTO HOLE IN ASPHALT
 JS0830'PAVING OF PARKING APRON.  A CORPS OF ENGINEERS, U.S. ARMY,
 JS0830'STANDARD DISK, STAMPED X 744.  NOTE-- TO REACH MATHER FIELD FROM
 JS0830'THE JUNCTION OF THE HIGHWAYS AT PERKINS GO NORTHEAST ALONG U.S.
 JS0830'HIGHWAY 50 5.5 MILES TO MILLS, THENCE, TURN SOUTH ALONG PAVED
 JS0830'ROAD 1.4 MILES TO THE MAIN GATE AT THE AIRFIELD.
 JS0830
 JS0830                          STATION RECOVERY (1983)
 JS0830
 JS0830'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 JS0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1559 ***********************************************************************
 HS1559  DESIGNATION -  X 745
 HS1559  PID         -  HS1559
 HS1559  STATE/COUNTY-  CA/MERCED
 HS1559  USGS QUAD   -  ATWATER (1987)
 HS1559
 HS1559                         *CURRENT SURVEY CONTROL
 HS1559  ___________________________________________________________________
 HS1559* NAD 83(1986)-  37 21 52.     (N)    120 34 00.     (W)     SCALED    
 HS1559* NAVD 88     -        53.13   (+/-2cm)     174.3    (feet)  VERTCON   
 HS1559  ___________________________________________________________________
 HS1559  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 HS1559  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1559
 HS1559.The horizontal coordinates were scaled from a topographic map and have
 HS1559.an estimated accuracy of +/- 6 seconds.
 HS1559.
 HS1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1559
 HS1559.The vertical order pertains to the NGVD 29 superseded value.
 HS1559
 HS1559.The geoid height was determined by GEOID09.
 HS1559
 HS1559;                    North         East    Units  Estimated Accuracy
 HS1559;SPC CA 3     -   595,940.    1,994,100.      MT  (+/- 180 meters Scaled)
 HS1559
 HS1559                          SUPERSEDED SURVEY CONTROL
 HS1559
 HS1559  NGVD 29 (??/??/92)   52.383  (m)          171.86   (f) ADJ UNCH    1 2
 HS1559
 HS1559.Superseded values are not recommended for survey control.
 HS1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1559.See file dsdata.txt to determine how the superseded data were derived.
 HS1559
 HS1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG154380(NAD 83)
 HS1559
 HS1559_MARKER: DB = BENCH MARK DISK
 HS1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1559_STAMPING: X 745 1945
 HS1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1559+STABILITY: SURFACE MOTION
 HS1559
 HS1559  HISTORY     - Date     Condition        Report By
 HS1559  HISTORY     - 1945     MONUMENTED       CGS
 HS1559  HISTORY     - 1958     GOOD             CGS
 HS1559
 HS1559                          STATION DESCRIPTION
 HS1559
 HS1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1559'AT CASTLE AIR FORCE BASE.
 HS1559'AT CASTLE AIR FORCE BASE, MERCED COUNTY, BENEATH THE CONTROL
 HS1559'TOWER, AND AT THE CENTER OF THE SQUARE FORMED BY THE TOWER LEGS.
 HS1559'A STANDARD DISK, STAMPED X 745 1945 AND SET IN THE TOP OF A CONCRETE
 HS1559'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GT0938 ***********************************************************************
 GT0938  DESIGNATION -  X 746
 GT0938  PID         -  GT0938
 GT0938  STATE/COUNTY-  CA/KINGS
 GT0938  USGS QUAD   -  HANFORD (1954)
 GT0938
 GT0938                         *CURRENT SURVEY CONTROL
 GT0938  ___________________________________________________________________
 GT0938* NAD 83(1986)-  36 18 57.     (N)    119 38 10.     (W)     SCALED    
 GT0938* NAVD 88     -        75.26   (+/-2cm)     246.9    (feet)  VERTCON   
 GT0938  ___________________________________________________________________
 GT0938  GEOID HEIGHT-         -32.81  (meters)                     GEOID09
 GT0938  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0938
 GT0938.The horizontal coordinates were scaled from a topographic map and have
 GT0938.an estimated accuracy of +/- 6 seconds.
 GT0938.
 GT0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0938
 GT0938.The vertical order pertains to the NGVD 29 superseded value.
 GT0938
 GT0938.The geoid height was determined by GEOID09.
 GT0938
 GT0938;                    North         East    Units  Estimated Accuracy
 GT0938;SPC CA 4     -   609,210.    1,942,880.      MT  (+/- 180 meters Scaled)
 GT0938
 GT0938                          SUPERSEDED SURVEY CONTROL
 GT0938
 GT0938  NGVD 29 (??/??/92)   74.418  (m)          244.15   (f) ADJ UNCH    1 2
 GT0938
 GT0938.Superseded values are not recommended for survey control.
 GT0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0938.See file dsdata.txt to determine how the superseded data were derived.
 GT0938
 GT0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA633222(NAD 83)
 GT0938
 GT0938_MARKER: DB = BENCH MARK DISK
 GT0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0938_STAMPING: X 746 1945
 GT0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0938+STABILITY: SURFACE MOTION
 GT0938
 GT0938  HISTORY     - Date     Condition        Report By
 GT0938  HISTORY     - 1945     MONUMENTED       CGS
 GT0938  HISTORY     - 1955     GOOD             CGS
 GT0938  HISTORY     - 1970     GOOD             NGS
 GT0938
 GT0938                          STATION DESCRIPTION
 GT0938
 GT0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GT0938'AT HANFORD.
 GT0938'AT HANFORD, 1 BLOCK SOUTH ALONG DOUTY STREET FROM THE POST OFFICE,
 GT0938'THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 198, THENCE 0.9 MILE
 GT0938'SOUTH ALONG 10TH AVENUE, AT THE KINGS COUNTY FAIRGROUNDS
 GT0938'(FORMERLY THE HANFORD AIRPORT), ABOUT 47 YARDS EAST OF THE CENTER
 GT0938'LINE OF THE AVENUE, 149.0 FEET SOUTHEAST OF THE SOUTHEAST
 GT0938'CORNER OF THE MAINTENANCE OFFICE BUILDING, 16 1/2 FEET SOUTH
 GT0938'OF THE SOUTH ONE OF A ROW OF EIGHT LARGE TREES, 9.7 FEET SOUTHEAST
 GT0938'OF THE SOUTHEAST CORNER OF AN UNDERGROUND BARBECUE PIT, 4.1
 GT0938'FEET WEST OF A 1-INCH WATER PIPE PROJECTING 2.5 FEET ABOVE THE
 GT0938'GROUND, 1.4 FEET EAST OF A WITNESS POST, FLUSH WITH THE GROUND,
 GT0938'AND SET IN THE TOP OF A CONCRETE POST.
 GT0938
 GT0938                          STATION RECOVERY (1970)
 GT0938
 GT0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU0493 ***********************************************************************
 FU0493  DESIGNATION -  X 747
 FU0493  PID         -  FU0493
 FU0493  STATE/COUNTY-  CA/KERN
 FU0493  USGS QUAD   -  MOJAVE (1992)
 FU0493
 FU0493                         *CURRENT SURVEY CONTROL
 FU0493  ___________________________________________________________________
 FU0493* NAD 83(1986)-  35 03 26.     (N)    118 09 27.     (W)     SCALED    
 FU0493* NAVD 88     -       841.868  (meters)    2762.03   (feet)  ADJUSTED  
 FU0493  ___________________________________________________________________
 FU0493  GEOID HEIGHT-         -31.53  (meters)                     GEOID09
 FU0493  DYNAMIC HT  -         840.904 (meters)    2758.87  (feet)  COMP
 FU0493  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 FU0493
 FU0493  VERT ORDER  -  FIRST     CLASS II
 FU0493
 FU0493.The horizontal coordinates were scaled from a topographic map and have
 FU0493.an estimated accuracy of +/- 6 seconds.
 FU0493.
 FU0493.The orthometric height was determined by differential leveling and
 FU0493.adjusted in June 1991.
 FU0493
 FU0493.WARNING-Repeat measurements at this control monument indicate possible
 FU0493.vertical movement.
 FU0493
 FU0493.The geoid height was determined by GEOID09.
 FU0493
 FU0493.The dynamic height is computed by dividing the NAVD 88
 FU0493.geopotential number by the normal gravity value computed on the
 FU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0493.degrees latitude (g = 980.6199 gals.).
 FU0493
 FU0493.The modeled gravity was interpolated from observed gravity values.
 FU0493
 FU0493;                    North         East    Units  Estimated Accuracy
 FU0493;SPC CA 5     -   672,750.    1,985,630.      MT  (+/- 180 meters Scaled)
 FU0493
 FU0493                          SUPERSEDED SURVEY CONTROL
 FU0493
 FU0493  NGVD 29 (??/??/92)  840.961  (m)         2759.05   (f) ADJ UNCH    1 2
 FU0493
 FU0493.Superseded values are not recommended for survey control.
 FU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0493.See file dsdata.txt to determine how the superseded data were derived.
 FU0493
 FU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944800(NAD 83)
 FU0493
 FU0493_MARKER: DB = BENCH MARK DISK
 FU0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0493_SP_SET: CONCRETE POST
 FU0493_STAMPING: X 747 1945
 FU0493_MARK LOGO: CGS   
 FU0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0493+STABILITY: SURFACE MOTION
 FU0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU0493+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 FU0493
 FU0493  HISTORY     - Date     Condition        Report By
 FU0493  HISTORY     - 1945     MONUMENTED       CGS
 FU0493  HISTORY     - 1962     GOOD             CGS
 FU0493  HISTORY     - 1982     GOOD             LOCSUR
 FU0493  HISTORY     - 19890630 GOOD             NGS
 FU0493  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0493
 FU0493                          STATION DESCRIPTION
 FU0493
 FU0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FU0493'AT MOJAVE.
 FU0493'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, AT NORTH SIDE OF
 FU0493'OPERATIONS BUILDING AND CONTROLL TOWER, 0.8 FOOT NORTH OF THE
 FU0493'CENTER OF THE NORTH SIDE OF THE BUILDING, 8 FEET EAST OF THE
 FU0493'NORTHWEST CORNER OF THE BUILDING AND IN THE TOP OF A CONCRETE
 FU0493'POST PROJECTING 0.2 FOOT ABOVE THE ASPHALT PAVING.
 FU0493
 FU0493                          STATION RECOVERY (1982)
 FU0493
 FU0493'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 FU0493'RECOVERED IN GOOD CONDITION.
 FU0493
 FU0493                          STATION RECOVERY (1989)
 FU0493
 FU0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0493'RECOVERED IN GOOD CONDITION.
 FU0493
 FU0493                          STATION RECOVERY (2004)
 FU0493
 FU0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0493'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1861 ***********************************************************************
 DX1861  DESIGNATION -  X 748
 DX1861  PID         -  DX1861
 DX1861  STATE/COUNTY-  CA/ORANGE
 DX1861  USGS QUAD   -  TUSTIN (1981)
 DX1861
 DX1861                         *CURRENT SURVEY CONTROL
 DX1861  ___________________________________________________________________
 DX1861* NAD 83(1986)-  33 42 10.     (N)    117 48 07.     (W)     SCALED    
 DX1861* NAVD 88     -        17.31   (+/-2cm)      56.8    (feet)  VERTCON   
 DX1861  ___________________________________________________________________
 DX1861  GEOID HEIGHT-         -34.63  (meters)                     GEOID09
 DX1861  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1861
 DX1861.The horizontal coordinates were scaled from a topographic map and have
 DX1861.an estimated accuracy of +/- 6 seconds.
 DX1861.
 DX1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1861
 DX1861.The vertical order pertains to the NGVD 29 superseded value.
 DX1861
 DX1861.The geoid height was determined by GEOID09.
 DX1861
 DX1861;                    North         East    Units  Estimated Accuracy
 DX1861;SPC CA 6     -   671,430.    1,856,140.      MT  (+/- 180 meters Scaled)
 DX1861
 DX1861                          SUPERSEDED SURVEY CONTROL
 DX1861
 DX1861  NGVD 29 (??/??/??)   16.604  (m)           54.48   (f) ADJUSTED    1 2
 DX1861
 DX1861.Superseded values are not recommended for survey control.
 DX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1861.See file dsdata.txt to determine how the superseded data were derived.
 DX1861
 DX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT256294(NAD 83)
 DX1861
 DX1861_MARKER: DB = BENCH MARK DISK
 DX1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1861_STAMPING: X 748 1945
 DX1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1861+STABILITY: SURFACE MOTION
 DX1861
 DX1861  HISTORY     - Date     Condition        Report By
 DX1861  HISTORY     - 1945     MONUMENTED       CGS
 DX1861  HISTORY     - 1955     GOOD             CGS
 DX1861
 DX1861                          STATION DESCRIPTION
 DX1861
 DX1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1861'AT SANTA ANA MCAF.
 DX1861'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE SOUTH ONE OF
 DX1861'THREE TRANSMITTER TOWERS, IN THE TOP OF THE WEST CORNER OF THE
 DX1861'CONCRETE FOUNDATION OF THE WEST LEG OF STEEL TOWER 24 D, ABOUT
 DX1861'68 YARDS SOUTH OF THE SOUTH CORNER OF THE TRANSMITTER BUILDING,
 DX1861'0.6 FOOT WEST OF THE WEST EDGE OF THE STEEL BASE PLATE, 1.3
 DX1861'FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0255 ***********************************************************************
 DW0255  DESIGNATION -  X 750
 DW0255  PID         -  DW0255
 DW0255  STATE/COUNTY-  CA/IMPERIAL
 DW0255  USGS QUAD   -  KANE SPRING NE (1992)
 DW0255
 DW0255                         *CURRENT SURVEY CONTROL
 DW0255  ___________________________________________________________________
 DW0255* NAD 83(1986)-  33 11 33.     (N)    115 50 06.     (W)     SCALED    
 DW0255* NAVD 88     -       -68.33   (+/-2cm)    -224.2    (feet)  VERTCON   
 DW0255  ___________________________________________________________________
 DW0255  GEOID HEIGHT-         -34.12  (meters)                     GEOID09
 DW0255  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0255
 DW0255.The horizontal coordinates were scaled from a topographic map and have
 DW0255.an estimated accuracy of +/- 6 seconds.
 DW0255.
 DW0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0255
 DW0255.The vertical order pertains to the NGVD 29 superseded value.
 DW0255
 DW0255.The geoid height was determined by GEOID09.
 DW0255
 DW0255;                    North         East    Units  Estimated Accuracy
 DW0255;SPC CA 6     -   613,840.    2,038,700.      MT  (+/- 180 meters Scaled)
 DW0255
 DW0255                          SUPERSEDED SURVEY CONTROL
 DW0255
 DW0255  NGVD 29 (??/??/??)  -68.974  (m)         -226.29   (f) ADJUSTED    1 2
 DW0255
 DW0255.Superseded values are not recommended for survey control.
 DW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0255.See file dsdata.txt to determine how the superseded data were derived.
 DW0255
 DW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS085732(NAD 83)
 DW0255
 DW0255_MARKER: DB = BENCH MARK DISK
 DW0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0255_SP_SET: CONCRETE BLOCK
 DW0255_STAMPING: X 750 1945
 DW0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0255
 DW0255  HISTORY     - Date     Condition        Report By
 DW0255  HISTORY     - 1945     MONUMENTED       CGS
 DW0255  HISTORY     - 1956     GOOD             CGS
 DW0255
 DW0255                          STATION DESCRIPTION
 DW0255
 DW0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0255'AT SALTON SEA BASE.
 DW0255'AT THE SALTON SEA BASE, IN THE TOP OF THE NORTHEAST CORNER OF
 DW0255'A 3- BY 3-FOOT SQUARE CONCRETE BLOCK FORMER BASE FOR A SEARCH
 DW0255'LIGHT, 92.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE
 DW0255'STATION BUILDING, 73 1/2 FEET NORTH OF THE CENTER LINE OF AN
 DW0255'ASPHALT ROAD, 19 1/2 FEET EAST OF A METAL FLAG POLE, AND ABOUT
 DW0255'3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0210 ***********************************************************************
 EU0210  DESIGNATION -  X 751
 EU0210  PID         -  EU0210
 EU0210  STATE/COUNTY-  CA/RIVERSIDE
 EU0210  USGS QUAD   -  RICE (1983)
 EU0210
 EU0210                         *CURRENT SURVEY CONTROL
 EU0210  ___________________________________________________________________
 EU0210* NAD 83(1986)-  34 04 24.     (N)    114 48 49.     (W)     SCALED    
 EU0210* NAVD 88     -       268.94   (+/-2cm)     882.3    (feet)  VERTCON   
 EU0210  ___________________________________________________________________
 EU0210  GEOID HEIGHT-         -31.91  (meters)                     GEOID09
 EU0210  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0210
 EU0210.The horizontal coordinates were scaled from a topographic map and have
 EU0210.an estimated accuracy of +/- 6 seconds.
 EU0210.
 EU0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0210
 EU0210.The vertical order pertains to the NGVD 29 superseded value.
 EU0210
 EU0210.The geoid height was determined by GEOID09.
 EU0210
 EU0210;                    North         East    Units  Estimated Accuracy
 EU0210;SPC CA 6     -   712,380.    2,132,590.      MT  (+/- 180 meters Scaled)
 EU0210
 EU0210                          SUPERSEDED SURVEY CONTROL
 EU0210
 EU0210  NGVD 29 (??/??/??)  268.291  (m)          880.22   (f) ADJUSTED    1 2
 EU0210
 EU0210.Superseded values are not recommended for survey control.
 EU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0210.See file dsdata.txt to determine how the superseded data were derived.
 EU0210
 EU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT017724(NAD 83)
 EU0210
 EU0210_MARKER: DB = BENCH MARK DISK
 EU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0210_STAMPING: X 751 1945
 EU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0210+STABILITY: SURFACE MOTION
 EU0210
 EU0210  HISTORY     - Date     Condition        Report By
 EU0210  HISTORY     - 1945     MONUMENTED       CGS
 EU0210  HISTORY     - 1978     MARK NOT FOUND   USGS
 EU0210
 EU0210                          STATION DESCRIPTION
 EU0210
 EU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0210'AT RICE FIELD.
 EU0210'AT RICE FIELD, RIVERSIDE COUNTY, 48.8 FEET NORTHWEST OF THE
 EU0210'NORTHWEST LEG OF THE CONTROL TOWER, 73 FEET NORTH OF THE NORTH
 EU0210'EDGE OF THE CONCRETE PARING APRON, 4 FEET SOUTHEAST OF THE
 EU0210'SOUTHWEST CORNER OF THE OPERATIONS BUILDING, 4 FEET EAST OF THE
 EU0210'EAST EDGE OF THE ASPHALT PAVEMENT IN FRONT OF THE BUILDING, AND
 EU0210'2.2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 EU0210'STAMPED X 751 1945 AND SET IN THE TOP OF A CONCRETE POST
 EU0210'PROJECTING 0.4 FOOT ABOVE GROUND.
 EU0210
 EU0210                          STATION RECOVERY (1978)
 EU0210
 EU0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EU0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0052 ***********************************************************************
 FT0052  DESIGNATION -  X 752
 FT0052  PID         -  FT0052
 FT0052  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0052  USGS QUAD   -  BAKER (1983)
 FT0052
 FT0052                         *CURRENT SURVEY CONTROL
 FT0052  ___________________________________________________________________
 FT0052* NAD 83(1992)-  35 20 39.73881(N)    116 05 07.41865(W)     ADJUSTED  
 FT0052* NAVD 88     -       280.309  (meters)     919.65   (feet)  POSTED    
 FT0052  ___________________________________________________________________
 FT0052  EPOCH DATE  -        1991.35
 FT0052  LAPLACE CORR-           3.11  (seconds)                    DEFLEC09
 FT0052  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 FT0052  DYNAMIC HT  -         280.03  (meters)     918.7   (feet)  COMP
 FT0052  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 FT0052
 FT0052  HORZ ORDER  -  SECOND
 FT0052  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FT0052
 FT0052.The horizontal coordinates were established by classical geodetic methods
 FT0052.and adjusted by the National Geodetic Survey in June 1996.
 FT0052.
 FT0052.The orthometric height was determined by differential leveling
 FT0052.and adjusted by the  in 1992.
 FT0052
 FT0052.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FT0052.rate of 0.0 thru 1.0 mm/km.
 FT0052
 FT0052.The Laplace correction was computed from DEFLEC09 derived deflections.
 FT0052
 FT0052.The geoid height was determined by GEOID09.
 FT0052
 FT0052.The dynamic height is computed by dividing the NAVD 88
 FT0052.geopotential number by the normal gravity value computed on the
 FT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0052.degrees latitude (g = 980.6199 gals.).
 FT0052
 FT0052.The modeled gravity was interpolated from observed gravity values.
 FT0052
 FT0052;                    North         East     Units Scale Factor Converg.
 FT0052;SPC CA 5     -   706,249.964 2,174,030.685   MT  0.99997563   +1 05 28.9
 FT0052;SPC CA 5     - 2,317,088.42  7,132,632.34   sFT  0.99997563   +1 05 28.9
 FT0052;UTM  11      - 3,911,617.435   583,109.312   MT  0.99968512   +0 31 44.8
 FT0052
 FT0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0052!SPC CA 5     -   0.99996079  x   0.99997563  =   0.99993643
 FT0052!UTM  11      -   0.99996079  x   0.99968512  =   0.99964593
 FT0052
 FT0052                          SUPERSEDED SURVEY CONTROL
 FT0052
 FT0052  NAD 83(1986)-  35 20 39.74242(N)    116 05 07.41427(W) AD(1984.00) 2
 FT0052  NAD 27      -  35 20 39.81900(N)    116 05 04.35400(W) AD(       ) 2
 FT0052  NGVD 29 (??/??/92)  279.638  (m)          917.45   (f) ADJ UNCH    1 2
 FT0052
 FT0052.Superseded values are not recommended for survey control.
 FT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0052.See file dsdata.txt to determine how the superseded data were derived.
 FT0052
 FT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV8310911617(NAD 83)
 FT0052
 FT0052_MARKER: DB = BENCH MARK DISK
 FT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0052_STAMPING: X 752 1945
 FT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0052+STABILITY: SURFACE MOTION
 FT0052
 FT0052  HISTORY     - Date     Condition        Report By
 FT0052  HISTORY     - 1945     MONUMENTED       CGS
 FT0052  HISTORY     - 1952     GOOD             CGS
 FT0052  HISTORY     - 1957     GOOD             CGS
 FT0052  HISTORY     - 1982     MARK NOT FOUND   NGS
 FT0052  HISTORY     - 20100307 POOR             GEOCAC
 FT0052
 FT0052                          STATION DESCRIPTION
 FT0052
 FT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0052'AT SILVER LAKE INTERMEDIATE FLD.
 FT0052'AT SILVER LAKE INTERMEDIATE FIELD, UNDERNEATH THE ROTATING BEACON
 FT0052'LIGHT TOWER WHICH IS ABOUT 260.0 FEET SOUTHWEST OF AND DIRECTLY
 FT0052'BEHIND THE CIVIL AERONAUTICS ADMINISTRATION BUILDINGS, 6.3
 FT0052'FEET NORTHWEST OF THE CONCRETE FOUNDATION FOR THE STEEL LADDER,
 FT0052'5.8 FEET EAST OF THE WEST LEG OF THE TOWER, 6.0 FEET SOUTH OF THE
 FT0052'NORTH LEG, 2.1 FEET NORTHWEST OF REFERENCE POST, SET IN THE TOP
 FT0052'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  AN
 FT0052'IRON BENCH-MARK DISK, STAMPED X 752 1945.  NOTE-- IT WAS REPORTED
 FT0052'IN SEPTEMBER 1957 THAT THE AIRPORT BEACON NO LONGER EXISTS,
 FT0052'HOWEVER, THE BEACON TOWER FOOTINGS AND LADDER FOOTINGS STILL
 FT0052'REMAIN.
 FT0052
 FT0052                          STATION RECOVERY (1952)
 FT0052
 FT0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 FT0052'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF BAKER, 100
 FT0052'YARDS WEST OF STATE HIGHWAY 127 AND IS 18 INCHES NORTH OF
 FT0052'THE CENTER OF THE AIRWAY BEACON TOWER.
 FT0052'
 FT0052'THE MARK IS A STANDARD BENCH MARK STAMPED X 752 1945 SET IN
 FT0052'TOP OF AN 8-INCH CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 FT0052'IS 18.058 FEET, 5.504 METERS SOUTHEAST OF STATION AIRPORT.
 FT0052
 FT0052                          STATION RECOVERY (1957)
 FT0052
 FT0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FT0052'RECOVERED IN GOOD CONDITION.
 FT0052
 FT0052                          STATION RECOVERY (1982)
 FT0052
 FT0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0052'A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION, THE DISK HAD BEEN
 FT0052'REMOVED.
 FT0052
 FT0052                          STATION RECOVERY (2010)
 FT0052
 FT0052'RECOVERY NOTE BY GEOCACHING 2010 (MEL)
 FT0052'HH2  352039.2 1160507.1
 FT0052'STEM FOUND, DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0283 ***********************************************************************
 EU0283  DESIGNATION -  X 753
 EU0283  PID         -  EU0283
 EU0283  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0283  USGS QUAD   -  NEEDLES (1975)
 EU0283
 EU0283                         *CURRENT SURVEY CONTROL
 EU0283  ___________________________________________________________________
 EU0283* NAD 83(1986)-  34 45 50.     (N)    114 37 13.     (W)     SCALED    
 EU0283* NAVD 88     -       279.28   (+/-2cm)     916.3    (feet)  VERTCON   
 EU0283  ___________________________________________________________________
 EU0283  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 EU0283  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0283
 EU0283.This mark is at Needles Airport (EED)
 EU0283
 EU0283.The horizontal coordinates were scaled from a topographic map and have
 EU0283.an estimated accuracy of +/- 6 seconds.
 EU0283.
 EU0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0283
 EU0283.The vertical order pertains to the NGVD 29 superseded value.
 EU0283
 EU0283.The geoid height was determined by GEOID09.
 EU0283
 EU0283;                    North         East    Units  Estimated Accuracy
 EU0283;SPC CA 5     -   645,400.    2,309,330.      MT  (+/- 180 meters Scaled)
 EU0283
 EU0283                          SUPERSEDED SURVEY CONTROL
 EU0283
 EU0283  NGVD 29 (??/??/??)  278.614  (m)          914.09   (f) ADJUSTED    1 2
 EU0283
 EU0283.Superseded values are not recommended for survey control.
 EU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0283.See file dsdata.txt to determine how the superseded data were derived.
 EU0283
 EU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU177494(NAD 83)
 EU0283
 EU0283_MARKER: DB = BENCH MARK DISK
 EU0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0283_STAMPING: X 753 1945
 EU0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0283+STABILITY: SURFACE MOTION
 EU0283
 EU0283  HISTORY     - Date     Condition        Report By
 EU0283  HISTORY     - 1945     MONUMENTED       CGS
 EU0283  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0283  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0283
 EU0283                          STATION DESCRIPTION
 EU0283
 EU0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0283'AT NEEDLES MUNICIPAL AIRPORT.
 EU0283'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, AT THE CIVIL
 EU0283'AERONAUTIC ADMINISTRATION AND WEATHER BUREAU BUILDING, 10 FEET
 EU0283'SOUTH OF THE SOUTH FACE OF THE DOOR, 6.8 FEET NORTH OF THE
 EU0283'SOUTHWEST CORNER OF THE BUILDING, AND 1.1 FEET WEST OF THE FACE
 EU0283'OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED X 753 1945
 EU0283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EU0283'GROUND.
 EU0283
 EU0283                          STATION RECOVERY (1970)
 EU0283
 EU0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0283'MARK NOT FOUND.
 EU0283
 EU0283                          STATION RECOVERY (1981)
 EU0283
 EU0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0283'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0989 ***********************************************************************
 JS0989  DESIGNATION -  X 9
 JS0989  PID         -  JS0989
 JS0989  STATE/COUNTY-  CA/SACRAMENTO
 JS0989  USGS QUAD   -  RIO LINDA (1992)
 JS0989
 JS0989                         *CURRENT SURVEY CONTROL
 JS0989  ___________________________________________________________________
 JS0989* NAD 83(1986)-  38 37 53.     (N)    121 24 46.     (W)     SCALED    
 JS0989* NAVD 88     -        16.636  (meters)      54.58   (feet)  ADJUSTED  
 JS0989  ___________________________________________________________________
 JS0989  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 JS0989  DYNAMIC HT  -          16.625 (meters)      54.54  (feet)  COMP
 JS0989  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JS0989
 JS0989  VERT ORDER  -  FIRST     CLASS II
 JS0989
 JS0989.The horizontal coordinates were scaled from a topographic map and have
 JS0989.an estimated accuracy of +/- 6 seconds.
 JS0989.
 JS0989.The orthometric height was determined by differential leveling and
 JS0989.adjusted in June 1991.
 JS0989
 JS0989.The geoid height was determined by GEOID09.
 JS0989
 JS0989.The dynamic height is computed by dividing the NAVD 88
 JS0989.geopotential number by the normal gravity value computed on the
 JS0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0989.degrees latitude (g = 980.6199 gals.).
 JS0989
 JS0989.The modeled gravity was interpolated from observed gravity values.
 JS0989
 JS0989;                    North         East    Units  Estimated Accuracy
 JS0989;SPC CA 2     -   607,260.    2,051,130.      MT  (+/- 180 meters Scaled)
 JS0989
 JS0989                          SUPERSEDED SURVEY CONTROL
 JS0989
 JS0989  NGVD 29 (??/??/92)   15.863  (m)           52.04   (f) ADJ UNCH    1 2
 JS0989
 JS0989.Superseded values are not recommended for survey control.
 JS0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0989.See file dsdata.txt to determine how the superseded data were derived.
 JS0989
 JS0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH381770(NAD 83)
 JS0989
 JS0989_MARKER: DB = BENCH MARK DISK
 JS0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0989_SP_SET: BRIDGE
 JS0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0989+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 JS0989
 JS0989  HISTORY     - Date     Condition        Report By
 JS0989  HISTORY     - UNK      MONUMENTED       CGS
 JS0989  HISTORY     - 1969     GOOD             CGS
 JS0989  HISTORY     - 20040106 POOR             CADWR
 JS0989  HISTORY     - 20040328 GOOD             CADT
 JS0989  HISTORY     - 20060313 GOOD             INDIV
 JS0989
 JS0989                          STATION DESCRIPTION
 JS0989
 JS0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JS0989'4 MI NE FROM SACRAMENTO.
 JS0989'4.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0989'FROM ELVAS TOWER AT SACRAMENTO, IN THE TOP AND 2.1 FEET NORTHEAST
 JS0989'OF THE SOUTHWEST END OF THE EAST CONCRETE WING WALL OF BRIDGE
 JS0989'95.77 OVER ARCADE CREEK, 7.4 FEET SOUTHEAST OF THE SOUTHEAST
 JS0989'RAIL OF THE SOUTHEAST TRACK, 7.5 FEET SOUTHWEST OF THE NORTHEAST
 JS0989'END OF THE WINGWALL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 JS0989
 JS0989                          STATION RECOVERY (2004)
 JS0989
 JS0989'RECOVERY NOTE BY CA DEPT OF WATER RES 2004
 JS0989'CAP IS MARED AND UNREADABLE
 JS0989
 JS0989                          STATION RECOVERY (2004)
 JS0989
 JS0989'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 JS0989'RECOVERED IN GOOD CONDITION.
 JS0989
 JS0989                          STATION RECOVERY (2006)
 JS0989
 JS0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CC)
 JS0989'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0692 ***********************************************************************
 DC0692  DESIGNATION -  XX 57
 DC0692  PID         -  DC0692
 DC0692  STATE/COUNTY-  CA/SAN DIEGO
 DC0692  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0692
 DC0692                         *CURRENT SURVEY CONTROL
 DC0692  ___________________________________________________________________
 DC0692* NAD 83(1986)-  32 33 53.     (N)    117 03 29.     (W)     SCALED    
 DC0692* NAVD 88     -        21.12   (+/-2cm)      69.3    (feet)  VERTCON   
 DC0692  ___________________________________________________________________
 DC0692  GEOID HEIGHT-         -35.01  (meters)                     GEOID09
 DC0692  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0692
 DC0692.The horizontal coordinates were scaled from a topographic map and have
 DC0692.an estimated accuracy of +/- 6 seconds.
 DC0692.
 DC0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0692
 DC0692.The vertical order pertains to the NGVD 29 superseded value.
 DC0692
 DC0692.The geoid height was determined by GEOID09.
 DC0692
 DC0692;                    North         East    Units  Estimated Accuracy
 DC0692;SPC CA 6     -   544,440.    1,924,110.      MT  (+/- 180 meters Scaled)
 DC0692
 DC0692                          SUPERSEDED SURVEY CONTROL
 DC0692
 DC0692  NGVD 29 (??/??/??)   20.456  (m)           67.11   (f) ADJUSTED    1 2
 DC0692
 DC0692.Superseded values are not recommended for survey control.
 DC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0692.See file dsdata.txt to determine how the superseded data were derived.
 DC0692
 DC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS945030(NAD 83)
 DC0692
 DC0692_MARKER: DB = BENCH MARK DISK
 DC0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0692_SP_SET: CULVERT
 DC0692_STAMPING: XX 57 1945
 DC0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0692
 DC0692  HISTORY     - Date     Condition        Report By
 DC0692  HISTORY     - 1945     MONUMENTED       CGS
 DC0692  HISTORY     - 1955     GOOD             CGS
 DC0692  HISTORY     - 1970     GOOD             CA-073
 DC0692  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0692
 DC0692                          STATION DESCRIPTION
 DC0692
 DC0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0692'2 MI SE FROM PALM CITY.
 DC0692'2.0 MILE SOUTHEAST ALONG THE SAN DIEGO AND ARIZONA EASTERN
 DC0692'RAILWAY FROM THE CROSSING OF PALM AVENUE AT PALM CITY, ABOUT
 DC0692'6 1/4 POLE (0.15 MILE) SOUTHEAST OF MILE POLE 13, NEAR WOODEN
 DC0692'RAILROAD TRESTLE 13.16, AT U.S. HIGHWAY 101 SIX - BY FOUR-FOOT
 DC0692'CONCRETE BOX CULVERT F-219+90, IN THE TOP OF THE CENTER OF THE
 DC0692'SOUTHWEST CONCRETE HEAD WALL, 64.5 FEET NORTHEAST OF THE NORTHEAST
 DC0692'RAIL (SLOPE MEASUREMENT), 14.4 FEET SOUTHWEST OF THE CENTER LINE
 DC0692'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 18 FEET
 DC0692'LOWER THAN THE TRACK.
 DC0692
 DC0692                          STATION RECOVERY (1970)
 DC0692
 DC0692'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0692'RECOVERED IN GOOD CONDITION.
 DC0692
 DC0692                          STATION RECOVERY (1987)
 DC0692
 DC0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0692'NOT RECOVERED.  BELIEVED DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2150 ***********************************************************************
 GU2150  DESIGNATION -  Y 249
 GU2150  PID         -  GU2150
 GU2150  STATE/COUNTY-  CA/SAN BENITO
 GU2150  USGS QUAD   -  CHITTENDEN (1993)
 GU2150
 GU2150                         *CURRENT SURVEY CONTROL
 GU2150  ___________________________________________________________________
 GU2150* NAD 83(1986)-  36 56 47.     (N)    121 30 29.     (W)     SCALED    
 GU2150* NAVD 88     -        44.48   (+/-2cm)     145.9    (feet)  VERTCON   
 GU2150  ___________________________________________________________________
 GU2150  GEOID HEIGHT-         -32.93  (meters)                     GEOID09
 GU2150  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2150
 GU2150.The horizontal coordinates were scaled from a topographic map and have
 GU2150.an estimated accuracy of +/- 6 seconds.
 GU2150.
 GU2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2150
 GU2150.The vertical order pertains to the NGVD 29 superseded value.
 GU2150
 GU2150.The geoid height was determined by GEOID09.
 GU2150
 GU2150;                    North         East    Units  Estimated Accuracy
 GU2150;SPC CA 4     -   681,910.    1,776,630.      MT  (+/- 180 meters Scaled)
 GU2150
 GU2150                          SUPERSEDED SURVEY CONTROL
 GU2150
 GU2150  NGVD 29 (??/??/92)   43.64   (m)          143.2    (f) COMPUTED    1 2
 GU2150
 GU2150.Superseded values are not recommended for survey control.
 GU2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2150.See file dsdata.txt to determine how the superseded data were derived.
 GU2150
 GU2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF328899(NAD 83)
 GU2150
 GU2150_MARKER: DB = BENCH MARK DISK
 GU2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2150_STAMPING: Y 249 1935
 GU2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2150+STABILITY: SURFACE MOTION
 GU2150
 GU2150  HISTORY     - Date     Condition        Report By
 GU2150  HISTORY     - 1935     MONUMENTED       CGS
 GU2150  HISTORY     - 1944     GOOD             CGS
 GU2150  HISTORY     - 1953     MARK NOT FOUND   USGS
 GU2150
 GU2150                          STATION DESCRIPTION
 GU2150
 GU2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 GU2150'5.2 MI SE FROM GILROY.
 GU2150'ALONG THE SOUTHERN PACIFIC CO. RAILROAD ABOUT 5.2 MILES SOUTHEAST
 GU2150'OF THE STATION AT GILROY, SANTA CLARA COUNTY, ABOUT 0.2 MILE
 GU2150'SOUTHEAST OF THE SANTA CLARA-SAN BENITO COUNTY LINE, ABOUT 72
 GU2150'FEET NORTHEAST OF THE CENTER LINE OF TRACK AND OPPOSITE MILEPOST
 GU2150'86, 32 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 25,
 GU2150'5 FEET NORTHWEST OF POLE 41 AND 3 FEET SOUTHEAST OF FENCE LINE.
 GU2150'A STANDARD BRASS DISK STAMPED Y 249 1935 AND SET IN THE TOP OF A
 GU2150'CONCRETE POST.
 GU2150
 GU2150                          STATION RECOVERY (1953)
 GU2150
 GU2150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GU2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0538 ***********************************************************************
 HT0538  DESIGNATION -  Y 736 C OF SF
 HT0538  PID         -  HT0538
 HT0538  STATE/COUNTY-  CA/SAN MATEO
 HT0538  USGS QUAD   -  MONTARA MOUNTAIN (1997)
 HT0538
 HT0538                         *CURRENT SURVEY CONTROL
 HT0538  ___________________________________________________________________
 HT0538* NAD 83(1986)-  37 37 20.     (N)    122 23 29.     (W)     SCALED    
 HT0538* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 HT0538  ___________________________________________________________________
 HT0538  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0538
 HT0538.This mark is at San Francisco Intl Airport (SFO)
 HT0538
 HT0538.The horizontal coordinates were scaled from a topographic map and have
 HT0538.an estimated accuracy of +/- 6 seconds.
 HT0538.
 HT0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0538
 HT0538.The vertical order pertains to the NGVD 29 superseded value.
 HT0538
 HT0538.The geoid height was determined by GEOID09.
 HT0538
 HT0538;                    North         East    Units  Estimated Accuracy
 HT0538;SPC CA 3     -   626,230.    1,833,050.      MT  (+/- 180 meters Scaled)
 HT0538
 HT0538                          SUPERSEDED SURVEY CONTROL
 HT0538
 HT0538  NGVD 29 (??/??/92)    0.896  (m)            2.94   (f) ADJ UNCH    1 2
 HT0538
 HT0538.Superseded values are not recommended for survey control.
 HT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0538.See file dsdata.txt to determine how the superseded data were derived.
 HT0538
 HT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG537640(NAD 83)
 HT0538
 HT0538_MARKER: DD = SURVEY DISK
 HT0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0538_SP_SET: BUILDING
 HT0538_STAMPING: Y 736 1944
 HT0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0538
 HT0538  HISTORY     - Date     Condition        Report By
 HT0538  HISTORY     - 1944     MONUMENTED       CA3290
 HT0538  HISTORY     - 1968     GOOD             CGS
 HT0538  HISTORY     - 1972     GOOD             NGS
 HT0538
 HT0538                          STATION DESCRIPTION
 HT0538
 HT0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HT0538'AT SAN FRANCISCO AIRPORT.
 HT0538'AN UPDATED DESCRIPTION FOLLOWS-- AT THE SAN FRANCISCO INTERNATIONAL
 HT0538'AIRPORT AT THE NORTHEAST CORNER OF A CONCRETE SHOP BUILDING OF
 HT0538'QANTAS AIRLINE, IN THE TOP OF A PROJECTION OF THE NORTHEAST
 HT0538'CORNER OF THE CONCRETE FOUNDATION, 47.0 FEET SOUTH OF THE
 HT0538'SOUTHEAST CORNER OF FIREHOUSE 1.  IT IS 1.0 FOOT NORTH OF THE
 HT0538'NORTH FACE OF THE SHOP BUILDING, AND ABOUT 1 FOOT HIGHER THAN
 HT0538'THE DRIVEWAY.
 HT0538
 HT0538                          STATION RECOVERY (1972)
 HT0538
 HT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HT0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3486 ***********************************************************************
 HS3486  DESIGNATION -  Y 737
 HS3486  PID         -  HS3486
 HS3486  STATE/COUNTY-  CA/ALAMEDA
 HS3486  USGS QUAD   -  ALTAMONT (1981)
 HS3486
 HS3486                         *CURRENT SURVEY CONTROL
 HS3486  ___________________________________________________________________
 HS3486* NAD 83(1986)-  37 42 44.     (N)    121 41 52.     (W)     SCALED    
 HS3486* NAVD 88     -       182.55   (+/-2cm)     598.9    (feet)  VERTCON   
 HS3486  ___________________________________________________________________
 HS3486  GEOID HEIGHT-         -31.99  (meters)                     GEOID09
 HS3486  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3486
 HS3486.The horizontal coordinates were scaled from a topographic map and have
 HS3486.an estimated accuracy of +/- 6 seconds.
 HS3486.
 HS3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3486
 HS3486.The vertical order pertains to the NGVD 29 superseded value.
 HS3486
 HS3486.The geoid height was determined by GEOID09.
 HS3486
 HS3486;                    North         East    Units  Estimated Accuracy
 HS3486;SPC CA 3     -   635,210.    1,894,400.      MT  (+/- 180 meters Scaled)
 HS3486
 HS3486                          SUPERSEDED SURVEY CONTROL
 HS3486
 HS3486  NGVD 29 (??/??/??)  181.742  (m)          596.27   (f) ADJUSTED    1 1
 HS3486
 HS3486.Superseded values are not recommended for survey control.
 HS3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3486.See file dsdata.txt to determine how the superseded data were derived.
 HS3486
 HS3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG147746(NAD 83)
 HS3486
 HS3486_MARKER: DB = BENCH MARK DISK
 HS3486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS3486_SP_SET: HEADWALL
 HS3486_STAMPING: Y 737 1944
 HS3486_MARK LOGO: CGS   
 HS3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3486+STABILITY: SURFACE MOTION
 HS3486
 HS3486  HISTORY     - Date     Condition        Report By
 HS3486  HISTORY     - 1944     MONUMENTED       CGS
 HS3486  HISTORY     - 1958     GOOD             CGS
 HS3486  HISTORY     - 1965     GOOD             CGS
 HS3486  HISTORY     - 1974     GOOD             NGS
 HS3486
 HS3486                          STATION DESCRIPTION
 HS3486
 HS3486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS3486'3.5 MI SW FROM ALTAMONT.
 HS3486'3.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3486'FROM THE ABANDONED STATION AT ALTAMONT, IN R2E T2S S36, 60
 HS3486'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF GREENVILLE ROAD,
 HS3486'IN THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL FOR 24-INCH IRON
 HS3486'PIPE CULVERT 51.49 UNDER THE RAILROAD, 60 FEET NORTHWEST OF THE
 HS3486'CENTER LINE OF THE ROAD, 15.3 FEET SOUTHEAST OF THE SOUTHEAST
 HS3486'RAIL, 1.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD
 HS3486'WALL, 0.7 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE HEAD
 HS3486'WALL, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 HS3486
 HS3486                          STATION RECOVERY (1965)
 HS3486
 HS3486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS3486'RECOVERED IN GOOD CONDITION.
 HS3486
 HS3486                          STATION RECOVERY (1974)
 HS3486
 HS3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2221 ***********************************************************************
 GU2221  DESIGNATION -  Y 738
 GU2221  PID         -  GU2221
 GU2221  STATE/COUNTY-  CA/MONTEREY
 GU2221  USGS QUAD   -  NATIVIDAD (1984)
 GU2221
 GU2221                         *CURRENT SURVEY CONTROL
 GU2221  ___________________________________________________________________
 GU2221* NAD 83(1986)-  36 39 52.     (N)    121 36 47.     (W)     SCALED    
 GU2221* NAVD 88     -        21.91   (+/-2cm)      71.9    (feet)  VERTCON   
 GU2221  ___________________________________________________________________
 GU2221  GEOID HEIGHT-         -33.70  (meters)                     GEOID09
 GU2221  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2221
 GU2221.This mark is at Salinas Municipal Airport (SNS)
 GU2221
 GU2221.The horizontal coordinates were scaled from a topographic map and have
 GU2221.an estimated accuracy of +/- 6 seconds.
 GU2221.
 GU2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2221
 GU2221.The vertical order pertains to the NGVD 29 superseded value.
 GU2221
 GU2221.The geoid height was determined by GEOID09.
 GU2221
 GU2221;                    North         East    Units  Estimated Accuracy
 GU2221;SPC CA 4     -   650,880.    1,766,430.      MT  (+/- 180 meters Scaled)
 GU2221
 GU2221                          SUPERSEDED SURVEY CONTROL
 GU2221
 GU2221  NGVD 29 (??/??/92)   21.059  (m)           69.09   (f) ADJ UNCH    1 2
 GU2221
 GU2221.Superseded values are not recommended for survey control.
 GU2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2221.See file dsdata.txt to determine how the superseded data were derived.
 GU2221
 GU2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF239585(NAD 83)
 GU2221
 GU2221_MARKER: DB = BENCH MARK DISK
 GU2221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU2221_SP_SET: STEP
 GU2221_STAMPING: Y 738 1945
 GU2221_MARK LOGO: CGS   
 GU2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2221+STABILITY: SURFACE MOTION
 GU2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2221+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2011
 GU2221
 GU2221  HISTORY     - Date     Condition        Report By
 GU2221  HISTORY     - 1945     MONUMENTED       CGS
 GU2221  HISTORY     - 1970     GOOD             NGS
 GU2221  HISTORY     - 1976     GOOD             NGS
 GU2221  HISTORY     - 19881209 GOOD             NGS
 GU2221  HISTORY     - 20110701 GOOD             WHPACI
 GU2221
 GU2221                          STATION DESCRIPTION
 GU2221
 GU2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GU2221'AT SALINAS MUN AIRPORT.
 GU2221'THIS MARK WAS RECOVERED IN GOOD CONDITION.  THE FORMER DESCRIPTION
 GU2221'IS OBSOLETE, A NEW DESCRIPTION FOLLOWS--AT THE SALINAS MUNICIPAL
 GU2221'AIRPORT, ON THE SOUTHEAST SIDE OF THE LARGE HANGAR SOUTHWEST OF
 GU2221'THE TERMINAL BUILDING, THIS HANGAR HAS SALINAS MUNICIPAL AIRPORT,
 GU2221'GOLD COAST AVIATION, AND AIR TRAILS PAINTED ON THE EAST WALL
 GU2221'OF THE BUILDING.  IT IS 73.6 FT. WEST OF THE EAST END OF THE
 GU2221'HANGAR, 36.2 FT. SOUTH OF THE SOUTH EDGE OF THE HANGAR, 28.2
 GU2221'FT. EAST OF THE SOUTHEAST CORNER OF SMALL METAL SAND BLASTING
 GU2221'BUILDING.  A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN
 GU2221'THE FIRST OF TWO CONCRETE STEPS REMAINING FROM THE OLD CONTROL
 GU2221'TOWER.  STAMPED Y 738 1945.
 GU2221
 GU2221                          STATION RECOVERY (1976)
 GU2221
 GU2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GU2221'RECOVERED IN GOOD CONDITION.
 GU2221
 GU2221                          STATION RECOVERY (1988)
 GU2221
 GU2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2221'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  NOTE--THE
 GU2221'CONTROL TOWER HAS BEEN REMOVED, BUT THE STEPS REMAIN.  ADD--5.5 M
 GU2221'(18.0 FT) SOUTHWEST OF A FENCE CORNER, AND 2.1 M (6.9 FT) SOUTHEAST OF
 GU2221'THE SOUTHEAST CORNER OF A SMALL TIN BUILDING.
 GU2221
 GU2221                          STATION RECOVERY (2011)
 GU2221
 GU2221'RECOVERY NOTE BY W + H PACIFIC, INCORPORATED 2011 (WHP)
 GU2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0104 ***********************************************************************
 DZ0104  DESIGNATION -  Y 739
 DZ0104  PID         -  DZ0104
 DZ0104  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0104  USGS QUAD   -  LOMPOC (1982)
 DZ0104
 DZ0104                         *CURRENT SURVEY CONTROL
 DZ0104  ___________________________________________________________________
 DZ0104* NAD 83(1986)-  34 40 40.     (N)    120 27 21.     (W)     SCALED    
 DZ0104* NAVD 88     -        58.05   (+/-2cm)     190.5    (feet)  VERTCON   
 DZ0104  ___________________________________________________________________
 DZ0104  GEOID HEIGHT-         -36.03  (meters)                     GEOID09
 DZ0104  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0104
 DZ0104.The horizontal coordinates were scaled from a topographic map and have
 DZ0104.an estimated accuracy of +/- 6 seconds.
 DZ0104.
 DZ0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0104
 DZ0104.The vertical order pertains to the NGVD 29 superseded value.
 DZ0104
 DZ0104.The geoid height was determined by GEOID09.
 DZ0104
 DZ0104;                    North         East    Units  Estimated Accuracy
 DZ0104;SPC CA 5     -   633,390.    1,774,980.      MT  (+/- 180 meters Scaled)
 DZ0104
 DZ0104                          SUPERSEDED SURVEY CONTROL
 DZ0104
 DZ0104  NGVD 29 (??/??/92)   57.280  (m)          187.93   (f) ADJ UNCH    1 2
 DZ0104
 DZ0104.Superseded values are not recommended for survey control.
 DZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0104.See file dsdata.txt to determine how the superseded data were derived.
 DZ0104
 DZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330402(NAD 83)
 DZ0104
 DZ0104_MARKER: DB = BENCH MARK DISK
 DZ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0104_STAMPING: Y 739 1945
 DZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0104+STABILITY: SURFACE MOTION
 DZ0104
 DZ0104  HISTORY     - Date     Condition        Report By
 DZ0104  HISTORY     - 1945     MONUMENTED       CGS
 DZ0104  HISTORY     - 1956     GOOD             CGS
 DZ0104
 DZ0104                          STATION DESCRIPTION
 DZ0104
 DZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0104'2.6 MI N FROM LOMPOC.
 DZ0104'2.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0104'AT LOMPOC, 81 1/2 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 DZ0104'OF LOMPOC-CASMALIA ROAD, 56.3 FEET SOUTHWEST OF THE CENTER
 DZ0104'LINE OF THE ROAD, 43.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DZ0104'HIGHWAY, 31.5 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 DZ0104'HEAD WALL OF A 18-INCH CONCRETE PIPE CULVERT, 12.9 FEET
 DZ0104'NORTHEAST OF TELEPHONE POLE S-9913-Y WITH A GUY WIRE, 1.9 FEET
 DZ0104'NORTH OF A FENCE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, AND SET
 DZ0104'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DZ0104'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0848 ***********************************************************************
 DC0848  DESIGNATION -  Y 741
 DC0848  PID         -  DC0848
 DC0848  STATE/COUNTY-  CA/SAN DIEGO
 DC0848  USGS QUAD   -  POINT LOMA (1994)
 DC0848
 DC0848                         *CURRENT SURVEY CONTROL
 DC0848  ___________________________________________________________________
 DC0848* NAD 83(1986)-  32 42 08.2    (N)    117 11 37.0    (W)     HD_HELD2  
 DC0848* NAVD 88     -        10.69   (+/-2cm)      35.1    (feet)  VERTCON   
 DC0848  ___________________________________________________________________
 DC0848  GEOID HEIGHT-         -35.22  (meters)                     GEOID09
 DC0848  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0848
 DC0848.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0848
 DC0848.The horizontal coordinates were established by autonomous hand held GPS
 DC0848.observations and have an estimated accuracy of +/- 10 meters.
 DC0848.
 DC0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0848
 DC0848.The vertical order pertains to the NGVD 29 superseded value.
 DC0848
 DC0848.The geoid height was determined by GEOID09.
 DC0848
 DC0848;                    North         East    Units  Estimated Accuracy
 DC0848;SPC CA 6     -   559,801.    1,911,521.      MT  (+/- 10 meters HH2 GPS)
 DC0848
 DC0848                          SUPERSEDED SURVEY CONTROL
 DC0848
 DC0848  NGVD 29 (??/??/??)   10.056  (m)           32.99   (f) ADJUSTED    1 2
 DC0848
 DC0848.Superseded values are not recommended for survey control.
 DC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0848.See file dsdata.txt to determine how the superseded data were derived.
 DC0848
 DC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8185318298(NAD 83)
 DC0848
 DC0848_MARKER: DB = BENCH MARK DISK
 DC0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0848_SP_SET: CONCRETE ELECTRICAL BASE
 DC0848_STAMPING: Y 741 1945
 DC0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0848
 DC0848  HISTORY     - Date     Condition        Report By
 DC0848  HISTORY     - 1945     MONUMENTED       CGS
 DC0848  HISTORY     - 1955     GOOD             CGS
 DC0848  HISTORY     - 1962     GOOD             CGS
 DC0848
 DC0848                          STATION DESCRIPTION
 DC0848
 DC0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0848'AT SAN DIEGO NAVAL AIR STATION.
 DC0848'AT SAN DIEGO NAVAL AIR STATION, ALONG MC CAIN BOULEVARD, ABOUT 300
 DC0848'FEET SOUTHEAST OF THE NAVAL AIR STATION MONUMENT, AT THE EAST CORNER
 DC0848'OF BUILDING 505 (BOOSTER PUMP HOUSE), IN THE NORTH CORNER OF A
 DC0848'CONCRETE ELECTRICAL BASE, 0.6 FOOT NORTHEAST OF THE NORTH CORNER
 DC0848'OF THE BUILDING, AND ABOUT 1 1/2 FEET HIGHER THAN THE CONCRETE
 DC0848'WALK.
 DC0848
 DC0848                          STATION RECOVERY (1962)
 DC0848
 DC0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0360 ***********************************************************************
 LU0360  DESIGNATION -  Y 742 USE
 LU0360  PID         -  LU0360
 LU0360  STATE/COUNTY-  CA/TEHAMA
 LU0360  USGS QUAD   -  RED BLUFF WEST (1969)
 LU0360
 LU0360                         *CURRENT SURVEY CONTROL
 LU0360  ___________________________________________________________________
 LU0360* NAD 83(1986)-  40 09 33.     (N)    122 15 17.     (W)     SCALED    
 LU0360* NAVD 88     -       104.81   (+/-2cm)     343.9    (feet)  VERTCON   
 LU0360  ___________________________________________________________________
 LU0360  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LU0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0360
 LU0360.This mark is at Red Bluff Airport (RBL)
 LU0360
 LU0360.The horizontal coordinates were scaled from a topographic map and have
 LU0360.an estimated accuracy of +/- 6 seconds.
 LU0360.
 LU0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0360
 LU0360.The vertical order pertains to the NGVD 29 superseded value.
 LU0360
 LU0360.The geoid height was determined by GEOID09.
 LU0360
 LU0360;                    North         East    Units  Estimated Accuracy
 LU0360;SPC CA 1     -   591,730.    1,978,300.      MT  (+/- 180 meters Scaled)
 LU0360
 LU0360                          SUPERSEDED SURVEY CONTROL
 LU0360
 LU0360  NGVD 29 (??/??/92)  104.064  (m)          341.42   (f) ADJ UNCH    1 2
 LU0360
 LU0360.Superseded values are not recommended for survey control.
 LU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0360.See file dsdata.txt to determine how the superseded data were derived.
 LU0360
 LU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK634456(NAD 83)
 LU0360
 LU0360_MARKER: P = PIPE CAP
 LU0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0360_STAMPING: Y 742
 LU0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0360
 LU0360  HISTORY     - Date     Condition        Report By
 LU0360  HISTORY     - UNK      MONUMENTED       DOD
 LU0360  HISTORY     - 1954     GOOD             CGS
 LU0360
 LU0360                          STATION DESCRIPTION
 LU0360
 LU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0360'AT BIDWELL AIRPORT.
 LU0360'AT BIDWELL AIRPORT, TEHAMA COUNTY, 0.35 MILE NORTHWEST ACROSS THE
 LU0360'FIELD FROM THE ADMINISTRATION BUILDING, 52.5 FEET NORTH OF THE
 LU0360'NORTH END OF THE NORTH-AND-SOUTH RUNWAY, IN LINE WITH THE
 LU0360'PROLONGATION TO THE NORTH OF THE CENTERLINE OF THE RUNWAY, AND
 LU0360'0.7 FOOT NORTH OF THE BOUNDARY FENCE.  A CORPS OF ENGINEERS, U.S.
 LU0360'ARMY, STANDARD CAP, STAMPED Y 742 AND FASTENED ON THE TOP OF A
 LU0360'3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.6 FOOT ABOVE
 LU0360'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KS1096 ***********************************************************************
 KS1096  DESIGNATION -  Y 743
 KS1096  PID         -  KS1096
 KS1096  STATE/COUNTY-  CA/BUTTE
 KS1096  USGS QUAD   -  CHICO (1978)
 KS1096
 KS1096                         *CURRENT SURVEY CONTROL
 KS1096  ___________________________________________________________________
 KS1096* NAD 83(1986)-  39 44 12.     (N)    121 50 43.     (W)     SCALED    
 KS1096* NAVD 88     -        60.299  (meters)     197.83   (feet)  ADJUSTED  
 KS1096  ___________________________________________________________________
 KS1096  GEOID HEIGHT-         -27.55  (meters)                     GEOID09
 KS1096  DYNAMIC HT  -          60.269 (meters)     197.73  (feet)  COMP
 KS1096  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KS1096
 KS1096  VERT ORDER  -  FIRST     CLASS II
 KS1096
 KS1096.The horizontal coordinates were scaled from a topographic map and have
 KS1096.an estimated accuracy of +/- 6 seconds.
 KS1096.
 KS1096.The orthometric height was determined by differential leveling and
 KS1096.adjusted in June 1991.
 KS1096
 KS1096.The geoid height was determined by GEOID09.
 KS1096
 KS1096.The dynamic height is computed by dividing the NAVD 88
 KS1096.geopotential number by the normal gravity value computed on the
 KS1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1096.degrees latitude (g = 980.6199 gals.).
 KS1096
 KS1096.The modeled gravity was interpolated from observed gravity values.
 KS1096
 KS1096;                    North         East    Units  Estimated Accuracy
 KS1096;SPC CA 2     -   729,800.    2,013,260.      MT  (+/- 180 meters Scaled)
 KS1096
 KS1096                          SUPERSEDED SURVEY CONTROL
 KS1096
 KS1096  NGVD 29 (??/??/??)   59.590  (m)          195.50   (f) ADJUSTED    1 2
 KS1096
 KS1096.Superseded values are not recommended for survey control.
 KS1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1096.See file dsdata.txt to determine how the superseded data were derived.
 KS1096
 KS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ989991(NAD 83)
 KS1096
 KS1096_MARKER: DB = BENCH MARK DISK
 KS1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1096_SP_SET: BUILDING
 KS1096_STAMPING: Y 743 1945
 KS1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1096
 KS1096  HISTORY     - Date     Condition        Report By
 KS1096  HISTORY     - 1945     MONUMENTED       CGS
 KS1096  HISTORY     - 1948     GOOD             CGS
 KS1096  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KS1096  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1096
 KS1096                          STATION DESCRIPTION
 KS1096
 KS1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KS1096'AT CHICO.
 KS1096'AT CHICO, BUTTE COUNTY, ON ESPLANADE BOULEVARD (U.S. HIGHWAY 99 E)
 KS1096'BETWEEN SACRAMENTO AND LINCOLN STREET, AT THE HIGH SCHOOL, 64
 KS1096'FEET NORTHWEST OF THE NORTHEAST (MAIN) ENTRANCE, AT THE STEPS
 KS1096'LEADING TO THE BASEMENT, IN THE TOP OF THE NORTHWEST END OF THE
 KS1096'RETAINING WALL, 0.3 FOOT NORTHWEST OF THE NORTHWEST IRON POST AT
 KS1096'THE CORNER OF THE RAILING ALONG THE WALL, 4.6 FEET NORTHEAST OF
 KS1096'THE NORTHEAST FACE OF THE BUILDING AND LEVEL WITH THE SIDEWALK.
 KS1096'A STANDARD DISK, STAMPED Y 743 1945.
 KS1096
 KS1096                          STATION RECOVERY (1986)
 KS1096
 KS1096'RECOVERY NOTE BY US POWER SQUADRON 1986 (JAM)
 KS1096'MARK NOT FOUND.
 KS1096
 KS1096                          STATION RECOVERY (1988)
 KS1096
 KS1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1096'THERE IS A NEW SCHOOL BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS1554 ***********************************************************************
 HS1554  DESIGNATION -  Y 745
 HS1554  PID         -  HS1554
 HS1554  STATE/COUNTY-  CA/MERCED
 HS1554  USGS QUAD   -  ATWATER (1987)
 HS1554
 HS1554                         *CURRENT SURVEY CONTROL
 HS1554  ___________________________________________________________________
 HS1554* NAD 83(1986)-  37 20 23.     (N)    120 35 36.     (W)     SCALED    
 HS1554* NAVD 88     -        47.41   (+/-2cm)     155.5    (feet)  VERTCON   
 HS1554  ___________________________________________________________________
 HS1554  GEOID HEIGHT-         -31.91  (meters)                     GEOID09
 HS1554  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1554
 HS1554.The horizontal coordinates were scaled from a topographic map and have
 HS1554.an estimated accuracy of +/- 6 seconds.
 HS1554.
 HS1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1554
 HS1554.The vertical order pertains to the NGVD 29 superseded value.
 HS1554
 HS1554.The geoid height was determined by GEOID09.
 HS1554
 HS1554;                    North         East    Units  Estimated Accuracy
 HS1554;SPC CA 3     -   593,200.    1,991,730.      MT  (+/- 180 meters Scaled)
 HS1554
 HS1554                          SUPERSEDED SURVEY CONTROL
 HS1554
 HS1554  NGVD 29 (??/??/92)   46.654  (m)          153.06   (f) ADJ UNCH    1 2
 HS1554
 HS1554.Superseded values are not recommended for survey control.
 HS1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1554.See file dsdata.txt to determine how the superseded data were derived.
 HS1554
 HS1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG131352(NAD 83)
 HS1554
 HS1554_MARKER: DB = BENCH MARK DISK
 HS1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1554_STAMPING: Y 745 1945
 HS1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1554+STABILITY: SURFACE MOTION
 HS1554
 HS1554  HISTORY     - Date     Condition        Report By
 HS1554  HISTORY     - 1945     MONUMENTED       CGS
 HS1554  HISTORY     - 1958     GOOD             CGS
 HS1554  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 HS1554  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS1554
 HS1554                          STATION DESCRIPTION
 HS1554
 HS1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS1554'1 MI SE FROM ATWATER.
 HS1554'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1554'FROM THE STATION AT ATWATER, IN R13E T7S S7, ABOUT 22 1/3
 HS1554'RAILS SOUTHEAST OF THE CROSSING OF GIANNINI ROAD (ROUTE 36), 12
 HS1554'RAILS SOUTHEAST OF MILEPOLE 144, 8 RAILS SOUTHEAST OF A U.S.
 HS1554'HIGHWAY 99 OVERPASS, 6 RAILS NORTHWEST OF A BRICK WALLED IRRIGATION
 HS1554'SIPHON WELL ON EACH SIDE OF THE TRACK, 31.4 FEET NORTHEAST OF
 HS1554'THE NORTHEAST RAIL, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 HS1554'ATWATER BOULEVARD (FORMERLY U.S. HIGHWAY 99), 27 FEET SOUTH OF A
 HS1554'TELEPHONE POLE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 1/2
 HS1554'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HS1554'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HS1554
 HS1554                          STATION RECOVERY (1979)
 HS1554
 HS1554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HS1554'MARK NOT FOUND.
 HS1554
 HS1554                          STATION RECOVERY (1987)
 HS1554
 HS1554'RECOVERY NOTE BY US POWER SQUADRON 1987 (ABC)
 HS1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0189 ***********************************************************************
 EV0189  DESIGNATION -  Y 747
 EV0189  PID         -  EV0189
 EV0189  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0189  USGS QUAD   -  VICTORVILLE (1993)
 EV0189
 EV0189                         *CURRENT SURVEY CONTROL
 EV0189  ___________________________________________________________________
 EV0189* NAD 83(1986)-  34 34 20.     (N)    117 21 54.     (W)     SCALED    
 EV0189* NAVD 88     -       886.38   (+/-2cm)    2908.1    (feet)  VERTCON   
 EV0189  ___________________________________________________________________
 EV0189  GEOID HEIGHT-         -31.94  (meters)                     GEOID09
 EV0189  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0189
 EV0189.The horizontal coordinates were scaled from a topographic map and have
 EV0189.an estimated accuracy of +/- 6 seconds.
 EV0189.
 EV0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0189
 EV0189.The vertical order pertains to the NGVD 29 superseded value.
 EV0189
 EV0189.The geoid height was determined by GEOID09.
 EV0189
 EV0189;                    North         East    Units  Estimated Accuracy
 EV0189;SPC CA 5     -   619,120.    2,058,260.      MT  (+/- 180 meters Scaled)
 EV0189
 EV0189                          SUPERSEDED SURVEY CONTROL
 EV0189
 EV0189  NGVD 29 (??/??/92)  885.540  (m)         2905.31   (f) ADJ UNCH    1 2
 EV0189
 EV0189.Superseded values are not recommended for survey control.
 EV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0189.See file dsdata.txt to determine how the superseded data were derived.
 EV0189
 EV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU665256(NAD 83)
 EV0189
 EV0189_MARKER: DB = BENCH MARK DISK
 EV0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0189_STAMPING: Y 747 1945
 EV0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0189+STABILITY: SURFACE MOTION
 EV0189
 EV0189  HISTORY     - Date     Condition        Report By
 EV0189  HISTORY     - 1945     MONUMENTED       CGS
 EV0189  HISTORY     - 1961     GOOD             CGS
 EV0189
 EV0189                          STATION DESCRIPTION
 EV0189
 EV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EV0189'5.4 MI NW FROM VICTORVILLE.
 EV0189'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM THE ATCHISON,
 EV0189'TOPEKA AND SANTA FE RAILWAY STATION AT VICTORVILLE, THENCE
 EV0189'2.8 MILES WEST ALONG OLD ADELANTO ROAD, 0.3 MILE EAST OF THE
 EV0189'MAIN GATE TO GEORGE AIR FORCE BASE, AT THE T JUNCTION OF NEVADA
 EV0189'AVENUE LEADING NORTH, 104.5 FEET NORTHWEST OF THE NORTHWEST
 EV0189'CORNER OF A CONCRETE BLOCK HOUSE, 102 FEET SOUTHWEST OF THE CENTER
 EV0189'OF THE T JUNCTION, 40.2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EV0189'2 FEET WEST OF POWER LINE POLE 26012, 1.2 FEET EAST OF A WITNESS
 EV0189'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 EV0189'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1891 ***********************************************************************
 DX1891  DESIGNATION -  Y 748
 DX1891  PID         -  DX1891
 DX1891  STATE/COUNTY-  CA/ORANGE
 DX1891  USGS QUAD   -  TUSTIN (1981)
 DX1891
 DX1891                         *CURRENT SURVEY CONTROL
 DX1891  ___________________________________________________________________
 DX1891* NAD 83(1986)-  33 43 00.     (N)    117 49 55.     (W)     SCALED    
 DX1891* NAVD 88     -        22.63   (+/-2cm)      74.2    (feet)  VERTCON   
 DX1891  ___________________________________________________________________
 DX1891  GEOID HEIGHT-         -34.79  (meters)                     GEOID09
 DX1891  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1891
 DX1891.The horizontal coordinates were scaled from a topographic map and have
 DX1891.an estimated accuracy of +/- 6 seconds.
 DX1891.
 DX1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1891
 DX1891.The vertical order pertains to the NGVD 29 superseded value.
 DX1891
 DX1891.The geoid height was determined by GEOID09.
 DX1891
 DX1891;                    North         East    Units  Estimated Accuracy
 DX1891;SPC CA 6     -   673,010.    1,853,380.      MT  (+/- 180 meters Scaled)
 DX1891
 DX1891                          SUPERSEDED SURVEY CONTROL
 DX1891
 DX1891  NGVD 29 (??/??/??)   21.924  (m)           71.93   (f) ADJUSTED    1 2
 DX1891
 DX1891.Superseded values are not recommended for survey control.
 DX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1891.See file dsdata.txt to determine how the superseded data were derived.
 DX1891
 DX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT229310(NAD 83)
 DX1891
 DX1891_MARKER: DB = BENCH MARK DISK
 DX1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1891_STAMPING: Y 748 1945
 DX1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1891+STABILITY: SURFACE MOTION
 DX1891
 DX1891  HISTORY     - Date     Condition        Report By
 DX1891  HISTORY     - 1945     MONUMENTED       CGS
 DX1891  HISTORY     - 1955     GOOD             CGS
 DX1891  HISTORY     - 1958     GOOD             CGS
 DX1891  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1891
 DX1891                          STATION DESCRIPTION
 DX1891
 DX1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1891'AT SANTA ANA MCAF.
 DX1891'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE MAIN GATE, 8
 DX1891'FEET NORTHEAST OF THE NORTHEAST STEEL GATEPOST, 1.0 FOOT NORTHWEST
 DX1891'OF A WOVEN WIRE FENCE, AT THE NORTHEAST EDGE OF A SIDEWALK
 DX1891'NORTHEAST OF A GUARDHOUSE, ABOUT LEVEL WITH THE STREET, AND
 DX1891'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT HIGHER
 DX1891'THAN THE SIDEWALK.
 DX1891
 DX1891                          STATION RECOVERY (1958)
 DX1891
 DX1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1891'RECOVERED IN GOOD CONDITION.
 DX1891
 DX1891                          STATION RECOVERY (1996)
 DX1891
 DX1891'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0249 ***********************************************************************
 DW0249  DESIGNATION -  Y 750
 DW0249  PID         -  DW0249
 DW0249  STATE/COUNTY-  CA/IMPERIAL
 DW0249  USGS QUAD   -  KANE SPRING NE (1992)
 DW0249
 DW0249                         *CURRENT SURVEY CONTROL
 DW0249  ___________________________________________________________________
 DW0249* NAD 83(1986)-  33 11 05.     (N)    115 50 54.     (W)     SCALED    
 DW0249* NAVD 88     -       -46.90   (+/-2cm)    -153.9    (feet)  VERTCON   
 DW0249  ___________________________________________________________________
 DW0249  GEOID HEIGHT-         -34.12  (meters)                     GEOID09
 DW0249  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0249
 DW0249.The horizontal coordinates were scaled from a topographic map and have
 DW0249.an estimated accuracy of +/- 6 seconds.
 DW0249.
 DW0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0249
 DW0249.The vertical order pertains to the NGVD 29 superseded value.
 DW0249
 DW0249.The geoid height was determined by GEOID09.
 DW0249
 DW0249;                    North         East    Units  Estimated Accuracy
 DW0249;SPC CA 6     -   612,980.    2,037,460.      MT  (+/- 180 meters Scaled)
 DW0249
 DW0249                          SUPERSEDED SURVEY CONTROL
 DW0249
 DW0249  NGVD 29 (??/??/??)  -47.549  (m)         -156.00   (f) ADJUSTED    1 2
 DW0249
 DW0249.Superseded values are not recommended for survey control.
 DW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0249.See file dsdata.txt to determine how the superseded data were derived.
 DW0249
 DW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS073723(NAD 83)
 DW0249
 DW0249_MARKER: DB = BENCH MARK DISK
 DW0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0249_STAMPING: Y 750 1945
 DW0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0249+STABILITY: SURFACE MOTION
 DW0249
 DW0249  HISTORY     - Date     Condition        Report By
 DW0249  HISTORY     - 1945     MONUMENTED       CGS
 DW0249  HISTORY     - 1956     GOOD             CGS
 DW0249
 DW0249                          STATION DESCRIPTION
 DW0249
 DW0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0249'0.6 MI SW FROM SALTON SEA BASE.
 DW0249'0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE MAIN ENTRANCE
 DW0249'TO THE SALTON SEA BASE, 129 FEET EAST OF AND ACROSS THE ROAD
 DW0249'FROM POWER LINE POLE 1215N, 63 FEET SOUTHEAST OF THE CENTER LINE
 DW0249'OF THE ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 DW0249'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DW0249'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0209 ***********************************************************************
 EU0209  DESIGNATION -  Y 751
 EU0209  PID         -  EU0209
 EU0209  STATE/COUNTY-  CA/RIVERSIDE
 EU0209  USGS QUAD   -  RICE (1983)
 EU0209
 EU0209                         *CURRENT SURVEY CONTROL
 EU0209  ___________________________________________________________________
 EU0209* NAD 83(1986)-  34 04 37.     (N)    114 48 50.     (W)     SCALED    
 EU0209* NAVD 88     -       275.68   (+/-2cm)     904.5    (feet)  VERTCON   
 EU0209  ___________________________________________________________________
 EU0209  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 EU0209  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0209
 EU0209.The horizontal coordinates were scaled from a topographic map and have
 EU0209.an estimated accuracy of +/- 6 seconds.
 EU0209.
 EU0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0209
 EU0209.The vertical order pertains to the NGVD 29 superseded value.
 EU0209
 EU0209.The geoid height was determined by GEOID09.
 EU0209
 EU0209;                    North         East    Units  Estimated Accuracy
 EU0209;SPC CA 6     -   712,780.    2,132,560.      MT  (+/- 180 meters Scaled)
 EU0209
 EU0209                          SUPERSEDED SURVEY CONTROL
 EU0209
 EU0209  NGVD 29 (??/??/??)  275.031  (m)          902.33   (f) ADJUSTED    1 2
 EU0209
 EU0209.Superseded values are not recommended for survey control.
 EU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0209.See file dsdata.txt to determine how the superseded data were derived.
 EU0209
 EU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT017728(NAD 83)
 EU0209
 EU0209_MARKER: DB = BENCH MARK DISK
 EU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0209_STAMPING: Y 751 1945
 EU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0209+STABILITY: SURFACE MOTION
 EU0209
 EU0209  HISTORY     - Date     Condition        Report By
 EU0209  HISTORY     - 1945     MONUMENTED       CGS
 EU0209  HISTORY     - 20080222 MARK NOT FOUND   GEOCAC
 EU0209
 EU0209                          STATION DESCRIPTION
 EU0209
 EU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0209'AT RICE FIELD.
 EU0209'AT RICE FIELD, RIVERSIDE COUNTY, AT THE JUNCTION OF THE
 EU0209'NORTH-AND-SOUTH ROAD FROM THE MAIN ENTRANCE TO THE CONTROL TOWER
 EU0209'AND A PAVED ROAD LEADING NORTHWEST, 42 FEET WEST OF THE
 EU0209'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 29 FEET SOUTHWEST OF THE
 EU0209'CENTERLINE OF THE SIDE ROAD, 11.8 FEET NORTHEAST OF THE NORTHEAST
 EU0209'CORNER OF THE CONCRETE-FLOORED GENERATOR HOUSE, 9 FEET NORTH
 EU0209'OF THE NORTH EDGE OF THE CONCRETE APRON IN FRONT OF THE GENERATOR
 EU0209'HOUSE, IN A CACTUS GARDEN, 2 FEET WEST OF A 4- BY 4-INCH CONCRETE
 EU0209'POST, AND 2 FEET EAST OF A YELLOW-PAINTED WITNESS POST.  A
 EU0209'STANDARD DISK, STAMPED Y 751 1945 AND SET IN THE TOP OF A
 EU0209'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 EU0209
 EU0209                          STATION RECOVERY (2008)
 EU0209
 EU0209'RECOVERY NOTE BY GEOCACHING 2008 (DMS)
 EU0209'DISCRIPTION IS PERFECT EXCEPT FOR THE FOLLOWING, RICE AIRBASE HAS BEEN
 EU0209'ABANDONED SINCE THE LATE 1950'S, THE CONTROL TOWER IS NO LONGER THERE.
 EU0209' 
 EU0209'THE GENERATOR HOUSE STRUCTURE IS NO LONGER THERE BUT THE CONCRETE
 EU0209'FLOOR USED IN THE DISCRIPTION IS THERE AND IN GOOD CONDITION. I
 EU0209'LOCATED THE WITNESS POSTS BUT WAS BEEN BROKEN OFF AT GROUND LEVEL A
 EU0209'LITTLE DIGGING REVEALED THE POSTS.
 EU0209'THE CONCRETE POST THAT THE DISK WAS ON WAS CRACKED, A VISUAL SEARCH OF
 EU0209'THE IMMEDIATE AREA WAS UNABLE TO FIND DISK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0053 ***********************************************************************
 FT0053  DESIGNATION -  Y 752
 FT0053  PID         -  FT0053
 FT0053  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0053  USGS QUAD   -  BAKER (1983)
 FT0053
 FT0053                         *CURRENT SURVEY CONTROL
 FT0053  ___________________________________________________________________
 FT0053* NAD 83(1986)-  35 20 21.     (N)    116 05 57.     (W)     SCALED    
 FT0053* NAVD 88     -       277.100  (meters)     909.12   (feet)  ADJUSTED  
 FT0053  ___________________________________________________________________
 FT0053  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 FT0053  DYNAMIC HT  -         276.822 (meters)     908.21  (feet)  COMP
 FT0053  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 FT0053
 FT0053  VERT ORDER  -  FIRST     CLASS II
 FT0053
 FT0053.The horizontal coordinates were scaled from a topographic map and have
 FT0053.an estimated accuracy of +/- 6 seconds.
 FT0053.
 FT0053.The orthometric height was determined by differential leveling and
 FT0053.adjusted in June 1991.
 FT0053
 FT0053.The geoid height was determined by GEOID09.
 FT0053
 FT0053.The dynamic height is computed by dividing the NAVD 88
 FT0053.geopotential number by the normal gravity value computed on the
 FT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0053.degrees latitude (g = 980.6199 gals.).
 FT0053
 FT0053.The modeled gravity was interpolated from observed gravity values.
 FT0053
 FT0053;                    North         East    Units  Estimated Accuracy
 FT0053;SPC CA 5     -   705,650.    2,172,790.      MT  (+/- 180 meters Scaled)
 FT0053
 FT0053                          SUPERSEDED SURVEY CONTROL
 FT0053
 FT0053  NGVD 29 (05/01/91)  276.432  (m)          906.93   (f) ADJUSTED    1 2
 FT0053
 FT0053.Superseded values are not recommended for survey control.
 FT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0053.See file dsdata.txt to determine how the superseded data were derived.
 FT0053
 FT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV818110(NAD 83)
 FT0053
 FT0053_MARKER: DB = BENCH MARK DISK
 FT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0053_STAMPING: Y 752 1945
 FT0053_MARK LOGO: CGS   
 FT0053_PROJECTION: PROJECTING 15 CENTIMETERS
 FT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0053+STABILITY: SURFACE MOTION
 FT0053
 FT0053  HISTORY     - Date     Condition        Report By
 FT0053  HISTORY     - 1945     MONUMENTED       CGS
 FT0053  HISTORY     - 1952     GOOD             CGS
 FT0053  HISTORY     - 1982     GOOD             NGS
 FT0053
 FT0053                          STATION DESCRIPTION
 FT0053
 FT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0053'AT SILVER LAKE INTERMEDIATE FLD.
 FT0053'AT SILVER LAKE INTERMEDIATE FIELD, 0.85 MILE SOUTHWEST ACROSS
 FT0053'THE LAKE BED FROM THE ROTATING BEACON LIGHT TOWER, BETWEEN THE
 FT0053'MAIN HANGAR AND THE OFFICE BUILDING OF THE UNITED FLYING SCHOOLS
 FT0053'OF AMERICA, 3.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE
 FT0053'BUILDING, 1.0 FOOT NORTH OF THE NORTHEAST CORNER OF THE HANGAR
 FT0053'(THE HANGAR HAS A CONCRETE FLOOR AND A CONCRETE APRON), SET IN
 FT0053'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FT0053'AN IRON BENCH-MARK DISK, STAMPED Y 752 1945.  NOTE-- IT WAS
 FT0053'REPORTED IN MAY 1952 THAT THE HANGAR AND OFFICE BUILDINGS OF THE
 FT0053'UNITED FLYING SCHOOLS OF AMERICA HAVE BEEN REMOVED, HOWEVER,
 FT0053'THE CONCRETE FOUNDATION REMAINS.
 FT0053
 FT0053                          STATION RECOVERY (1952)
 FT0053
 FT0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 FT0053'RECOVERED IN GOOD CONDITION.
 FT0053
 FT0053                          STATION RECOVERY (1982)
 FT0053
 FT0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0053'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FT0053'8.85 KM (5.6 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT0053'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, THENCE 1.6 KM (1.0 MI)
 FT0053'WEST-SOUTHWEST CROSS COUNTRY, AT THE SOUTH ONE OF TWO CONCRETE SLABS
 FT0053'-FORMER BUILDING FOUNDATIONS- IN THE SILVER LAKE BED, 11.9 METERS
 FT0053'(39.0 FT) EAST OF THE NORTHWEST CORNER AND 6.4 METERS (21.0 FT) WEST
 FT0053'OF THE NORTHEAST CORNER OF THE FOUNDATION, 0.45 METER (1.5 FT) NORTH
 FT0053'OF THE NORTH EDGE OF THE FOUNDATION.
 FT0053'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 FT0053'THE MARK IS 0.1 M ABOVE THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0284 ***********************************************************************
 EU0284  DESIGNATION -  Y 753
 EU0284  PID         -  EU0284
 EU0284  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0284  USGS QUAD   -  NEEDLES (1975)
 EU0284
 EU0284                         *CURRENT SURVEY CONTROL
 EU0284  ___________________________________________________________________
 EU0284* NAD 83(1986)-  34 45 50.     (N)    114 37 10.     (W)     SCALED    
 EU0284* NAVD 88     -       279.241  (meters)     916.14   (feet)  ADJUSTED  
 EU0284  ___________________________________________________________________
 EU0284  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 EU0284  DYNAMIC HT  -         278.955 (meters)     915.20  (feet)  COMP
 EU0284  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 EU0284
 EU0284  VERT ORDER  -  FIRST     CLASS II
 EU0284
 EU0284.This mark is at Needles Airport (EED)
 EU0284
 EU0284.The horizontal coordinates were scaled from a topographic map and have
 EU0284.an estimated accuracy of +/- 6 seconds.
 EU0284.
 EU0284.The orthometric height was determined by differential leveling and
 EU0284.adjusted in June 1991.
 EU0284
 EU0284.The geoid height was determined by GEOID09.
 EU0284
 EU0284.The dynamic height is computed by dividing the NAVD 88
 EU0284.geopotential number by the normal gravity value computed on the
 EU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0284.degrees latitude (g = 980.6199 gals.).
 EU0284
 EU0284.The modeled gravity was interpolated from observed gravity values.
 EU0284
 EU0284;                    North         East    Units  Estimated Accuracy
 EU0284;SPC CA 5     -   645,400.    2,309,410.      MT  (+/- 180 meters Scaled)
 EU0284
 EU0284                          SUPERSEDED SURVEY CONTROL
 EU0284
 EU0284  NGVD 29 (??/??/??)  278.571  (m)          913.95   (f) ADJUSTED    1 2
 EU0284
 EU0284.Superseded values are not recommended for survey control.
 EU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0284.See file dsdata.txt to determine how the superseded data were derived.
 EU0284
 EU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU178494(NAD 83)
 EU0284
 EU0284_MARKER: DB = BENCH MARK DISK
 EU0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0284_SP_SET: CONCRETE LIGHT CONTROL VAULT
 EU0284_STAMPING: Y 753 1945
 EU0284_MARK LOGO: CGS   
 EU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EU0284+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 EU0284
 EU0284  HISTORY     - Date     Condition        Report By
 EU0284  HISTORY     - 1945     MONUMENTED       CGS
 EU0284  HISTORY     - 1981     GOOD             NGS
 EU0284  HISTORY     - 20030728 GOOD             JOHFRA
 EU0284  HISTORY     - 20050801 POOR             GEOCAC
 EU0284
 EU0284                          STATION DESCRIPTION
 EU0284
 EU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0284'AT NEEDLES MUNICIPAL AIRPORT.
 EU0284'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 21.8 FEET
 EU0284'SOUTH OF THE SOUTHWEST LEG OF THE ROTATING-BEACON TOWER, IN THE
 EU0284'WEST FACE OF THE CONCRETE LIGHT-CONTROL VAULT, 0.3 FOOT NORTH OF
 EU0284'THE SOUTHWEST CORNER, AND 1.7 FEET ABOVE THE GROUND.  A STANDARD
 EU0284'DISK, STAMPED Y 753 1945 AND SET VERTICALLY.
 EU0284
 EU0284                          STATION RECOVERY (1981)
 EU0284
 EU0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0284'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 EU0284'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.3 KM (1.45 MI) WEST ALONG
 EU0284'NEEDLES AIRPORT ROAD, SET VERTICALLY IN THE WEST FACE OF A SMALL
 EU0284'LIGHT-CONTROL BUILDING, 6.6 METERS (21.8 FT) SOUTH OF THE SOUTHWEST
 EU0284'LEG OF THE BEACON TOWER.
 EU0284'THE MARK IS 0.6 M ABOVE THE GROUND.
 EU0284
 EU0284                          STATION RECOVERY (2003)
 EU0284
 EU0284'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF)
 EU0284'MARK IS IN BUT COVERED BY WHAT APPEARS TO BE MANY COATS OF PAINT.
 EU0284'BEING A VERTICALLY MOUNTED MARK, IT WOULD TAKE SOME CLEANING TO
 EU0284'UNCOVER THE PRECISE DATUM POINT PRIOR TO USE. N344549.3, W1143710.9
 EU0284
 EU0284                          STATION RECOVERY (2005)
 EU0284
 EU0284'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EU0284'THE DISK HAS BEEN PAINTED OVER SEVERAL TIMES AND IS UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2647 ***********************************************************************
 GU2647  DESIGNATION -  YY 249
 GU2647  PID         -  GU2647
 GU2647  STATE/COUNTY-  CA/SAN BENITO
 GU2647  USGS QUAD   -  SAN FELIPE (1971)
 GU2647
 GU2647                         *CURRENT SURVEY CONTROL
 GU2647  ___________________________________________________________________
 GU2647* NAD 83(1986)-  36 56 08.     (N)    121 29 41.     (W)     SCALED    
 GU2647* NAVD 88     -        47.03   (+/-2cm)     154.3    (feet)  VERTCON   
 GU2647  ___________________________________________________________________
 GU2647  GEOID HEIGHT-         -32.98  (meters)                     GEOID09
 GU2647  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2647
 GU2647.The horizontal coordinates were scaled from a topographic map and have
 GU2647.an estimated accuracy of +/- 6 seconds.
 GU2647.
 GU2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2647
 GU2647.The vertical order pertains to the NGVD 29 superseded value.
 GU2647
 GU2647.The geoid height was determined by GEOID09.
 GU2647
 GU2647;                    North         East    Units  Estimated Accuracy
 GU2647;SPC CA 4     -   680,670.    1,777,790.      MT  (+/- 180 meters Scaled)
 GU2647
 GU2647                          SUPERSEDED SURVEY CONTROL
 GU2647
 GU2647  NGVD 29 (??/??/92)   46.176  (m)          151.50   (f) ADJ UNCH    1 2
 GU2647
 GU2647.Superseded values are not recommended for survey control.
 GU2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2647.See file dsdata.txt to determine how the superseded data were derived.
 GU2647
 GU2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF340887(NAD 83)
 GU2647
 GU2647_MARKER: DB = BENCH MARK DISK
 GU2647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2647_SP_SET: CULVERT
 GU2647_STAMPING: YY 249 1945
 GU2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2647
 GU2647  HISTORY     - Date     Condition        Report By
 GU2647  HISTORY     - 1945     MONUMENTED       CGS
 GU2647  HISTORY     - 1948     GOOD             CGS
 GU2647
 GU2647                          STATION DESCRIPTION
 GU2647
 GU2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2647'6.1 MI SE FROM GILROY.
 GU2647'IN SAN BENITO COUNTY, 6.1 MILES SOUTHEAST ALONG THE SOUTHERN
 GU2647'PACIFIC CO. RAILROAD FROM THE STATION AT GILROY, SANTA CLARA COUNTY,
 GU2647'ABOUT 100 FEET SOUTHEAST OF MILEPOST 87, AT CULVERT 86.95, IN
 GU2647'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL, 7.5 FEET
 GU2647'SOUTHWEST OF THE TRACK, AND 6 FEET EAST OF CULVERT NUMBER POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0690 ***********************************************************************
 DC0690  DESIGNATION -  YY 57
 DC0690  PID         -  DC0690
 DC0690  STATE/COUNTY-  CA/SAN DIEGO
 DC0690  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0690
 DC0690                         *CURRENT SURVEY CONTROL
 DC0690  ___________________________________________________________________
 DC0690* NAD 83(1986)-  32 34 24.     (N)    117 04 21.     (W)     SCALED    
 DC0690* NAVD 88     -        14.089  (meters)      46.22   (feet)  READJUSTED
 DC0690  ___________________________________________________________________
 DC0690  GEOID HEIGHT-         -35.07  (meters)                     GEOID09
 DC0690  DYNAMIC HT  -          14.07  (meters)      46.2   (feet)  COMP
 DC0690  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 DC0690  OBS GRAVITY -     979,497.0   (mgal)                       GRAV_OBS
 DC0690
 DC0690  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC0690
 DC0690.The horizontal coordinates were scaled from a topographic map and have
 DC0690.an estimated accuracy of +/- 6 seconds.
 DC0690.
 DC0690.The orthometric height was determined by differential leveling
 DC0690.and adjusted in February 1993.
 DC0690
 DC0690.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC0690.mark was located on a no-check spur therefore a value was not computed.
 DC0690
 DC0690.The height was derived from older observations constrained to new
 DC0690.heights in a crustal motion area.  The height is approximate in
 DC0690.relation to other heights in its vicinity.
 DC0690
 DC0690.No vertical observational check was made to the station.
 DC0690
 DC0690.The geoid height was determined by GEOID09.
 DC0690
 DC0690.The dynamic height is computed by dividing the NAVD 88
 DC0690.geopotential number by the normal gravity value computed on the
 DC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0690.degrees latitude (g = 980.6199 gals.).
 DC0690
 DC0690.The modeled gravity was interpolated from observed gravity values.
 DC0690
 DC0690.The observed gravity was obtained from relative gravimeter ties
 DC0690.to the IGSN71 gravity network.
 DC0690
 DC0690;                    North         East    Units  Estimated Accuracy
 DC0690;SPC CA 6     -   545,410.    1,922,760.      MT  (+/- 180 meters Scaled)
 DC0690
 DC0690                          SUPERSEDED SURVEY CONTROL
 DC0690
 DC0690  NGVD 29 (??/??/92)   13.456  (m)           44.15   (f) ADJ UNCH    1 1
 DC0690
 DC0690.Superseded values are not recommended for survey control.
 DC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0690.See file dsdata.txt to determine how the superseded data were derived.
 DC0690
 DC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS931039(NAD 83)
 DC0690
 DC0690_MARKER: DB = BENCH MARK DISK
 DC0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0690_SP_SET: CULVERT
 DC0690_STAMPING: YY 57 1945
 DC0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0690
 DC0690  HISTORY     - Date     Condition        Report By
 DC0690  HISTORY     - 1945     MONUMENTED       CGS
 DC0690  HISTORY     - 1955     GOOD             CGS
 DC0690  HISTORY     - 1970     GOOD             CA-073
 DC0690  HISTORY     - 1978     GOOD             NGS
 DC0690  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0690
 DC0690                          STATION DESCRIPTION
 DC0690
 DC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0690'1 MI SE FROM PALM CITY.
 DC0690'1.0 MILE SOUTHEAST ALONG THE SAN DIEGO AND ARIZONA EASTERN
 DC0690'RAILWAY FROM THE CROSSING OF PALM AVENUE AT PALM CITY, ABOUT
 DC0690'6 1/2 TELEGRAPH POLES SOUTHEAST OF THE CROSSING OF TWENTY-SEVENTH
 DC0690'STREET, ABOUT 4 1/2 POLES SOUTHEAST OF MILE POLE 12, AT PALM
 DC0690'CITY-ONE-MILE SIGN, AT DOUBLE 36-INCH CONCRETE PIPE CULVERT
 DC0690'12.12, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 DC0690'HEAD WALL, 45.3 FEET NORTHEAST OF THE NORTHEAST RAIL (SLOPE
 DC0690'MEASUREMENT), AND ABOUT 20 FEET LOWER THAN THE TRACK.
 DC0690
 DC0690                          STATION RECOVERY (1970)
 DC0690
 DC0690'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0690'RECOVERED IN GOOD CONDITION.
 DC0690
 DC0690                          STATION RECOVERY (1978)
 DC0690
 DC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0690'RECOVERED IN GOOD CONDITION.
 DC0690
 DC0690                          STATION RECOVERY (1987)
 DC0690
 DC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0690'NOT RECOVERED.  BELIEVED DESTROYED BY RAILROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2645 ***********************************************************************
 GU2645  DESIGNATION -  Z 249
 GU2645  PID         -  GU2645
 GU2645  STATE/COUNTY-  CA/SAN BENITO
 GU2645  USGS QUAD   -  SAN FELIPE (1971)
 GU2645
 GU2645                         *CURRENT SURVEY CONTROL
 GU2645  ___________________________________________________________________
 GU2645* NAD 83(1986)-  36 55 03.     (N)    121 28 24.     (W)     SCALED    
 GU2645* NAVD 88     -        53.96   (+/-2cm)     177.0    (feet)  VERTCON   
 GU2645  ___________________________________________________________________
 GU2645  GEOID HEIGHT-         -33.04  (meters)                     GEOID09
 GU2645  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2645
 GU2645.The horizontal coordinates were scaled from a topographic map and have
 GU2645.an estimated accuracy of +/- 6 seconds.
 GU2645.
 GU2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2645
 GU2645.The vertical order pertains to the NGVD 29 superseded value.
 GU2645
 GU2645.The geoid height was determined by GEOID09.
 GU2645
 GU2645;                    North         East    Units  Estimated Accuracy
 GU2645;SPC CA 4     -   678,620.    1,779,640.      MT  (+/- 180 meters Scaled)
 GU2645
 GU2645                          SUPERSEDED SURVEY CONTROL
 GU2645
 GU2645  NGVD 29 (??/??/92)   53.102  (m)          174.22   (f) ADJ UNCH    1 2
 GU2645
 GU2645.Superseded values are not recommended for survey control.
 GU2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2645.See file dsdata.txt to determine how the superseded data were derived.
 GU2645
 GU2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF359868(NAD 83)
 GU2645
 GU2645_MARKER: DB = BENCH MARK DISK
 GU2645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2645_SP_SET: CULVERT
 GU2645_STAMPING: Z 249 1935
 GU2645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2645
 GU2645  HISTORY     - Date     Condition        Report By
 GU2645  HISTORY     - 1935     MONUMENTED       CGS
 GU2645  HISTORY     - 1948     GOOD             CGS
 GU2645
 GU2645                          STATION DESCRIPTION
 GU2645
 GU2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GU2645'6.2 MI NW FROM HOLLISTER.
 GU2645'6.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 GU2645'THE COURTHOUSE AT HOLLISTER, SAN BENITO COUNTY, 6 1/2 POLES
 GU2645'NORTHWEST OF MILEPOST 89, AT CULVERT 88.65, IN THE TOP OF THE
 GU2645'SOUTHWEST CONCRETE HEADWALL, 8 FEET SOUTHWEST OF THE CENTERLINE
 GU2645'OF THE TRACK, AND 3 FEET FROM THE SOUTHEAST END OF THE HEADWALL.
 GU2645'A STANDARD DISK, STAMPED Z 249 1935.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DB0576 ***********************************************************************
 DB0576  DESIGNATION -  Z 59
 DB0576  PID         -  DB0576
 DB0576  STATE/COUNTY-  CA/IMPERIAL
 DB0576  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0576
 DB0576                         *CURRENT SURVEY CONTROL
 DB0576  ___________________________________________________________________
 DB0576* NAD 83(1986)-  32 48 36.     (N)    115 20 14.     (W)     SCALED    
 DB0576* NAVD 88     -        -1.872  (meters)      -6.14   (feet)  ADJUSTED  
 DB0576  ___________________________________________________________________
 DB0576  GEOID HEIGHT-         -34.59  (meters)                     GEOID09
 DB0576  DYNAMIC HT  -          -1.870 (meters)      -6.14  (feet)  COMP
 DB0576  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 DB0576
 DB0576  VERT ORDER  -  FIRST     CLASS I
 DB0576
 DB0576.The horizontal coordinates were scaled from a topographic map and have
 DB0576.an estimated accuracy of +/- 6 seconds.
 DB0576.
 DB0576.The orthometric height was determined by differential leveling and
 DB0576.adjusted in March 1994.
 DB0576
 DB0576.WARNING-Repeat measurements at this control monument indicate possible
 DB0576.vertical movement.
 DB0576
 DB0576.The geoid height was determined by GEOID09.
 DB0576
 DB0576.The dynamic height is computed by dividing the NAVD 88
 DB0576.geopotential number by the normal gravity value computed on the
 DB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0576.degrees latitude (g = 980.6199 gals.).
 DB0576
 DB0576.The modeled gravity was interpolated from observed gravity values.
 DB0576
 DB0576;                    North         East    Units  Estimated Accuracy
 DB0576;SPC CA 6     -   571,720.    2,085,480.      MT  (+/- 180 meters Scaled)
 DB0576
 DB0576                          SUPERSEDED SURVEY CONTROL
 DB0576
 DB0576  NAVD 88 (06/15/91)   -1.852  (m)           -6.08   (f) UNKNOWN     1 1
 DB0576  NGVD 29 (??/??/92)   -2.609  (m)           -8.56   (f) ADJ UNCH    1 1
 DB0576
 DB0576.Superseded values are not recommended for survey control.
 DB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0576.See file dsdata.txt to determine how the superseded data were derived.
 DB0576
 DB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS556314(NAD 83)
 DB0576
 DB0576_MARKER: DB = BENCH MARK DISK
 DB0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0576_SP_SET: SQUARE CONCRETE MONUMENT
 DB0576_STAMPING: Z 59 1927
 DB0576_MARK LOGO: CGS   
 DB0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0576+STABILITY: SURFACE MOTION
 DB0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0576+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1993
 DB0576
 DB0576  HISTORY     - Date     Condition        Report By
 DB0576  HISTORY     - 1927     MONUMENTED       CGS
 DB0576  HISTORY     - 1971     GOOD             NGS
 DB0576  HISTORY     - 1974     GOOD             NGS
 DB0576  HISTORY     - 1977     GOOD             NGS
 DB0576  HISTORY     - 1978     GOOD             USGS
 DB0576  HISTORY     - 1978     GOOD             USGS
 DB0576  HISTORY     - 1981     GOOD             NGS
 DB0576  HISTORY     - 1981     GOOD             NGS
 DB0576  HISTORY     - 1984     GOOD             CA-025
 DB0576  HISTORY     - 19870909 GOOD             CA-025
 DB0576  HISTORY     - 19901029 GOOD             CA-025
 DB0576  HISTORY     - 19931028 GOOD             CA-025
 DB0576
 DB0576                          STATION DESCRIPTION
 DB0576
 DB0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0576'2.5 MI E FROM HOLTVILLE.
 DB0576'2.5 MILES EAST ALONG COUNTY ROAD S 80 FROM THE JUNCTION OF HOLT
 DB0576'AVENUE IN HOLTVILLE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 DB0576'SNYDER ROAD, 68 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DB0576'46 1/2 FEET EAST OF THE CENTER LINE OF SNYDER ROAD, 39 1/2
 DB0576'FEET SOUTH-SOUTHEAST OF POWER POLE 304745H, 30 1/2 FEET
 DB0576'SOUTH-SOUTHWEST OF A 36-INCH TREE, 1.5 FEET EAST OF A WITNESS
 DB0576'POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD AND IN THE TOP OF A
 DB0576'CONCRETE POST WHICH PROJECTS 0.4 FOOT.  SEC 29, T 15 S, R 16 E.
 DB0576
 DB0576                          STATION RECOVERY (1974)
 DB0576
 DB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1977)
 DB0576
 DB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1978)
 DB0576
 DB0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1978)
 DB0576
 DB0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1981)
 DB0576
 DB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1981)
 DB0576
 DB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1984)
 DB0576
 DB0576'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1987)
 DB0576
 DB0576'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1987
 DB0576'RECOVERED IN GOOD CONDITION.
 DB0576
 DB0576                          STATION RECOVERY (1990)
 DB0576
 DB0576'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DB0576'2.5 MILES (4.0 KM) EAST ALONG COUNTY ROAD S 80 FROM THE JUNCTION OF
 DB0576'HOLT AVENUE IN HOLTVILLE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 DB0576'SNYDER ROAD, 68 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 46 1/2
 DB0576'FEET EAST OF THE CENTER LINE OF SNYDER ROAD, 39 1/2 FEET
 DB0576'SOUTH-SOUTHEAST OF POWER POLE 304745H, 30 1/2 FEET SOUTH-SOUTHWEST OF
 DB0576'A 36-INCH TREE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 DB0576'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DB0576'FOOT.  IN T15S R16E SEC 29.
 DB0576
 DB0576                          STATION RECOVERY (1993)
 DB0576
 DB0576'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1993 (CHL)
 DB0576'2.5 MI (4.0 KM) EAST ALONG COUNTY ROAD S 80 FROM THE JUNCTION OF HOLT
 DB0576'AVENUE IN HOLTVILLE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF SNYDER
 DB0576'ROAD, 68.5 FT (20.9 M) SOUTH OF THE CENTER LINE OF THE ROAD, 46.5 FT
 DB0576'(14.2 M) EAST OF THE CENTER LINE OF SNYDER ROAD, 39.5 FT (12.0 M)
 DB0576'SOUTH-SOUTHEAST OF POWER POLE 304745H, 30.5 FT (9.3 M) SOUTH-SOUTHWEST
 DB0576'OF A 36-INCH TREE, 1.0 FT (0.3 M) EAST OF A WITNESS POST, 3.5 FT (1.1
 DB0576'M) SOUTH OF WOODEN FENCE, 4.5 FT (1.4 M) EAST OF WOODEN FENCE, 10 FT
 DB0576'(3.0 M) SOUTH OF A 3.6 FT (1.1 M) DIAMETER CONCRETE STAND-PIPE, ABOUT
 DB0576'0.5 FT (15.2 CM) LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST
 DB0576'WHICH PROJECTS 0.4 FT (12.2 CM).  IN T15S R16E SEC 29.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0534 ***********************************************************************
 HT0534  DESIGNATION -  Z 736 C OF SF
 HT0534  PID         -  HT0534
 HT0534  STATE/COUNTY-  CA/SAN MATEO
 HT0534  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0534
 HT0534                         *CURRENT SURVEY CONTROL
 HT0534  ___________________________________________________________________
 HT0534* NAD 83(1986)-  37 37 30.     (N)    122 23 36.     (W)     SCALED    
 HT0534* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 HT0534  ___________________________________________________________________
 HT0534  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT0534  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0534
 HT0534.This mark is at San Francisco Intl Airport (SFO)
 HT0534
 HT0534.The horizontal coordinates were scaled from a topographic map and have
 HT0534.an estimated accuracy of +/- 6 seconds.
 HT0534.
 HT0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0534
 HT0534.The vertical order pertains to the NGVD 29 superseded value.
 HT0534
 HT0534.The geoid height was determined by GEOID09.
 HT0534
 HT0534;                    North         East    Units  Estimated Accuracy
 HT0534;SPC CA 3     -   626,540.    1,832,880.      MT  (+/- 180 meters Scaled)
 HT0534
 HT0534                          SUPERSEDED SURVEY CONTROL
 HT0534
 HT0534  NGVD 29 (??/??/92)    0.197  (m)            0.65   (f) ADJ UNCH    1 2
 HT0534
 HT0534.Superseded values are not recommended for survey control.
 HT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0534.See file dsdata.txt to determine how the superseded data were derived.
 HT0534
 HT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG535643(NAD 83)
 HT0534
 HT0534_MARKER: DD = SURVEY DISK
 HT0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0534_SP_SET: CULVERT
 HT0534_STAMPING: Z 736 1944
 HT0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0534
 HT0534  HISTORY     - Date     Condition        Report By
 HT0534  HISTORY     - 1944     MONUMENTED       CA3290
 HT0534  HISTORY     - 1956     GOOD             CGS
 HT0534  HISTORY     - 1968     MARK NOT FOUND   CGS
 HT0534
 HT0534                          STATION DESCRIPTION
 HT0534
 HT0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0534'AT SAN FRANCISCO AIRPORT.
 HT0534'AT THE SAN FRANCISCO INTERNATIONAL AIRPORT, AT THE FORMER MAIN
 HT0534'ENTRANCE, IN THE TOP OF THE CONCRETE HEAD WALL OF A CULVERT
 HT0534'(BURIED BY A FILL) 270.0 FEET WEST OF THE SOUTHWEST CORNER OF
 HT0534'THE FORMER ADMINISTRATION BUILDING, 84.0 FEET NORTHWEST OF A
 HT0534'FIRE PLUG, 81.1 FEET SOUTHEAST OF BENCH MARK W 736, 23 FEET
 HT0534'SOUTH OF THE SOUTH CURB OF THE EAST BOUND TRAFFIC LANES, 19 1/2
 HT0534'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH
 HT0534'TO THE NEW ADMINISTRATION BUILDING, 1.3 FEET NORTH OF A WITNESS
 HT0534'POST, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.  NOTE-- ACCESS
 HT0534'IS HAD TO MARK THROUGH A 6-INCH CLAY PIPE WITH A 10-INCH WOODEN
 HT0534'COVER.
 HT0534
 HT0534                          STATION RECOVERY (1968)
 HT0534
 HT0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HT0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3487 ***********************************************************************
 HS3487  DESIGNATION -  Z 737
 HS3487  PID         -  HS3487
 HS3487  STATE/COUNTY-  CA/ALAMEDA
 HS3487  USGS QUAD   -  ALTAMONT (1981)
 HS3487
 HS3487                         *CURRENT SURVEY CONTROL
 HS3487  ___________________________________________________________________
 HS3487* NAD 83(1986)-  37 42 12.     (N)    121 41 48.     (W)     SCALED    
 HS3487* NAVD 88     -       184.00   (+/-2cm)     603.7    (feet)  VERTCON   
 HS3487  ___________________________________________________________________
 HS3487  GEOID HEIGHT-         -31.98  (meters)                     GEOID09
 HS3487  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3487
 HS3487.The horizontal coordinates were scaled from a topographic map and have
 HS3487.an estimated accuracy of +/- 6 seconds.
 HS3487.
 HS3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3487
 HS3487.The vertical order pertains to the NGVD 29 superseded value.
 HS3487
 HS3487.The geoid height was determined by GEOID09.
 HS3487
 HS3487;                    North         East    Units  Estimated Accuracy
 HS3487;SPC CA 3     -   634,220.    1,894,480.      MT  (+/- 180 meters Scaled)
 HS3487
 HS3487                          SUPERSEDED SURVEY CONTROL
 HS3487
 HS3487  NGVD 29 (??/??/92)  183.194  (m)          601.03   (f) ADJ UNCH    1 2
 HS3487
 HS3487.Superseded values are not recommended for survey control.
 HS3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3487.See file dsdata.txt to determine how the superseded data were derived.
 HS3487
 HS3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG148736(NAD 83)
 HS3487
 HS3487_MARKER: DB = BENCH MARK DISK
 HS3487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3487_SP_SET: OVERPASS WING WALL
 HS3487_STAMPING: Z 737 1944
 HS3487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3487
 HS3487  HISTORY     - Date     Condition        Report By
 HS3487  HISTORY     - 1944     MONUMENTED       CGS
 HS3487  HISTORY     - 1958     GOOD             CGS
 HS3487  HISTORY     - 1960     GOOD             CGS
 HS3487  HISTORY     - 1989     GOOD             USPSQD
 HS3487
 HS3487                          STATION DESCRIPTION
 HS3487
 HS3487'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS3487'4.2 MI SW FROM ALTAMONT.
 HS3487'3.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3487'FROM THE ABANDONED STATION AT ALTAMONT, THENCE 0.7 MILE SOUTH
 HS3487'ALONG GREENVILLE ROAD, IN R2E T3S S1, AT WESTERN PACIFIC RAILROAD
 HS3487'COMPANY OVERPASS 52.06, IN THE TOP OF THE NORTHWEST END OF THE
 HS3487'SOUTHWEST CONCRETE WING WALL, 18 FEET SOUTHWEST OF THE CENTER
 HS3487'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 HS3487
 HS3487                          STATION RECOVERY (1960)
 HS3487
 HS3487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HS3487'RECOVERED IN GOOD CONDITION.
 HS3487
 HS3487                          STATION RECOVERY (1989)
 HS3487
 HS3487'RECOVERY NOTE BY US POWER SQUADRON 1989 (LK)
 HS3487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 GU2222 ***********************************************************************
 GU2222  DESIGNATION -  Z 738
 GU2222  PID         -  GU2222
 GU2222  STATE/COUNTY-  CA/MONTEREY
 GU2222  USGS QUAD   -  NATIVIDAD (1984)
 GU2222
 GU2222                         *CURRENT SURVEY CONTROL
 GU2222  ___________________________________________________________________
 GU2222* NAD 83(1986)-  36 39 58.     (N)    121 36 51.     (W)     SCALED    
 GU2222* NAVD 88     -        23.68   (+/-2cm)      77.7    (feet)  VERTCON   
 GU2222  ___________________________________________________________________
 GU2222  GEOID HEIGHT-         -33.70  (meters)                     GEOID09
 GU2222  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2222
 GU2222.This mark is at Salinas Municipal Airport (SNS)
 GU2222
 GU2222.The horizontal coordinates were scaled from a topographic map and have
 GU2222.an estimated accuracy of +/- 6 seconds.
 GU2222.
 GU2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2222
 GU2222.The vertical order pertains to the NGVD 29 superseded value.
 GU2222
 GU2222.The geoid height was determined by GEOID09.
 GU2222
 GU2222;                    North         East    Units  Estimated Accuracy
 GU2222;SPC CA 4     -   651,070.    1,766,340.      MT  (+/- 180 meters Scaled)
 GU2222
 GU2222                          SUPERSEDED SURVEY CONTROL
 GU2222
 GU2222  NGVD 29 (??/??/92)   22.830  (m)           74.90   (f) ADJ UNCH    1 2
 GU2222
 GU2222.Superseded values are not recommended for survey control.
 GU2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2222.See file dsdata.txt to determine how the superseded data were derived.
 GU2222
 GU2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF238587(NAD 83)
 GU2222
 GU2222_MARKER: DB = BENCH MARK DISK
 GU2222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2222_SP_SET: CONCRETE BASE
 GU2222_STAMPING: Z 738 1945
 GU2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2222
 GU2222  HISTORY     - Date     Condition        Report By
 GU2222  HISTORY     - 1945     MONUMENTED       CGS
 GU2222  HISTORY     - 1970     GOOD             NGS
 GU2222  HISTORY     - 1976     GOOD             NGS
 GU2222  HISTORY     - 19881212 MARK NOT FOUND   NGS
 GU2222
 GU2222                          STATION DESCRIPTION
 GU2222
 GU2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GU2222'AT SALINAS MUN AIRPORT.
 GU2222'THIS MARK WAS RECOVERED IN GOOD CONDITION, THE OLD DESCRIPTION
 GU2222'IS OBSOLETE A NEW DESCRIPTION FOLLOWS--AT THE SALINAS MUNICIPAL
 GU2222'AIRPORT, AT THE AIRPORT BEACON.  IT IS 308 FT. SOUTHWEST
 GU2222'OF THE SOUTHWEST CURB OF SKYWAY BLVD., 134 FT. SOUTHEAST OF
 GU2222'EDGE OF AIPORT BLVD., AND 16.6 FT. NORTHWEST OF NORTHWEST
 GU2222'CURB OF JEFFERY ST.  A STANDARD IRON DISK SET IN A DRILL HOLE
 GU2222'IN THE EAST CONRER OF THE CONCRETE BASE OF THE EAST LEG OF
 GU2222'THE BEACON.  THE AIRPORT BEACON HAS BEEN MOVED TO A NEW SITE.
 GU2222'THE MARK IS 25.1 FEET NW OF THE NW EDGE OF JEFFERY AVE. AND
 GU2222'310.0 FEET SW OF THE SW EDGE OF SKYWAY BLVD.  THE FOUR CONCRETE
 GU2222'LEG BASES OF THE ODD AIRPORT BEACON REMAIN IN PLACE AND THE MARK
 GU2222'IS SET IN THE E ONE OF THE FOUR.  THE CONCRETE BASE PROJECTS
 GU2222'ABOUT 7 INCHES.
 GU2222
 GU2222                          STATION RECOVERY (1976)
 GU2222
 GU2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GU2222'RECOVERED IN GOOD CONDITION.
 GU2222
 GU2222                          STATION RECOVERY (1988)
 GU2222
 GU2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DZ0105 ***********************************************************************
 DZ0105  DESIGNATION -  Z 739
 DZ0105  PID         -  DZ0105
 DZ0105  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0105  USGS QUAD   -  LOMPOC (1982)
 DZ0105
 DZ0105                         *CURRENT SURVEY CONTROL
 DZ0105  ___________________________________________________________________
 DZ0105* NAD 83(1986)-  34 41 23.     (N)    120 26 53.     (W)     SCALED    
 DZ0105* NAVD 88     -        95.87   (+/-2cm)     314.5    (feet)  VERTCON   
 DZ0105  ___________________________________________________________________
 DZ0105  GEOID HEIGHT-         -36.02  (meters)                     GEOID09
 DZ0105  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0105
 DZ0105.The horizontal coordinates were scaled from a topographic map and have
 DZ0105.an estimated accuracy of +/- 6 seconds.
 DZ0105.
 DZ0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0105
 DZ0105.The vertical order pertains to the NGVD 29 superseded value.
 DZ0105
 DZ0105.The geoid height was determined by GEOID09.
 DZ0105
 DZ0105;                    North         East    Units  Estimated Accuracy
 DZ0105;SPC CA 5     -   634,700.    1,775,720.      MT  (+/- 180 meters Scaled)
 DZ0105
 DZ0105                          SUPERSEDED SURVEY CONTROL
 DZ0105
 DZ0105  NGVD 29 (??/??/92)   95.096  (m)          311.99   (f) ADJ UNCH    1 2
 DZ0105
 DZ0105.Superseded values are not recommended for survey control.
 DZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0105.See file dsdata.txt to determine how the superseded data were derived.
 DZ0105
 DZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD337415(NAD 83)
 DZ0105
 DZ0105_MARKER: DB = BENCH MARK DISK
 DZ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0105_STAMPING: Z 739 1945
 DZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0105+STABILITY: SURFACE MOTION
 DZ0105
 DZ0105  HISTORY     - Date     Condition        Report By
 DZ0105  HISTORY     - 1945     MONUMENTED       CGS
 DZ0105  HISTORY     - 1956     GOOD             CGS
 DZ0105
 DZ0105                          STATION DESCRIPTION
 DZ0105
 DZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DZ0105'3.5 MI N FROM LOMPOC.
 DZ0105'3.5 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0105'AT LOMPOC, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTHEAST,
 DZ0105'IN LINE WITH A ROW OF TELEPHONE POLES, 65 1/2 FEET NORTHEAST OF
 DZ0105'THE CENTER LINE OF THE ROAD, 58.1 FEET NORTHEAST OF TELEPHONE
 DZ0105'POLE S-9884-Y, 21.8 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DZ0105'HIGHWAY, 1.4 FEET NORTHWEST OF A WHITE WOODEN POST, 0.6 FOOT
 DZ0105'SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 DZ0105'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DZ0105'0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EW1603 ***********************************************************************
 EW1603  DESIGNATION -  Z 740
 EW1603  PID         -  EW1603
 EW1603  STATE/COUNTY-  CA/LOS ANGELES
 EW1603  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1603
 EW1603                         *CURRENT SURVEY CONTROL
 EW1603  ___________________________________________________________________
 EW1603* NAD 83(1986)-  34 00 41.     (N)    118 28 06.     (W)     SCALED    
 EW1603* NAVD 88     -        41.61   (+/-2cm)     136.5    (feet)  VERTCON   
 EW1603  ___________________________________________________________________
 EW1603  GEOID HEIGHT-         -35.73  (meters)                     GEOID09
 EW1603  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1603
 EW1603.The horizontal coordinates were scaled from a topographic map and have
 EW1603.an estimated accuracy of +/- 6 seconds.
 EW1603.
 EW1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1603
 EW1603.The vertical order pertains to the NGVD 29 superseded value.
 EW1603
 EW1603.The geoid height was determined by GEOID09.
 EW1603
 EW1603;                    North         East    Units  Estimated Accuracy
 EW1603;SPC CA 5     -   556,830.    1,956,740.      MT  (+/- 180 meters Scaled)
 EW1603
 EW1603                          SUPERSEDED SURVEY CONTROL
 EW1603
 EW1603  NGVD 29 (??/??/92)   40.849  (m)          134.02   (f) ADJ UNCH    1 2
 EW1603
 EW1603.Superseded values are not recommended for survey control.
 EW1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1603.See file dsdata.txt to determine how the superseded data were derived.
 EW1603
 EW1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT644643(NAD 83)
 EW1603
 EW1603_MARKER: DB = BENCH MARK DISK
 EW1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1603_STAMPING: Z 740 1945
 EW1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1603+STABILITY: SURFACE MOTION
 EW1603
 EW1603  HISTORY     - Date     Condition        Report By
 EW1603  HISTORY     - 1945     MONUMENTED       CGS
 EW1603  HISTORY     - 1962     GOOD             CGS
 EW1603
 EW1603                          STATION DESCRIPTION
 EW1603
 EW1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EW1603'AT SANTA MONICA.
 EW1603'AT SANTA MONICA, SET AT THE INTERSECTION OF OCEAN PARK BOULEVARD
 EW1603'AND 16TH STREET, 11.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 EW1603'THE BOULEVARD, 1.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 16TH
 EW1603'STREET, A BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED
 EW1603'IN THE FIELD, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DC0782 ***********************************************************************
 DC0782  DESIGNATION -  Z 741
 DC0782  PID         -  DC0782
 DC0782  STATE/COUNTY-  CA/SAN DIEGO
 DC0782  USGS QUAD   -  POINT LOMA (1994)
 DC0782
 DC0782                         *CURRENT SURVEY CONTROL
 DC0782  ___________________________________________________________________
 DC0782* NAD 83(1986)-  32 41 53.     (N)    117 11 05.     (W)     SCALED    
 DC0782* NAVD 88     -         4.74   (+/-2cm)      15.6    (feet)  VERTCON   
 DC0782  ___________________________________________________________________
 DC0782  GEOID HEIGHT-         -35.21  (meters)                     GEOID09
 DC0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0782
 DC0782.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0782
 DC0782.The horizontal coordinates were scaled from a topographic map and have
 DC0782.an estimated accuracy of +/- 6 seconds.
 DC0782.
 DC0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0782
 DC0782.The vertical order pertains to the NGVD 29 superseded value.
 DC0782
 DC0782.The geoid height was determined by GEOID09.
 DC0782
 DC0782;                    North         East    Units  Estimated Accuracy
 DC0782;SPC CA 6     -   559,330.    1,912,350.      MT  (+/- 180 meters Scaled)
 DC0782
 DC0782                          SUPERSEDED SURVEY CONTROL
 DC0782
 DC0782  NGVD 29 (??/??/??)    4.110  (m)           13.48   (f) ADJUSTED    1 2
 DC0782
 DC0782.Superseded values are not recommended for survey control.
 DC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0782.See file dsdata.txt to determine how the superseded data were derived.
 DC0782
 DC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS826178(NAD 83)
 DC0782
 DC0782_MARKER: DB = BENCH MARK DISK
 DC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0782_STAMPING: Z 741 1945
 DC0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0782+STABILITY: SURFACE MOTION
 DC0782
 DC0782  HISTORY     - Date     Condition        Report By
 DC0782  HISTORY     - 1945     MONUMENTED       CGS
 DC0782  HISTORY     - 1955     GOOD             CGS
 DC0782  HISTORY     - 1962     GOOD             CGS
 DC0782  HISTORY     - 20040604 MARK NOT FOUND   INDIV
 DC0782
 DC0782                          STATION DESCRIPTION
 DC0782
 DC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0782'AT SAN DIEGO NAVAL AIR STATION.
 DC0782'AT SAN DIEGO NAVAL AIR STATION, AT THE MAIN ENTRANCE, IN THE
 DC0782'FIRST TRAFFIC ISLAND SOUTHEAST OF THE GUARDHOUSE, 79.3 FEET
 DC0782'SOUTHEAST OF THE SOUTHEAST SIDE OF THE GUARDHOUSE, 1.6 FEET
 DC0782'SOUTHEAST OF THE CONCRETE CURB OF THE NORTHWEST END OF THE
 DC0782'ISLAND, 6.0 FEET SOUTHWEST OF THE NORTHEAST CURB, 6.0 FEET
 DC0782'NORTHEAST OF THE SOUTHWEST CURB, ABOUT 1/2 FOOT HIGHER THAN THE
 DC0782'CURB, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DC0782'ABOVE THE GROUND.
 DC0782
 DC0782                          STATION RECOVERY (1962)
 DC0782
 DC0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 DC0782'RECOVERED IN GOOD CONDITION.
 DC0782
 DC0782                          STATION RECOVERY (2004)
 DC0782
 DC0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 DC0782'MARK LOCATED INSIDE NAVAL BASE LAND AND NOT EASILY LOCATED.  THERE IS
 DC0782'EVIDENCE OF NEW ISLAND LANDSCAPING AT THE ENTRY GATE. THE GUARDS WERE
 DC0782'APPARENTLY NERVOUS TO LET ME SEARCH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0362 ***********************************************************************
 LU0362  DESIGNATION -  Z 742
 LU0362  PID         -  LU0362
 LU0362  STATE/COUNTY-  CA/TEHAMA
 LU0362  USGS QUAD   -  RED BLUFF WEST (1969)
 LU0362
 LU0362                         *CURRENT SURVEY CONTROL
 LU0362  ___________________________________________________________________
 LU0362* NAD 83(2007)-  40 09 04.51688(N)    122 15 23.84721(W)     ADJUSTED  
 LU0362* NAVD 88     -       109.56   (+/-2cm)     359.4    (feet)  VERTCON   
 LU0362  ___________________________________________________________________
 LU0362  EPOCH DATE  -        2007.00
 LU0362  X           -  -2,605,560.446 (meters)                     COMP
 LU0362  Y           -  -4,128,505.634 (meters)                     COMP
 LU0362  Z           -   4,090,888.950 (meters)                     COMP
 LU0362  LAPLACE CORR-           7.57  (seconds)                    DEFLEC09
 LU0362  ELLIP HEIGHT-          80.851 (meters)          (02/10/07) ADJUSTED
 LU0362  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LU0362
 LU0362  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU0362  Type    PID    Designation                      North   East  Ellip
 LU0362  -------------------------------------------------------------------
 LU0362  NETWORK LU0362 Z 742                             3.04   2.72   6.61
 LU0362  -------------------------------------------------------------------
 LU0362  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0362
 LU0362.This mark is at Red Bluff Airport (RBL)
 LU0362
 LU0362.The horizontal coordinates were established by GPS observations
 LU0362.and adjusted by the National Geodetic Survey in February 2007.
 LU0362
 LU0362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LU0362.See National Readjustment for more information. 
 LU0362
 LU0362.The horizontal coordinates are valid at the epoch date displayed above
 LU0362.which is a decimal equivalence of Year/Month/Day.
 LU0362
 LU0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0362
 LU0362.The vertical order pertains to the NGVD 29 superseded value.
 LU0362
 LU0362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU0362
 LU0362.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU0362
 LU0362.The ellipsoidal height was determined by GPS observations
 LU0362.and is referenced to NAD 83.
 LU0362
 LU0362.The geoid height was determined by GEOID09.
 LU0362
 LU0362;                    North         East     Units Scale Factor Converg.
 LU0362;SPC CA 1     -   590,853.123 1,978,135.085   MT  0.99996534   -0 10 04.1
 LU0362;SPC CA 1     - 1,938,490.62  6,489,931.52   sFT  0.99996534   -0 10 04.1
 LU0362;UTM  10      - 4,444,810.081   563,314.408   MT  0.99964935   +0 28 45.7
 LU0362
 LU0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU0362!SPC CA 1     -   0.99998732  x   0.99996534  =   0.99995266
 LU0362!UTM  10      -   0.99998732  x   0.99964935  =   0.99963667
 LU0362
 LU0362                          SUPERSEDED SURVEY CONTROL
 LU0362
 LU0362  NAD 83(1992)-  40 09 04.51187(N)    122 15 23.83815(W) AD(1991.35) 2
 LU0362  NGVD 29 (??/??/92)  108.817  (m)          357.01   (f) ADJ UNCH    1 2
 LU0362
 LU0362.Superseded values are not recommended for survey control.
 LU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0362.See file dsdata.txt to determine how the superseded data were derived.
 LU0362
 LU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6331444810(NAD 83)
 LU0362
 LU0362_MARKER: DB = BENCH MARK DISK
 LU0362_SETTING: 0 = UNSPECIFIED SETTING
 LU0362_SP_SET: METAL PIPE IN CONCRETE
 LU0362_STAMPING: Z 742
 LU0362_MARK LOGO: USE   
 LU0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LU0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0362+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1992
 LU0362
 LU0362  HISTORY     - Date     Condition        Report By
 LU0362  HISTORY     - 1977     MONUMENTED       USE
 LU0362  HISTORY     - 1954     GOOD             CGS
 LU0362  HISTORY     - 19920501 GOOD             NOS
 LU0362  HISTORY     - 19930615 GOOD             NGS
 LU0362
 LU0362                          STATION DESCRIPTION
 LU0362
 LU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LU0362'AT BIDWELL AIRPORT.
 LU0362'AT BIDWELL AIRPORT, TEHAMA COUNTY, 0.35 MILE SOUTH OF THE
 LU0362'OLD HANGAR AND ADMINISTRATION BUILDING, 367 FEET WEST OF THE
 LU0362'WEST END OF THE EAST-AND-WEST RUNWAY, IN LINE WITH THE
 LU0362'PROLONGATION TO THE WEST OF THE RUNWAY CENTERLINE, 382 FEET
 LU0362'NORTH OF THE JUNCTION OF AN EAST-AND-WEST OF GRAVELY ROAD AND
 LU0362'THE NORTH-AND-SOUTH ROAD, 29.5 FEET EAST OF THE CENTERLINE
 LU0362'OF THE NORTH-AND-SOUTH ROAD, AND 0.8 FOOT EAST OF THE WEST
 LU0362'BOUNDARY FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 LU0362'CAP, STAMPED Z 742 AND FASTENED ON THE TOP OF A 3-INCH IRON
 LU0362'PIPE SET IN CONCRETE AND PROJECTING 0.5 FOOT ABOVE GROUND.
 LU0362
 LU0362                          STATION RECOVERY (1992)
 LU0362
 LU0362'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LU0362'STATION IS LOCATED AT THE WEST END OF THE RED BLUFF AIRPORT WHICH IS
 LU0362'SOUTH OF THE CITY OF RED BLUFF.
 LU0362'FROM THE TERMINAL BUILDING PROCEED SOUTH ON THE NORTH SOUTH TAXIWAY TO
 LU0362'THE CLOSED EAST-WEST RUNWAY AND TURN WEST CROSSING THE NORTH-SOUTH
 LU0362'RUNWAY AND CONTINUING WEST TO THE END OF PAVEMENT AND FENCELINE ON
 LU0362'CENTERLINE EXTENDED AND MARK AT THE BOUNDARY FENCE.
 LU0362'IT IS 0.7 MI (1.13 KM) SOUTH ON PAKENTA ROAD FROM ITS INTERSECTION
 LU0362'WITH LUTHER ROAD, 367.27 FT (111.94 M) WEST OF THE CENTERLINE END OF
 LU0362'PAVEMENT FOR THE CLOSED RUNWAY, 29.5 FT (8.99 M) EAST OF THE
 LU0362'CENTERLINE OF PASKENTA RD AND 0.8 FT (0.24 M) EAST OF THE AIRPORT
 LU0362'BOUNDARY FENCE.
 LU0362
 LU0362                          STATION RECOVERY (1993)
 LU0362
 LU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LU0362'THE STATION IS LOCATED AT THE RED BLUFF MUNI AIRPORT ON THE WEST
 LU0362'BOUNDARY FENCE, 0.7 MILE (1.1 KM) SOUTH ON PASKENTA ROAD FROM ITS
 LU0362'INTERSECTION WITH LUTHER ROAD, 367.27 FT (111.94 M) WEST OF THE
 LU0362'CENTERLINE END RUNWAY 7, 29.5 FT (9.0 M) EAST OF THE CENTERLINE
 LU0362'PASKENTA ROAD AND 0.8 FT (24.4 CM) EAST OF THE AIRPORT BOUNDARY FENCE.
 LU0362'THE STATION IS A CORPS OF ENGINEERS, U S ARMY STANDARD DISK FASTENED
 LU0362'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FT (15.2 CM) ABOVE THE
 LU0362'GROUND.  THIS STATION IS A BENCH MARK.  SEE QUAD 401222 LINE 1018.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JS0833 ***********************************************************************
 JS0833  DESIGNATION -  Z 744
 JS0833  PID         -  JS0833
 JS0833  STATE/COUNTY-  CA/SACRAMENTO
 JS0833  USGS QUAD   -  CARMICHAEL (1992)
 JS0833
 JS0833                         *CURRENT SURVEY CONTROL
 JS0833  ___________________________________________________________________
 JS0833* NAD 83(1986)-  38 33 25.     (N)    121 17 54.     (W)     SCALED    
 JS0833* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 JS0833  ___________________________________________________________________
 JS0833  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 JS0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0833
 JS0833.The horizontal coordinates were scaled from a topographic map and have
 JS0833.an estimated accuracy of +/- 6 seconds.
 JS0833.
 JS0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0833
 JS0833.The vertical order pertains to the NGVD 29 superseded value.
 JS0833
 JS0833.The geoid height was determined by GEOID09.
 JS0833
 JS0833;                    North         East    Units  Estimated Accuracy
 JS0833;SPC CA 2     -   599,060.    2,061,160.      MT  (+/- 180 meters Scaled)
 JS0833
 JS0833                          SUPERSEDED SURVEY CONTROL
 JS0833
 JS0833  NGVD 29 (??/??/92)   25.202  (m)           82.68   (f) ADJ UNCH    2 0
 JS0833
 JS0833.Superseded values are not recommended for survey control.
 JS0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0833.See file dsdata.txt to determine how the superseded data were derived.
 JS0833
 JS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482689(NAD 83)
 JS0833
 JS0833_MARKER: DD = SURVEY DISK
 JS0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0833_STAMPING: Z 744
 JS0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0833+STABILITY: SURFACE MOTION
 JS0833
 JS0833  HISTORY     - Date     Condition        Report By
 JS0833  HISTORY     - UNK      MONUMENTED       DOD
 JS0833  HISTORY     - 1945     GOOD             CGS
 JS0833
 JS0833                          STATION DESCRIPTION
 JS0833
 JS0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JS0833'5.5 MI NE FROM PERKINS.
 JS0833'AT MATHER FIELD, 0.5 MILE SOUTH OF CONTROL TOWER, SET AT THE
 JS0833'INTERSECTION OF THE CENTER-LINES OF THE MOST NORTHWESTERLY
 JS0833'SOUTHWEST-NORTHEAST RUNWAY AND A NORTH-SOUTH TAXIWAY LEADING
 JS0833'SOUTH FROM THE CONTROL TOWER, 30.0 FEET NORTHEAST OF THE
 JS0833'CROSSING OF THE NORTHEAST-SOUTHWEST RUNWAY AND THE NORTHWEST-SOUTHEAST
 JS0833'RUNWAY, SET IN THE CONCRETE PAVING.  A CORPS OF ENGINEERS, U.S.
 JS0833'ARMY, STANDARD DISK, STAMPED Z 744.  NOTE-- TO REACH MATHER
 JS0833'FIELD FROM THE JUNCTION OF THE HIGHWAYS AT PERKINS GO NORTHEAST
 JS0833'ALONG U.S. HIGHWAY 50 5.5 MILES TO MILLS, THENCE, TURN SOUTH ALONG
 JS0833'PAVED ROAD 1.4 MILES TO THE MAIN GATE AT THE AIRFIELD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2372 ***********************************************************************
 HS2372  DESIGNATION -  Z 745
 HS2372  PID         -  HS2372
 HS2372  STATE/COUNTY-  CA/STANISLAUS
 HS2372  USGS QUAD   -  CROWS LANDING (1980)
 HS2372
 HS2372                         *CURRENT SURVEY CONTROL
 HS2372  ___________________________________________________________________
 HS2372* NAD 83(1986)-  37 24 24.     (N)    121 06 11.     (W)     SCALED    
 HS2372* NAVD 88     -        44.46   (+/-2cm)     145.9    (feet)  VERTCON   
 HS2372  ___________________________________________________________________
 HS2372  GEOID HEIGHT-         -32.58  (meters)                     GEOID09
 HS2372  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2372
 HS2372.The horizontal coordinates were scaled from a topographic map and have
 HS2372.an estimated accuracy of +/- 6 seconds.
 HS2372.
 HS2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2372
 HS2372.The vertical order pertains to the NGVD 29 superseded value.
 HS2372
 HS2372.The geoid height was determined by GEOID09.
 HS2372
 HS2372;                    North         East    Units  Estimated Accuracy
 HS2372;SPC CA 3     -   600,800.    1,946,610.      MT  (+/- 180 meters Scaled)
 HS2372
 HS2372                          SUPERSEDED SURVEY CONTROL
 HS2372
 HS2372  NGVD 29 (??/??/92)   43.708  (m)          143.40   (f) ADJ UNCH    1 2
 HS2372
 HS2372.Superseded values are not recommended for survey control.
 HS2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2372.See file dsdata.txt to determine how the superseded data were derived.
 HS2372
 HS2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG678416(NAD 83)
 HS2372
 HS2372_MARKER: DB = BENCH MARK DISK
 HS2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2372_STAMPING: Z 745 1945
 HS2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2372+STABILITY: SURFACE MOTION
 HS2372
 HS2372  HISTORY     - Date     Condition        Report By
 HS2372  HISTORY     - 1945     MONUMENTED       DOD
 HS2372  HISTORY     - 1958     GOOD             CGS
 HS2372  HISTORY     - 1965     GOOD             CGS
 HS2372
 HS2372                          STATION DESCRIPTION
 HS2372
 HS2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS2372'AT CROWS LANDING.
 HS2372'AT CROWS LANDING U.S. NAVAL AUXILIARY LANDING FIELD, IN R8E T6S
 HS2372'S20, AT THE EAST (MAIN) ENTRANCE, AT THE INTERSECTION OF A
 HS2372'NORTH-SOUTH ASPHALT ROAD, 52 FEET WEST OF THE CENTER LINE OF THE
 HS2372'ROAD, 30 1/2 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 HS2372'3 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE, 1 FOOT EAST OF
 HS2372'A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROADS, AND SET
 HS2372'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HS2372
 HS2372                          STATION RECOVERY (1965)
 HS2372
 HS2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HS2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FU2134 ***********************************************************************
 FU2134  DESIGNATION -  Z 746
 FU2134  PID         -  FU2134
 FU2134  STATE/COUNTY-  CA/KERN
 FU2134  USGS QUAD   -  FAMOSO (1968)
 FU2134
 FU2134                         *CURRENT SURVEY CONTROL
 FU2134  ___________________________________________________________________
 FU2134* NAD 83(1986)-  35 30 00.     (N)    119 10 43.     (W)     SCALED    
 FU2134* NAVD 88     -       127.64   (+/-2cm)     418.8    (feet)  VERTCON   
 FU2134  ___________________________________________________________________
 FU2134  GEOID HEIGHT-         -33.46  (meters)                     GEOID09
 FU2134  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2134
 FU2134.This mark is at Shafter-Minter Fld Airport (MIT)
 FU2134
 FU2134.The horizontal coordinates were scaled from a topographic map and have
 FU2134.an estimated accuracy of +/- 6 seconds.
 FU2134.
 FU2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2134
 FU2134.The vertical order pertains to the NGVD 29 superseded value.
 FU2134
 FU2134.The geoid height was determined by GEOID09.
 FU2134
 FU2134;                    North         East    Units  Estimated Accuracy
 FU2134;SPC CA 5     -   722,490.    1,893,070.      MT  (+/- 180 meters Scaled)
 FU2134
 FU2134                          SUPERSEDED SURVEY CONTROL
 FU2134
 FU2134  NGVD 29 (??/??/92)  126.809  (m)          416.04   (f) ADJ UNCH    1 2
 FU2134
 FU2134.Superseded values are not recommended for survey control.
 FU2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2134.See file dsdata.txt to determine how the superseded data were derived.
 FU2134
 FU2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV023306(NAD 83)
 FU2134
 FU2134_MARKER: DB = BENCH MARK DISK
 FU2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2134_STAMPING: Z 746 1945
 FU2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2134+STABILITY: SURFACE MOTION
 FU2134
 FU2134  HISTORY     - Date     Condition        Report By
 FU2134  HISTORY     - 1945     MONUMENTED       CGS
 FU2134  HISTORY     - 1956     GOOD             CGS
 FU2134  HISTORY     - 1956     GOOD             USGS
 FU2134
 FU2134                          STATION DESCRIPTION
 FU2134
 FU2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FU2134'AT SHAFTER KERN CO AIRPORT.
 FU2134'AT THE SHAFTER-KERN COUNTY AIRPORT (FORMERLY MINTER FIELD), IN
 FU2134'R26E T28S S9, AT THE MAIN ENTRANCE, MIDWAY BETWEEN THE SOUTH
 FU2134'ENDS OF FOURTH STREET AND FIFTH STREET, AT THE SOUTH END OF THE
 FU2134'FORMER PARADE GROUNDS, 115.4 FEET NORTH OF THE CENTER LINE OF THE
 FU2134'NORTH LANES OF LERDO HIGHWAY, 54.4 FEET NORTH OF THE NORTH
 FU2134'SIDE OF THE CONCRETE CURBING AROUND A CONCRETE BLOCK (FORMER
 FU2134'FOUNDATION FOR A SENTRY HOUSE), 39 1/2 FEET NORTH OF THE CENTER
 FU2134'LINE OF AN ASPHALT ROAD, 2.0 FEET SOUTH OF A WITNESS POST, 1.8
 FU2134'FEET NORTH OF THE NORTH EDGE OF AN ASPHALT SIDEWALK, AND SET IN
 FU2134'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU2134
 FU2134                          STATION RECOVERY (1956)
 FU2134
 FU2134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FU2134'AT THE SHAFTER-KERN COUNTY AIRPORT (FORMERLY MINTER FIELD), IN R 26 E
 FU2134'T 28 S S 9, AT THE MAIN ENTRANCE, MIDWAY BETWEEN THE SOUTH ENDS OF
 FU2134'FOURTH STREET AND FIFTH STREET, AT THE SOUTH END OF THE FORMER PARADE
 FU2134'GROUNDS, 115.4 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF
 FU2134'LERDO HIGHWAY, 54.4 FEET NORTH OF THE NORTH SIDE OF THE CONCRETE
 FU2134'CURBING AROUND A CONCRETE BLOCK (FORMER FOUNDATION FOR A
 FU2134'SENTRYHOUSE), 1.8 FEET NORTH OF THE NORTH EDGE OF AN ASPHALT
 FU2134'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 FU2134'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV0188 ***********************************************************************
 EV0188  DESIGNATION -  Z 747
 EV0188  PID         -  EV0188
 EV0188  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0188  USGS QUAD   -  VICTORVILLE (1993)
 EV0188
 EV0188                         *CURRENT SURVEY CONTROL
 EV0188  ___________________________________________________________________
 EV0188* NAD 83(1986)-  34 34 28.     (N)    117 20 50.     (W)     SCALED    
 EV0188* NAVD 88     -       828.39   (+/-2cm)    2717.8    (feet)  VERTCON   
 EV0188  ___________________________________________________________________
 EV0188  GEOID HEIGHT-         -31.91  (meters)                     GEOID09
 EV0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0188
 EV0188.The horizontal coordinates were scaled from a topographic map and have
 EV0188.an estimated accuracy of +/- 6 seconds.
 EV0188.
 EV0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0188
 EV0188.The vertical order pertains to the NGVD 29 superseded value.
 EV0188
 EV0188.The geoid height was determined by GEOID09.
 EV0188
 EV0188;                    North         East    Units  Estimated Accuracy
 EV0188;SPC CA 5     -   619,380.    2,059,890.      MT  (+/- 180 meters Scaled)
 EV0188
 EV0188                          SUPERSEDED SURVEY CONTROL
 EV0188
 EV0188  NGVD 29 (??/??/92)  827.551  (m)         2715.06   (f) ADJ UNCH    1 2
 EV0188
 EV0188.Superseded values are not recommended for survey control.
 EV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0188.See file dsdata.txt to determine how the superseded data were derived.
 EV0188
 EV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU681259(NAD 83)
 EV0188
 EV0188_MARKER: DB = BENCH MARK DISK
 EV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0188_STAMPING: Z 747 1945
 EV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0188+STABILITY: SURFACE MOTION
 EV0188
 EV0188  HISTORY     - Date     Condition        Report By
 EV0188  HISTORY     - 1945     MONUMENTED       CGS
 EV0188  HISTORY     - 1956     GOOD             CGS
 EV0188  HISTORY     - 1961     GOOD             CGS
 EV0188
 EV0188                          STATION DESCRIPTION
 EV0188
 EV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EV0188'4.4 MI NW FROM VICTORVILLE.
 EV0188'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM THE ATCHSION,
 EV0188'TOPEKA AND SANTA FE RAILWAY STATION AT VICTORVILLE, THENCE 1.8
 EV0188'MILES WEST ALONG OLD ADELANTO ROAD, AT THE INTERSECTION OF
 EV0188'SHAY ROAD LEADING NORTH AND A GRAVELED ROAD LEADING SOUTH TO
 EV0188'VICTOR VALLEY COUNTRY CLUB, AT A FENCE CORNER, 85 FEET EAST
 EV0188'OF THE CENTER LINE OF SHAY ROAD, 44 FEET NORTH OF THE CENTER
 EV0188'LINE OF OLD ADELANTO ROAD, 5 1/2 FEET WEST OF THE FENCE CORNER
 EV0188'POST, 2.5 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 EV0188'THAN OLD ADELANTO ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EV0188'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV0188
 EV0188                          STATION RECOVERY (1961)
 EV0188
 EV0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EV0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX1935 ***********************************************************************
 DX1935  DESIGNATION -  Z 748
 DX1935  PID         -  DX1935
 DX1935  STATE/COUNTY-  CA/ORANGE
 DX1935  USGS QUAD   -  TUSTIN (1981)
 DX1935
 DX1935                         *CURRENT SURVEY CONTROL
 DX1935  ___________________________________________________________________
 DX1935* NAD 83(1986)-  33 42 58.     (N)    117 50 38.     (W)     SCALED    
 DX1935* NAVD 88     -        20.84   (+/-2cm)      68.4    (feet)  VERTCON   
 DX1935  ___________________________________________________________________
 DX1935  GEOID HEIGHT-         -34.86  (meters)                     GEOID09
 DX1935  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1935
 DX1935.The horizontal coordinates were scaled from a topographic map and have
 DX1935.an estimated accuracy of +/- 6 seconds.
 DX1935.
 DX1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1935
 DX1935.The vertical order pertains to the NGVD 29 superseded value.
 DX1935
 DX1935.The geoid height was determined by GEOID09.
 DX1935
 DX1935;                    North         East    Units  Estimated Accuracy
 DX1935;SPC CA 6     -   672,970.    1,852,270.      MT  (+/- 180 meters Scaled)
 DX1935
 DX1935                          SUPERSEDED SURVEY CONTROL
 DX1935
 DX1935  NGVD 29 (??/??/??)   20.135  (m)           66.06   (f) ADJUSTED    1 2
 DX1935
 DX1935.Superseded values are not recommended for survey control.
 DX1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1935.See file dsdata.txt to determine how the superseded data were derived.
 DX1935
 DX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218309(NAD 83)
 DX1935
 DX1935_MARKER: DB = BENCH MARK DISK
 DX1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1935_STAMPING: Z 748 1945
 DX1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1935+STABILITY: SURFACE MOTION
 DX1935
 DX1935  HISTORY     - Date     Condition        Report By
 DX1935  HISTORY     - 1945     MONUMENTED       CGS
 DX1935  HISTORY     - 1955     GOOD             CGS
 DX1935  HISTORY     - 1958     GOOD             CGS
 DX1935
 DX1935                          STATION DESCRIPTION
 DX1935
 DX1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX1935'1 MI W FROM SANTA ANA MCAF.
 DX1935'0.5 MILE SOUTHWEST ALONG REDHILL AVENUE FROM THE MAIN ENTRANCE
 DX1935'GATE TO SANTA ANA MARINE CORPS AIR FACILITY, THENCE 0.5 MILE
 DX1935'NORTHWEST ALONG DELHI ROAD, AT THE INTERSECTION OF STATE HIGHWAY
 DX1935'55 (NEWPORT AVENUE), 33.0 FEET SOUTH OF THE CENTER LINE OF THE
 DX1935'ROAD, 31.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DX1935'16 1/2 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, ABOUT
 DX1935'LEVEL, WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DX1935'PROJECTING 0.3 ABOVE THE GROUND.  NOTE-- CONCRETE POST HAS BEEN
 DX1935'HIT CAUSING IT TO LEAN AT A SLIGHT ANGLE.  SOME OF THE CONCRETE
 DX1935'IS BROKEN OFF ITS EDGES.
 DX1935
 DX1935                          STATION RECOVERY (1958)
 DX1935
 DX1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DX1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DX2739 ***********************************************************************
 DX2739  DESIGNATION -  Z 749
 DX2739  PID         -  DX2739
 DX2739  STATE/COUNTY-  CA/RIVERSIDE
 DX2739  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2739
 DX2739                         *CURRENT SURVEY CONTROL
 DX2739  ___________________________________________________________________
 DX2739* NAD 83(1986)-  33 55 38.     (N)    117 17 16.     (W)     SCALED    
 DX2739* NAVD 88     -       468.98   (+/-2cm)    1538.6    (feet)  VERTCON   
 DX2739  ___________________________________________________________________
 DX2739  GEOID HEIGHT-         -32.80  (meters)                     GEOID09
 DX2739  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2739
 DX2739.The horizontal coordinates were scaled from a topographic map and have
 DX2739.an estimated accuracy of +/- 6 seconds.
 DX2739.
 DX2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2739
 DX2739.The vertical order pertains to the NGVD 29 superseded value.
 DX2739
 DX2739.The geoid height was determined by GEOID09.
 DX2739
 DX2739;                    North         East    Units  Estimated Accuracy
 DX2739;SPC CA 6     -   695,730.    1,904,040.      MT  (+/- 180 meters Scaled)
 DX2739
 DX2739                          SUPERSEDED SURVEY CONTROL
 DX2739
 DX2739  NGVD 29 (??/??/??)  468.211  (m)         1536.12   (f) ADJUSTED    1 2
 DX2739
 DX2739.Superseded values are not recommended for survey control.
 DX2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2739.See file dsdata.txt to determine how the superseded data were derived.
 DX2739
 DX2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT734541(NAD 83)
 DX2739
 DX2739_MARKER: DB = BENCH MARK DISK
 DX2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2739_STAMPING: Z 749 1945
 DX2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2739+STABILITY: SURFACE MOTION
 DX2739
 DX2739  HISTORY     - Date     Condition        Report By
 DX2739  HISTORY     - 1945     MONUMENTED       CGS
 DX2739  HISTORY     - 1968     GOOD             CGS
 DX2739  HISTORY     - 1968     GOOD             MWDSC
 DX2739
 DX2739                          STATION DESCRIPTION
 DX2739
 DX2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DX2739'1.7 MI NW FROM MARCH FIELD.
 DX2739'1.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2739'RAILWAY FROM THE STATION AT MARCH FIELD, SET BETWEEN THE
 DX2739'TRACK AND U.S. HIGHWAY NO. 395, 64.5 FEET SOUTHWEST OF THE
 DX2739'SOUTHWEST EDGE OF THE HIGHWAY, 43.6 FEET NORTHEAST OF THE
 DX2739'NORTHEAST RAIL OF TRACK, 20 FEET SOUTHEAST OF POST, IRON BENCH
 DX2739'MARK DISK SET IN TOP OF A CONCRETE POST 0.4 FOOT ABOVE THE
 DX2739'GROUND.
 DX2739
 DX2739                          STATION RECOVERY (1968)
 DX2739
 DX2739'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 DW0245 ***********************************************************************
 DW0245  DESIGNATION -  Z 750
 DW0245  PID         -  DW0245
 DW0245  STATE/COUNTY-  CA/IMPERIAL
 DW0245  USGS QUAD   -  KANE SPRING NE (1992)
 DW0245
 DW0245                         *CURRENT SURVEY CONTROL
 DW0245  ___________________________________________________________________
 DW0245* NAD 83(1986)-  33 10 34.     (N)    115 51 20.     (W)     SCALED    
 DW0245* NAVD 88     -       -32.67   (+/-2cm)    -107.2    (feet)  VERTCON   
 DW0245  ___________________________________________________________________
 DW0245  GEOID HEIGHT-         -34.12  (meters)                     GEOID09
 DW0245  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0245
 DW0245.The horizontal coordinates were scaled from a topographic map and have
 DW0245.an estimated accuracy of +/- 6 seconds.
 DW0245.
 DW0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0245
 DW0245.The vertical order pertains to the NGVD 29 superseded value.
 DW0245
 DW0245.The geoid height was determined by GEOID09.
 DW0245
 DW0245;                    North         East    Units  Estimated Accuracy
 DW0245;SPC CA 6     -   612,020.    2,036,790.      MT  (+/- 180 meters Scaled)
 DW0245
 DW0245                          SUPERSEDED SURVEY CONTROL
 DW0245
 DW0245  NGVD 29 (??/??/??)  -33.315  (m)         -109.30   (f) ADJUSTED    1 2
 DW0245
 DW0245.Superseded values are not recommended for survey control.
 DW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0245.See file dsdata.txt to determine how the superseded data were derived.
 DW0245
 DW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS066713(NAD 83)
 DW0245
 DW0245_MARKER: DB = BENCH MARK DISK
 DW0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0245_STAMPING: Z 750 1945
 DW0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0245+STABILITY: SURFACE MOTION
 DW0245
 DW0245  HISTORY     - Date     Condition        Report By
 DW0245  HISTORY     - 1945     MONUMENTED       CGS
 DW0245  HISTORY     - 1956     GOOD             CGS
 DW0245
 DW0245                          STATION DESCRIPTION
 DW0245
 DW0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0245'1.3 MI SW FROM SALTON SEA BASE.
 DW0245'1.3 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE MAIN GATE TO
 DW0245'THE SALTON SEA BASE, AT A CURVE, AT A POINT WHERE A POWER LINE
 DW0245'CROSSES THE ROAD, AT THE FORMER LOCATION OF THE MAIN GATE, ACROSS
 DW0245'THE ROAD FROM A TRANSFORMER STATION, 29 FEET SOUTH OF THE CENTER
 DW0245'LINE OF THE ROAD, 4 FEET SOUTH OF POWER LINE POLE 1201N, 0.8
 DW0245'FOOT NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 DW0245'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 DW0245'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0207 ***********************************************************************
 EU0207  DESIGNATION -  Z 751
 EU0207  PID         -  EU0207
 EU0207  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0207  USGS QUAD   -  RICE (1983)
 EU0207
 EU0207                         *CURRENT SURVEY CONTROL
 EU0207  ___________________________________________________________________
 EU0207* NAD 83(1986)-  34 04 45.     (N)    114 49 45.     (W)     SCALED    
 EU0207* NAVD 88     -       285.91   (+/-2cm)     938.0    (feet)  VERTCON   
 EU0207  ___________________________________________________________________
 EU0207  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 EU0207  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0207
 EU0207.The horizontal coordinates were scaled from a topographic map and have
 EU0207.an estimated accuracy of +/- 6 seconds.
 EU0207.
 EU0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0207
 EU0207.The vertical order pertains to the NGVD 29 superseded value.
 EU0207
 EU0207.The geoid height was determined by GEOID09.
 EU0207
 EU0207;                    North         East    Units  Estimated Accuracy
 EU0207;SPC CA 5     -   568,860.    2,292,610.      MT  (+/- 180 meters Scaled)
 EU0207
 EU0207                          SUPERSEDED SURVEY CONTROL
 EU0207
 EU0207  NGVD 29 (??/??/??)  285.261  (m)          935.89   (f) ADJUSTED    1 1
 EU0207
 EU0207.Superseded values are not recommended for survey control.
 EU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0207.See file dsdata.txt to determine how the superseded data were derived.
 EU0207
 EU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT003730(NAD 83)
 EU0207
 EU0207_MARKER: DB = BENCH MARK DISK
 EU0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0207_SP_SET: ABUTMENT
 EU0207_STAMPING: Z 751 1945
 EU0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0207
 EU0207  HISTORY     - Date     Condition        Report By
 EU0207  HISTORY     - 1945     MONUMENTED       CGS
 EU0207  HISTORY     - 1976     GOOD             NGS
 EU0207
 EU0207                          STATION DESCRIPTION
 EU0207
 EU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EU0207'1.2 MI E FROM RICE.
 EU0207'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.25 MILES EAST
 EU0207'OF THE STATION AT RICE, 0.9 MILE WEST OF THE MAIN ENTRANCE TO
 EU0207'RICE ARMY AIR FIELD, 6 POLES WEST OF MILEPOST 139, SET IN THE
 EU0207'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILWAY
 EU0207'BRIDGE 139 A, 5.8 FEET SOUTH OF THE SOUTH RAIL, 1.0 FOOT BELOW
 EU0207'BASE OF RAILS.  A BRONZE DISK, STAMPED Z 751 1945.
 EU0207
 EU0207                          STATION RECOVERY (1976)
 EU0207
 EU0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0207'1.35 MILE EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0207'RAILROAD TRACKS LEADING SOUTH AT RICE, IN TOP OF THE SOUTH END OF THE
 EU0207'EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 139 2, 0.2 MILE WEST
 EU0207'OF MILEPOST 139, 5.5 FT. SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 FT0380 ***********************************************************************
 FT0380  DESIGNATION -  Z 752
 FT0380  PID         -  FT0380
 FT0380  STATE/COUNTY-  CA/INYO
 FT0380  USGS QUAD   -  TRONA EAST (1982)
 FT0380
 FT0380                         *CURRENT SURVEY CONTROL
 FT0380  ___________________________________________________________________
 FT0380* NAD 83(1986)-  35 49 12.     (N)    117 21 04.     (W)     SCALED    
 FT0380* NAVD 88     -       527.813  (meters)    1731.67   (feet)  ADJUSTED  
 FT0380  ___________________________________________________________________
 FT0380  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 FT0380  DYNAMIC HT  -         527.264 (meters)    1729.87  (feet)  COMP
 FT0380  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 FT0380
 FT0380  VERT ORDER  -  SECOND    CLASS 0
 FT0380
 FT0380.The horizontal coordinates were scaled from a topographic map and have
 FT0380.an estimated accuracy of +/- 6 seconds.
 FT0380.
 FT0380.The orthometric height was determined by differential leveling and
 FT0380.adjusted in June 1991.
 FT0380
 FT0380.The geoid height was determined by GEOID09.
 FT0380
 FT0380.The dynamic height is computed by dividing the NAVD 88
 FT0380.geopotential number by the normal gravity value computed on the
 FT0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0380.degrees latitude (g = 980.6199 gals.).
 FT0380
 FT0380.The modeled gravity was interpolated from observed gravity values.
 FT0380
 FT0380;                    North         East    Units  Estimated Accuracy
 FT0380;SPC CA 4     -   555,280.    2,149,010.      MT  (+/- 180 meters Scaled)
 FT0380
 FT0380                          SUPERSEDED SURVEY CONTROL
 FT0380
 FT0380  NGVD 29 (??/??/92)  527.001  (m)         1729.00   (f) ADJ UNCH    2 0
 FT0380
 FT0380.Superseded values are not recommended for survey control.
 FT0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0380.See file dsdata.txt to determine how the superseded data were derived.
 FT0380
 FT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV682640(NAD 83)
 FT0380
 FT0380_MARKER: DB = BENCH MARK DISK
 FT0380_SETTING: 80 = SET IN A BOULDER
 FT0380_SP_SET: BOULDER
 FT0380_STAMPING: Z 752 1945
 FT0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0380+STABILITY: SURFACE MOTION
 FT0380
 FT0380  HISTORY     - Date     Condition        Report By
 FT0380  HISTORY     - 1945     MONUMENTED       CGS
 FT0380
 FT0380                          STATION DESCRIPTION
 FT0380
 FT0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FT0380'4.5 MI N FROM TRONA.
 FT0380'IN INYO COUNTY, 4.5 MILES NORTH OF TRONA, SAN BERNARDINO COUNTY.
 FT0380'THIS BENCH MAY BE REACHED FROM THE AMERICAN POTASH AND CHEMICAL
 FT0380'CO. ADMINISTRATION BUILDING BY GOING 1.8 MILES NORTH ALONG THE
 FT0380'PAVED ROAD LEADING TO STOVEPIPE WELLS HOTEL, THENCE 2.7 MILES
 FT0380'NORTH ALONG AN OLD DIRT ROAD.  IT IS 0.4 MILE SOUTH OF THE
 FT0380'INTERSECTION OF A DIRT ROAD AT THE POINT WHERE THE OLD ROAD
 FT0380'BEGINS A CLIMB TO THE NORTH AWAY FROM THE NORTH EDGE OF A WASH,
 FT0380'0.1 MILE SOUTH OF A SLIGHT CURVE IN THE OLD ROAD, AT THE POINT
 FT0380'WHERE THE ROAD PASSES THROUGH A GROUP OF GRANITE BOULDERS, NEAR
 FT0380'THE NORTH EDGE OF THE GROUP OF ROCKS, 33.5 FEET EAST OF THE
 FT0380'CENTERLINE OF THE ROAD, 10 FEET NORTHEAST OF A 2-1/2-FOOT-HIGH
 FT0380'BOULDER PAINTED BM AND IN THE TOP OF A 4- BY 3-FOOT GRANITE
 FT0380'BOULDER WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.  AN IRON
 FT0380'BENCH-MARK DISK, STAMPED Z 752 1945.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EU0282 ***********************************************************************
 EU0282  DESIGNATION -  Z 753
 EU0282  PID         -  EU0282
 EU0282  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0282  USGS QUAD   -  NEEDLES (1975)
 EU0282
 EU0282                         *CURRENT SURVEY CONTROL
 EU0282  ___________________________________________________________________
 EU0282* NAD 83(1992)-  34 45 50.07501(N)    114 37 11.98427(W)     ADJUSTED  
 EU0282* NAVD 88     -       279.013  (meters)     915.40   (feet)  ADJUSTED  
 EU0282  ___________________________________________________________________
 EU0282  EPOCH DATE  -        1991.35
 EU0282  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC09
 EU0282  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 EU0282  DYNAMIC HT  -         278.727 (meters)     914.46  (feet)  COMP
 EU0282  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 EU0282
 EU0282  HORZ ORDER  -  SECOND
 EU0282  VERT ORDER  -  FIRST     CLASS II
 EU0282
 EU0282.This mark is at Needles Airport (EED)
 EU0282
 EU0282.The horizontal coordinates were established by classical geodetic methods
 EU0282.and adjusted by the National Geodetic Survey in June 1996.
 EU0282.
 EU0282.The orthometric height was determined by differential leveling and
 EU0282.adjusted in June 1991.
 EU0282
 EU0282.The Laplace correction was computed from DEFLEC09 derived deflections.
 EU0282
 EU0282.The geoid height was determined by GEOID09.
 EU0282
 EU0282.The dynamic height is computed by dividing the NAVD 88
 EU0282.geopotential number by the normal gravity value computed on the
 EU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0282.degrees latitude (g = 980.6199 gals.).
 EU0282
 EU0282.The modeled gravity was interpolated from observed gravity values.
 EU0282
 EU0282;                    North         East     Units Scale Factor Converg.
 EU0282;SPC CA 5     -   645,400.663 2,309,355.635   MT  0.99992215   +1 55 35.9
 EU0282;SPC CA 5     - 2,117,452.01  7,576,610.95   sFT  0.99992215   +1 55 35.9
 EU0282;SPC AZ W     -   417,744.062   133,716.482   MT  1.00001149   -0 29 45.9
 EU0282;SPC AZ W     - 1,370,551.38    438,702.37   iFT  1.00001149   -0 29 45.9
 EU0282;UTM  11      - 3,849,442.549   717,823.371   MT  1.00018483   +1 21 27.4
 EU0282
 EU0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0282!SPC CA 5     -   0.99996100  x   0.99992215  =   0.99988315
 EU0282!SPC AZ W     -   0.99996100  x   1.00001149  =   0.99997249
 EU0282!UTM  11      -   0.99996100  x   1.00018483  =   1.00014582
 EU0282
 EU0282                          SUPERSEDED SURVEY CONTROL
 EU0282
 EU0282  NAD 83(1992)-  34 45 50.07521(N)    114 37 11.98434(W) AD(1984.00) 2
 EU0282  NAD 83(1986)-  34 45 50.08288(N)    114 37 11.99263(W) AD(1984.00) 2
 EU0282  NAD 27      -  34 45 50.05900(N)    114 37 09.12000(W) AD(       ) 2
 EU0282  NGVD 29 (??/??/??)  278.340  (m)          913.19   (f) ADJUSTED    1 2
 EU0282
 EU0282.Superseded values are not recommended for survey control.
 EU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0282.See file dsdata.txt to determine how the superseded data were derived.
 EU0282
 EU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1782349442(NAD 83)
 EU0282
 EU0282_MARKER: DB = BENCH MARK DISK
 EU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0282_STAMPING: Z 753 1945
 EU0282_MARK LOGO: CGS   
 EU0282_PROJECTION: PROJECTING 10 CENTIMETERS
 EU0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 EU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0282+STABILITY: SURFACE MOTION
 EU0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EU0282+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 EU0282
 EU0282  HISTORY     - Date     Condition        Report By
 EU0282  HISTORY     - 1950     MONUMENTED       CGS
 EU0282  HISTORY     - 1951     GOOD             CGS
 EU0282  HISTORY     - 1981     GOOD             NGS
 EU0282  HISTORY     - 20030728 GOOD             JOHFRA
 EU0282  HISTORY     - 20030728 GOOD             JOHFRA
 EU0282  HISTORY     - 20050801 GOOD             GEOCAC
 EU0282
 EU0282                          STATION DESCRIPTION
 EU0282
 EU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 EU0282'B.M. Z 753 IS A STANDARD BENCH MARK DISK SET IN A
 EU0282'10 INCH SQUARE CONCRETE POST, 2.9 FEET WEST OF THE NORTHWEST
 EU0282'CORNER OF THE ADMINISTRATION BUILDING, AND ABOUT THE SAME
 EU0282'ELEVATION AS STATION NEEDLES AIRPORT.  STAMPED Z 753 1945.
 EU0282
 EU0282                          STATION RECOVERY (1951)
 EU0282
 EU0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 EU0282'5 MI S FROM NEEDLES.
 EU0282'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 13.1 FEET
 EU0282'NORTH OF THE NORTH EDGE OF THE CONCRETE PORCH IN FRONT OF THE
 EU0282'STUCCO BUILDING FORMERLY OCCUPIED BY TRANSCONTINENTAL AND WESTERN
 EU0282'AIR, INC., AND 2.9 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 EU0282'OF THE BUILDING.  A STANDARD DISK, STAMPED Z 753 1945 AND SET IN
 EU0282'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 EU0282'NOTE-- THE STATION WAS USED AS REFERENCE MARK NO. 1 FOR TRIANGULATION
 EU0282'STATION NEEDLES AIRPORT.
 EU0282
 EU0282                          STATION RECOVERY (1981)
 EU0282
 EU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0282'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 EU0282'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.3 KM (1.45 MI) WEST ALONG
 EU0282'NEEDLES AIRPORT ROAD, AT THE NEEDLES MUNICIPAL AIRPORT, 0.9 METER 2.9
 EU0282'FT) WEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 12.5
 EU0282'METERS (41 FT) EAST OF THE FLAG POLE, 24.4 METERS (80 FT) NORTHEAST OF
 EU0282'TRAINGULATION STATION NEEDLES AIRPORT. THIS MARK IS REFERENCE MARK 1
 EU0282'OF HORIZONTAL STATION NEEDLES AIRPORT.
 EU0282'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 EU0282
 EU0282                          STATION RECOVERY (2003)
 EU0282
 EU0282'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF)
 EU0282'HANDHELD GPS POSITION - N 34-45-50.0, W 114-37-12.3
 EU0282
 EU0282                          STATION RECOVERY (2003)
 EU0282
 EU0282'RECOVERY NOTE BY JOHNSON-FRANK 2003
 EU0282'RECOVERED IN GOOD CONDITION.
 EU0282
 EU0282                          STATION RECOVERY (2005)
 EU0282
 EU0282'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EU0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 EV2981 ***********************************************************************
 EV2981  DESIGNATION -  Z 97
 EV2981  PID         -  EV2981
 EV2981  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2981  USGS QUAD   -  GUASTI (1981)
 EV2981
 EV2981                         *CURRENT SURVEY CONTROL
 EV2981  ___________________________________________________________________
 EV2981* NAD 83(1986)-  34 03 19.     (N)    117 37 30.     (W)     SCALED    
 EV2981* NAVD 88     -       285.72   (+/-2cm)     937.4    (feet)  VERTCON   
 EV2981  ___________________________________________________________________
 EV2981  GEOID HEIGHT-         -33.40  (meters)                     GEOID09
 EV2981  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2981
 EV2981.The horizontal coordinates were scaled from a topographic map and have
 EV2981.an estimated accuracy of +/- 6 seconds.
 EV2981.
 EV2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2981
 EV2981.The vertical order pertains to the NGVD 29 superseded value.
 EV2981
 EV2981.The geoid height was determined by GEOID09.
 EV2981
 EV2981;                    North         East    Units  Estimated Accuracy
 EV2981;SPC CA 5     -   561,660.    2,034,620.      MT  (+/- 180 meters Scaled)
 EV2981
 EV2981                          SUPERSEDED SURVEY CONTROL
 EV2981
 EV2981  NGVD 29 (??/??/92)  284.961  (m)          934.91   (f) ADJ UNCH    1 2
 EV2981
 EV2981.Superseded values are not recommended for survey control.
 EV2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2981.See file dsdata.txt to determine how the superseded data were derived.
 EV2981
 EV2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT423684(NAD 83)
 EV2981
 EV2981_MARKER: DB = BENCH MARK DISK
 EV2981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2981_SP_SET: CULVERT
 EV2981_STAMPING: Z 97 1932
 EV2981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2981
 EV2981  HISTORY     - Date     Condition        Report By
 EV2981  HISTORY     - 1932     MONUMENTED       CGS
 EV2981  HISTORY     - 1934     MARK NOT FOUND   CGS
 EV2981  HISTORY     - 1952     MARK NOT FOUND   CGS
 EV2981
 EV2981                          STATION DESCRIPTION
 EV2981
 EV2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EV2981'1.5 MI E FROM ONTARIO.
 EV2981'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM ONTARIO,
 EV2981'SAN BERNARDINO COUNTY, AND IN THE SOUTHWEST CORNER OF CULVERT
 EV2981'39.34.  A STANDARD DISK, STAMPED Z 97 1932.  NOTE-- APPARENTLY
 EV2981'CULVERT 39.34 HAS BEEN REBUILT, AS THE DATE 1-12-50 NOW APPEARS
 EV2981'ON THE STRUCTURE.
 EV2981
 EV2981                          STATION RECOVERY (1952)
 EV2981
 EV2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 EV2981'MARK NOT FOUND.

 *** retrieval complete.
 Elapsed Time = 00:01:09

 -----------------------------------------------------------------------------
 -   This listing contains control for which complete digital                -
 -   data sheets where not provided.  The complete data sheets were          -
 -   not provided for the reason listed below.  The reason below is          -
 -   associated with a horizontal control Nonpub code shown under            -
 -   the heading 'H' and/or a vertical control Nonpub code shown under       -
 -   the heading 'v'                                                         -
 -                                                                           -
 -   The format of the records are as follows:                               -
 -       Pid  = Station Permanent Identifier)                                -
 -       Name = Station Designation                                          -
 -       Lat  = Approx. Latitude (Degrees, Minutes, truncated Seconds)       -
 -       Lon  = Approx. Longitude (Degrees, Minutes, truncated Seconds)      -
 -       O    = Horizontal Order                                             -
 -       o    = Vertical Order                                               -
 -       H    = Horizontal Nonpub Code                                       -
 -       v    = Vertical Nonpub Code                                         -
 -                                                                           -
 -       H Nonpub HORIZONTAL CONTROL NONPUB REASON                           -
 -       -------- --------------------------------                           -
 -       A        CORS site is not active                                    -
 -       B        Station is a RBN antenna                                   -
 -       C        Not a publishable datum within the state                   -
 -       D        No descriptive text available                              -
 -       L        CORS L1 Phase Center is not publishable                    -
 -       N        No geodetic control                                        -
 -       O        Outside NGS publication area                               -
 -       P        Purpose of position is not for network control             -
 -       R        Restricted position                                        -
 -       T        Station is a temporary point/bench mark                    -
 -       V        Station is a VOR antenna                                   -
 -       W        Weakly determined position                                 -
 -       X        Surface mark reported destroyed                            -
 -       Y        Surface and underground mark reported destroyed            -
                                                                             -
 -       v Nonpub VERTICAL CONTROL NONPUB REASON                             -
 -       -------- ------------------------------                             -
 -       A        CORS site is not active                                    -
 -       D        No descriptive text available                              -
 -       F        Bench mark not yet adjusted                                -
 -       N        No geodetic control                                        -
 -       L        CORS L1 Phase Center is not publishable                    -
 -       O        Outside NGS publication area                               -
 -       R        Restricted elevation                                       -
 -       S        Mark is in a subsidence area                               -
 -       T        Station is a temporary point/bench mark                    -
 -       X        Surface mark reported destroyed                            -
 -       Y        Surface and underground mark reported destroyed            -
 -       Z        Presumed destroyed                                         -
 -                                                                           -
 -                                                                           -
 -   NOTE - Stations found in this listing may still have a valid            -
 -          datasheet produced by use of other publishable values.           -
 -          For example, an ADJUSTED height may be non-publishable           -
 -          but a good GPS height might be found on the datasheet.           -
 -          This listing does not imply that values found on the datasheet   -
 -          are restricted.  If it's on the datasheet, use it.               -
 -                                                                           -
 -----------------------------------------------------------------------------
  Pid    Name                           Lat        Lon        Elev      O o Hv
  ------ ----------------------------- ---------- ----------- --------- - - --
 >HS4292 114 USGS                      37 25 58. /121 06 01.      34.     3 XX
 >GU2601 15 USGS                       36 50 29. /121 24 17.      90.     1 XX
 >DC0788 15 USN                        32 41 26. /117 12 16.       7.     1 DD
 >GU2606 16 USGS                       36 51 05. /121 24 13.      89.     1 XX
 >EV2297 2289.22                       34 54 14. /117 52 51.     698.     1 DD
 >HT1943 23 PORT OF OAKLAND            37 43 47. /122 12 34.       .218   1 DZ
 >KS1310 2INT RUNWAYS                  39 29 42. /121 37 06.      59.     1 DD
 >KS1309 2INT RUNWAYS                  39 05 53. /121 34 14.      19.     1 DD
 >KS1311 2SW END SW NE RUNWAY          39 29 03. /121 37 41.      57.     1 DD
 >DC0843 35 USN                        32 42 20. /117 11 42.       9.     1 DD
 >DC0847 42 USN                        32 42 29. /117 11 34.       7.     1 DD
 >DC1197 452 USGS                      32 53 03. /117 08 09.     138.     1 XX
 >DX1945 47.312                        33 40 18. /117 52 01.      14.     1 XX
 >DW0261 5 USN                         33 11 37. /115 50 08.    -67.909   2 DZ
 >DB0554 5 USN                         32 50 35. /115 16 37.      17.     1 XX
 >DW0261 5 USN                         33 11 37. /115 50 08.    -67.909   2 DZ
 >DB0554 5 USN                         32 50 35. /115 16 37.      17.     1 XX
 >HT1941 50 00 USE                     37 43 58. /122 12 50.       .163   1 DZ
 >DC0844 51 USN                        32 42 39. /117 11 40.       6.     1 DD
 >EV1196 55 30 00                      34 06 16. /117 14 59.     330.     1 DD
 >EV1195 55 44 00                      34 06 16. /117 14 59.     330.     1 DD
 >GT1592 6                             36 46 37. /119 42 48.     101.     1 XX
 >KS1298 62.4                          39 06 36. /121 33 15.      20.     1 DD
 >HS0392 63 USE                        37 57 27. /121 17 26.       4.     1 XX
 >GT1588 9                             36 46 14. /119 43 02.     100.     1 XX
 >EV2975 916                           34 03 10. /117 36 23.     279.     1 DD
 >HS3489 A 738                         37 41 14. /121 41 48.     189.     1 XX
 >JS1015 A 744                         38 33 35. /121 29 09.       6.     1 XX
 >JS2104 A 745                         38 14 40. /121 57 05.       8.     1 XX
 >HS4192 A 746                         37 24 29. /121 06 24.     43.892   2 DZ
 >EW1611 A 748                         34 01 03. /118 27 30.     45.671   1 DZ
 >DC1207 B 132                         32 52 41. /117 10 28.     114.     1 XX
 >HT0529 B 5 USGS                      37 38 27. /122 25 04.      10.     1 XX
 >HT0246 B 51 USGS                     37 44 13. /122 10 25.      10.     1 XX
 >LV0485 B 735                         40 46 49. /124 12 34.       3.     1 DD
 >HS3491 B 738                         37 40 47. /121 42 21.     194.     1 XX
 >GU2006 B 739                         36 40 23. /121 37 54.      21.     1 XX
 >JS2108 B 745                         38 15 29. /121 56 26.      18.     1 XX
 >DZ0164 C 65                          34 45 28. /120 23 02.     114.     1 XX
 >FU1729 C 747                         35 25 35. /119 02 17.     149.     1 XX
 >DW0250 COR 5 USN                     33 10 36. /115 50 21.    -63.813   1 DZ
 >DB0760 D 612                         32 47 46. /115 40 23.     -12.     1 XX
 >HS3494 D 738                         37 40 54. /121 42 08.     195.     1 XX
 >GU2135 D 739                         36 51 55. /121 46 16.      53.     1 XX
 >KS1098 D 743                         39 45 09. /121 50 48.      63.     1 XX
 >HS4190 D 746                         37 24 05. /121 06 39.     50.203   2 DZ
 >DY1351 D 748                         33 55 52. /118 23 30.      31.     1 XX
 >LV0478 D 75                          40 53 21. /124 04 47.      17.     1 DD
 >JS1966 E 191                         38 14 37. /121 57 50.       7.     1 XX
 >DZ0175 E 65                          34 47 58. /120 26 24.    125.193   1 DZ
 >HT0233 E 738                         37 39 48. /122 07 08.      11.     1 XX
 >LU0197 E 742                         40 28 21. /122 17 37.     128.     1 XX
 >KS1099 E 743                         39 45 13. /121 50 36.      63.     1 XX
 >HS0096 E 745 SJHD                    37 55 28. /121 15 50.       6.     3 XX
 >GT1595 E 746                         36 46 46. /119 42 58.    101.699   2 DZ
 >FU0494 E 752 USN                     35 02 51. /118 09 26.     832.     1 XX
 >DX0788 E 753                         33 49 54. /116 32 44.     148.     1 XX
 >DW0734 F 133 RM 2                    33 36 37. /114 40 20.     102.     1 XX
 >DY1541 F 418                         33 57 51. /118 22 15.      31.     1 XX
 >HT0231 F 738                         37 40 00. /122 07 06.      11.     1 XX
 >KS1102 F 743                         39 46 36. /121 50 37.      60.     1 XX
 >JS1024 F 744                         38 30 54. /121 30 00.       5.     1 XX
 >HS0098 F 745                         37 54 42. /121 15 31.       6.     1 XX
 >GT1590 F 746                         36 46 27.8/119 42 30.4    101.   3 1 XX
 >DY1368 F 748                         33 56 44. /118 22 43.     28.398   1 DZ
 >EW2042 G 36                          34 09 42. /118 16 59.     145.     1 XX
 >DY1543 G 418                         33 57 49. /118 22 17.      31.     1 XX
 >DZ0187 G 65                          34 51 54. /120 26 40.    101.746   1 DZ
 >HT0229 G 738                         37 39 56. /122 07 05.      11.     1 XX
 >GU2022 G 739                         36 41 54. /121 39 10.     22.572   1 DZ
 >DZ0166 G 740                         34 45 32. /120 24 22.     104.     1 XX
 >LU0025 G 742                         40 31 12. /122 18 09.     153.     1 XX
 >JS2424 G 744                         38 30 49. /121 29 40.      5.772   1 DZ
 >EW0556 G 747                         34 42 11. /118 13 08.     712.     2 XX
 >DY1367 G 748                         33 56 16. /118 22 42.     27.356   1 DZ
 >LV0297 G 75                          40 50 36. /124 04 54.       3.     1 XX
 >HR0957 G 754                         37 21 42. /118 22 01.   1252.141   1 DZ
 >DZ0173 G G 65                        34 47 05. /120 26 03.    109.897   1 DZ
 >DX0790 GWM 3                         33 49 57. /116 32 47.     149.     1 XX
 >DX0791 GWM 3 RM                      33 49 49. /116 32 47.     147.     1 XX
 >DW0440 H 132                         33 42 27. /115 21 58.     256.     1 XX
 >EV2303 H 68                          34 55 03. /117 52 46.     698.     1 XX
 >LV0348 H 735                         40 51 08. /124 09 44.       4.     1 XX
 >HT0221 H 738                         37 40 33. /122 06 36.      17.     1 XX
 >EW2383 H 740                         34 13 05. /118 29 01.    240.006   1 DZ
 >KS0929 H 743                         39 06 45. /121 34 13.      19.     1 XX
 >JS0981 H 744                         38 39 12. /121 23 22.      23.     1 XX
 >GT0859 H 746                         36 19 33. /119 23 50.      88.     1 XX
 >DY1744 H 748                         33 48 03. /118 20 26.      32.     1 XX
 >FU0554 H 89                          35 31 30. /119 11 17.     134.     1 XX
 >DY1545 J 418                         33 57 47. /118 22 24.      31.     1 XX
 >EW1585 J 50                          34 00 46. /118 29 48.      20.     1 XX
 >LV0345 J 735                         40 51 55. /124 09 00.       2.     1 XX
 >EW2388 J 740                         34 12 46. /118 29 32.     239.     3 XX
 >DC0670 J 741                         32 35 03. /117 06 19.       5.     1 XX
 >JS0991 J 744                         38 36 39. /121 26 06.      14.     1 XX
 >DX0794 J 753                         33 51 22. /116 32 44.     181.     1 XX
 >DY1733 K 615                         33 48 25. /118 21 23.      24.     1 XX
 >DZ1085 K 739                         34 53 27. /120 27 56.     65.570   1 DZ
 >HS0099 K 745                         37 54 07. /121 15 17.       6.     1 XX
 >EW0558 K 747                         34 42 12. /118 14 09.     716.     2 XX
 >DY1746 K 748                         33 47 30. /118 19 57.      41.     1 XX
 >DC0768 K 750                         32 38 38. /117 08 46.       4.     1 DD
 >DX1849 L 130                         33 40 37. /117 45 38.      59.     1 XX
 >KS0920 L 18                          39 08 06. /121 35 15.      24.     1 XX
 >DY1182 L 50                          33 59 50. /118 28 50.       8.     1 XX
 >DZ0137 L 65                          34 57 10. /120 26 09.      67.     1 XX
 >GU2610 L 738                         36 52 06. /121 24 03.      79.     1 XX
 >DZ0117 L 739                         34 53 28. /120 26 40.     80.416   1 DZ
 >HS0050 L 745 C OF SF                 37 37 26. /121 16 48.      31.     3 XX
 >DC0775 L 750                         32 40 13. /117 09 51.       4.     1 XX
 >GU2241 M 20                          36 53 44. /121 44 44.       9.     1 XX
 >LV0477 M 735                         40 52 01. /124 06 10.       4.     1 DD
 >DW0435 M 751                         33 42 49. /115 23 59.     270.     1 XX
 >KS0937 N 18                          39 05 55. /121 32 43.      20.     1 XX
 >HS0051 N 192                         37 37 08. /121 16 28.      30.     1 XX
 >GU2243 N 20                          36 53 45. /121 44 32.       8.     1 XX
 >DY0089 N 51                          33 52 22. /118 01 44.      17.     1 XX
 >DB0761 N 59                          32 47 54. /115 39 25.     -12.     1 XX
 >EW0550 N 747                         34 42 14. /118 11 00.     706.     2 XX
 >DX1953 N 748                         33 40 27. /117 51 56.      14.     1 XX
 >DB0558 N 750                         32 50 18. /115 16 18.      14.     1 XX
 >DW0744 N 751                         33 36 48. /114 42 51.     119.     1 XX
 >EV0195 N 752                         34 34 58. /117 22 08.     878.     1 DD
 >DX0645 O 70                          33 37 31. /116 07 34.    -41.747   1 DZ
 >HT0254 OAKLAND 10                    37 44 34. /122 10 28.      10.     1 XX
 >DZ0114 P 739                         34 52 34. /120 26 10.     112.     1 XX
 >EW6032 P 740                         34 12 40. /119 05 03.     22.579   1 DZ
 >HS0044 P 745                         37 35 41. /121 17 14.      39.     2 XX
 >EW0545 P 747                         34 42 14. /118 08 59.    711.009   2 DZ
 >DX1955 P 748                         33 40 27. /117 51 56.      13.     1 XX
 >EV2973 P 749                         34 03 11. /117 36 23.    278.685   1 DZ
 >DW0753 P 751                         33 36 34. /114 44 05.     119.     1 XX
 >HS2365 PAT                           37 26 06. /121 06 05.      34.     1 XX
 >HS4295 PAT RM 1                      37 26 08. /121 06 06.      34.     1 XX
 >HS4314 PAT RM 2                      37 26 08. /121 06 06.      34.     2 DD
 >EW2391 PK                            34 12 55. /118 29 35.    239.463   1 DZ
 >EW2391 PK                            34 12 55. /118 29 35.    239.463   1 DZ
 >DX0783 Q                             33 49 25. /116 31 24.     130.     1 XX
 >GT1604 Q 691                         36 47 18. /119 42 00.     106.     1 XX
 >DX0663 Q 70                          33 39 45. /116 09 32.     -29.     1 XX
 >HT0536 Q 737 C OF SF                 37 37 31. /122 23 30.       1.     1 XX
 >DZ0135 Q 739                         34 57 11. /120 25 33.     69.160   1 DZ
 >GT1045 Q 746                         36 15 07. /119 56 41.      75.     3 XX
 >EW0544 Q 747                         34 42 13. /118 09 02.    710.367   2 DZ
 >EV2976 Q 749                         34 03 11. /117 36 32.    276.684   1 DZ
 >DX0777 Q 753                         33 49 26. /116 30 43.     129.     1 XX
 >HT0530 R 109                         37 37 51. /122 24 42.       7.     1 XX
 >FU0471 R 49                          35 03 08. /118 10 25.     842.     1 XX
 >JT1118 R 735                         38 30 38. /122 48 21.      34.     1 XX
 >JS0985 R 744                         38 38 49. /121 23 50.      21.     1 XX
 >HS0040 R 745                         37 35 56. /121 18 33.      55.     2 XX
 >DX1946 R 748                         33 40 19. /117 51 59.      15.     1 XX
 >DW0749 R 751                         33 36 47. /114 43 35.     120.     1 XX
 >DX0656 R 753                         33 38 30. /116 09 50.     -33.     1 DD
 >DY1256 R 99                          33 59 06. /118 28 09.       2.     1 XX
 >LU0005 REDDING RM 2                  40 34 35. /122 24 16.     217.     1 XX
 >EW0548 RR 37 USGS                    34 42 13. /118 09 56.     708.     3 XX
 >JT0803 RV 206 NWPRR                  38 04 09. /122 32 16.       6.     1 XX
 >JT0804 RV 207 NWPRR                  38 03 49. /122 31 59.       5.     3 XX
 >DX2736 S 298                         33 54 59. /117 17 00.     468.     2 XX
 >HT0130 S 737                         37 59 36. /122 04 25.      14.     1 XX
 >GT0740 S 746                         36 14 27. /119 56 59.      76.     3 XX
 >EW0358 S 747                         34 37 12. /118 05 02.    769.660   1 DZ
 >EV0932 S 749                         34 05 59. /117 13 10.    352.411   1 DZ
 >DX0654 S 753                         33 38 09. /