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
 HT1760 ***********************************************************************
 HT1760  DESIGNATION -  1 C OF SR
 HT1760  PID         -  HT1760
 HT1760  STATE/COUNTY-  CA/MARIN
 HT1760  USGS QUAD   -  SAN RAFAEL (1995)
 HT1760
 HT1760                         *CURRENT SURVEY CONTROL
 HT1760  ___________________________________________________________________
 HT1760* NAD 83(1986)-  37 58 22.     (N)    122 31 25.     (W)     SCALED    
 HT1760* NAVD 88     -         4.70   (+/-2cm)      15.4    (feet)  VERTCON   
 HT1760  ___________________________________________________________________
 HT1760  GEOID HEIGHT-         -32.19  (meters)                     GEOID09
 HT1760  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1760
 HT1760.The horizontal coordinates were scaled from a topographic map and have
 HT1760.an estimated accuracy of +/- 6 seconds.
 HT1760.
 HT1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1760
 HT1760.The vertical order pertains to the NGVD 29 superseded value.
 HT1760
 HT1760.The geoid height was determined by GEOID09.
 HT1760
 HT1760;                    North         East    Units  Estimated Accuracy
 HT1760;SPC CA 3     -   665,370.    1,822,220.      MT  (+/- 180 meters Scaled)
 HT1760
 HT1760                          SUPERSEDED SURVEY CONTROL
 HT1760
 HT1760  NGVD 29 (??/??/92)    3.885  (m)           12.75   (f) ADJ UNCH    1 2
 HT1760
 HT1760.Superseded values are not recommended for survey control.
 HT1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1760.See file dsdata.txt to determine how the superseded data were derived.
 HT1760
 HT1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH418029(NAD 83)
 HT1760
 HT1760_MARKER: Z = SEE DESCRIPTION
 HT1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1760_SP_SET: FIRE HYDRANT
 HT1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1760
 HT1760  HISTORY     - Date     Condition        Report By
 HT1760  HISTORY     - UNK      MONUMENTED       CA3410
 HT1760  HISTORY     - 1951     GOOD             CGS
 HT1760  HISTORY     - 1964     GOOD             CGS
 HT1760
 HT1760                          STATION DESCRIPTION
 HT1760
 HT1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1760'AT SAN RAFAEL.
 HT1760'AT SAN RAFAEL, AT THE INTERSECTION OF FOURTH STREET AND
 HT1760'LINCOLN AVENUE, 22 FEET WEST OF THE WEST CURB OF LINCOLN
 HT1760'AVENUE, 1 1/2 FEET SOUTH OF THE SOUTH CURB OF FOURTH STREET,
 HT1760'AND SET 2.5 FEET ABOVE THE SIDEWALK, IN THE TOP OF A FIRE
 HT1760'HYDRANT.
 HT1760
 HT1760                          STATION RECOVERY (1964)
 HT1760
 HT1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0792 ***********************************************************************
 JT0792  DESIGNATION -  16 USGS
 JT0792  PID         -  JT0792
 JT0792  STATE/COUNTY-  CA/MARIN
 JT0792  USGS QUAD   -  NOVATO (1980)
 JT0792
 JT0792                         *CURRENT SURVEY CONTROL
 JT0792  ___________________________________________________________________
 JT0792* NAD 83(1986)-  38 06 14.     (N)    122 33 47.     (W)     SCALED    
 JT0792* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 JT0792  ___________________________________________________________________
 JT0792  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 JT0792  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0792
 JT0792.The horizontal coordinates were scaled from a topographic map and have
 JT0792.an estimated accuracy of +/- 6 seconds.
 JT0792.
 JT0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0792
 JT0792.The vertical order pertains to the NGVD 29 superseded value.
 JT0792
 JT0792.The geoid height was determined by GEOID09.
 JT0792
 JT0792;                    North         East    Units  Estimated Accuracy
 JT0792;SPC CA 3     -   680,000.    1,819,080.      MT  (+/- 180 meters Scaled)
 JT0792
 JT0792                          SUPERSEDED SURVEY CONTROL
 JT0792
 JT0792  NGVD 29 (??/??/92)    6.484  (m)           21.27   (f) ADJ UNCH    1 2
 JT0792
 JT0792.Superseded values are not recommended for survey control.
 JT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0792.See file dsdata.txt to determine how the superseded data were derived.
 JT0792
 JT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH383174(NAD 83)
 JT0792
 JT0792_MARKER: P = PIPE CAP
 JT0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0792
 JT0792  HISTORY     - Date     Condition        Report By
 JT0792  HISTORY     - UNK      MONUMENTED       USGS
 JT0792  HISTORY     - 1951     MARK NOT FOUND   CGS
 JT0792
 JT0792                          STATION DESCRIPTION
 JT0792
 JT0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0792'0.1 MI S FROM NOVATO.
 JT0792'IRON POST .11 MILE SOUTH OF NOVATO DEPOT IN EAST AND WEST
 JT0792'FENCE LINE 50 FEET WEST OF MAIN LINE TRACKS, 6 FEET ABOVE
 JT0792'TRACKS.  NOTE-- A LARGE BUILDING HAS BEEN ERECTED AT THE DESCRIBED
 JT0792'LOCATION AND IT IS POSSIBLE THE MARK WAS COVERED OR DESTROYED
 JT0792'AT THE TIME OF CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1111 ***********************************************************************
 KT1111  DESIGNATION -  2 S USGS
 KT1111  PID         -  KT1111
 KT1111  STATE/COUNTY-  CA/MENDOCINO
 KT1111  USGS QUAD   -  WILLITS (1991)
 KT1111
 KT1111                         *CURRENT SURVEY CONTROL
 KT1111  ___________________________________________________________________
 KT1111* NAD 83(1986)-  39 24 43.     (N)    123 21 14.     (W)     SCALED    
 KT1111* NAVD 88     -       418.22   (+/-2cm)    1372.1    (feet)  VERTCON   
 KT1111  ___________________________________________________________________
 KT1111  GEOID HEIGHT-         -29.70  (meters)                     GEOID09
 KT1111  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1111
 KT1111.The horizontal coordinates were scaled from a topographic map and have
 KT1111.an estimated accuracy of +/- 6 seconds.
 KT1111.
 KT1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1111
 KT1111.The vertical order pertains to the NGVD 29 superseded value.
 KT1111
 KT1111.The geoid height was determined by GEOID09.
 KT1111
 KT1111;                    North         East    Units  Estimated Accuracy
 KT1111;SPC CA 2     -   694,610.    1,883,410.      MT  (+/- 180 meters Scaled)
 KT1111
 KT1111                          SUPERSEDED SURVEY CONTROL
 KT1111
 KT1111  NGVD 29 (??/??/92)  417.302  (m)         1369.10   (f) ADJ UNCH    1 2
 KT1111
 KT1111.Superseded values are not recommended for survey control.
 KT1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1111.See file dsdata.txt to determine how the superseded data were derived.
 KT1111
 KT1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ695625(NAD 83)
 KT1111
 KT1111_MARKER: DD = SURVEY DISK
 KT1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1111_SP_SET: STEP
 KT1111_STAMPING: 1369.052 NO 2 S 1924
 KT1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1111
 KT1111  HISTORY     - Date     Condition        Report By
 KT1111  HISTORY     - 1924     MONUMENTED       USGS
 KT1111  HISTORY     - 1965     GOOD             CGS
 KT1111  HISTORY     - 20071001 MARK NOT FOUND   CONDOR
 KT1111
 KT1111                          STATION DESCRIPTION
 KT1111
 KT1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1111'AT WILLITS.
 KT1111'AT WILLITS, IN THE CENTER OF THE CITY PARK, IN THE BLOCK BOUNDED
 KT1111'BY COMMERCIAL, HUMBOLDT, STATE, AND MARIN STREETS, IN THE TOP OF
 KT1111'THE LOWER CONCRETE STEP OF A 9-FOOT SQUARE CONCRETE BASE,
 KT1111'2.9 FEET EAST OF A METAL LIGHT POLE, 2.7 FEET WEST OF A WOODEN
 KT1111'FLAGPOLE, AND 0.7 FOOT ABOVE THE GROUND.
 KT1111
 KT1111                          STATION RECOVERY (2007)
 KT1111
 KT1111'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2007 (DLS)
 KT1111'MARK HAS BEEN ROCKED OVER OR DESTROYED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0244 ***********************************************************************
 LV0244  DESIGNATION -  36.23 NWPRR
 LV0244  PID         -  LV0244
 LV0244  STATE/COUNTY-  CA/HUMBOLDT
 LV0244  USGS QUAD   -  FORTUNA (1972)
 LV0244
 LV0244                         *CURRENT SURVEY CONTROL
 LV0244  ___________________________________________________________________
 LV0244* NAD 83(1986)-  40 37 02.     (N)    124 12 02.     (W)     SCALED    
 LV0244* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 LV0244  ___________________________________________________________________
 LV0244  GEOID HEIGHT-         -31.10  (meters)                     GEOID09
 LV0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0244
 LV0244.The horizontal coordinates were scaled from a topographic map and have
 LV0244.an estimated accuracy of +/- 6 seconds.
 LV0244.
 LV0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0244
 LV0244.The vertical order pertains to the NGVD 29 superseded value.
 LV0244
 LV0244.The geoid height was determined by GEOID09.
 LV0244
 LV0244;                    North         East    Units  Estimated Accuracy
 LV0244;SPC CA 1     -   644,900.    1,813,830.      MT  (+/- 180 meters Scaled)
 LV0244
 LV0244                          SUPERSEDED SURVEY CONTROL
 LV0244
 LV0244  NGVD 29 (??/??/??)   10.432  (m)           34.23   (f) ADJUSTED    1 2
 LV0244
 LV0244.Superseded values are not recommended for survey control.
 LV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0244.See file dsdata.txt to determine how the superseded data were derived.
 LV0244
 LV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK984969(NAD 83)
 LV0244
 LV0244_MARKER: S = SPIKE
 LV0244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LV0244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LV0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0244
 LV0244  HISTORY     - Date     Condition        Report By
 LV0244  HISTORY     - UNK      MONUMENTED       NWPRR
 LV0244  HISTORY     - 1935     GOOD             CGS
 LV0244  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0244
 LV0244                          STATION DESCRIPTION
 LV0244
 LV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0244'AT FERNBRIDGE.
 LV0244'AT FERNBRIDGE, HUMBOLDT COUNTY, ON THE NORTHWESTERN PACIFIC
 LV0244'RAILROAD, 34.5 FEET NORTH OF THE SIGNAL AT DOOR 1 OF THE STATION,
 LV0244'AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A RAILROAD
 LV0244'SPIKE, DRIVEN IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 17
 LV0244'INCHES ABOVE GROUND.
 LV0244
 LV0244                          STATION RECOVERY (1967)
 LV0244
 LV0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0752 ***********************************************************************
 JT0752  DESIGNATION -  39
 JT0752  PID         -  JT0752
 JT0752  STATE/COUNTY-  CA/SONOMA
 JT0752  USGS QUAD   -  COTATI (1980)
 JT0752
 JT0752                         *CURRENT SURVEY CONTROL
 JT0752  ___________________________________________________________________
 JT0752* NAD 83(1986)-  38 16 44.     (N)    122 39 55.     (W)     SCALED    
 JT0752* NAVD 88     -        13.21   (+/-2cm)      43.3    (feet)  VERTCON   
 JT0752  ___________________________________________________________________
 JT0752  GEOID HEIGHT-         -31.67  (meters)                     GEOID09
 JT0752  VERT ORDER  -  THIRD (See Below)
 JT0752
 JT0752.The horizontal coordinates were scaled from a topographic map and have
 JT0752.an estimated accuracy of +/- 6 seconds.
 JT0752.
 JT0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0752
 JT0752.The vertical order pertains to the NGVD 29 superseded value.
 JT0752
 JT0752.The geoid height was determined by GEOID09.
 JT0752
 JT0752;                    North         East    Units  Estimated Accuracy
 JT0752;SPC CA 2     -   568,170.    1,941,790.      MT  (+/- 180 meters Scaled)
 JT0752
 JT0752                          SUPERSEDED SURVEY CONTROL
 JT0752
 JT0752  NGVD 29 (??/??/??)   12.39   (m)           40.6    (f) RESET       3  
 JT0752
 JT0752.Superseded values are not recommended for survey control.
 JT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0752.See file dsdata.txt to determine how the superseded data were derived.
 JT0752
 JT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH292368(NAD 83)
 JT0752
 JT0752_MARKER: P = PIPE CAP
 JT0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0752_STAMPING: 40.587 39
 JT0752_MARK LOGO: USGS  
 JT0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0752+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JT0752
 JT0752  HISTORY     - Date     Condition        Report By
 JT0752  HISTORY     - UNK      MONUMENTED       USGS
 JT0752  HISTORY     - 1934     GOOD             CGS
 JT0752  HISTORY     - 1959     GOOD             CGS
 JT0752  HISTORY     - 19990615 GOOD             INDIV
 JT0752
 JT0752                          STATION DESCRIPTION
 JT0752
 JT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0752'3.4 MI N FROM PETALUMA.
 JT0752'3.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0752'STATION AT PETALUMA, SONOMA COUNTY, ABOUT 1000 FEET SOUTH OF
 JT0752'CROSSING NO. 42-B, MIDWAY BETWEEN THE NORTH AND SOUTH ENDS OF
 JT0752'THE SIDING AT ELY, 15 FEET NORTH OF MILEPOST 42, 25 FEET EAST
 JT0752'OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.  A UNITED STATES
 JT0752'GEOLOGICAL SURVEY STANDARD CAP, STAMPED---40.587 39--- AND RIVETED
 JT0752'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE
 JT0752'GROUND.  NOTE-- EXCEPT THE ELY SIDING IS NO LONGER IN EXISTENCE.
 JT0752
 JT0752                          STATION RECOVERY (1959)
 JT0752
 JT0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0752'RECOVERED IN GOOD CONDITION.
 JT0752
 JT0752                          STATION RECOVERY (1999)
 JT0752
 JT0752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1763 ***********************************************************************
 HT1763  DESIGNATION -  4 C OF SR
 HT1763  PID         -  HT1763
 HT1763  STATE/COUNTY-  CA/MARIN
 HT1763  USGS QUAD   -  SAN RAFAEL (1995)
 HT1763
 HT1763                         *CURRENT SURVEY CONTROL
 HT1763  ___________________________________________________________________
 HT1763* NAD 83(1986)-  37 58 22.     (N)    122 31 38.     (W)     SCALED    
 HT1763* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 HT1763  ___________________________________________________________________
 HT1763  GEOID HEIGHT-         -32.19  (meters)                     GEOID09
 HT1763  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1763
 HT1763.The horizontal coordinates were scaled from a topographic map and have
 HT1763.an estimated accuracy of +/- 6 seconds.
 HT1763.
 HT1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1763
 HT1763.The vertical order pertains to the NGVD 29 superseded value.
 HT1763
 HT1763.The geoid height was determined by GEOID09.
 HT1763
 HT1763;                    North         East    Units  Estimated Accuracy
 HT1763;SPC CA 3     -   665,380.    1,821,900.      MT  (+/- 180 meters Scaled)
 HT1763
 HT1763                          SUPERSEDED SURVEY CONTROL
 HT1763
 HT1763  NGVD 29 (??/??/92)    5.828  (m)           19.12   (f) ADJ UNCH    1 2
 HT1763
 HT1763.Superseded values are not recommended for survey control.
 HT1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1763.See file dsdata.txt to determine how the superseded data were derived.
 HT1763
 HT1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH415029(NAD 83)
 HT1763
 HT1763_MARKER: Z = SEE DESCRIPTION
 HT1763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1763_SP_SET: FIRE HYDRANT
 HT1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1763
 HT1763  HISTORY     - Date     Condition        Report By
 HT1763  HISTORY     - UNK      MONUMENTED       CA3410
 HT1763  HISTORY     - 1951     GOOD             CGS
 HT1763  HISTORY     - 1964     GOOD             CGS
 HT1763
 HT1763                          STATION DESCRIPTION
 HT1763
 HT1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1763'AT SAN RAFAEL.
 HT1763'AT SAN RAFAEL, AT THE INTERSECTION OF FOURTH AND COURT STREETS,
 HT1763'14.5 FEET WEST OF THE PROLONGATION OF THE WEST CURB OF COURT
 HT1763'STREET, 1.3 FEET NORTH OF THE NORTH CURB OF FOURTH STREET,
 HT1763'AT THE TOP OF A FIRE HYDRANT.
 HT1763
 HT1763                          STATION RECOVERY (1964)
 HT1763
 HT1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0772 ***********************************************************************
 JT0772  DESIGNATION -  5
 JT0772  PID         -  JT0772
 JT0772  STATE/COUNTY-  CA/SONOMA
 JT0772  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0772
 JT0772                         *CURRENT SURVEY CONTROL
 JT0772  ___________________________________________________________________
 JT0772* NAD 83(1986)-  38 12 33.     (N)    122 35 20.     (W)     SCALED    
 JT0772* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 JT0772  ___________________________________________________________________
 JT0772  GEOID HEIGHT-         -31.77  (meters)                     GEOID09
 JT0772  VERT ORDER  -  THIRD (See Below)
 JT0772
 JT0772.The horizontal coordinates were scaled from a topographic map and have
 JT0772.an estimated accuracy of +/- 6 seconds.
 JT0772.
 JT0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0772
 JT0772.The vertical order pertains to the NGVD 29 superseded value.
 JT0772
 JT0772.The geoid height was determined by GEOID09.
 JT0772
 JT0772;                    North         East    Units  Estimated Accuracy
 JT0772;SPC CA 2     -   560,390.    1,948,420.      MT  (+/- 180 meters Scaled)
 JT0772
 JT0772                          SUPERSEDED SURVEY CONTROL
 JT0772
 JT0772  NGVD 29 (??/??/??)    2.27   (m)            7.4    (f) RESET       3  
 JT0772
 JT0772.Superseded values are not recommended for survey control.
 JT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0772.See file dsdata.txt to determine how the superseded data were derived.
 JT0772
 JT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH359291(NAD 83)
 JT0772
 JT0772_MARKER: P = PIPE CAP
 JT0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0772_STAMPING: 7.425 5
 JT0772_MARK LOGO: USGS  
 JT0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0772
 JT0772  HISTORY     - Date     Condition        Report By
 JT0772  HISTORY     - UNK      MONUMENTED       USGS
 JT0772  HISTORY     - 1934     GOOD             CGS
 JT0772  HISTORY     - 1959     GOOD             CGS
 JT0772  HISTORY     - 1986     GOOD             USPSQD
 JT0772
 JT0772                          STATION DESCRIPTION
 JT0772
 JT0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0772'3.3 MI SE FROM PETALUMA.
 JT0772'3.3 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0772'FROM THE STATION AT PETALUMA, SONOMA COUNTY, AT SURVEY STATION
 JT0772'1775+, AT THE POINT OF A HILL, 150 FEET WEST OF THE MAIN TRACK,
 JT0772'100 FEET EAST OF A 4-FOOT ROCK PROJECTING ABOVE THE GROUND,
 JT0772'AND 30 FEET WEST OF A MARSH AT THE FOOT OF A SMALL KNOLL.  A
 JT0772'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JT0772'STAMPED---7.425 5--- AND RIVETED ON THE TOP OF A
 JT0772'3-1/2 INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 JT0772
 JT0772                          STATION RECOVERY (1959)
 JT0772
 JT0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0772'RECOVERED IN GOOD CONDITION.
 JT0772
 JT0772                          STATION RECOVERY (1986)
 JT0772
 JT0772'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0694 ***********************************************************************
 HT0694  DESIGNATION -  941 4290 TIDAL 164
 HT0694  PID         -  HT0694
 HT0694  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0694  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0694
 HT0694                         *CURRENT SURVEY CONTROL
 HT0694  ___________________________________________________________________
 HT0694* NAD 83(1986)-  37 48 33.     (N)    122 28 33.     (W)     SCALED    
 HT0694* NAVD 88     -         9.32   (+/-2cm)      30.6    (feet)  VERTCON   
 HT0694  ___________________________________________________________________
 HT0694  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0694  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0694
 HT0694.The horizontal coordinates were scaled from a topographic map and have
 HT0694.an estimated accuracy of +/- 6 seconds.
 HT0694.
 HT0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0694
 HT0694.The vertical order pertains to the NGVD 29 superseded value.
 HT0694
 HT0694.The geoid height was determined by GEOID09.
 HT0694
 HT0694;                    North         East    Units  Estimated Accuracy
 HT0694;SPC CA 3     -   647,130.    1,826,030.      MT  (+/- 180 meters Scaled)
 HT0694
 HT0694                          SUPERSEDED SURVEY CONTROL
 HT0694
 HT0694  NGVD 29 (??/??/??)    8.490  (m)           27.85   (f) ADJUSTED    1 1
 HT0694
 HT0694.Superseded values are not recommended for survey control.
 HT0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0694.See file dsdata.txt to determine how the superseded data were derived.
 HT0694
 HT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG461847(NAD 83)
 HT0694
 HT0694_MARKER: B = BOLT
 HT0694_SETTING: 80 = SET IN A BOULDER
 HT0694_SP_SET: BOULDER
 HT0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0694+STABILITY: SURFACE MOTION
 HT0694
 HT0694  HISTORY     - Date     Condition        Report By
 HT0694  HISTORY     - UNK      MONUMENTED       CGS
 HT0694  HISTORY     - 1952     GOOD             CGS
 HT0694  HISTORY     - 1969     GOOD             CGS
 HT0694  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT0694
 HT0694                          STATION DESCRIPTION
 HT0694
 HT0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0694'AT SAN FRANCISCO.
 HT0694'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, ABOUT 200
 HT0694'YARDS SOUTHEAST OF THE OLD FORT, ABOUT 76 YARDS SOUTHEAST OF AN
 HT0694'ANGLE IN THE SEA WALL WHERE IT TURNS TO RUN TOWARD THE POINT,
 HT0694'IN THE TOP OF A 10-FOOT GREY BOULDER, 67.0 FEET SOUTH OF THE
 HT0694'SOUTH EDGE OF THE SEA WALL, 33.7 FEET SOUTH OF THE CENTER
 HT0694'LINE OF MARINA DRIVE, 20.3 FEET NORTH OF BENCH MARK R 108, 3.0
 HT0694'FEET NORTH OF A DIM PATH LEADING UPHILL, AND ABOUT 13 FEET
 HT0694'HIGHER THAN THE ROAD.
 HT0694
 HT0694                          STATION RECOVERY (1969)
 HT0694
 HT0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0694'RECOVERED IN GOOD CONDITION.
 HT0694
 HT0694                          STATION RECOVERY (1988)
 HT0694
 HT0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0710 ***********************************************************************
 HT0710  DESIGNATION -  941 4290 TIDAL 166
 HT0710  PID         -  HT0710
 HT0710  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0710  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0710
 HT0710                         *CURRENT SURVEY CONTROL
 HT0710  ___________________________________________________________________
 HT0710* NAD 83(1992)-  37 48 21.62120(N)    122 27 13.88747(W)     ADJUSTED  
 HT0710* NAVD 88     -         3.387  (meters)      11.11   (feet)  ADJUSTED  
 HT0710  ___________________________________________________________________
 HT0710  EPOCH DATE  -        1991.35
 HT0710  X           -  -2,707,589.336 (meters)                     COMP
 HT0710  Y           -  -4,257,626.622 (meters)                     COMP
 HT0710  Z           -   3,888,436.037 (meters)                     COMP
 HT0710  LAPLACE CORR-           2.50  (seconds)                    DEFLEC09
 HT0710  ELLIP HEIGHT-         -29.091 (meters)          (04/03/92) ADJUSTED
 HT0710  GEOID HEIGHT-         -32.53  (meters)                     GEOID09
 HT0710  DYNAMIC HT  -           3.385 (meters)      11.11  (feet)  COMP
 HT0710  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 HT0710
 HT0710  HORZ ORDER  -  A
 HT0710  VERT ORDER  -  FIRST     CLASS II
 HT0710  ELLP ORDER  -  FIRST     CLASS I
 HT0710
 HT0710.The horizontal coordinates were established by VLBI observations
 HT0710.and local terrestrial surveys and adjusted by the
 HT0710.National Geodetic Survey in April 1992.
 HT0710.
 HT0710.The orthometric height was determined by differential leveling and
 HT0710.adjusted in September 1996.
 HT0710
 HT0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HT0710
 HT0710.The Laplace correction was computed from DEFLEC09 derived deflections.
 HT0710
 HT0710.The ellipsoidal height was determined by GPS observations
 HT0710.and is referenced to NAD 83.
 HT0710
 HT0710.The geoid height was determined by GEOID09.
 HT0710
 HT0710.The dynamic height is computed by dividing the NAVD 88
 HT0710.geopotential number by the normal gravity value computed on the
 HT0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0710.degrees latitude (g = 980.6199 gals.).
 HT0710
 HT0710.The modeled gravity was interpolated from observed gravity values.
 HT0710
 HT0710;                    North         East     Units Scale Factor Converg.
 HT0710;SPC CA 3     -   646,737.861 1,827,961.395   MT  0.99992964   -1 11 46.4
 HT0710;SPC CA 3     - 2,121,839.13  5,997,236.68   sFT  0.99992964   -1 11 46.4
 HT0710;UTM  10      - 4,184,431.783   548,076.061   MT  0.99962847   +0 20 05.2
 HT0710
 HT0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT0710!SPC CA 3     -   1.00000456  x   0.99992964  =   0.99993420
 HT0710!UTM  10      -   1.00000456  x   0.99962847  =   0.99963303
 HT0710
 HT0710                          SUPERSEDED SURVEY CONTROL
 HT0710
 HT0710  NAD 83(1986)-  37 48 21.61753(N)    122 27 13.88289(W) AD(1984.00) 2
 HT0710  NAD 27      -  37 48 21.87070(N)    122 27 09.97652(W) AD(       ) 2
 HT0710  NGVD 29 (??/??/92)    2.575  (m)            8.45   (f) ADJ UNCH    1 2
 HT0710
 HT0710.Superseded values are not recommended for survey control.
 HT0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0710.See file dsdata.txt to determine how the superseded data were derived.
 HT0710
 HT0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4807684431(NAD 83)
 HT0710
 HT0710_MARKER: B = BOLT
 HT0710_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HT0710_SP_SET: SEAWALL
 HT0710_MARK LOGO: CGS   
 HT0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0710
 HT0710  HISTORY     - Date     Condition        Report By
 HT0710  HISTORY     - UNK      MONUMENTED       CGS
 HT0710  HISTORY     - 1956     GOOD             CGS
 HT0710  HISTORY     - 19830315 GOOD             NGS
 HT0710  HISTORY     - 19881011 MARK NOT FOUND   NGS
 HT0710
 HT0710                          STATION DESCRIPTION
 HT0710
 HT0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0710'AT SAN FRANCISCO.
 HT0710'AT SAN FRANCISCO, AT THE PRESIDIO, AT THE NORTHEAST END OF
 HT0710'CRISSY FIELD, IN THE TOP OF THE OLD CONCRETE WALL FORMING THE
 HT0710'APPROACH TO PRESIDIO WHARF, 164.6 FEET NORTHWEST OF THE NORTH
 HT0710'CORNER OF BUILDING NO. 259, 26.0 FEET SOUTHEAST OF WHERE THE
 HT0710'WALL JOINS THE WHARF, 0.5 FOOT SOUTHWEST OF THE NORTHEAST
 HT0710'EDGE OF THE WALL, AND 23 FEET NORTHEAST OF THE CENTER LINE OF
 HT0710'THE APPROACH TO THE WHARF.
 HT0710
 HT0710                          STATION RECOVERY (1983)
 HT0710
 HT0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (LDA)
 HT0710'RECOVERED AS DESCRIBED.
 HT0710
 HT0710                          STATION RECOVERY (1988)
 HT0710
 HT0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0710'THE BUILDING AND WHARF HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0704 ***********************************************************************
 HT0704  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0704  DESIGNATION -  941 4290 TIDAL 173
 HT0704  PID         -  HT0704
 HT0704  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0704  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0704
 HT0704                         *CURRENT SURVEY CONTROL
 HT0704  ___________________________________________________________________
 HT0704* NAD 83(1986)-  37 48 19.     (N)    122 28 06.     (W)     SCALED    
 HT0704* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 HT0704  ___________________________________________________________________
 HT0704  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0704
 HT0704.The horizontal coordinates were scaled from a topographic map and have
 HT0704.an estimated accuracy of +/- 6 seconds.
 HT0704.
 HT0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0704
 HT0704.The vertical order pertains to the NGVD 29 superseded value.
 HT0704
 HT0704.This Tidal Bench Mark is designated as VM 968
 HT0704.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0704
 HT0704.The geoid height was determined by GEOID09.
 HT0704
 HT0704;                    North         East    Units  Estimated Accuracy
 HT0704;SPC CA 3     -   646,680.    1,826,690.      MT  (+/- 180 meters Scaled)
 HT0704
 HT0704                          SUPERSEDED SURVEY CONTROL
 HT0704
 HT0704  NGVD 29 (??/??/92)    2.17   (m)            7.1    (f) COMPUTED    1 2
 HT0704
 HT0704.Superseded values are not recommended for survey control.
 HT0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0704.See file dsdata.txt to determine how the superseded data were derived.
 HT0704
 HT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG468843(NAD 83)
 HT0704
 HT0704_MARKER: DB = BENCH MARK DISK
 HT0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0704_STAMPING: BM 173 1925
 HT0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0704+STABILITY: SURFACE MOTION
 HT0704
 HT0704  HISTORY     - Date     Condition        Report By
 HT0704  HISTORY     - 1925     MONUMENTED       CGS
 HT0704  HISTORY     - 1952     GOOD             CGS
 HT0704  HISTORY     - 1965     GOOD             CGS
 HT0704  HISTORY     - 1977     GOOD             NGS
 HT0704  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT0704
 HT0704                          STATION DESCRIPTION
 HT0704
 HT0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0704'AT SAN FRANCISCO.
 HT0704'AT SAN FRANCISCO, AT THE PRESIDIO, AT THE SOUTHEAST CORNER OF
 HT0704'THE YARD OF THE U.S. COAST GUARD STATION (FORT POINT STATION),
 HT0704'61.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CREWS
 HT0704'QUARTERS, 17.0 FEET NORTH OF THE CENTER LINE OF MARINE DRIVE,
 HT0704'12.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN IRON SEWER
 HT0704'GRATING, 0.6 FEET WEST OF THE WEST EDGE OF A CONCRETE CURB, AND
 HT0704'SET IN THE TOP OF A CONCRETE POST ABOUT 0.1 FOOT BELOW THE
 HT0704'SURFACE OF THE GROUND.
 HT0704
 HT0704                          STATION RECOVERY (1965)
 HT0704
 HT0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT0704'RECOVERED IN GOOD CONDITION.
 HT0704
 HT0704                          STATION RECOVERY (1977)
 HT0704
 HT0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0704'RECOVERED IN GOOD CONDITION.
 HT0704
 HT0704                          STATION RECOVERY (1988)
 HT0704
 HT0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0697 ***********************************************************************
 HT0697  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0697  DESIGNATION -  941 4290 TIDAL 174
 HT0697  PID         -  HT0697
 HT0697  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0697  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0697
 HT0697                         *CURRENT SURVEY CONTROL
 HT0697  ___________________________________________________________________
 HT0697* NAD 83(1986)-  37 48 30.3    (N)    122 28 16.7    (W)     HD_HELD2  
 HT0697* NAVD 88     -         5.029  (meters)      16.50   (feet)  ADJUSTED  
 HT0697  ___________________________________________________________________
 HT0697  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0697  DYNAMIC HT  -           5.026 (meters)      16.49  (feet)  COMP
 HT0697  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 HT0697
 HT0697  VERT ORDER  -  FIRST     CLASS I
 HT0697
 HT0697.The horizontal coordinates were established by autonomous hand held GPS
 HT0697.observations and have an estimated accuracy of +/- 10 meters.
 HT0697.
 HT0697.The orthometric height was determined by differential leveling and
 HT0697.adjusted in June 1991.
 HT0697
 HT0697.WARNING-Repeat measurements at this control monument indicate possible
 HT0697.vertical movement.
 HT0697
 HT0697.This Tidal Bench Mark is designated as VM 971
 HT0697.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0697
 HT0697.Photographs are available for this station.
 HT0697
 HT0697.The geoid height was determined by GEOID09.
 HT0697
 HT0697.The dynamic height is computed by dividing the NAVD 88
 HT0697.geopotential number by the normal gravity value computed on the
 HT0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0697.degrees latitude (g = 980.6199 gals.).
 HT0697
 HT0697.The modeled gravity was interpolated from observed gravity values.
 HT0697
 HT0697;                    North         East    Units  Estimated Accuracy
 HT0697;SPC CA 3     -   647,038.    1,826,431.      MT  (+/- 10 meters HH2 GPS)
 HT0697
 HT0697                          SUPERSEDED SURVEY CONTROL
 HT0697
 HT0697  NGVD 29 (??/??/??)    4.211  (m)           13.82   (f) ADJUSTED    1 1
 HT0697
 HT0697.Superseded values are not recommended for survey control.
 HT0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0697.See file dsdata.txt to determine how the superseded data were derived.
 HT0697
 HT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4653884690(NAD 83)
 HT0697
 HT0697_MARKER: DJ = TIDAL STATION DISK
 HT0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0697_SP_SET: CONCRETE POST
 HT0697_STAMPING: BM 174 1925
 HT0697_MARK LOGO: CGS   
 HT0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0697+STABILITY: SURFACE MOTION
 HT0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0697+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 HT0697
 HT0697  HISTORY     - Date     Condition        Report By
 HT0697  HISTORY     - 1925     MONUMENTED       CGS
 HT0697  HISTORY     - 1952     GOOD             CGS
 HT0697  HISTORY     - 1969     GOOD             CGS
 HT0697  HISTORY     - 1977     GOOD             NGS
 HT0697  HISTORY     - 19880913 GOOD             NGS
 HT0697
 HT0697                          STATION DESCRIPTION
 HT0697
 HT0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0697'AT SAN FRANCISCO.
 HT0697'AT SAN FRANCISCO, AT THE PRESIDIO, ABOUT 125 FEET WEST OF THE
 HT0697'PROLONGATION OF THE WEST LINE OF THE ENGINEERS DOCK WHERE IT
 HT0697'CROSSES MARINE DRIVE, AT THE APPROXIMATE CENTER OF A Y JUNCTION
 HT0697'FORMED BY MARINE DRIVE AND A ROAD LEADING SOUTHEAST TO FORT
 HT0697'WINFIELD SCOTT, 42.7 FEET SOUTHWEST OF A FIRE PLUB, 28.3 FEET
 HT0697'SOUTH OF THE SOUTH EDGE OF AN IRON MAN HOLE COVER, AND SET IN
 HT0697'THE TOP OF A CONCRETE POST FLUSH WITH THE DRIVE.
 HT0697
 HT0697                          STATION RECOVERY (1969)
 HT0697
 HT0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0697'RECOVERED IN GOOD CONDITION.
 HT0697
 HT0697                          STATION RECOVERY (1977)
 HT0697
 HT0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0697'RECOVERED IN GOOD CONDITION.
 HT0697
 HT0697                          STATION RECOVERY (1988)
 HT0697
 HT0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0697'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--IN
 HT0697'THE CENTER OF A 6.0 FOOT DIAMETER BRICK AND ROCK CIRCLE, 15.5 M
 HT0697'(50.9 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE NATIONAL PARK
 HT0697'SERVICE BUILDING NUMBER T989, AND 4.7 M (15.4 FT) NORTHEAST OF THE
 HT0697'CENTERLINE OF MARINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0696 ***********************************************************************
 HT0696  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0696  DESIGNATION -  941 4290 TIDAL 175
 HT0696  PID         -  HT0696
 HT0696  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0696  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0696
 HT0696                         *CURRENT SURVEY CONTROL
 HT0696  ___________________________________________________________________
 HT0696* NAD 83(1986)-  37 48 31.83   (N)    122 28 19.47   (W)     HD_HELD1  
 HT0696* NAVD 88     -         4.177  (meters)      13.70   (feet)  ADJUSTED  
 HT0696  ___________________________________________________________________
 HT0696  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0696  DYNAMIC HT  -           4.174 (meters)      13.69  (feet)  COMP
 HT0696  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 HT0696
 HT0696  VERT ORDER  -  FIRST     CLASS I
 HT0696
 HT0696.The horizontal coordinates were established by differentially corrected
 HT0696.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0696.
 HT0696.The orthometric height was determined by differential leveling and
 HT0696.adjusted in June 1991.
 HT0696
 HT0696.This Tidal Bench Mark is designated as VM 1829
 HT0696.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0696
 HT0696.Photographs are available for this station.
 HT0696
 HT0696.The geoid height was determined by GEOID09.
 HT0696
 HT0696.The dynamic height is computed by dividing the NAVD 88
 HT0696.geopotential number by the normal gravity value computed on the
 HT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0696.degrees latitude (g = 980.6199 gals.).
 HT0696
 HT0696.The modeled gravity was interpolated from observed gravity values.
 HT0696
 HT0696;                    North         East    Units  Estimated Accuracy
 HT0696;SPC CA 3     -   647,086.2   1,826,364.2     MT  (+/- 3 meters HH1 GPS) 
 HT0696
 HT0696                          SUPERSEDED SURVEY CONTROL
 HT0696
 HT0696  NGVD 29 (10/21/93)    3.352  (m)           11.00   (f) ADJUSTED    1 1
 HT0696
 HT0696.Superseded values are not recommended for survey control.
 HT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0696.See file dsdata.txt to determine how the superseded data were derived.
 HT0696
 HT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4647084737(NAD 83)
 HT0696
 HT0696_MARKER: DJ = TIDAL STATION DISK
 HT0696_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HT0696_SP_SET: SEA WALL
 HT0696_STAMPING: BM 175 1925
 HT0696_MARK LOGO: CGS   
 HT0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0696+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 HT0696
 HT0696  HISTORY     - Date     Condition        Report By
 HT0696  HISTORY     - 1925     MONUMENTED       CGS
 HT0696  HISTORY     - 1952     GOOD             CGS
 HT0696  HISTORY     - 1969     GOOD             CGS
 HT0696  HISTORY     - 1977     GOOD             NGS
 HT0696  HISTORY     - 19880919 GOOD             NGS
 HT0696
 HT0696                          STATION DESCRIPTION
 HT0696
 HT0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0696'AT SAN FRANCISCO.
 HT0696'AT SAN FRANCISCO, AT THE PRESIDIO, ON THE NORTH SIDE OF MARINE
 HT0696'DRIVE BETWEEN THE ENGINEERS DOCK AND FORT POINT, IN THE TOP OF
 HT0696'THE CONCRETE SEA WALL, 2.3 FEET SOUTH OF THE NORTH EDGE, ABOUT
 HT0696'400 FEET WEST OF THE PROLONGATION OF THE WEST LINE OF THE
 HT0696'DOCK WHERE IT CROSSES THE DRIVE, 277.5 FEET WEST OF BENCH
 HT0696'MARK TIDAL 174, 161.2 FEET WEST OF THE SOUTHWEST CORNER OF A
 HT0696'WOVEN WIRE FENCE AROUND THE ENGINEERS SUPPLY YARD, 22.5 FEET
 HT0696'NORTH OF THE CENTER LINE OF THE DRIVE, AND ABOUT LEVEL WITH
 HT0696'THE DRIVE.
 HT0696
 HT0696                          STATION RECOVERY (1969)
 HT0696
 HT0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0696'RECOVERED IN GOOD CONDITION.
 HT0696
 HT0696                          STATION RECOVERY (1977)
 HT0696
 HT0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0696'RECOVERED IN GOOD CONDITION.
 HT0696
 HT0696                          STATION RECOVERY (1988)
 HT0696
 HT0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0696'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--28.8 M
 HT0696'(94.5 FT) WEST OF AN IRON GATE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0705 ***********************************************************************
 HT0705  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0705  DESIGNATION -  941 4290 TIDAL 176
 HT0705  PID         -  HT0705
 HT0705  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0705  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0705
 HT0705                         *CURRENT SURVEY CONTROL
 HT0705  ___________________________________________________________________
 HT0705* NAD 83(1986)-  37 48 12.5    (N)    122 28 02.2    (W)     HD_HELD2  
 HT0705* NAVD 88     -         4.833  (meters)      15.86   (feet)  ADJUSTED  
 HT0705  ___________________________________________________________________
 HT0705  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0705  DYNAMIC HT  -           4.830 (meters)      15.85  (feet)  COMP
 HT0705  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HT0705  OBS GRAVITY -     979,982.3   (mgal)                       GRAV_OBS
 HT0705
 HT0705  VERT ORDER  -  FIRST     CLASS I
 HT0705
 HT0705.The horizontal coordinates were established by autonomous hand held GPS
 HT0705.observations and have an estimated accuracy of +/- 10 meters.
 HT0705.
 HT0705.The orthometric height was determined by differential leveling and
 HT0705.adjusted in June 1991.
 HT0705
 HT0705.This Tidal Bench Mark is designated as VM 972
 HT0705.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0705
 HT0705.Photographs are available for this station.
 HT0705
 HT0705.The geoid height was determined by GEOID09.
 HT0705
 HT0705.The dynamic height is computed by dividing the NAVD 88
 HT0705.geopotential number by the normal gravity value computed on the
 HT0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0705.degrees latitude (g = 980.6199 gals.).
 HT0705
 HT0705.The modeled gravity was interpolated from observed gravity values.
 HT0705
 HT0705.The observed gravity was obtained from relative gravimeter ties
 HT0705.to the IGSN71 gravity network.
 HT0705
 HT0705;                    North         East    Units  Estimated Accuracy
 HT0705;SPC CA 3     -   646,481.    1,826,774.      MT  (+/- 10 meters HH2 GPS)
 HT0705
 HT0705                          SUPERSEDED SURVEY CONTROL
 HT0705
 HT0705  NGVD 29 (??/??/??)    4.004  (m)           13.14   (f) ADJUSTED    1 1
 HT0705
 HT0705.Superseded values are not recommended for survey control.
 HT0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0705.See file dsdata.txt to determine how the superseded data were derived.
 HT0705
 HT0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4689684143(NAD 83)
 HT0705
 HT0705_MARKER: DJ = TIDAL STATION DISK
 HT0705_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0705_SP_SET: STEP
 HT0705_STAMPING: BM 176 1925
 HT0705_MARK LOGO: CGS   
 HT0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0705+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1988
 HT0705
 HT0705  HISTORY     - Date     Condition        Report By
 HT0705  HISTORY     - 1925     MONUMENTED       CGS
 HT0705  HISTORY     - 1952     GOOD             CGS
 HT0705  HISTORY     - 1969     GOOD             CGS
 HT0705  HISTORY     - 1977     GOOD             NGS
 HT0705  HISTORY     - 19880914 GOOD             NGS
 HT0705  HISTORY     - 20090630 GOOD             GEOCAC
 HT0705
 HT0705                          STATION DESCRIPTION
 HT0705
 HT0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0705'AT SAN FRANCISCO.
 HT0705'AT SAN FRANCISCO, AT THE PRESIDIO, AT THE JUNCTION OF MASON AND
 HT0705'CRISSY FIELD AVENUES, AT THE MAIN ENTRANCE TO THE CALIFORNIA
 HT0705'MILITARY DISTRICT HEADQUARTERS BUILDING, IN THE TOP OF THE
 HT0705'WEST END OF THE LOWEST CONCRETE STEP, 50.0 FEET SOUTH OF THE
 HT0705'CENTER LINE OF MASON AVENUE, AND ABOUT 4 FEET HIGHER THAN THE
 HT0705'AVENUE.
 HT0705
 HT0705                          STATION RECOVERY (1969)
 HT0705
 HT0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0705'RECOVERED IN GOOD CONDITION.
 HT0705
 HT0705                          STATION RECOVERY (1977)
 HT0705
 HT0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0705'RECOVERED IN GOOD CONDITION.
 HT0705
 HT0705                          STATION RECOVERY (1988)
 HT0705
 HT0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0705'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT
 HT0705'BUILDING NUMBER 651.
 HT0705
 HT0705                          STATION RECOVERY (2009)
 HT0705
 HT0705'RECOVERY NOTE BY GEOCACHING 2009 (RM)
 HT0705'RECOVERED MARK IN GOOD CONDITION PER THE 1952 CGS AND THE 1988 NGS
 HT0705'DESCRIPTIVE TEXTS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1083 ***********************************************************************
 HT1083  DESIGNATION -  941 4806 TIDAL 13
 HT1083  PID         -  HT1083
 HT1083  STATE/COUNTY-  CA/MARIN
 HT1083  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1083
 HT1083                         *CURRENT SURVEY CONTROL
 HT1083  ___________________________________________________________________
 HT1083* NAD 83(1986)-  37 50 00.     (N)    122 28 42.     (W)     SCALED    
 HT1083* NAVD 88     -         3.76   (+/-2cm)      12.3    (feet)  VERTCON   
 HT1083  ___________________________________________________________________
 HT1083  GEOID HEIGHT-         -32.52  (meters)                     GEOID09
 HT1083  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1083
 HT1083.The horizontal coordinates were scaled from a topographic map and have
 HT1083.an estimated accuracy of +/- 6 seconds.
 HT1083.
 HT1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1083
 HT1083.The vertical order pertains to the NGVD 29 superseded value.
 HT1083
 HT1083.The geoid height was determined by GEOID09.
 HT1083
 HT1083;                    North         East    Units  Estimated Accuracy
 HT1083;SPC CA 3     -   649,820.    1,825,870.      MT  (+/- 180 meters Scaled)
 HT1083
 HT1083                          SUPERSEDED SURVEY CONTROL
 HT1083
 HT1083  NGVD 29 (??/??/92)    2.925  (m)            9.60   (f) ADJ UNCH    1 2
 HT1083
 HT1083.Superseded values are not recommended for survey control.
 HT1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1083.See file dsdata.txt to determine how the superseded data were derived.
 HT1083
 HT1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG459874(NAD 83)
 HT1083
 HT1083_MARKER: X = CHISELED CROSS
 HT1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1083_SP_SET: BUILDING
 HT1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1083
 HT1083  HISTORY     - Date     Condition        Report By
 HT1083  HISTORY     - UNK      MONUMENTED       CGS
 HT1083  HISTORY     - 1951     GOOD             CGS
 HT1083  HISTORY     - 1964     SEE DESCRIPTION  CGS
 HT1083  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT1083
 HT1083                          STATION DESCRIPTION
 HT1083
 HT1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1083'AT FORT BAKER.
 HT1083'AT FORT BAKER, 0.1 MILES SOUTH ALONG MURRAY CIRCLE FROM THE
 HT1083'GUARD HOUSE AT THE OLD ABANDONED PUMPING STATION (BUILDING
 HT1083'NO. 620), ON THE TOP OF THE SOUTH END OF THE GRANITE SILL AT
 HT1083'THE WEST DOOR ENTRANCE TO THE PUMPING STATION, 16 1/2 FEET
 HT1083'EAST OF THE CENTER LINE OF MURRY CIRCLE, 2.7 FEET SOUTH OF THE
 HT1083'CENTER OF THE DOOR, 0.3 FEET NORTH OF THE NORTH FACE OF THE
 HT1083'DOOR FRAME, AND SET 1.5 FEET LOWER THAN THE TOP OF THE CURB.
 HT1083'NOTE-- 1964-- THE ENTRANCE HAS BEEN SEALED SHUT RENDERING THE
 HT1083'MARK INACCESSIBLE.
 HT1083
 HT1083                          STATION RECOVERY (1964)
 HT1083
 HT1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1083'RECOVERED AS DESCRIBED.
 HT1083
 HT1083                          STATION RECOVERY (1988)
 HT1083
 HT1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1083'THE TUNNEL ENTRANCE HAS BEEN SEALED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1085 ***********************************************************************
 HT1085  DESIGNATION -  941 4806 TIDAL 14
 HT1085  PID         -  HT1085
 HT1085  STATE/COUNTY-  CA/MARIN
 HT1085  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1085
 HT1085                         *CURRENT SURVEY CONTROL
 HT1085  ___________________________________________________________________
 HT1085* NAD 83(1986)-  37 49 52.     (N)    122 28 37.     (W)     SCALED    
 HT1085* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 HT1085  ___________________________________________________________________
 HT1085  GEOID HEIGHT-         -32.52  (meters)                     GEOID09
 HT1085  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1085
 HT1085.The horizontal coordinates were scaled from a topographic map and have
 HT1085.an estimated accuracy of +/- 6 seconds.
 HT1085.
 HT1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1085
 HT1085.The vertical order pertains to the NGVD 29 superseded value.
 HT1085
 HT1085.The geoid height was determined by GEOID09.
 HT1085
 HT1085;                    North         East    Units  Estimated Accuracy
 HT1085;SPC CA 3     -   649,570.    1,825,990.      MT  (+/- 180 meters Scaled)
 HT1085
 HT1085                          SUPERSEDED SURVEY CONTROL
 HT1085
 HT1085  NGVD 29 (??/??/92)    3.05   (m)           10.0    (f) COMPUTED    1 2
 HT1085
 HT1085.Superseded values are not recommended for survey control.
 HT1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1085.See file dsdata.txt to determine how the superseded data were derived.
 HT1085
 HT1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG460872(NAD 83)
 HT1085
 HT1085_MARKER: O = CHISELED CIRCLE
 HT1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1085_SP_SET: GRANITE SLAB
 HT1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1085
 HT1085  HISTORY     - Date     Condition        Report By
 HT1085  HISTORY     - UNK      MONUMENTED       CGS
 HT1085  HISTORY     - 1951     GOOD             CGS
 HT1085  HISTORY     - 1964     GOOD             CGS
 HT1085  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT1085
 HT1085                          STATION DESCRIPTION
 HT1085
 HT1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1085'0.3 MI S FROM FORT BAKER.
 HT1085'ABOUT 0.15 MILES SOUTH ALONG MURRAY CIRCLE FROM THE GUARD
 HT1085'HOUSE AT FORT BAKER, THENCE 0.15 MILES SOUTH ALONG MOORE ROAD,
 HT1085'AT THE SOUTHWEST CORNER OF THE SOUTH ONE OF TWO GOVERNMENT
 HT1085'WHARVES, IN THE TOP OF A SLAB OF GRANITE, 36 FEET SOUTHEAST
 HT1085'OF THE CENTER LINE OF MOORE ROAD, 20 1/2 FEET EAST OF A POWER LINE
 HT1085'POLE WITH A GUY WIRE, 18 1/2 FEET SOUTH OF THE CENTER OF THE
 HT1085'WHARF, 1.9 FEET WEST OF THE WEST CORNER OF THE WHARF, 1.4 FEET
 HT1085'SOUTHWEST OF THE EAST END OF A 2-INCH IRON PIPE, AND SET ABOUT
 HT1085'1 FOOT HIGHER THAN THE SURFACE OF THE WHARF.  NOTE-- THIS SLAB
 HT1085'OF GRANITE REFERRED TO ABOVE IS DETACHED FROM THE WHARF AND ABUTMENT
 HT1085'AND MAY POSSIBLY LOOSEN IN TIME.
 HT1085
 HT1085                          STATION RECOVERY (1964)
 HT1085
 HT1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1085'RECOVERED IN GOOD CONDITION.
 HT1085
 HT1085                          STATION RECOVERY (1988)
 HT1085
 HT1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1088 ***********************************************************************
 HT1088  DESIGNATION -  941 4806 TIDAL 17
 HT1088  PID         -  HT1088
 HT1088  STATE/COUNTY-  CA/MARIN
 HT1088  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1088
 HT1088                         *CURRENT SURVEY CONTROL
 HT1088  ___________________________________________________________________
 HT1088* NAD 83(1986)-  37 49 32.     (N)    122 28 41.     (W)     SCALED    
 HT1088* NAVD 88     -         9.58   (+/-2cm)      31.4    (feet)  VERTCON   
 HT1088  ___________________________________________________________________
 HT1088  GEOID HEIGHT-         -32.53  (meters)                     GEOID09
 HT1088  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1088
 HT1088.The horizontal coordinates were scaled from a topographic map and have
 HT1088.an estimated accuracy of +/- 6 seconds.
 HT1088.
 HT1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1088
 HT1088.The vertical order pertains to the NGVD 29 superseded value.
 HT1088
 HT1088.The geoid height was determined by GEOID09.
 HT1088
 HT1088;                    North         East    Units  Estimated Accuracy
 HT1088;SPC CA 3     -   648,950.    1,825,880.      MT  (+/- 180 meters Scaled)
 HT1088
 HT1088                          SUPERSEDED SURVEY CONTROL
 HT1088
 HT1088  NGVD 29 (??/??/92)    8.746  (m)           28.69   (f) ADJ UNCH    1 2
 HT1088
 HT1088.Superseded values are not recommended for survey control.
 HT1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1088.See file dsdata.txt to determine how the superseded data were derived.
 HT1088
 HT1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG459865(NAD 83)
 HT1088
 HT1088_MARKER: DJ = TIDAL STATION DISK
 HT1088_SETTING: 66 = SET IN ROCK OUTCROP
 HT1088_SP_SET: BEDROCK
 HT1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT1088+STABILITY: POSITION/ELEVATION WELL
 HT1088
 HT1088  HISTORY     - Date     Condition        Report By
 HT1088  HISTORY     - UNK      MONUMENTED       CGS
 HT1088  HISTORY     - 1964     GOOD             CGS
 HT1088  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT1088
 HT1088                          STATION DESCRIPTION
 HT1088
 HT1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT1088'0.8 MI S FROM FORT BAKER.
 HT1088'AT FORT BAKER, 0.8 MILE SOUTH OF THE GUARD HOUSE, ABOUT 60
 HT1088'YARDS EAST OF THE NORTHEAST CORNER OF THE NORTH TOWER OF THE
 HT1088'GOLDEN GATE BRIDGE, AT THE LIME POINT SIGNAL HOUSE, 43 FEET
 HT1088'NORTHWEST OF THE FOUNDATION OF THE NORTHWEST CORNER OF THE MAIN
 HT1088'LIGHTHOUSE BUILDING (WHICH WAS REMOVED IN 1963), 30.3 FEET
 HT1088'SOUTHEAST OF THE TOP STEP OF A CONCRETE STAIRWAY, 1.8 FEET
 HT1088'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, AND SET IN
 HT1088'THE TOP OF A LARGE MASS OF BEDROCK.
 HT1088
 HT1088                          STATION RECOVERY (1988)
 HT1088
 HT1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1070 ***********************************************************************
 HT1070  TIDAL BM    -  This is a Tidal Bench Mark.
 HT1070  DESIGNATION -  941 4819 TIDAL 2
 HT1070  PID         -  HT1070
 HT1070  STATE/COUNTY-  CA/MARIN
 HT1070  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1070
 HT1070                         *CURRENT SURVEY CONTROL
 HT1070  ___________________________________________________________________
 HT1070* NAD 83(1986)-  37 51 30.9    (N)    122 29 07.8    (W)     HD_HELD2  
 HT1070* NAVD 88     -         4.996  (meters)      16.39   (feet)  ADJUSTED  
 HT1070  ___________________________________________________________________
 HT1070  GEOID HEIGHT-         -32.47  (meters)                     GEOID09
 HT1070  DYNAMIC HT  -           4.993 (meters)      16.38  (feet)  COMP
 HT1070  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 HT1070
 HT1070  VERT ORDER  -  FIRST     CLASS II
 HT1070
 HT1070.The horizontal coordinates were established by autonomous hand held GPS
 HT1070.observations and have an estimated accuracy of +/- 10 meters.
 HT1070.
 HT1070.The orthometric height was determined by differential leveling and
 HT1070.adjusted in June 1991.
 HT1070
 HT1070.This Tidal Bench Mark is designated as VM 8431
 HT1070.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT1070
 HT1070.The geoid height was determined by GEOID09.
 HT1070
 HT1070.The dynamic height is computed by dividing the NAVD 88
 HT1070.geopotential number by the normal gravity value computed on the
 HT1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1070.degrees latitude (g = 980.6199 gals.).
 HT1070
 HT1070.The modeled gravity was interpolated from observed gravity values.
 HT1070
 HT1070;                    North         East    Units  Estimated Accuracy
 HT1070;SPC CA 3     -   652,631.    1,825,299.      MT  (+/- 10 meters HH2 GPS)
 HT1070
 HT1070                          SUPERSEDED SURVEY CONTROL
 HT1070
 HT1070  NGVD 29 (10/21/93)    4.167  (m)           13.67   (f) ADJUSTED    1 2
 HT1070
 HT1070.Superseded values are not recommended for survey control.
 HT1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1070.See file dsdata.txt to determine how the superseded data were derived.
 HT1070
 HT1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4525890249(NAD 83)
 HT1070
 HT1070_MARKER: DJ = TIDAL STATION DISK
 HT1070_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HT1070_SP_SET: FOUNDATION WALL
 HT1070_STAMPING: SAUSALITO NO 2 1917
 HT1070_MARK LOGO: CGS   
 HT1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1070+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 HT1070
 HT1070  HISTORY     - Date     Condition        Report By
 HT1070  HISTORY     - 1917     MONUMENTED       CGS
 HT1070  HISTORY     - 1964     GOOD             CGS
 HT1070  HISTORY     - 19880908 GOOD             NGS
 HT1070  HISTORY     - 20080421 GOOD             GEOCAC
 HT1070
 HT1070                          STATION DESCRIPTION
 HT1070
 HT1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT1070'AT SAUSALITO.
 HT1070'AT SAUSALITO, AT THE EAST CORNER OF THE INTERSECTION OF PINE AND
 HT1070'CALEDONIA STREETS, SET VERTICALLY IN THE NORTHWEST BRICK FACE
 HT1070'OF A BUILDING OCCUPIED BY THE CALEDONIA MARKET, 6.0 FEET NORTHEAST
 HT1070'OF THE WEST CORNER OF THE BUILDING, AND 1.0 FOOT ABOVE THE
 HT1070'SIDEWALK.
 HT1070
 HT1070                          STATION RECOVERY (1988)
 HT1070
 HT1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1070'RECOVERED IN GOOD CONDITION.
 HT1070
 HT1070                          STATION RECOVERY (2008)
 HT1070
 HT1070'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 HT1070'CONTRARY TO 1964 DESCRIPTION, THE MARK IS LOCATED
 HT1070'AT THE WEST CORNER OF THE INTERSECTION OF  PINE AND
 HT1070'CALEDONIA STREETS, SET VERTICALLY IN THE SOUTHEAST
 HT1070'FACE OF A BUILDING NOW STUCCO AND OCCUPIED BY THE
 HT1070'MARIN THEATER, 3.5 FEET SOUTHWEST OF THE EAST CORNER
 HT1070'OF THE BUILDING, AND ABOUT 1.0 FOOT ABOVE THE SIDEWALK.
 HT1070'HH2 (NAD83)  37 51 30.9 (N)  122 29 07.8 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0279 ***********************************************************************
 LV0279  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0279  DESIGNATION -  941 8801 TIDAL 1
 LV0279  PID         -  LV0279
 LV0279  STATE/COUNTY-  CA/HUMBOLDT
 LV0279  USGS QUAD   -  EUREKA (1972)
 LV0279
 LV0279                         *CURRENT SURVEY CONTROL
 LV0279  ___________________________________________________________________
 LV0279* NAD 83(1986)-  40 48 09.8    (N)    124 10 02.5    (W)     HD_HELD2  
 LV0279* NAVD 88     -         5.686  (meters)      18.65   (feet)  ADJUSTED  
 LV0279  ___________________________________________________________________
 LV0279  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 LV0279  DYNAMIC HT  -           5.684 (meters)      18.65  (feet)  COMP
 LV0279  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 LV0279
 LV0279  VERT ORDER  -  FIRST     CLASS II
 LV0279
 LV0279.The horizontal coordinates were established by autonomous hand held GPS
 LV0279.observations and have an estimated accuracy of +/- 10 meters.
 LV0279.
 LV0279.The orthometric height was determined by differential leveling and
 LV0279.adjusted in June 1991.
 LV0279
 LV0279.This Tidal Bench Mark is designated as VM 8732
 LV0279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0279
 LV0279.The geoid height was determined by GEOID09.
 LV0279
 LV0279.The dynamic height is computed by dividing the NAVD 88
 LV0279.geopotential number by the normal gravity value computed on the
 LV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0279.degrees latitude (g = 980.6199 gals.).
 LV0279
 LV0279.The modeled gravity was interpolated from observed gravity values.
 LV0279
 LV0279;                    North         East    Units  Estimated Accuracy
 LV0279;SPC CA 1     -   665,418.    1,817,144.      MT  (+/- 10 meters HH2 GPS)
 LV0279
 LV0279                          SUPERSEDED SURVEY CONTROL
 LV0279
 LV0279  NGVD 29 (12/02/92)    4.677  (m)           15.34   (f) ADJUSTED    1 2
 LV0279
 LV0279.Superseded values are not recommended for survey control.
 LV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0279.See file dsdata.txt to determine how the superseded data were derived.
 LV0279
 LV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0152917513(NAD 83)
 LV0279
 LV0279_MARKER: DJ = TIDAL STATION DISK
 LV0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0279_SP_SET: PILLAR
 LV0279_STAMPING: BM 1 1921 14.911
 LV0279_MARK LOGO: CGS   
 LV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0279+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0279
 LV0279  HISTORY     - Date     Condition        Report By
 LV0279  HISTORY     - 1921     MONUMENTED       CGS
 LV0279  HISTORY     - 1967     GOOD             CGS
 LV0279  HISTORY     - 19880221 GOOD             NGS
 LV0279  HISTORY     - 20090123 GOOD             CADT
 LV0279
 LV0279                          STATION DESCRIPTION
 LV0279
 LV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0279'AT EUREKA.
 LV0279'AT EUREKA, AT THE WEST CORNER OF THE INTERSECTION OF 4TH STREET
 LV0279'(U.S. HIGHWAY 101) AND E STREET, IN THE TOP OF THE CONCRETE BASE
 LV0279'FOR A 24-INCH PILLAR AT THE NORTHEAST ENTRANCE TO THE COMERCE
 LV0279'BUILDING AT 350 E STREET, 41 FEET NORTHWEST OF THE NORTHWEST
 LV0279'CURB OF 4TH STREET, 10 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 LV0279'E STREET, 7 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE TO THE
 LV0279'BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE SIDEWALK.
 LV0279
 LV0279                          STATION RECOVERY (1988)
 LV0279
 LV0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0279'RECOVERED IN GOOD CONDITION.
 LV0279
 LV0279                          STATION RECOVERY (2009)
 LV0279
 LV0279'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0279'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1312 ***********************************************************************
 LU1312  DESIGNATION -  A 101
 LU1312  PID         -  LU1312
 LU1312  STATE/COUNTY-  CA/HUMBOLDT
 LU1312  USGS QUAD   -  REDCREST (1969)
 LU1312
 LU1312                         *CURRENT SURVEY CONTROL
 LU1312  ___________________________________________________________________
 LU1312* NAD 83(1986)-  40 22 42.     (N)    123 55 07.     (W)     SCALED    
 LU1312* NAVD 88     -        48.18   (+/-2cm)     158.1    (feet)  VERTCON   
 LU1312  ___________________________________________________________________
 LU1312  GEOID HEIGHT-         -30.48  (meters)                     GEOID09
 LU1312  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1312
 LU1312.The horizontal coordinates were scaled from a topographic map and have
 LU1312.an estimated accuracy of +/- 6 seconds.
 LU1312.
 LU1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1312
 LU1312.The vertical order pertains to the NGVD 29 superseded value.
 LU1312
 LU1312.The geoid height was determined by GEOID09.
 LU1312
 LU1312;                    North         East    Units  Estimated Accuracy
 LU1312;SPC CA 1     -   617,820.    1,837,100.      MT  (+/- 180 meters Scaled)
 LU1312
 LU1312                          SUPERSEDED SURVEY CONTROL
 LU1312
 LU1312  NGVD 29 (??/??/92)   47.220  (m)          154.92   (f) ADJ UNCH    1 2
 LU1312
 LU1312.Superseded values are not recommended for survey control.
 LU1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1312.See file dsdata.txt to determine how the superseded data were derived.
 LU1312
 LU1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK220701(NAD 83)
 LU1312
 LU1312_MARKER: DB = BENCH MARK DISK
 LU1312_SETTING: 80 = SET IN A BOULDER
 LU1312_STAMPING: A 101 1931
 LU1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1312+STABILITY: SURFACE MOTION
 LU1312
 LU1312  HISTORY     - Date     Condition        Report By
 LU1312  HISTORY     - 1931     MONUMENTED       CGS
 LU1312  HISTORY     - 1934     GOOD             CGS
 LU1312  HISTORY     - 1949     MARK NOT FOUND   USGS
 LU1312
 LU1312                          STATION DESCRIPTION
 LU1312
 LU1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LU1312'6 MI SE FROM SHIVELY.
 LU1312'ABOUT 6 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 LU1312'FROM SHIVELEY, HUMBOLDT COUNTY, 4.9 MILES NORTH OF WEOTT, AT POLE
 LU1312'239/22, 45 FEET NORTH OF A WOODEN BRIDGE, 22 FEET EAST OF THE
 LU1312'TRACK, AND IN THE TOP OF A SQUARE SANDSTONE BOULDER.  A STANDARD
 LU1312'DISK, STAMPED A 10 1931.
 LU1312
 LU1312                          STATION RECOVERY (1949)
 LU1312
 LU1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LU1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1247 ***********************************************************************
 LU1247  DESIGNATION -  A 102
 LU1247  PID         -  LU1247
 LU1247  STATE/COUNTY-  CA/HUMBOLDT
 LU1247  USGS QUAD   -  GARBERVILLE (1970)
 LU1247
 LU1247                         *CURRENT SURVEY CONTROL
 LU1247  ___________________________________________________________________
 LU1247* NAD 83(1986)-  40 03 28.     (N)    123 47 10.     (W)     SCALED    
 LU1247* NAVD 88     -       121.595  (meters)     398.93   (feet)  ADJUSTED  
 LU1247  ___________________________________________________________________
 LU1247  GEOID HEIGHT-         -30.41  (meters)                     GEOID09
 LU1247  DYNAMIC HT  -         121.530 (meters)     398.72  (feet)  COMP
 LU1247  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LU1247
 LU1247  VERT ORDER  -  FIRST     CLASS II
 LU1247
 LU1247.The horizontal coordinates were scaled from a topographic map and have
 LU1247.an estimated accuracy of +/- 6 seconds.
 LU1247.
 LU1247.The orthometric height was determined by differential leveling and
 LU1247.adjusted in June 1991.
 LU1247
 LU1247.The geoid height was determined by GEOID09.
 LU1247
 LU1247.The dynamic height is computed by dividing the NAVD 88
 LU1247.geopotential number by the normal gravity value computed on the
 LU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1247.degrees latitude (g = 980.6199 gals.).
 LU1247
 LU1247.The modeled gravity was interpolated from observed gravity values.
 LU1247
 LU1247;                    North         East    Units  Estimated Accuracy
 LU1247;SPC CA 1     -   582,000.    1,847,620.      MT  (+/- 180 meters Scaled)
 LU1247
 LU1247                          SUPERSEDED SURVEY CONTROL
 LU1247
 LU1247  NGVD 29 (12/02/92)  120.675  (m)          395.91   (f) ADJUSTED    1 2
 LU1247
 LU1247.Superseded values are not recommended for survey control.
 LU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1247.See file dsdata.txt to determine how the superseded data were derived.
 LU1247
 LU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK329344(NAD 83)
 LU1247
 LU1247_MARKER: DB = BENCH MARK DISK
 LU1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1247_SP_SET: CONCRETE POST
 LU1247_STAMPING: A 102 1931 395.541
 LU1247_MARK LOGO: CGS   
 LU1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1247+STABILITY: SURFACE MOTION
 LU1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1247+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1247
 LU1247  HISTORY     - Date     Condition        Report By
 LU1247  HISTORY     - 1931     MONUMENTED       CGS
 LU1247  HISTORY     - 1967     GOOD             CGS
 LU1247  HISTORY     - 19880331 GOOD             NGS
 LU1247  HISTORY     - 19920729 GOOD             NGS
 LU1247
 LU1247                          STATION DESCRIPTION
 LU1247
 LU1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1247'3.8 MI S FROM GARBERVILLE.
 LU1247'3.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1247'GARBERVILLE, 0.1 MILE WEST OF A PULLOUT AREA AND A LARGE BOULDER
 LU1247'IN THE RIVER, BETWEEN THE HIGHWAY AND THE RIVER AMONG A GROUP OF
 LU1247'TREES, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 215 FEET
 LU1247'EAST OF CULVERT 5.91, 56 FEET WEST OF A POWER POLE, ABOUT 12
 LU1247'FEET SOUTH OF A CLIFF AT THE EDGE OF THE RIVER, 1.2 FEET WEST OF
 LU1247'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LU1247'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LU1247
 LU1247                          STATION RECOVERY (1988)
 LU1247
 LU1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1247'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.1 KM (2.55
 LU1247'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1247'GARBERVILLE, THENCE 0.2 KM (0.10 MI) EAST ALONG LAKE BENBOW DRIVE,
 LU1247'THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG BENBOW DRIVE.
 LU1247
 LU1247                          STATION RECOVERY (1992)
 LU1247
 LU1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1247'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1247'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1247'HIGHWAY 101, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG LAKE BENBOW
 LU1247'DRIVE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG BENBOW DRIVE, 0.2 KM
 LU1247'(0.10 MI) WEST OF A PULLOUT, 65.5 M (214.9 FT) EAST OF CULVERT NUMBER
 LU1247'5.91, 17.1 M (56.1 FT) WEST OF A UTILITY POLE, 10.4 M (34.1 FT) NORTH
 LU1247'OF AND LEVEL WITH THE CENTERLINE OF THE DRIVE, 3.7 M (12.1 FT) SOUTH
 LU1247'OF A CLIFF AT THE EDGE OF A RIVER, 0.4 M (1.3 FT) WEST OF A WITNESS
 LU1247'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LU1247'SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1472 ***********************************************************************
 KT1472  DESIGNATION -  A 103
 KT1472  PID         -  KT1472
 KT1472  STATE/COUNTY-  CA/MENDOCINO
 KT1472  USGS QUAD   -  TAN OAK PARK (1994)
 KT1472
 KT1472                         *CURRENT SURVEY CONTROL
 KT1472  ___________________________________________________________________
 KT1472* NAD 83(1986)-  39 48 46.     (N)    123 33 25.     (W)     SCALED    
 KT1472* NAVD 88     -       448.89   (+/-2cm)    1472.7    (feet)  VERTCON   
 KT1472  ___________________________________________________________________
 KT1472  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1472  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1472
 KT1472.The horizontal coordinates were scaled from a topographic map and have
 KT1472.an estimated accuracy of +/- 6 seconds.
 KT1472.
 KT1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1472
 KT1472.The vertical order pertains to the NGVD 29 superseded value.
 KT1472
 KT1472.The geoid height was determined by GEOID09.
 KT1472
 KT1472;                    North         East    Units  Estimated Accuracy
 KT1472;SPC CA 2     -   739,380.    1,866,690.      MT  (+/- 180 meters Scaled)
 KT1472
 KT1472                          SUPERSEDED SURVEY CONTROL
 KT1472
 KT1472  NGVD 29 (??/??/92)  447.945  (m)         1469.63   (f) ADJ UNCH    1 2
 KT1472
 KT1472.Superseded values are not recommended for survey control.
 KT1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1472.See file dsdata.txt to determine how the superseded data were derived.
 KT1472
 KT1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK523071(NAD 83)
 KT1472
 KT1472_MARKER: DB = BENCH MARK DISK
 KT1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1472_STAMPING: A 103 1931 1469.433
 KT1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1472+STABILITY: SURFACE MOTION
 KT1472
 KT1472  HISTORY     - Date     Condition        Report By
 KT1472  HISTORY     - 1931     MONUMENTED       CGS
 KT1472  HISTORY     - 1967     GOOD             CGS
 KT1472
 KT1472                          STATION DESCRIPTION
 KT1472
 KT1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1472'10.4 MI N FROM LAYTONVILLE.
 KT1472'10.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1472'LAYTONVILLE, 0.1 MILE SOUTHEAST OF THE NORTHWEST END OF A LONG
 KT1472'TANGENT, AT THE JUNCTION OF A DIRT ROAD, 56 FEET NORTHEAST OF
 KT1472'THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTH OF THE NORTHWEST
 KT1472'END OF THE HEAD WALL OF CULVERT 79.80, 20 FEET NORTHEAST OF THE
 KT1472'CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF A POINT IN LINE WITH
 KT1472'TELEPHONE POLES, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT
 KT1472'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1472'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1196 ***********************************************************************
 KT1196  DESIGNATION -  A 105 CAHD
 KT1196  PID         -  KT1196
 KT1196  STATE/COUNTY-  CA/MENDOCINO
 KT1196  USGS QUAD   -  UKIAH (1975)
 KT1196
 KT1196                         *CURRENT SURVEY CONTROL
 KT1196  ___________________________________________________________________
 KT1196* NAD 83(1986)-  39 08 04.     (N)    123 12 00.     (W)     SCALED    
 KT1196* NAVD 88     -       185.24   (+/-2cm)     607.7    (feet)  VERTCON   
 KT1196  ___________________________________________________________________
 KT1196  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 KT1196  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1196
 KT1196.The horizontal coordinates were scaled from a topographic map and have
 KT1196.an estimated accuracy of +/- 6 seconds.
 KT1196.
 KT1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1196
 KT1196.The vertical order pertains to the NGVD 29 superseded value.
 KT1196
 KT1196.The geoid height was determined by GEOID09.
 KT1196
 KT1196;                    North         East    Units  Estimated Accuracy
 KT1196;SPC CA 2     -   663,620.    1,896,260.      MT  (+/- 180 meters Scaled)
 KT1196
 KT1196                          SUPERSEDED SURVEY CONTROL
 KT1196
 KT1196  NGVD 29 (??/??/92)  184.372  (m)          604.89   (f) ADJ UNCH    1 2
 KT1196
 KT1196.Superseded values are not recommended for survey control.
 KT1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1196.See file dsdata.txt to determine how the superseded data were derived.
 KT1196
 KT1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ827317(NAD 83)
 KT1196
 KT1196_MARKER: DB = BENCH MARK DISK
 KT1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1196_STAMPING: A 105 1932
 KT1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1196+STABILITY: SURFACE MOTION
 KT1196
 KT1196  HISTORY     - Date     Condition        Report By
 KT1196  HISTORY     - 1932     MONUMENTED       CADH
 KT1196  HISTORY     - 1949     GOOD             CGS
 KT1196  HISTORY     - 1964     MARK NOT FOUND   CGS
 KT1196
 KT1196                          STATION DESCRIPTION
 KT1196
 KT1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KT1196'1 MI S FROM UKIAH.
 KT1196'1.0 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1196'STATION AT UKIAH, MENDOCINO COUNTY, 0.1 MILE SOUTH OF ASYLUM,
 KT1196'AT ROAD CROSSING NO. 112-K, 31 FEET SOUTH OF THE CENTERLINE OF
 KT1196'THE ROAD, 28 FEET EAST OF THE TRACK, AND AT A FENCE CORNER.
 KT1196'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED A
 KT1196'105 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KT1196'ABOVE GROUND.
 KT1196
 KT1196                          STATION RECOVERY (1964)
 KT1196
 KT1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KT1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1068 ***********************************************************************
 JT1068  DESIGNATION -  A 106
 JT1068  PID         -  JT1068
 JT1068  STATE/COUNTY-  CA/SONOMA
 JT1068  USGS QUAD   -  GEYSERVILLE (1997)
 JT1068
 JT1068                         *CURRENT SURVEY CONTROL
 JT1068  ___________________________________________________________________
 JT1068* NAD 83(1986)-  38 42 28.     (N)    122 54 10.     (W)     SCALED    
 JT1068* NAVD 88     -        63.68   (+/-2cm)     208.9    (feet)  VERTCON   
 JT1068  ___________________________________________________________________
 JT1068  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 JT1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1068
 JT1068.The horizontal coordinates were scaled from a topographic map and have
 JT1068.an estimated accuracy of +/- 6 seconds.
 JT1068.
 JT1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1068
 JT1068.The vertical order pertains to the NGVD 29 superseded value.
 JT1068
 JT1068.The geoid height was determined by GEOID09.
 JT1068
 JT1068;                    North         East    Units  Estimated Accuracy
 JT1068;SPC CA 2     -   615,960.    1,921,480.      MT  (+/- 180 meters Scaled)
 JT1068
 JT1068                          SUPERSEDED SURVEY CONTROL
 JT1068
 JT1068  NGVD 29 (??/??/92)   62.80   (m)          206.0    (f) COMPUTED    1 2
 JT1068
 JT1068.Superseded values are not recommended for survey control.
 JT1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1068.See file dsdata.txt to determine how the superseded data were derived.
 JT1068
 JT1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH084843(NAD 83)
 JT1068
 JT1068_MARKER: DD = SURVEY DISK
 JT1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1068_STAMPING: A 106 1932
 JT1068_MARK LOGO: CADH  
 JT1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1068+STABILITY: SURFACE MOTION
 JT1068
 JT1068  HISTORY     - Date     Condition        Report By
 JT1068  HISTORY     - 1932     MONUMENTED       CADH
 JT1068  HISTORY     - 1935     GOOD             CGS
 JT1068  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1068
 JT1068                          STATION DESCRIPTION
 JT1068
 JT1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1068'AT GEYSERVILLE.
 JT1068'AT GEYSERVILLE, SONOMA COUNTY, ON THE NORTHWESTERN PACIFIC
 JT1068'RAILROAD, 125 FEET NORTH OF THE STATION, AT A STREET CROSSING,
 JT1068'100 FEET WEST OF THE MAIN TRACK, 50 FEET NORTH OF THE CENTERLINE
 JT1068'OF DEPOT STREET, AND AT A FENCE LINE.  A CALIFORNIA DIVISION
 JT1068'OF HIGHWAYS STANDARD DISK, STAMPED---A 106 1932---, AND SET IN THE
 JT1068'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 JT1068
 JT1068                          STATION RECOVERY (1960)
 JT1068
 JT1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0736 ***********************************************************************
 JT0736  DESIGNATION -  A 107
 JT0736  PID         -  JT0736
 JT0736  STATE/COUNTY-  CA/SONOMA
 JT0736  USGS QUAD   -  COTATI (1980)
 JT0736
 JT0736                         *CURRENT SURVEY CONTROL
 JT0736  ___________________________________________________________________
 JT0736* NAD 83(1986)-  38 22 00.     (N)    122 42 49.     (W)     SCALED    
 JT0736* NAVD 88     -        29.67   (+/-2cm)      97.3    (feet)  VERTCON   
 JT0736  ___________________________________________________________________
 JT0736  GEOID HEIGHT-         -31.58  (meters)                     GEOID09
 JT0736  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0736
 JT0736.The horizontal coordinates were scaled from a topographic map and have
 JT0736.an estimated accuracy of +/- 6 seconds.
 JT0736.
 JT0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0736
 JT0736.The vertical order pertains to the NGVD 29 superseded value.
 JT0736
 JT0736.The geoid height was determined by GEOID09.
 JT0736
 JT0736;                    North         East    Units  Estimated Accuracy
 JT0736;SPC CA 2     -   577,950.    1,937,640.      MT  (+/- 180 meters Scaled)
 JT0736
 JT0736                          SUPERSEDED SURVEY CONTROL
 JT0736
 JT0736  NGVD 29 (??/??/92)   28.819  (m)           94.55   (f) ADJ UNCH    1 2
 JT0736
 JT0736.Superseded values are not recommended for survey control.
 JT0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0736.See file dsdata.txt to determine how the superseded data were derived.
 JT0736
 JT0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH250465(NAD 83)
 JT0736
 JT0736_MARKER: DD = SURVEY DISK
 JT0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0736_STAMPING: A 107 1932
 JT0736_MARK LOGO: CADH  
 JT0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0736+STABILITY: SURFACE MOTION
 JT0736
 JT0736  HISTORY     - Date     Condition        Report By
 JT0736  HISTORY     - 1932     MONUMENTED       CADH
 JT0736  HISTORY     - 1959     GOOD             CGS
 JT0736
 JT0736                          STATION DESCRIPTION
 JT0736
 JT0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0736'5 MI S FROM SANTA ROSA.
 JT0736'5.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0736'STATION AT SANTA ROSA, ABOUT 200 YARDS NORTHWEST OF THE POINT
 JT0736'WHERE U.S. HIGHWAY 101 CROSSES OVER THE TRACK, 109.6 FEET SOUTHWEST
 JT0736'OF THE NORTHEAST TRACK, 48 FEET WEST OF THE CENTERLINE OF WILFRED
 JT0736'AVENUE (FORMERLY U.S. HIGHWAY 101), 20.4 FEET EAST OF THE SOUTHEAST
 JT0736'CORNER OF A HOUSE, 7.3 FEET SOUTHEAST OF THE CORNER OF A CARPORT,
 JT0736'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 1
 JT0736'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0744 ***********************************************************************
 HT0744  DESIGNATION -  A 109
 HT0744  PID         -  HT0744
 HT0744  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0744  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0744
 HT0744                         *CURRENT SURVEY CONTROL
 HT0744  ___________________________________________________________________
 HT0744* NAD 83(1986)-  37 47 27.     (N)    122 24 06.     (W)     SCALED    
 HT0744* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 HT0744  ___________________________________________________________________
 HT0744  GEOID HEIGHT-         -32.49  (meters)                     GEOID09
 HT0744  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0744
 HT0744.The horizontal coordinates were scaled from a topographic map and have
 HT0744.an estimated accuracy of +/- 6 seconds.
 HT0744.
 HT0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0744
 HT0744.The vertical order pertains to the NGVD 29 superseded value.
 HT0744
 HT0744.The geoid height was determined by GEOID09.
 HT0744
 HT0744;                    North         East    Units  Estimated Accuracy
 HT0744;SPC CA 3     -   644,960.    1,832,520.      MT  (+/- 180 meters Scaled)
 HT0744
 HT0744                          SUPERSEDED SURVEY CONTROL
 HT0744
 HT0744  NGVD 29 (??/??/??)    8.303  (m)           27.24   (f) ADJUSTED    1 1
 HT0744
 HT0744.Superseded values are not recommended for survey control.
 HT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0744.See file dsdata.txt to determine how the superseded data were derived.
 HT0744
 HT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG526827(NAD 83)
 HT0744
 HT0744_MARKER: DB = BENCH MARK DISK
 HT0744_SETTING: 66 = SET IN ROCK OUTCROP
 HT0744_SP_SET: ROCK LEDGE
 HT0744_STAMPING: A 109 1932
 HT0744_MARK LOGO: CGS   
 HT0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT0744+STABILITY: POSITION/ELEVATION WELL
 HT0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0744+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 HT0744
 HT0744  HISTORY     - Date     Condition        Report By
 HT0744  HISTORY     - 1932     MONUMENTED       CGS
 HT0744  HISTORY     - 1952     GOOD             CGS
 HT0744  HISTORY     - 1969     GOOD             CGS
 HT0744  HISTORY     - 19880920 GOOD             NGS
 HT0744
 HT0744                          STATION DESCRIPTION
 HT0744
 HT0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0744'AT SAN FRANCISCO.
 HT0744'AT SAN FRANCISCO, IN THE STANDARD OIL COMPANY BUILDING (225 BUSH
 HT0744'STREET), IN THE TOP OF THE GRANITE LEDGE AT THE WEST END OF THE
 HT0744'CENTER WINDOW BETWEEN THE BUSH STREET ENTRANCE AND THE NORTHWEST
 HT0744'CORNER OF THE BUILDING, 92.2 FEET EAST OF THE NORTHWEST CORNER OF
 HT0744'THE BUILDING, AND 3.4 FEET ABOVE THE SIDEWALK.
 HT0744
 HT0744                          STATION RECOVERY (1969)
 HT0744
 HT0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0744'RECOVERED IN GOOD CONDITION.
 HT0744
 HT0744                          STATION RECOVERY (1988)
 HT0744
 HT0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1226 ***********************************************************************
 HT1226  DESIGNATION -  A 111
 HT1226  PID         -  HT1226
 HT1226  STATE/COUNTY-  CA/SANTA CLARA
 HT1226  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1226
 HT1226                         *CURRENT SURVEY CONTROL
 HT1226  ___________________________________________________________________
 HT1226* NAD 83(1986)-  37 25 17.     (N)    122 06 23.     (W)     SCALED    
 HT1226* NAVD 88     -         5.06   (+/-2cm)      16.6    (feet)  VERTCON   
 HT1226  ___________________________________________________________________
 HT1226  GEOID HEIGHT-         -32.63  (meters)                     GEOID09
 HT1226  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1226
 HT1226.The horizontal coordinates were scaled from a topographic map and have
 HT1226.an estimated accuracy of +/- 6 seconds.
 HT1226.
 HT1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1226
 HT1226.The vertical order pertains to the NGVD 29 superseded value.
 HT1226
 HT1226.The geoid height was determined by GEOID09.
 HT1226
 HT1226;                    North         East    Units  Estimated Accuracy
 HT1226;SPC CA 3     -   603,480.    1,857,820.      MT  (+/- 180 meters Scaled)
 HT1226
 HT1226                          SUPERSEDED SURVEY CONTROL
 HT1226
 HT1226  NGVD 29 (??/??/92)    4.235  (m)           13.89   (f) ADJ UNCH    1 2
 HT1226
 HT1226.Superseded values are not recommended for survey control.
 HT1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1226.See file dsdata.txt to determine how the superseded data were derived.
 HT1226
 HT1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG790419(NAD 83)
 HT1226
 HT1226_MARKER: DB = BENCH MARK DISK
 HT1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1226_STAMPING: A 111 1932
 HT1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1226+STABILITY: SURFACE MOTION
 HT1226
 HT1226  HISTORY     - Date     Condition        Report By
 HT1226  HISTORY     - 1932     MONUMENTED       CGS
 HT1226  HISTORY     - 1948     GOOD             CGS
 HT1226  HISTORY     - 1954     MARK NOT FOUND   CGS
 HT1226
 HT1226                          STATION DESCRIPTION
 HT1226
 HT1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HT1226'2 MI E FROM PALO ALTO.
 HT1226'1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HT1226'FROM THE CALIFORNIA AVENUE RAILROAD STATION AT PALO ALTO, THENCE
 HT1226'0.8 MILES NORTHEAST ALONG CHARLESTON ROAD, 0.2 MILE NORTHEAST
 HT1226'OF THE INTERSECTION OF MIDDLEFIELD ROAD, AT A CURVE IN THE
 HT1226'ROAD, 14.6 FEET SOUTHEAST OF THE CENTER LINE OF CHARLESTON
 HT1226'ROAD, 36.4 FEET SOUTHWEST OF POWER TRANSMISSION POLE, OPPOSITE
 HT1226'THE A.G. QUADRO RESIDENCE, A STANDARD DISK SET IN THE TOP OF A
 HT1226'CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND LEVEL.
 HT1226
 HT1226                          STATION RECOVERY (1954)
 HT1226
 HT1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HT1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0451 ***********************************************************************
 HT0451  DESIGNATION -  AA 110
 HT0451  PID         -  HT0451
 HT0451  STATE/COUNTY-  CA/SAN MATEO
 HT0451  USGS QUAD   -  SAN MATEO (1997)
 HT0451
 HT0451                         *CURRENT SURVEY CONTROL
 HT0451  ___________________________________________________________________
 HT0451* NAD 83(1986)-  37 33 40.     (N)    122 19 20.     (W)     SCALED    
 HT0451* NAVD 88     -        11.64   (+/-2cm)      38.2    (feet)  VERTCON   
 HT0451  ___________________________________________________________________
 HT0451  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0451  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0451
 HT0451.The horizontal coordinates were scaled from a topographic map and have
 HT0451.an estimated accuracy of +/- 6 seconds.
 HT0451.
 HT0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0451
 HT0451.The vertical order pertains to the NGVD 29 superseded value.
 HT0451
 HT0451.The geoid height was determined by GEOID09.
 HT0451
 HT0451;                    North         East    Units  Estimated Accuracy
 HT0451;SPC CA 3     -   619,330.    1,839,020.      MT  (+/- 180 meters Scaled)
 HT0451
 HT0451                          SUPERSEDED SURVEY CONTROL
 HT0451
 HT0451  NGVD 29 (??/??/92)   10.808  (m)           35.46   (f) ADJ UNCH    1 2
 HT0451
 HT0451.Superseded values are not recommended for survey control.
 HT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0451.See file dsdata.txt to determine how the superseded data were derived.
 HT0451
 HT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG598573(NAD 83)
 HT0451
 HT0451_MARKER: DB = BENCH MARK DISK
 HT0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0451_SP_SET: FLAGPOLE BASE
 HT0451_STAMPING: AA 110 1932
 HT0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0451+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2003
 HT0451
 HT0451  HISTORY     - Date     Condition        Report By
 HT0451  HISTORY     - 1932     MONUMENTED       CGS
 HT0451  HISTORY     - 1956     GOOD             CGS
 HT0451  HISTORY     - 1972     GOOD             NGS
 HT0451  HISTORY     - 1976     GOOD             NGS
 HT0451  HISTORY     - 20030810 GOOD             GEOCAC
 HT0451
 HT0451                          STATION DESCRIPTION
 HT0451
 HT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0451'AT SAN MATEO.
 HT0451'AT SAN MATEO, AT CENTRAL SAN MATEO CITY PARK, ABOUT 160 YARDS
 HT0451'SOUTHWEST OF THE T JUNCTION OF LAUREL AVENUE AND 7TH STREET, 400
 HT0451'FEET NORTHEAST OF EL CAMINO REAL (U.S. HIGHWAY 101), IN THE TOP
 HT0451'OF THE SOUTHEAST SIDE OF THE CONCRETE BASE OF A FLAGPOLE, 0.8
 HT0451'FOOT SOUTHEAST OF THE SOUTHEAST SIDE OF THE IRON BASE OF THE
 HT0451'FLAGPOLE, AND 0.5 FOOT HIGHER THAN THE GROUND.  NOTE-- DISK
 HT0451'SLANTING, ROD WAS HELD OVER THE WORD OR BETWEEN THE WORDS FINE AND
 HT0451'IMPRISONMENT DURING THE 1956 RELEVELING.
 HT0451
 HT0451                          STATION RECOVERY (1972)
 HT0451
 HT0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HT0451'RECOVERED IN GOOD CONDITION.
 HT0451
 HT0451                          STATION RECOVERY (1976)
 HT0451
 HT0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0451'AT SAN MATEO, AT CENTRAL SAN MATEO CITY PARK, ABOUT 160 YARDS
 HT0451'SOUTHWEST OF THE T JUNCTION OF LAUREL AVENUE AND 7 TH STREET, 400 FT
 HT0451'NORTHEAST OF EL CAMINO REAL (US HIGHWAY 101), IN THE TOP OF THE
 HT0451'SOUTHEAST SIDE OF THE CONCRETE BASE OF A FLAG POLE, 0.8 FT SOUTHEAST
 HT0451'OF THE SOUTHEAST SIDE OF THE IRON BASE OF THE FLAG POLE, NOTE DISK
 HT0451'SLANTING, ROD WAS HELD OVER THE WORD -OR- BETWEEN THE WORDS  -FINE AND
 HT0451'IMPRISONMENT-.
 HT0451
 HT0451                          STATION RECOVERY (2003)
 HT0451
 HT0451'RECOVERY NOTE BY GEOCACHING 2003 (CSM)
 HT0451'CONDITION AS DESCRIBED IN 1976.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0732 ***********************************************************************
 HT0732  DESIGNATION -  ASTRONOMIC STATION
 HT0732  PID         -  HT0732
 HT0732  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0732  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0732
 HT0732                         *CURRENT SURVEY CONTROL
 HT0732  ___________________________________________________________________
 HT0732* NAD 83(1986)-  37 48 03.30   (N)    122 24 34.38   (W)     HD_HELD1  
 HT0732* NAVD 88     -        26.94   (+/-2cm)      88.4    (feet)  VERTCON   
 HT0732  ___________________________________________________________________
 HT0732  GEOID HEIGHT-         -32.48  (meters)                     GEOID09
 HT0732  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0732
 HT0732.The horizontal coordinates were established by differentially corrected
 HT0732.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0732.
 HT0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0732
 HT0732.The vertical order pertains to the NGVD 29 superseded value.
 HT0732
 HT0732.Photographs are available for this station.
 HT0732
 HT0732.The geoid height was determined by GEOID09.
 HT0732
 HT0732;                    North         East    Units  Estimated Accuracy
 HT0732;SPC CA 3     -   646,092.6   1,831,850.6     MT  (+/- 3 meters HH1 GPS) 
 HT0732
 HT0732                          SUPERSEDED SURVEY CONTROL
 HT0732
 HT0732  NGVD 29 (??/??/??)   26.106  (m)           85.65   (f) ADJUSTED    1 1
 HT0732
 HT0732.Superseded values are not recommended for survey control.
 HT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0732.See file dsdata.txt to determine how the superseded data were derived.
 HT0732
 HT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG5197983890(NAD 83)
 HT0732
 HT0732_MARKER: B = BOLT
 HT0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0732_SP_SET: MONUMENT
 HT0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0732+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1988
 HT0732
 HT0732  HISTORY     - Date     Condition        Report By
 HT0732  HISTORY     - UNK      MONUMENTED       CGS
 HT0732  HISTORY     - 1952     GOOD             CGS
 HT0732  HISTORY     - 1969     GOOD             CGS
 HT0732  HISTORY     - 19881011 GOOD             NGS
 HT0732
 HT0732                          STATION DESCRIPTION
 HT0732
 HT0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0732'AT SAN FRANCISCO.
 HT0732'AT SAN FRANCISCO, ABOUT MIDWAY BETWEEN UNION AND FILBERT STREETS,
 HT0732'IN THE TOP OF AN INSCRIBED GRANITE MONUMENT ON THE EAST SIDE OF
 HT0732'WASHINGTON SQUARE, 41.0 FEET WEST OF THE WEST CURB OF STOCKTON
 HT0732'STREET, AND 3.0 FEET ABOVE THE GROUND.
 HT0732
 HT0732                          STATION RECOVERY (1969)
 HT0732
 HT0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0732'RECOVERED IN GOOD CONDITION.
 HT0732
 HT0732                          STATION RECOVERY (1988)
 HT0732
 HT0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1246 ***********************************************************************
 LU1246  DESIGNATION -  B 102
 LU1246  PID         -  LU1246
 LU1246  STATE/COUNTY-  CA/HUMBOLDT
 LU1246  USGS QUAD   -  GARBERVILLE (1970)
 LU1246
 LU1246                         *CURRENT SURVEY CONTROL
 LU1246  ___________________________________________________________________
 LU1246* NAD 83(1986)-  40 03 02.     (N)    123 47 31.     (W)     SCALED    
 LU1246* NAVD 88     -       127.88   (+/-2cm)     419.6    (feet)  VERTCON   
 LU1246  ___________________________________________________________________
 LU1246  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1246
 LU1246.The horizontal coordinates were scaled from a topographic map and have
 LU1246.an estimated accuracy of +/- 6 seconds.
 LU1246.
 LU1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1246
 LU1246.The vertical order pertains to the NGVD 29 superseded value.
 LU1246
 LU1246.The geoid height was determined by GEOID09.
 LU1246
 LU1246;                    North         East    Units  Estimated Accuracy
 LU1246;SPC CA 1     -   581,200.    1,847,100.      MT  (+/- 180 meters Scaled)
 LU1246
 LU1246                          SUPERSEDED SURVEY CONTROL
 LU1246
 LU1246  NGVD 29 (??/??/92)  126.962  (m)          416.54   (f) ADJ UNCH    1 2
 LU1246
 LU1246.Superseded values are not recommended for survey control.
 LU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1246.See file dsdata.txt to determine how the superseded data were derived.
 LU1246
 LU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK324336(NAD 83)
 LU1246
 LU1246_MARKER: DD = SURVEY DISK
 LU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1246_STAMPING: B 102 1931
 LU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1246+STABILITY: SURFACE MOTION
 LU1246
 LU1246  HISTORY     - Date     Condition        Report By
 LU1246  HISTORY     - 1931     MONUMENTED       CADH
 LU1246  HISTORY     - 1967     GOOD             CGS
 LU1246  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LU1246
 LU1246                          STATION DESCRIPTION
 LU1246
 LU1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1246'4.5 MI S FROM GARBERVILLE.
 LU1246'4.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1246'GARBERVILLE, ABOUT MIDWAY BETWEEN CURVES, ACROSS THE HIGHWAY FROM
 LU1246'A LARGE LEVEL AREA NOW USED AS A LUMBER MILL, 37 FEET EAST OF THE
 LU1246'CENTER LINE OF THE HIGHWAY, ABOUT 90 FEET SOUTH OF THE EXTENDED
 LU1246'CENTER LINE OF A GRAVELED DRIVEWAY LEADING TO THE MILL, 41 FEET
 LU1246'NORTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT, 0.8 FOOT WEST
 LU1246'OF A WIRE FENCE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH
 LU1246'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU1246'0.5 FOOT ABOVE THE GROUND.
 LU1246
 LU1246                          STATION RECOVERY (1988)
 LU1246
 LU1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1469 ***********************************************************************
 KT1469  DESIGNATION -  B 103 CAHD
 KT1469  PID         -  KT1469
 KT1469  STATE/COUNTY-  CA/MENDOCINO
 KT1469  USGS QUAD   -  TAN OAK PARK (1994)
 KT1469
 KT1469                         *CURRENT SURVEY CONTROL
 KT1469  ___________________________________________________________________
 KT1469* NAD 83(1986)-  39 47 24.     (N)    123 32 39.     (W)     SCALED    
 KT1469* NAVD 88     -       529.61   (+/-2cm)    1737.6    (feet)  VERTCON   
 KT1469  ___________________________________________________________________
 KT1469  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1469  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1469
 KT1469.The horizontal coordinates were scaled from a topographic map and have
 KT1469.an estimated accuracy of +/- 6 seconds.
 KT1469.
 KT1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1469
 KT1469.The vertical order pertains to the NGVD 29 superseded value.
 KT1469
 KT1469.The geoid height was determined by GEOID09.
 KT1469
 KT1469;                    North         East    Units  Estimated Accuracy
 KT1469;SPC CA 2     -   736,830.    1,867,740.      MT  (+/- 180 meters Scaled)
 KT1469
 KT1469                          SUPERSEDED SURVEY CONTROL
 KT1469
 KT1469  NGVD 29 (??/??/92)  528.672  (m)         1734.48   (f) ADJ UNCH    1 2
 KT1469
 KT1469.Superseded values are not recommended for survey control.
 KT1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1469.See file dsdata.txt to determine how the superseded data were derived.
 KT1469
 KT1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK534045(NAD 83)
 KT1469
 KT1469_MARKER: DD = SURVEY DISK
 KT1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1469_STAMPING: B 103 1931
 KT1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1469+STABILITY: SURFACE MOTION
 KT1469
 KT1469  HISTORY     - Date     Condition        Report By
 KT1469  HISTORY     - 1931     MONUMENTED       CADH
 KT1469  HISTORY     - 1967     GOOD             CGS
 KT1469
 KT1469                          STATION DESCRIPTION
 KT1469
 KT1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1469'8.4 MI N FROM LAYTONVILLE.
 KT1469'8.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1469'LAYTONVILLE, 0.2 MILE NORTH OF THE CREST OF A GRADE, AT A
 KT1469'PULLOFF AREA, 97 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20
 KT1469'FEET WEST OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 KT1469'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1469'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1089 ***********************************************************************
 KT1089  DESIGNATION -  B 104
 KT1089  PID         -  KT1089
 KT1089  STATE/COUNTY-  CA/MENDOCINO
 KT1089  USGS QUAD   -  BURBECK (1991)
 KT1089
 KT1089                         *CURRENT SURVEY CONTROL
 KT1089  ___________________________________________________________________
 KT1089* NAD 83(1986)-  39 29 43.     (N)    123 23 06.     (W)     SCALED    
 KT1089* NAVD 88     -       391.66   (+/-2cm)    1285.0    (feet)  VERTCON   
 KT1089  ___________________________________________________________________
 KT1089  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT1089  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1089
 KT1089.The horizontal coordinates were scaled from a topographic map and have
 KT1089.an estimated accuracy of +/- 6 seconds.
 KT1089.
 KT1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1089
 KT1089.The vertical order pertains to the NGVD 29 superseded value.
 KT1089
 KT1089.The geoid height was determined by GEOID09.
 KT1089
 KT1089;                    North         East    Units  Estimated Accuracy
 KT1089;SPC CA 2     -   703,900.    1,880,880.      MT  (+/- 180 meters Scaled)
 KT1089
 KT1089                          SUPERSEDED SURVEY CONTROL
 KT1089
 KT1089  NGVD 29 (??/??/92)  390.733  (m)         1281.93   (f) ADJ UNCH    1 2
 KT1089
 KT1089.Superseded values are not recommended for survey control.
 KT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1089.See file dsdata.txt to determine how the superseded data were derived.
 KT1089
 KT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ668718(NAD 83)
 KT1089
 KT1089_MARKER: DB = BENCH MARK DISK
 KT1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1089_SP_SET: TRESTLE
 KT1089_STAMPING: B 104 1931 1281.776
 KT1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1089
 KT1089  HISTORY     - Date     Condition        Report By
 KT1089  HISTORY     - 1931     MONUMENTED       CGS
 KT1089  HISTORY     - 1965     GOOD             CGS
 KT1089  HISTORY     - 1966     GOOD             CGS
 KT1089
 KT1089                          STATION DESCRIPTION
 KT1089
 KT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1089'7.2 MI N FROM WILLITS.
 KT1089'7.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1089'THE STATION AT WILLITS, IN THE TOP AND 1.5 FEET WEST OF THE
 KT1089'EAST END OF THE SOUTH ABUTMENT OF A TRESTLE, 7.3 FEET EAST
 KT1089'OF THE EAST RAIL, 64 FEET NORTHWEST OF TELEGRAPH POLE 146-28,
 KT1089'AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KT1089
 KT1089                          STATION RECOVERY (1966)
 KT1089
 KT1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KT1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1069 ***********************************************************************
 JT1069  DESIGNATION -  B 106
 JT1069  PID         -  JT1069
 JT1069  STATE/COUNTY-  CA/SONOMA
 JT1069  USGS QUAD   -  GEYSERVILLE (1997)
 JT1069
 JT1069                         *CURRENT SURVEY CONTROL
 JT1069  ___________________________________________________________________
 JT1069* NAD 83(1986)-  38 42 23.     (N)    122 54 04.     (W)     SCALED    
 JT1069* NAVD 88     -        64.50   (+/-2cm)     211.6    (feet)  VERTCON   
 JT1069  ___________________________________________________________________
 JT1069  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 JT1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1069
 JT1069.The horizontal coordinates were scaled from a topographic map and have
 JT1069.an estimated accuracy of +/- 6 seconds.
 JT1069.
 JT1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1069
 JT1069.The vertical order pertains to the NGVD 29 superseded value.
 JT1069
 JT1069.The geoid height was determined by GEOID09.
 JT1069
 JT1069;                    North         East    Units  Estimated Accuracy
 JT1069;SPC CA 2     -   615,800.    1,921,630.      MT  (+/- 180 meters Scaled)
 JT1069
 JT1069                          SUPERSEDED SURVEY CONTROL
 JT1069
 JT1069  NGVD 29 (??/??/92)   63.622  (m)          208.73   (f) ADJ UNCH    1 2
 JT1069
 JT1069.Superseded values are not recommended for survey control.
 JT1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1069.See file dsdata.txt to determine how the superseded data were derived.
 JT1069
 JT1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH085841(NAD 83)
 JT1069
 JT1069_MARKER: DB = BENCH MARK DISK
 JT1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1069_SP_SET: BUILDING
 JT1069_STAMPING: 208.641 B 106 1932
 JT1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1069
 JT1069  HISTORY     - Date     Condition        Report By
 JT1069  HISTORY     - 1932     MONUMENTED       CGS
 JT1069  HISTORY     - 1935     GOOD             CGS
 JT1069  HISTORY     - 1954     MARK NOT FOUND   CGS
 JT1069
 JT1069                          STATION DESCRIPTION
 JT1069
 JT1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1069'AT GEYSERVILLE.
 JT1069'AT GEYSERVILLE, SONOMA COUNTY, ABOUT 600 FEET SOUTH OF THE
 JT1069'NORTHWESTERN PACIFIC RAILROAD STATION, AT THE CALIFORNIA PRUNE
 JT1069'AND APRICOT GROWERS INC. WAREHOUSE, IN THE NORTH FACE OF THE
 JT1069'NORTHWEST CORNER, 6 INCHES EAST OF THE WEST WALL, AND ABOUT
 JT1069'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 208.641 B
 JT1069'106 1932 AND SET VERTICALLY.  NOTE-- A CONCRETE EXTENSION HAS
 JT1069'BEEN BUILT AT THE NORTH END OF THE ORIGINAL BUILDING, THE
 JT1069'EXTENSION IS FLUSH WITH THE WEST WALL OF THE ORIGINAL BUILDING
 JT1069'AND THE BENCH MARK WOULD BE IN THE CONCRETE WALL.
 JT1069
 JT1069                          STATION RECOVERY (1954)
 JT1069
 JT1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JT1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0740 ***********************************************************************
 JT0740  DESIGNATION -  B 107
 JT0740  PID         -  JT0740
 JT0740  STATE/COUNTY-  CA/SONOMA
 JT0740  USGS QUAD   -  COTATI (1980)
 JT0740
 JT0740                         *CURRENT SURVEY CONTROL
 JT0740  ___________________________________________________________________
 JT0740* NAD 83(1986)-  38 20 30.     (N)    122 41 50.     (W)     SCALED    
 JT0740* NAVD 88     -        33.12   (+/-2cm)     108.7    (feet)  VERTCON   
 JT0740  ___________________________________________________________________
 JT0740  GEOID HEIGHT-         -31.60  (meters)                     GEOID09
 JT0740  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0740
 JT0740.The horizontal coordinates were scaled from a topographic map and have
 JT0740.an estimated accuracy of +/- 6 seconds.
 JT0740.
 JT0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0740
 JT0740.The vertical order pertains to the NGVD 29 superseded value.
 JT0740
 JT0740.The geoid height was determined by GEOID09.
 JT0740
 JT0740;                    North         East    Units  Estimated Accuracy
 JT0740;SPC CA 2     -   575,160.    1,939,050.      MT  (+/- 180 meters Scaled)
 JT0740
 JT0740                          SUPERSEDED SURVEY CONTROL
 JT0740
 JT0740  NGVD 29 (??/??/92)   32.284  (m)          105.92   (f) ADJ UNCH    1 2
 JT0740
 JT0740.Superseded values are not recommended for survey control.
 JT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0740.See file dsdata.txt to determine how the superseded data were derived.
 JT0740
 JT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH264437(NAD 83)
 JT0740
 JT0740_MARKER: DB = BENCH MARK DISK
 JT0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0740_SP_SET: CULVERT
 JT0740_STAMPING: 105.866 B 107 1932
 JT0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0740
 JT0740  HISTORY     - Date     Condition        Report By
 JT0740  HISTORY     - 1932     MONUMENTED       CGS
 JT0740  HISTORY     - 1934     GOOD             CGS
 JT0740  HISTORY     - 1959     GOOD             CGS
 JT0740
 JT0740                          STATION DESCRIPTION
 JT0740
 JT0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0740'6.9 MI S FROM SANTA ROSA.
 JT0740'6.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0740'STATION AT SANTA ROSA, SONOMA COUNTY, 0.8 MILE NORTH OF THE
 JT0740'STATION AT COTATI, AT CULVERT NO. 46-C, AND IN THE NORTH END OF
 JT0740'THE EAST HEADWALL.  A STANDARD DISK, STAMPED 105.866 B 107
 JT0740'1932.
 JT0740
 JT0740                          STATION RECOVERY (1959)
 JT0740
 JT0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0760 ***********************************************************************
 HT0760  DESIGNATION -  B 109
 HT0760  PID         -  HT0760
 HT0760  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0760  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0760
 HT0760                         *CURRENT SURVEY CONTROL
 HT0760  ___________________________________________________________________
 HT0760* NAD 83(1986)-  37 47 16.     (N)    122 24 00.     (W)     SCALED    
 HT0760* NAVD 88     -         8.08   (+/-2cm)      26.5    (feet)  VERTCON   
 HT0760  ___________________________________________________________________
 HT0760  GEOID HEIGHT-         -32.49  (meters)                     GEOID09
 HT0760  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0760
 HT0760.The horizontal coordinates were scaled from a topographic map and have
 HT0760.an estimated accuracy of +/- 6 seconds.
 HT0760.
 HT0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0760
 HT0760.The vertical order pertains to the NGVD 29 superseded value.
 HT0760
 HT0760.The geoid height was determined by GEOID09.
 HT0760
 HT0760;                    North         East    Units  Estimated Accuracy
 HT0760;SPC CA 3     -   644,620.    1,832,660.      MT  (+/- 180 meters Scaled)
 HT0760
 HT0760                          SUPERSEDED SURVEY CONTROL
 HT0760
 HT0760  NGVD 29 (??/??/??)    7.247  (m)           23.78   (f) ADJUSTED    1 1
 HT0760
 HT0760.Superseded values are not recommended for survey control.
 HT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0760.See file dsdata.txt to determine how the superseded data were derived.
 HT0760
 HT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG528824(NAD 83)
 HT0760
 HT0760_MARKER: DB = BENCH MARK DISK
 HT0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0760_SP_SET: BUILDING
 HT0760_STAMPING: B 109 1932
 HT0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0760
 HT0760  HISTORY     - Date     Condition        Report By
 HT0760  HISTORY     - 1932     MONUMENTED       CGS
 HT0760  HISTORY     - 1952     GOOD             CGS
 HT0760  HISTORY     - 1969     GOOD             CGS
 HT0760  HISTORY     - 1987     GOOD             USPSQD
 HT0760  HISTORY     - 20101216 MARK NOT FOUND   NGS
 HT0760
 HT0760                          STATION DESCRIPTION
 HT0760
 HT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0760'AT SAN FRANCISCO.
 HT0760'AT SAN FRANCISCO, AT THE SOUTH CORNER OF THE INTERSECTION OF 2ND
 HT0760'AND MISSION STREETS, SET VERTICALLY IN THE NORTHWEST BRICK FACE
 HT0760'OF THE STEVENSON BUILDING (609 MISSION ST.), 1.7 FEET SOUTHWEST
 HT0760'OF THE NORTH CORNER OF THE BUILDING, AND 4.0 FEET ABOVE THE
 HT0760'SIDEWALK.
 HT0760
 HT0760                          STATION RECOVERY (1969)
 HT0760
 HT0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0760'RECOVERED IN GOOD CONDITION.
 HT0760
 HT0760                          STATION RECOVERY (1987)
 HT0760
 HT0760'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0760'RECOVERED IN GOOD CONDITION.
 HT0760
 HT0760                          STATION RECOVERY (2010)
 HT0760
 HT0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 HT0760'BRICKS OF NORTH CORNER POST HAVE BEEN REFACED.  IT IS NOT KNOWN IF
 HT0760'DISK WAS REMOVED OR COVERED OVER.  BLDG. HOUSES VAN HEUSEN CLOTHIER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2886 ***********************************************************************
 HS2886  DESIGNATION -  B 112
 HS2886  PID         -  HS2886
 HS2886  STATE/COUNTY-  CA/SANTA CLARA
 HS2886  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2886
 HS2886                         *CURRENT SURVEY CONTROL
 HS2886  ___________________________________________________________________
 HS2886* NAD 83(1986)-  37 20 46.     (N)    121 54 17.     (W)     SCALED    
 HS2886* NAVD 88     -        22.776  (meters)      74.72   (feet)  ADJUSTED  
 HS2886  ___________________________________________________________________
 HS2886  GEOID HEIGHT-         -32.65  (meters)                     GEOID09
 HS2886  DYNAMIC HT  -          22.759 (meters)      74.67  (feet)  COMP
 HS2886  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 HS2886
 HS2886  VERT ORDER  -  FIRST     CLASS II
 HS2886
 HS2886.The horizontal coordinates were scaled from a topographic map and have
 HS2886.an estimated accuracy of +/- 6 seconds.
 HS2886.
 HS2886.The orthometric height was determined by differential leveling and
 HS2886.adjusted in February 1993.
 HS2886
 HS2886.The geoid height was determined by GEOID09.
 HS2886
 HS2886.The dynamic height is computed by dividing the NAVD 88
 HS2886.geopotential number by the normal gravity value computed on the
 HS2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS2886.degrees latitude (g = 980.6199 gals.).
 HS2886
 HS2886.The modeled gravity was interpolated from observed gravity values.
 HS2886
 HS2886;                    North         East    Units  Estimated Accuracy
 HS2886;SPC CA 3     -   594,840.    1,875,540.      MT  (+/- 180 meters Scaled)
 HS2886
 HS2886                          SUPERSEDED SURVEY CONTROL
 HS2886
 HS2886  NAVD 88 (06/15/91)   22.773  (m)           74.71   (f) UNKNOWN     1 2
 HS2886  NGVD 29 (10/21/93)   21.936  (m)           71.97   (f) ADJUSTED    1 2
 HS2886
 HS2886.Superseded values are not recommended for survey control.
 HS2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2886.See file dsdata.txt to determine how the superseded data were derived.
 HS2886
 HS2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG970338(NAD 83)
 HS2886
 HS2886_MARKER: DB = BENCH MARK DISK
 HS2886_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS2886_SP_SET: GUARDRAIL
 HS2886_STAMPING: B 112 1932
 HS2886_MARK LOGO: CGS   
 HS2886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS2886+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 HS2886
 HS2886  HISTORY     - Date     Condition        Report By
 HS2886  HISTORY     - 1932     MONUMENTED       CGS
 HS2886  HISTORY     - 1954     GOOD             CGS
 HS2886  HISTORY     - 1967     GOOD             CGS
 HS2886  HISTORY     - 19881121 GOOD             NGS
 HS2886  HISTORY     - 19900201 GOOD             NGS
 HS2886
 HS2886                          STATION DESCRIPTION
 HS2886
 HS2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HS2886'AT SAN JOSE.
 HS2886'AT SAN JOSE, AT THE JUNCITON OF WEST TAYLOR AND POLHEMUS STREETS,
 HS2886'AT A CONCRETE BRIDGE OVER GUADALUPE RIVER, IN THE TOP OF THE SOUTH
 HS2886'END OF THE EAST CONCRETE GUARDRAIL, 30.2 FEET EAST OF THE
 HS2886'CENTER LINE OF POLHEMUS STREET, AND ABOUT 3 1/2 FEET HIGHER
 HS2886'THAN THE STREET.
 HS2886
 HS2886                          STATION RECOVERY (1967)
 HS2886
 HS2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS2886'RECOVERED IN GOOD CONDITION.
 HS2886
 HS2886                          STATION RECOVERY (1988)
 HS2886
 HS2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2886'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 HS2886'(0.10 MI) SOUTHWESTERLY ALONG WEST TAYLOR STREET FROM THE JUNCTION OF
 HS2886'GUADALUPE PARKWAY IN SAN JOSE, IN THE SOUTHWEST END OF THE SOUTHEAST
 HS2886'CONCRETE ABUTMENT GUARDRAIL OF A STREET BRIDGE SPANNING THE GUADALUPE
 HS2886'RIVER, 9.2 M (30.2 FT) SOUTHEAST OF THE CENTERLINE OF THE STREET, AND
 HS2886'1.1 M (3.6 FT) ABOVE THE LEVEL OF THE STREET.
 HS2886
 HS2886                          STATION RECOVERY (1990)
 HS2886
 HS2886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS2886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0796 ***********************************************************************
 JT0796  DESIGNATION -  B 32 USGS
 JT0796  PID         -  JT0796
 JT0796  STATE/COUNTY-  CA/MARIN
 JT0796  USGS QUAD   -  NOVATO (1980)
 JT0796
 JT0796                         *CURRENT SURVEY CONTROL
 JT0796  ___________________________________________________________________
 JT0796* NAD 83(1986)-  38 04 41.     (N)    122 32 33.     (W)     SCALED    
 JT0796* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 JT0796  ___________________________________________________________________
 JT0796  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 JT0796  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0796
 JT0796.The horizontal coordinates were scaled from a topographic map and have
 JT0796.an estimated accuracy of +/- 6 seconds.
 JT0796.
 JT0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0796
 JT0796.The vertical order pertains to the NGVD 29 superseded value.
 JT0796
 JT0796.The geoid height was determined by GEOID09.
 JT0796
 JT0796;                    North         East    Units  Estimated Accuracy
 JT0796;SPC CA 3     -   677,090.    1,820,820.      MT  (+/- 180 meters Scaled)
 JT0796
 JT0796                          SUPERSEDED SURVEY CONTROL
 JT0796
 JT0796  NGVD 29 (??/??/92)    1.877  (m)            6.16   (f) ADJ UNCH    1 2
 JT0796
 JT0796.Superseded values are not recommended for survey control.
 JT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0796.See file dsdata.txt to determine how the superseded data were derived.
 JT0796
 JT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH401145(NAD 83)
 JT0796
 JT0796_MARKER: DB = BENCH MARK DISK
 JT0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0796_SP_SET: SIGNAL
 JT0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0796
 JT0796  HISTORY     - Date     Condition        Report By
 JT0796  HISTORY     - UNK      MONUMENTED       USGS
 JT0796  HISTORY     - 1950     MARK NOT FOUND   CGS
 JT0796
 JT0796                          STATION DESCRIPTION
 JT0796
 JT0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0796'2.2 MI FROM NOVATO.
 JT0796'TABLET IN FOUNDATION OF R.R. CROSSING SIGNAL AT CROSSING 25 C.
 JT0796'NOTE-- THE WIG-WAG SIGNAL MENTIONED IN THE DESCRIPTION IN THE
 JT0796'LITHOGRAPHED LIST DATED 1 DECEMBER 1941 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0438 ***********************************************************************
 HT0438  DESIGNATION -  BB 110 C OF SM
 HT0438  PID         -  HT0438
 HT0438  STATE/COUNTY-  CA/SAN MATEO
 HT0438  USGS QUAD   -  SAN MATEO (1997)
 HT0438
 HT0438                         *CURRENT SURVEY CONTROL
 HT0438  ___________________________________________________________________
 HT0438* NAD 83(1986)-  37 32 32.     (N)    122 18 16.     (W)     SCALED    
 HT0438* NAVD 88     -         7.32   (+/-2cm)      24.0    (feet)  VERTCON   
 HT0438  ___________________________________________________________________
 HT0438  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0438
 HT0438.The horizontal coordinates were scaled from a topographic map and have
 HT0438.an estimated accuracy of +/- 6 seconds.
 HT0438.
 HT0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0438
 HT0438.The vertical order pertains to the NGVD 29 superseded value.
 HT0438
 HT0438.The geoid height was determined by GEOID09.
 HT0438
 HT0438;                    North         East    Units  Estimated Accuracy
 HT0438;SPC CA 3     -   617,200.    1,840,550.      MT  (+/- 180 meters Scaled)
 HT0438
 HT0438                          SUPERSEDED SURVEY CONTROL
 HT0438
 HT0438  NGVD 29 (??/??/92)    6.484  (m)           21.27   (f) ADJ UNCH    1 2
 HT0438
 HT0438.Superseded values are not recommended for survey control.
 HT0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0438.See file dsdata.txt to determine how the superseded data were derived.
 HT0438
 HT0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG614552(NAD 83)
 HT0438
 HT0438_MARKER: DB = BENCH MARK DISK
 HT0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0438_SP_SET: CONCRETE COLUMN
 HT0438_STAMPING: BB 110 1932
 HT0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0438
 HT0438  HISTORY     - Date     Condition        Report By
 HT0438  HISTORY     - 1932     MONUMENTED       CA3390
 HT0438  HISTORY     - 1952     GOOD             CGS
 HT0438  HISTORY     - 1967     GOOD             CGS
 HT0438
 HT0438                          STATION DESCRIPTION
 HT0438
 HT0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0438'AT SAN MATEO.
 HT0438'AT SAN MATEO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 27TH
 HT0438'AVENUE AND EDISON STREET, 40.3 FEET SOUTHWEST OF THE CENTER OF
 HT0438'A MANHOLE COVER AT THE CENTER OF THE INTERSECTION, 30.9 FEET
 HT0438'NORTHEAST OF THE NORTHEAST CORNER OF THE SAN MATEO FIRE STATION
 HT0438'BUILDING, 29.3 FEET WEST OF THE CENTER LINE OF THE STREET, 29.1
 HT0438'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 6.3 FEET NORTHEAST
 HT0438'OF A FLAG POLE, AND SET IN THE TOP OF A 3-FOOT SQUARE CONCRETE
 HT0438'COLUMN 0.3 FOOT BELOW THE SURFACE OF THE GROUND.
 HT0438
 HT0438                          STATION RECOVERY (1967)
 HT0438
 HT0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0764 ***********************************************************************
 JT0764  DESIGNATION -  BM CAP
 JT0764  PID         -  JT0764
 JT0764  STATE/COUNTY-  CA/SONOMA
 JT0764  USGS QUAD   -  PETALUMA (1981)
 JT0764
 JT0764                         *CURRENT SURVEY CONTROL
 JT0764  ___________________________________________________________________
 JT0764* NAD 83(1986)-  38 14 07.     (N)    122 38 06.     (W)     SCALED    
 JT0764* NAVD 88     -         3.93   (+/-2cm)      12.9    (feet)  VERTCON   
 JT0764  ___________________________________________________________________
 JT0764  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 JT0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0764
 JT0764.The horizontal coordinates were scaled from a topographic map and have
 JT0764.an estimated accuracy of +/- 6 seconds.
 JT0764.
 JT0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0764
 JT0764.The vertical order pertains to the NGVD 29 superseded value.
 JT0764
 JT0764.The geoid height was determined by GEOID09.
 JT0764
 JT0764;                    North         East    Units  Estimated Accuracy
 JT0764;SPC CA 2     -   563,320.    1,944,400.      MT  (+/- 180 meters Scaled)
 JT0764
 JT0764                          SUPERSEDED SURVEY CONTROL
 JT0764
 JT0764  NGVD 29 (??/??/92)    3.104  (m)           10.18   (f) ADJ UNCH    1 2
 JT0764
 JT0764.Superseded values are not recommended for survey control.
 JT0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0764.See file dsdata.txt to determine how the superseded data were derived.
 JT0764
 JT0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH319319(NAD 83)
 JT0764
 JT0764_MARKER: P = PIPE CAP
 JT0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0764_MARK LOGO: USE   
 JT0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0764+STABILITY: SURFACE MOTION
 JT0764
 JT0764  HISTORY     - Date     Condition        Report By
 JT0764  HISTORY     - UNK      MONUMENTED       DOD
 JT0764  HISTORY     - 1934     GOOD             CGS
 JT0764  HISTORY     - 1934     MARK NOT FOUND   CGS
 JT0764
 JT0764                          STATION DESCRIPTION
 JT0764
 JT0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0764'AT PETALUMA.
 JT0764'AT PETALUMA, SONOMA COUNTY, ON THE PETALUMA AND SANTA ROSA
 JT0764'RAILROAD, AT THE CROSSING OF EAST D STREET, 33 FEET NORTH OF THE
 JT0764'TRACK, 33 FEET EAST OF THE CENTERLINE OF D STREET, AND 60 FEET
 JT0764'NORTH OF THE NORTH END OF THE D STREET BRIDGE OVER PETALUMA
 JT0764'CREEK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, RIVETED
 JT0764'ON THE TOP OF AN IRON PIPE.  NOTE-- IT WAS IN THE APPROACH
 JT0764'TO THE NEW BRIDGE BEING BUILT OVER PETALUMA CREEK, HEAVY
 JT0764'TRUCKING WAS DONE AT THIS POINT, AND THE MARK MAY HAVE BEEN
 JT0764'DESTROYED.
 JT0764
 JT0764                          STATION RECOVERY (1934)
 JT0764
 JT0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JT0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0265 ***********************************************************************
 LV0265  DESIGNATION -  C 100
 LV0265  PID         -  LV0265
 LV0265  STATE/COUNTY-  CA/HUMBOLDT
 LV0265  USGS QUAD   -  FIELDS LANDING (1972)
 LV0265
 LV0265                         *CURRENT SURVEY CONTROL
 LV0265  ___________________________________________________________________
 LV0265* NAD 83(1986)-  40 44 14.     (N)    124 12 36.     (W)     SCALED    
 LV0265* NAVD 88     -         2.38   (+/-2cm)       7.8    (feet)  VERTCON   
 LV0265  ___________________________________________________________________
 LV0265  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0265
 LV0265.The horizontal coordinates were scaled from a topographic map and have
 LV0265.an estimated accuracy of +/- 6 seconds.
 LV0265.
 LV0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0265
 LV0265.The vertical order pertains to the NGVD 29 superseded value.
 LV0265
 LV0265.The geoid height was determined by GEOID09.
 LV0265
 LV0265;                    North         East    Units  Estimated Accuracy
 LV0265;SPC CA 1     -   658,240.    1,813,360.      MT  (+/- 180 meters Scaled)
 LV0265
 LV0265                          SUPERSEDED SURVEY CONTROL
 LV0265
 LV0265  NGVD 29 (??/??/??)    1.382  (m)            4.53   (f) ADJUSTED    1 2
 LV0265
 LV0265.Superseded values are not recommended for survey control.
 LV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0265.See file dsdata.txt to determine how the superseded data were derived.
 LV0265
 LV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL978102(NAD 83)
 LV0265
 LV0265_MARKER: DB = BENCH MARK DISK
 LV0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0265_STAMPING: 4.052 C 100 1931
 LV0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0265+STABILITY: SURFACE MOTION
 LV0265
 LV0265  HISTORY     - Date     Condition        Report By
 LV0265  HISTORY     - 1931     MONUMENTED       CGS
 LV0265  HISTORY     - 1935     GOOD             CGS
 LV0265  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0265
 LV0265                          STATION DESCRIPTION
 LV0265
 LV0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0265'5.4 MI S FROM EUREKA.
 LV0265'5.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 LV0265'EUREKA, HUMBOLDT COUNTY, AT A PRIVATE-ROAD CROSSING (CROSSING
 LV0265'278 C), 28 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET
 LV0265'SOUTH OF A GATE.  A STANDAD DISK, STAMPED 4.052 C 100 1931 AND
 LV0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 LV0265'GROUND.
 LV0265
 LV0265                          STATION RECOVERY (1967)
 LV0265
 LV0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1237 ***********************************************************************
 LU1237  DESIGNATION -  C 101 CAHD
 LU1237  PID         -  LU1237
 LU1237  STATE/COUNTY-  CA/HUMBOLDT
 LU1237  USGS QUAD   -  WEOTT (1969)
 LU1237
 LU1237                         *CURRENT SURVEY CONTROL
 LU1237  ___________________________________________________________________
 LU1237* NAD 83(1986)-  40 20 22.     (N)    123 54 45.     (W)     SCALED    
 LU1237* NAVD 88     -        51.26   (+/-2cm)     168.2    (feet)  VERTCON   
 LU1237  ___________________________________________________________________
 LU1237  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1237  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1237
 LU1237.The horizontal coordinates were scaled from a topographic map and have
 LU1237.an estimated accuracy of +/- 6 seconds.
 LU1237.
 LU1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1237
 LU1237.The vertical order pertains to the NGVD 29 superseded value.
 LU1237
 LU1237.The geoid height was determined by GEOID09.
 LU1237
 LU1237;                    North         East    Units  Estimated Accuracy
 LU1237;SPC CA 1     -   613,490.    1,837,520.      MT  (+/- 180 meters Scaled)
 LU1237
 LU1237                          SUPERSEDED SURVEY CONTROL
 LU1237
 LU1237  NGVD 29 (??/??/92)   50.32   (m)          165.1    (f) COMPUTED    1 2
 LU1237
 LU1237.Superseded values are not recommended for survey control.
 LU1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1237.See file dsdata.txt to determine how the superseded data were derived.
 LU1237
 LU1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK224658(NAD 83)
 LU1237
 LU1237_MARKER: DD = SURVEY DISK
 LU1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1237_STAMPING: C 101 1931
 LU1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1237+STABILITY: SURFACE MOTION
 LU1237
 LU1237  HISTORY     - Date     Condition        Report By
 LU1237  HISTORY     - 1931     MONUMENTED       CADH
 LU1237  HISTORY     - 1942     GOOD             CGS
 LU1237  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1237
 LU1237                          STATION DESCRIPTION
 LU1237
 LU1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LU1237'1.9 MI N FROM WEOTT.
 LU1237'1.9 MILES NORTH ALONG REDWOOD HIGHWAY FROM WEOTT, HUMBOLDT
 LU1237'COUNTY, AT THE MIDDLE OF A SHORT TANGENT, AND 50 FEET SOUTHEAST
 LU1237'OF THE CENTERLINE OF THE HIGHWAY.  A CALIFORNIA DIVISION OF
 LU1237'HIGHWAYS STANDARD DISK, STAMPED C 101 1931 AND SET IN THE TOP OF
 LU1237'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 LU1237
 LU1237                          STATION RECOVERY (1967)
 LU1237
 LU1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1466 ***********************************************************************
 KT1466  DESIGNATION -  C 103
 KT1466  PID         -  KT1466
 KT1466  STATE/COUNTY-  CA/MENDOCINO
 KT1466  USGS QUAD   -  TAN OAK PARK (1994)
 KT1466
 KT1466                         *CURRENT SURVEY CONTROL
 KT1466  ___________________________________________________________________
 KT1466* NAD 83(1986)-  39 46 05.     (N)    123 32 43.     (W)     SCALED    
 KT1466* NAVD 88     -       457.45   (+/-2cm)    1500.8    (feet)  VERTCON   
 KT1466  ___________________________________________________________________
 KT1466  GEOID HEIGHT-         -29.62  (meters)                     GEOID09
 KT1466  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1466
 KT1466.The horizontal coordinates were scaled from a topographic map and have
 KT1466.an estimated accuracy of +/- 6 seconds.
 KT1466.
 KT1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1466
 KT1466.The vertical order pertains to the NGVD 29 superseded value.
 KT1466
 KT1466.The geoid height was determined by GEOID09.
 KT1466
 KT1466;                    North         East    Units  Estimated Accuracy
 KT1466;SPC CA 2     -   734,400.    1,867,610.      MT  (+/- 180 meters Scaled)
 KT1466
 KT1466                          SUPERSEDED SURVEY CONTROL
 KT1466
 KT1466  NGVD 29 (??/??/92)  456.518  (m)         1497.76   (f) ADJ UNCH    1 2
 KT1466
 KT1466.Superseded values are not recommended for survey control.
 KT1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1466.See file dsdata.txt to determine how the superseded data were derived.
 KT1466
 KT1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK532021(NAD 83)
 KT1466
 KT1466_MARKER: DB = BENCH MARK DISK
 KT1466_SETTING: 80 = SET IN A BOULDER
 KT1466_STAMPING: C 103 1931
 KT1466_MARK LOGO: CGS   
 KT1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1466+STABILITY: SURFACE MOTION
 KT1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1466+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1994
 KT1466
 KT1466  HISTORY     - Date     Condition        Report By
 KT1466  HISTORY     - 1931     MONUMENTED       CGS
 KT1466  HISTORY     - 1967     GOOD             CGS
 KT1466  HISTORY     - 19940624 GOOD             CADT
 KT1466
 KT1466                          STATION DESCRIPTION
 KT1466
 KT1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1466'6.8 MI N FROM LAYTONVILLE.
 KT1466'6.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1466'LAYTONVILLE, 0.05 MILE EAST AND ACROSS THE HIGHWAY FROM THE
 KT1466'JUNCTION OF A DIRT ROAD WEST, IN THE TOP OF A 5- BY 6-FOOT
 KT1466'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 48 FEET
 KT1466'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF
 KT1466'A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 6 1/2
 KT1466'FEET HIGHER THAN THE HIGHWAY.
 KT1466
 KT1466                          STATION RECOVERY (1994)
 KT1466
 KT1466'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1466'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION - THE
 KT1466'MARK IS 216 FT (65.8 M) NORTHWEST, MEASURED ALONG THE NORTHEAST EDGE
 KT1466'OF PAVEMENT OF THE HIGHWAY, FROM THE EAST CULVERT MARKER AT POSTMILE
 KT1466'76.16, 28 FT (8.5 M) NORTHEAST OF THE NORTHEAST EDGE STRIPE OF THE
 KT1466'HIGHWAY, IN A LOW ROCK OUTCROP AT THE NORTH END OF A LARGE GRAVELED
 KT1466'TURNOUT, AT HIGHWAY POSTMILE 76.20.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1095 ***********************************************************************
 KT1095  DESIGNATION -  C 104
 KT1095  PID         -  KT1095
 KT1095  STATE/COUNTY-  CA/MENDOCINO
 KT1095  USGS QUAD   -  BURBECK (1991)
 KT1095
 KT1095                         *CURRENT SURVEY CONTROL
 KT1095  ___________________________________________________________________
 KT1095* NAD 83(1986)-  39 28 40.     (N)    123 22 49.     (W)     SCALED    
 KT1095* NAVD 88     -       405.85   (+/-2cm)    1331.5    (feet)  VERTCON   
 KT1095  ___________________________________________________________________
 KT1095  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1095  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1095
 KT1095.The horizontal coordinates were scaled from a topographic map and have
 KT1095.an estimated accuracy of +/- 6 seconds.
 KT1095.
 KT1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1095
 KT1095.The vertical order pertains to the NGVD 29 superseded value.
 KT1095
 KT1095.The geoid height was determined by GEOID09.
 KT1095
 KT1095;                    North         East    Units  Estimated Accuracy
 KT1095;SPC CA 2     -   701,950.    1,881,250.      MT  (+/- 180 meters Scaled)
 KT1095
 KT1095                          SUPERSEDED SURVEY CONTROL
 KT1095
 KT1095  NGVD 29 (??/??/92)  404.923  (m)         1328.48   (f) ADJ UNCH    1 2
 KT1095
 KT1095.Superseded values are not recommended for survey control.
 KT1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1095.See file dsdata.txt to determine how the superseded data were derived.
 KT1095
 KT1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ672698(NAD 83)
 KT1095
 KT1095_MARKER: DB = BENCH MARK DISK
 KT1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1095_STAMPING: C 104 1931 1328.363
 KT1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1095+STABILITY: SURFACE MOTION
 KT1095
 KT1095  HISTORY     - Date     Condition        Report By
 KT1095  HISTORY     - 1931     MONUMENTED       CGS
 KT1095  HISTORY     - 1965     GOOD             CGS
 KT1095
 KT1095                          STATION DESCRIPTION
 KT1095
 KT1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1095'5.8 MI N FROM WILLITS.
 KT1095'5.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1095'THE STATION AT WILLITS, 7 1/2 POLES SOUTHEAST OF THE SOUTHEAST
 KT1095'PORTAL OF RAILROAD TUNNEL NO. 11, 83 1/2 FEET WEST OF A POWER
 KT1095'POLE WITH TWO GUY WIRES, 10 1/2 FEET SOUTH OF THE CENTER LINE
 KT1095'OF A TRACK ROAD, ABOUT 3 FEET HIGHER THAN THE TRACK, AND SET
 KT1095'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 KT1095'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1207 ***********************************************************************
 KT1207  DESIGNATION -  C 105
 KT1207  PID         -  KT1207
 KT1207  STATE/COUNTY-  CA/MENDOCINO
 KT1207  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1207
 KT1207                         *CURRENT SURVEY CONTROL
 KT1207  ___________________________________________________________________
 KT1207* NAD 83(1986)-  39 05 57.     (N)    123 11 10.     (W)     SCALED    
 KT1207* NAVD 88     -       174.22   (+/-2cm)     571.6    (feet)  VERTCON   
 KT1207  ___________________________________________________________________
 KT1207  GEOID HEIGHT-         -30.13  (meters)                     GEOID09
 KT1207  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1207
 KT1207.The horizontal coordinates were scaled from a topographic map and have
 KT1207.an estimated accuracy of +/- 6 seconds.
 KT1207.
 KT1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1207
 KT1207.The vertical order pertains to the NGVD 29 superseded value.
 KT1207
 KT1207.The geoid height was determined by GEOID09.
 KT1207
 KT1207;                    North         East    Units  Estimated Accuracy
 KT1207;SPC CA 2     -   659,690.    1,897,410.      MT  (+/- 180 meters Scaled)
 KT1207
 KT1207                          SUPERSEDED SURVEY CONTROL
 KT1207
 KT1207  NGVD 29 (??/??/92)  173.346  (m)          568.72   (f) ADJ UNCH    1 2
 KT1207
 KT1207.Superseded values are not recommended for survey control.
 KT1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1207.See file dsdata.txt to determine how the superseded data were derived.
 KT1207
 KT1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ839277(NAD 83)
 KT1207
 KT1207_MARKER: DB = BENCH MARK DISK
 KT1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1207_STAMPING: 568.568 C 105 1932
 KT1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1207+STABILITY: SURFACE MOTION
 KT1207
 KT1207  HISTORY     - Date     Condition        Report By
 KT1207  HISTORY     - 1932     MONUMENTED       CGS
 KT1207  HISTORY     - 1964     GOOD             CGS
 KT1207
 KT1207                          STATION DESCRIPTION
 KT1207
 KT1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1207'3.7 MI S FROM UKIAH.
 KT1207'3.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1207'FROM THE STATION AT UKIAH, 3-1/2 POLES NORTHWEST OF MILEPOLE 110,
 KT1207'AT THE WEST CORNER OF A PRIVATE ROAD CROSSING, 35.4 FEET
 KT1207'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 13.5 FEET NORTHWEST
 KT1207'OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A 6X6-INCH
 KT1207'WOODEN POST ABOUT 6 FEET HIGH, ABOUT 3 FEET LOWER THAN THE ROAD,
 KT1207'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 KT1207'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1075 ***********************************************************************
 JT1075  DESIGNATION -  C 106
 JT1075  PID         -  JT1075
 JT1075  STATE/COUNTY-  CA/SONOMA
 JT1075  USGS QUAD   -  GEYSERVILLE (1997)
 JT1075
 JT1075                         *CURRENT SURVEY CONTROL
 JT1075  ___________________________________________________________________
 JT1075* NAD 83(1986)-  38 41 03.     (N)    122 52 44.     (W)     SCALED    
 JT1075* NAVD 88     -        66.744  (meters)     218.98   (feet)  ADJUSTED  
 JT1075  ___________________________________________________________________
 JT1075  GEOID HEIGHT-         -30.88  (meters)                     GEOID09
 JT1075  DYNAMIC HT  -          66.703 (meters)     218.84  (feet)  COMP
 JT1075  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 JT1075
 JT1075  VERT ORDER  -  FIRST     CLASS II
 JT1075
 JT1075.The horizontal coordinates were scaled from a topographic map and have
 JT1075.an estimated accuracy of +/- 6 seconds.
 JT1075.
 JT1075.The orthometric height was determined by differential leveling and
 JT1075.adjusted in June 1991.
 JT1075
 JT1075.The geoid height was determined by GEOID09.
 JT1075
 JT1075.The dynamic height is computed by dividing the NAVD 88
 JT1075.geopotential number by the normal gravity value computed on the
 JT1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1075.degrees latitude (g = 980.6199 gals.).
 JT1075
 JT1075.The modeled gravity was interpolated from observed gravity values.
 JT1075
 JT1075;                    North         East    Units  Estimated Accuracy
 JT1075;SPC CA 2     -   613,320.    1,923,530.      MT  (+/- 180 meters Scaled)
 JT1075
 JT1075                          SUPERSEDED SURVEY CONTROL
 JT1075
 JT1075  NGVD 29 (12/02/92)   65.874  (m)          216.12   (f) ADJUSTED    1 2
 JT1075
 JT1075.Superseded values are not recommended for survey control.
 JT1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1075.See file dsdata.txt to determine how the superseded data were derived.
 JT1075
 JT1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH105817(NAD 83)
 JT1075
 JT1075_MARKER: DB = BENCH MARK DISK
 JT1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1075_SP_SET: CONCRETE POST
 JT1075_STAMPING: C 106 1932 215.964
 JT1075_MARK LOGO: CGS   
 JT1075_PROJECTION: FLUSH
 JT1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1075+STABILITY: SURFACE MOTION
 JT1075
 JT1075  HISTORY     - Date     Condition        Report By
 JT1075  HISTORY     - 1932     MONUMENTED       CGS
 JT1075  HISTORY     - 1960     GOOD             CGS
 JT1075  HISTORY     - 1980     MARK NOT FOUND   USGS
 JT1075  HISTORY     - 1985     GOOD             USPSQD
 JT1075  HISTORY     - 1988     GOOD             NGS
 JT1075
 JT1075                          STATION DESCRIPTION
 JT1075
 JT1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1075'2.1 MI S FROM GEYSERVILLE.
 JT1075'2.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1075'FROM THE STATION AT GEYSERVILLE, SONOMA COUNTY, 10 POLES SOUTH
 JT1075'OF MILEPOST 74, AT A PRIVATE ROAD CROSSING, 28.9 FEET EAST OF
 JT1075'THE EAST RAIL OF THE TRACK, 14.4 FEET SOUTHWEST OF POWERLINE POLE
 JT1075'15/12, 10.6 FEET SOUTHEAST OF A TELEGRAPH POLE, 12 FEET NORTH
 JT1075'OF THE CENTERLINE OF A GRAVELED ROAD, 1.8 FEET NORTH OF A WOODEN
 JT1075'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 JT1075'DISK, STAMPED 215.964 C 106 1932 SET IN THE TOP OF A CONCRETE
 JT1075'POST THAT PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE SOUTH
 JT1075'PART OF THE TOP OF THE CONCRETE POST HAS BEEN CHIPPED OFF,
 JT1075'APPARENTLY BY A FARM IMPLEMENT.
 JT1075
 JT1075                          STATION RECOVERY (1980)
 JT1075
 JT1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JT1075'A NEW FIELD ROAD HAS BEEN CONSTRUCTED IN THE AREA. THE TABLET AND
 JT1075'CONCRETE POST MAY BEEN REMOVED DURING CONSTRUCTION.
 JT1075
 JT1075                          STATION RECOVERY (1985)
 JT1075
 JT1075'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1075'RECOVERED IN GOOD CONDITION.
 JT1075
 JT1075                          STATION RECOVERY (1988)
 JT1075
 JT1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JT1075'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.4 KM
 JT1075'(2.10 MI) SOUTHERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1075'JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, 47.9 M (157.2 FT) SOUTH
 JT1075'OF A UTILITY POLE, 10.2 M (33.5 FT) EAST OF THE CENTER OF THE
 JT1075'CROSSING OF A PRIVATE ROAD, 8.8 M (28.9 FT) EAST OF THE NEAR RAIL,
 JT1075'AND 4.1 M (13.5 FT) NORTH OF THE CENTER OF A DIRT ROAD.
 JT1075'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JT1075'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1772 ***********************************************************************
 HT1772  DESIGNATION -  C 108
 HT1772  PID         -  HT1772
 HT1772  STATE/COUNTY-  CA/MARIN
 HT1772  USGS QUAD   -  SAN RAFAEL (1995)
 HT1772
 HT1772                         *CURRENT SURVEY CONTROL
 HT1772  ___________________________________________________________________
 HT1772* NAD 83(1986)-  37 58 28.     (N)    122 33 44.     (W)     SCALED    
 HT1772* NAVD 88     -        15.891  (meters)      52.14   (feet)  ADJUSTED  
 HT1772  ___________________________________________________________________
 HT1772  GEOID HEIGHT-         -32.15  (meters)                     GEOID09
 HT1772  DYNAMIC HT  -          15.881 (meters)      52.10  (feet)  COMP
 HT1772  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 HT1772
 HT1772  VERT ORDER  -  FIRST     CLASS II
 HT1772
 HT1772.The horizontal coordinates were scaled from a topographic map and have
 HT1772.an estimated accuracy of +/- 6 seconds.
 HT1772.
 HT1772.The orthometric height was determined by differential leveling and
 HT1772.adjusted in June 1991.
 HT1772
 HT1772.The geoid height was determined by GEOID09.
 HT1772
 HT1772.The dynamic height is computed by dividing the NAVD 88
 HT1772.geopotential number by the normal gravity value computed on the
 HT1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1772.degrees latitude (g = 980.6199 gals.).
 HT1772
 HT1772.The modeled gravity was interpolated from observed gravity values.
 HT1772
 HT1772;                    North         East    Units  Estimated Accuracy
 HT1772;SPC CA 3     -   665,630.    1,818,830.      MT  (+/- 180 meters Scaled)
 HT1772
 HT1772                          SUPERSEDED SURVEY CONTROL
 HT1772
 HT1772  NGVD 29 (12/02/92)   15.075  (m)           49.46   (f) ADJUSTED    1 2
 HT1772
 HT1772.Superseded values are not recommended for survey control.
 HT1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1772.See file dsdata.txt to determine how the superseded data were derived.
 HT1772
 HT1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH384030(NAD 83)
 HT1772
 HT1772_MARKER: DB = BENCH MARK DISK
 HT1772_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HT1772_SP_SET: FOUNDATION WALL
 HT1772_STAMPING: C 108 1932 49.491
 HT1772_MARK LOGO: CGS   
 HT1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1772+STABILITY: SURFACE MOTION
 HT1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1772+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1988
 HT1772
 HT1772  HISTORY     - Date     Condition        Report By
 HT1772  HISTORY     - 1932     MONUMENTED       CGS
 HT1772  HISTORY     - 1956     GOOD             CGS
 HT1772  HISTORY     - 1964     MARK NOT FOUND   CGS
 HT1772  HISTORY     - 1987     GOOD             NGS
 HT1772  HISTORY     - 19880929 GOOD             NGS
 HT1772
 HT1772                          STATION DESCRIPTION
 HT1772
 HT1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1772'AT SAN ANSELMO.
 HT1772'AT SAN ANSELMO, 1.0 MILE NORTH OF BENCH MARK E 108, AT THE NORTHEAST
 HT1772'CORNER OF THE INTERSECTION OF SAN ANSELMO AVENUE AND TUNSTEAD
 HT1772'AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE AMERICA TRUST
 HT1772'COMPANY BANK BUILDING, 2.5 FEET WEST OF THE NORTHEAST CORNER,
 HT1772'AND 4.0 FEET ABOVE A SIDEWALK.
 HT1772
 HT1772                          STATION RECOVERY (1964)
 HT1772
 HT1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1772'MARK NOT FOUND.
 HT1772
 HT1772                          STATION RECOVERY (1987)
 HT1772
 HT1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HT1772'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 HT1772'AMERICAN TRUST COMPANY IS NOW WELLS FARGO COMPANY AT 3 TUNSTEAD
 HT1772'AVENUE.
 HT1772
 HT1772                          STATION RECOVERY (1988)
 HT1772
 HT1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0743 ***********************************************************************
 HT0743  DESIGNATION -  C 109
 HT0743  PID         -  HT0743
 HT0743  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0743  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0743
 HT0743                         *CURRENT SURVEY CONTROL
 HT0743  ___________________________________________________________________
 HT0743* NAD 83(1986)-  37 47 19.     (N)    122 23 46.     (W)     SCALED    
 HT0743* NAVD 88     -         7.17   (+/-2cm)      23.5    (feet)  VERTCON   
 HT0743  ___________________________________________________________________
 HT0743  GEOID HEIGHT-         -32.49  (meters)                     GEOID09
 HT0743  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0743
 HT0743.The horizontal coordinates were scaled from a topographic map and have
 HT0743.an estimated accuracy of +/- 6 seconds.
 HT0743.
 HT0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0743
 HT0743.The vertical order pertains to the NGVD 29 superseded value.
 HT0743
 HT0743.The geoid height was determined by GEOID09.
 HT0743
 HT0743;                    North         East    Units  Estimated Accuracy
 HT0743;SPC CA 3     -   644,700.    1,833,010.      MT  (+/- 180 meters Scaled)
 HT0743
 HT0743                          SUPERSEDED SURVEY CONTROL
 HT0743
 HT0743  NGVD 29 (??/??/??)    6.341  (m)           20.80   (f) ADJUSTED    1 1
 HT0743
 HT0743.Superseded values are not recommended for survey control.
 HT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0743.See file dsdata.txt to determine how the superseded data were derived.
 HT0743
 HT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG531825(NAD 83)
 HT0743
 HT0743_MARKER: DB = BENCH MARK DISK
 HT0743_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT0743_SP_SET: CONCRETE PILLAR
 HT0743_STAMPING: C 109 1932
 HT0743_MARK LOGO: CGS   
 HT0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0743+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 HT0743
 HT0743  HISTORY     - Date     Condition        Report By
 HT0743  HISTORY     - 1932     MONUMENTED       CGS
 HT0743  HISTORY     - 1952     GOOD             CGS
 HT0743  HISTORY     - 1969     GOOD             CGS
 HT0743  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 HT0743  HISTORY     - 19880920 GOOD             NGS
 HT0743  HISTORY     - 20101216 MARK NOT FOUND   NGS
 HT0743
 HT0743                          STATION DESCRIPTION
 HT0743
 HT0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0743'AT SAN FRANCISCO.
 HT0743'AT SAN FRANCISCO, AT THE NORTH CORNER OF THE INTERSECTION OF FIRST
 HT0743'AND HOWARD STREETS, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 HT0743'CONCRETE PILLAR FORMING THE SOUTH CORNER OF THE UPJON COMPANY
 HT0743'BUILDING, 0.6 FOOT NORTHWEST OF THE EAST CORNER OF THE PILLAR,
 HT0743'AND 3.8 FEET ABOVE THE SIDEWALK.
 HT0743
 HT0743                          STATION RECOVERY (1969)
 HT0743
 HT0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0743'RECOVERED IN GOOD CONDITION.
 HT0743
 HT0743                          STATION RECOVERY (1987)
 HT0743
 HT0743'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0743'MARK NOT FOUND.
 HT0743
 HT0743                          STATION RECOVERY (1988)
 HT0743
 HT0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0743'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT 199
 HT0743'FIRST STREET.
 HT0743
 HT0743                          STATION RECOVERY (2010)
 HT0743
 HT0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 HT0743'BUILDING HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0435 ***********************************************************************
 HT0435  DESIGNATION -  C 110
 HT0435  PID         -  HT0435
 HT0435  STATE/COUNTY-  CA/SAN MATEO
 HT0435  USGS QUAD   -  SAN MATEO (1997)
 HT0435
 HT0435                         *CURRENT SURVEY CONTROL
 HT0435  ___________________________________________________________________
 HT0435* NAD 83(1986)-  37 32 20.     (N)    122 17 53.     (W)     SCALED    
 HT0435* NAVD 88     -         7.77   (+/-2cm)      25.5    (feet)  VERTCON   
 HT0435  ___________________________________________________________________
 HT0435  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0435
 HT0435.The horizontal coordinates were scaled from a topographic map and have
 HT0435.an estimated accuracy of +/- 6 seconds.
 HT0435.
 HT0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0435
 HT0435.The vertical order pertains to the NGVD 29 superseded value.
 HT0435
 HT0435.The geoid height was determined by GEOID09.
 HT0435
 HT0435;                    North         East    Units  Estimated Accuracy
 HT0435;SPC CA 3     -   616,820.    1,841,110.      MT  (+/- 180 meters Scaled)
 HT0435
 HT0435                          SUPERSEDED SURVEY CONTROL
 HT0435
 HT0435  NGVD 29 (??/??/92)    6.940  (m)           22.77   (f) ADJ UNCH    1 2
 HT0435
 HT0435.Superseded values are not recommended for survey control.
 HT0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0435.See file dsdata.txt to determine how the superseded data were derived.
 HT0435
 HT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG620548(NAD 83)
 HT0435
 HT0435_MARKER: DB = BENCH MARK DISK
 HT0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0435_STAMPING: C 110 1932
 HT0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0435+STABILITY: SURFACE MOTION
 HT0435
 HT0435  HISTORY     - Date     Condition        Report By
 HT0435  HISTORY     - 1932     MONUMENTED       CGS
 HT0435  HISTORY     - 1934     POOR             CGS
 HT0435  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0435
 HT0435                          STATION DESCRIPTION
 HT0435
 HT0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HT0435'AT SAN MATEO.
 HT0435'ABOUT 2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HT0435'FROM SAN MATEO, SAN MATEO COUNTY, ABOUT 500 FEET NORTH OF THE STATION
 HT0435'AT BEDFORD, ABOUT 100 FEET SOUTH OF THE TAN FONG FLOWER SHOP, 65
 HT0435'FEET SOUTHWEST OF THE TRACK, AND AT THE FENCE LINE.  A STANDARD
 HT0435'DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CONCRETE
 HT0435'POST IS BROKEN AND VERY LOOSE IN THE GROUND.  THE MARK IS UNFIT
 HT0435'FOR USE AND WAS NOT LEVELED OVER BY THIS PARTY.
 HT0435
 HT0435                          STATION RECOVERY (1956)
 HT0435
 HT0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HT0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1218 ***********************************************************************
 HT1218  DESIGNATION -  C 111
 HT1218  PID         -  HT1218
 HT1218  STATE/COUNTY-  CA/SANTA CLARA
 HT1218  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1218
 HT1218                         *CURRENT SURVEY CONTROL
 HT1218  ___________________________________________________________________
 HT1218* NAD 83(1986)-  37 25 02.     (N)    122 05 09.     (W)     SCALED    
 HT1218* NAVD 88     -         7.84   (+/-2cm)      25.7    (feet)  VERTCON   
 HT1218  ___________________________________________________________________
 HT1218  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT1218  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1218
 HT1218.The horizontal coordinates were scaled from a topographic map and have
 HT1218.an estimated accuracy of +/- 6 seconds.
 HT1218.
 HT1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1218
 HT1218.The vertical order pertains to the NGVD 29 superseded value.
 HT1218
 HT1218.The geoid height was determined by GEOID09.
 HT1218
 HT1218;                    North         East    Units  Estimated Accuracy
 HT1218;SPC CA 3     -   602,980.    1,859,630.      MT  (+/- 180 meters Scaled)
 HT1218
 HT1218                          SUPERSEDED SURVEY CONTROL
 HT1218
 HT1218  NGVD 29 (??/??/92)    7.019  (m)           23.03   (f) ADJ UNCH    1 2
 HT1218
 HT1218.Superseded values are not recommended for survey control.
 HT1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1218.See file dsdata.txt to determine how the superseded data were derived.
 HT1218
 HT1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG808415(NAD 83)
 HT1218
 HT1218_MARKER: DB = BENCH MARK DISK
 HT1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1218_STAMPING: C 111 1932
 HT1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1218+STABILITY: SURFACE MOTION
 HT1218
 HT1218  HISTORY     - Date     Condition        Report By
 HT1218  HISTORY     - 1932     MONUMENTED       CGS
 HT1218  HISTORY     - 1933     GOOD             CGS
 HT1218
 HT1218                          STATION DESCRIPTION
 HT1218
 HT1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 HT1218'5.2 MI S FROM PALO ALTO.
 HT1218'5.22 MILES SOUTH OF PALO ALTO ON RIGHT OF WAY LINE 61 FT.
 HT1218'NORTHEAST OF CENTERLINE OF BAYSHORE HWY. OPPOSITE HWY STA. 178.
 HT1218
 HT1218                          STATION RECOVERY (1933)
 HT1218
 HT1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 HT1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3109 ***********************************************************************
 HS3109  DESIGNATION -  C 112
 HS3109  PID         -  HS3109
 HS3109  STATE/COUNTY-  CA/SANTA CLARA
 HS3109  USGS QUAD   -  SAN JOSE WEST (1980)
 HS3109
 HS3109                         *CURRENT SURVEY CONTROL
 HS3109  ___________________________________________________________________
 HS3109* NAD 83(1986)-  37 19 55.     (N)    121 54 13.     (W)     SCALED    
 HS3109* NAVD 88     -        29.785  (meters)      97.72   (feet)  ADJUSTED  
 HS3109  ___________________________________________________________________
 HS3109  GEOID HEIGHT-         -32.65  (meters)                     GEOID09
 HS3109  DYNAMIC HT  -          29.763 (meters)      97.65  (feet)  COMP
 HS3109  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 HS3109
 HS3109  VERT ORDER  -  FIRST     CLASS II
 HS3109
 HS3109.The horizontal coordinates were scaled from a topographic map and have
 HS3109.an estimated accuracy of +/- 6 seconds.
 HS3109.
 HS3109.The orthometric height was determined by differential leveling and
 HS3109.adjusted in February 1993.
 HS3109
 HS3109.The geoid height was determined by GEOID09.
 HS3109
 HS3109.The dynamic height is computed by dividing the NAVD 88
 HS3109.geopotential number by the normal gravity value computed on the
 HS3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS3109.degrees latitude (g = 980.6199 gals.).
 HS3109
 HS3109.The modeled gravity was interpolated from observed gravity values.
 HS3109
 HS3109;                    North         East    Units  Estimated Accuracy
 HS3109;SPC CA 3     -   593,260.    1,875,620.      MT  (+/- 180 meters Scaled)
 HS3109
 HS3109                          SUPERSEDED SURVEY CONTROL
 HS3109
 HS3109  NGVD 29 (10/21/93)   28.951  (m)           94.98   (f) ADJUSTED    1 2
 HS3109
 HS3109.Superseded values are not recommended for survey control.
 HS3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3109.See file dsdata.txt to determine how the superseded data were derived.
 HS3109
 HS3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG971322(NAD 83)
 HS3109
 HS3109_MARKER: DB = BENCH MARK DISK
 HS3109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3109_SP_SET: BRIDGE RAIL
 HS3109_STAMPING: C 112 1932
 HS3109_MARK LOGO: CGS   
 HS3109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS3109+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1990
 HS3109
 HS3109  HISTORY     - Date     Condition        Report By
 HS3109  HISTORY     - 1932     MONUMENTED       CGS
 HS3109  HISTORY     - 1954     GOOD             CGS
 HS3109  HISTORY     - 1967     GOOD             CGS
 HS3109  HISTORY     - 1980     GOOD             LOCSUR
 HS3109  HISTORY     - 19900223 GOOD             NGS
 HS3109
 HS3109                          STATION DESCRIPTION
 HS3109
 HS3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HS3109'AT SAN JOSE.
 HS3109'AT SAN JOSE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD,
 HS3109'ABOUT 247 YARDS NORTH OF THE NORTHWEST CORNER OF THE STATION,
 HS3109'AT CONCRETE BRIDGE 46.80 OVER THE ALAMEDA AND WEST SANTA CLARA
 HS3109'STREET, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 HS3109'GUARDRAIL, 8.0 FEET WEST OF THE WEST RAIL, AND 3.8 FEET ABOVE
 HS3109'THE GROUND.
 HS3109
 HS3109                          STATION RECOVERY (1967)
 HS3109
 HS3109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS3109'RECOVERED IN GOOD CONDITION.
 HS3109
 HS3109                          STATION RECOVERY (1980)
 HS3109
 HS3109'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HS3109'RECOVERED IN GOOD CONDITION.
 HS3109
 HS3109                          STATION RECOVERY (1990)
 HS3109
 HS3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS3109'IN SAN JOSE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 HS3109'ALAMEDA STREET, IN THE NORTH END OF THE WEST CONCRETE RAIL OF
 HS3109'RAILROAD BRIDGE NUMBER 46.80 SPANNING ALAMEDA AND WEST SANTA CLARA
 HS3109'STREET, 2.4 M (7.87 FT) WEST OF THE NEAR RAIL, AND 1.0 M (3.28 FT)
 HS3109'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1082 ***********************************************************************
 HT1082  DESIGNATION -  CHISELED SQUARE
 HT1082  PID         -  HT1082
 HT1082  STATE/COUNTY-  CA/MARIN
 HT1082  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1082
 HT1082                         *CURRENT SURVEY CONTROL
 HT1082  ___________________________________________________________________
 HT1082* NAD 83(1986)-  37 50 02.     (N)    122 28 42.     (W)     SCALED    
 HT1082* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 HT1082  ___________________________________________________________________
 HT1082  GEOID HEIGHT-         -32.52  (meters)                     GEOID09
 HT1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1082
 HT1082.The horizontal coordinates were scaled from a topographic map and have
 HT1082.an estimated accuracy of +/- 6 seconds.
 HT1082.
 HT1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1082
 HT1082.The vertical order pertains to the NGVD 29 superseded value.
 HT1082
 HT1082.The geoid height was determined by GEOID09.
 HT1082
 HT1082;                    North         East    Units  Estimated Accuracy
 HT1082;SPC CA 3     -   649,880.    1,825,870.      MT  (+/- 180 meters Scaled)
 HT1082
 HT1082                          SUPERSEDED SURVEY CONTROL
 HT1082
 HT1082  NGVD 29 (??/??/92)    4.92   (m)           16.1    (f) COMPUTED    1 2
 HT1082
 HT1082.Superseded values are not recommended for survey control.
 HT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1082.See file dsdata.txt to determine how the superseded data were derived.
 HT1082
 HT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG459875(NAD 83)
 HT1082
 HT1082_MARKER: Q = CHISELED SQUARE
 HT1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1082_SP_SET: STEP
 HT1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1082
 HT1082  HISTORY     - Date     Condition        Report By
 HT1082  HISTORY     - 1956     MONUMENTED       CGS
 HT1082  HISTORY     - 1964     GOOD             CGS
 HT1082  HISTORY     - 19880920 MARK NOT FOUND   NGS
 HT1082
 HT1082                          STATION DESCRIPTION
 HT1082
 HT1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1082'AT FORT BAKER.
 HT1082'AT FORT BAKER, NEAR THE JUNCTION OF MURRY CIRCLE AND EAST
 HT1082'ROAD, AT THE GUARDHOUSE (BUILDING 615), ON THE TOP OF THE
 HT1082'SOUTHWEST END OF THE BOTTOM STEP OF THE SOUTHEAST ENTRANCE, 31
 HT1082'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT NORTH
 HT1082'OF THE SOUTH CORNER OF THE STEP, AND ABOUT LEVEL WITH THE ROAD.
 HT1082
 HT1082                          STATION RECOVERY (1964)
 HT1082
 HT1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1082'RECOVERED IN GOOD CONDITION.
 HT1082
 HT1082                          STATION RECOVERY (1988)
 HT1082
 HT1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0692 ***********************************************************************
 HT0692  DESIGNATION -  COPPER PLUG
 HT0692  PID         -  HT0692
 HT0692  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0692  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0692
 HT0692                         *CURRENT SURVEY CONTROL
 HT0692  ___________________________________________________________________
 HT0692* NAD 83(1986)-  37 48 34.4    (N)    122 28 34.1    (W)     HD_HELD2  
 HT0692* NAVD 88     -         4.754  (meters)      15.60   (feet)  ADJUSTED  
 HT0692  ___________________________________________________________________
 HT0692  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0692  DYNAMIC HT  -           4.751 (meters)      15.59  (feet)  COMP
 HT0692  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 HT0692
 HT0692  VERT ORDER  -  FIRST     CLASS I
 HT0692
 HT0692.The horizontal coordinates were established by autonomous hand held GPS
 HT0692.observations and have an estimated accuracy of +/- 10 meters.
 HT0692.
 HT0692.The orthometric height was determined by differential leveling and
 HT0692.adjusted in June 1991.
 HT0692
 HT0692.Photographs are available for this station.
 HT0692
 HT0692.The geoid height was determined by GEOID09.
 HT0692
 HT0692.The dynamic height is computed by dividing the NAVD 88
 HT0692.geopotential number by the normal gravity value computed on the
 HT0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0692.degrees latitude (g = 980.6199 gals.).
 HT0692
 HT0692.The modeled gravity was interpolated from observed gravity values.
 HT0692
 HT0692;                    North         East    Units  Estimated Accuracy
 HT0692;SPC CA 3     -   647,173.    1,826,008.      MT  (+/- 10 meters HH2 GPS)
 HT0692
 HT0692                          SUPERSEDED SURVEY CONTROL
 HT0692
 HT0692  NGVD 29 (??/??/??)    3.922  (m)           12.87   (f) ADJUSTED    1 1
 HT0692
 HT0692.Superseded values are not recommended for survey control.
 HT0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0692.See file dsdata.txt to determine how the superseded data were derived.
 HT0692
 HT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4611284814(NAD 83)
 HT0692
 HT0692_MARKER: Z = SEE DESCRIPTION
 HT0692_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HT0692_SP_SET: SEA WALL
 HT0692_MARK LOGO: NONE  
 HT0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0692+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1988
 HT0692
 HT0692  HISTORY     - Date     Condition        Report By
 HT0692  HISTORY     - UNK      MONUMENTED       RBNF
 HT0692  HISTORY     - UNK      SEE DESCRIPTION  GEOCAC
 HT0692  HISTORY     - 1956     GOOD             CGS
 HT0692  HISTORY     - 1969     GOOD             CGS
 HT0692  HISTORY     - 19880914 GOOD             NGS
 HT0692
 HT0692                          STATION DESCRIPTION
 HT0692
 HT0692'DESCRIBED BY GEOCACHING UNK
 HT0692'
 HT0692
 HT0692                          STATION RECOVERY (1956)
 HT0692
 HT0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HT0692'AT SAN FRANCISCO.
 HT0692'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, IN R6W, T1S,
 HT0692'IN THE TOP OF AND AT AN ANGLE IN THE GRANITE BLOCK SEA WALL,
 HT0692'60.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY
 HT0692'STUCCO HOUSE, 19.7 FEET NORTH OF THE EAST END OF AN IRON
 HT0692'GATE ACROSS MARINE DRIVE, 14.5 FEET EAST OF THE CENTER LINE OF
 HT0692'THE DRIVE, 0.5 FEET EAST OF THE WEST EDGE OF THE SEA WALL,
 HT0692'AND ABOUT 0.5 FOOT LOWER THAN THE DRIVE.
 HT0692
 HT0692                          STATION RECOVERY (1969)
 HT0692
 HT0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0692'RECOVERED IN GOOD CONDITION.
 HT0692
 HT0692                          STATION RECOVERY (1988)
 HT0692
 HT0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0692'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT SAN
 HT0692'FRANCISCO, AT THE PRESIDIO, AT FORT POINT, IN TOP OF AND AT AN ANGLE
 HT0692'IN A GRANITE RETAINING WALL, 122.0 M (400.3 FT) SOUTHEAST OF THE EAST
 HT0692'CORNER OF THE FORT POINT BUILDING, 6.0 M (19.7 FT) NORTH OF THE MOST
 HT0692'EASTERLY 1 OF 2 BRICK PILLARS, 4.4 M (14.4 FT) EAST OF THE CENTERLINE
 HT0692'OF MARINE DRIVE, 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE WALL, AND
 HT0692'0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0261 ***********************************************************************
 LV0261  DESIGNATION -  D 100 CAHD
 LV0261  PID         -  LV0261
 LV0261  STATE/COUNTY-  CA/HUMBOLDT
 LV0261  USGS QUAD   -  FIELDS LANDING (1972)
 LV0261
 LV0261                         *CURRENT SURVEY CONTROL
 LV0261  ___________________________________________________________________
 LV0261* NAD 83(1986)-  40 42 05.     (N)    124 12 11.     (W)     SCALED    
 LV0261* NAVD 88     -        11.59   (+/-2cm)      38.0    (feet)  VERTCON   
 LV0261  ___________________________________________________________________
 LV0261  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0261
 LV0261.The horizontal coordinates were scaled from a topographic map and have
 LV0261.an estimated accuracy of +/- 6 seconds.
 LV0261.
 LV0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0261
 LV0261.The vertical order pertains to the NGVD 29 superseded value.
 LV0261
 LV0261.The geoid height was determined by GEOID09.
 LV0261
 LV0261;                    North         East    Units  Estimated Accuracy
 LV0261;SPC CA 1     -   654,250.    1,813,850.      MT  (+/- 180 meters Scaled)
 LV0261
 LV0261                          SUPERSEDED SURVEY CONTROL
 LV0261
 LV0261  NGVD 29 (??/??/??)   10.596  (m)           34.76   (f) ADJUSTED    1 2
 LV0261
 LV0261.Superseded values are not recommended for survey control.
 LV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0261.See file dsdata.txt to determine how the superseded data were derived.
 LV0261
 LV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL983063(NAD 83)
 LV0261
 LV0261_MARKER: DD = SURVEY DISK
 LV0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0261_STAMPING: D 100 1931
 LV0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0261+STABILITY: SURFACE MOTION
 LV0261
 LV0261  HISTORY     - Date     Condition        Report By
 LV0261  HISTORY     - 1931     MONUMENTED       CADH
 LV0261  HISTORY     - 1935     MARK NOT FOUND   CGS
 LV0261  HISTORY     - 1960     GOOD             USGS
 LV0261
 LV0261                          STATION DESCRIPTION
 LV0261
 LV0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0261'2 MI S FROM FIELDS LANDING.
 LV0261'2.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 LV0261'FIELDS LANDING, HUMBOLDT COUNTY, 255 FEET NORTH OF AN OVERHEAD
 LV0261'CROSSING, OPPOSITE MILEPOST 276, AND 66 FEET EAST OF THE
 LV0261'CENTERLINE OF THE HIGHWAY.  A CALIFORNIA DIVISION OF HIGHWAYS
 LV0261'STANDARD DISK, STAMPED D 100 1931 AND SET IN THE TOP OF A
 LV0261'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 LV0261'RECOVERED IN MAY 1935.  IT WAS REPORTED AT THAT TIME THAT THERE
 LV0261'HAS BEEN A ROAD SLIDE AND CONSIDERABLE DUMPING HERE, AND THE
 LV0261'MARK IS PROBABLY BURIED OR DESTROYED.  NOTE-- 65 FEET EAST OF
 LV0261'HIGHWAY CENTERLINE, 126 FEET WEST OF BEND IN WIRE FENCE, AND
 LV0261'APPROXIMATELY 350 FEET NORTH OF THE NORTH END OF A HIGHWAY
 LV0261'OVERPASS.
 LV0261
 LV0261                          STATION RECOVERY (1960)
 LV0261
 LV0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LV0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1462 ***********************************************************************
 KT1462  DESIGNATION -  D 103
 KT1462  PID         -  KT1462
 KT1462  STATE/COUNTY-  CA/MENDOCINO
 KT1462  USGS QUAD   -  TAN OAK PARK (1994)
 KT1462
 KT1462                         *CURRENT SURVEY CONTROL
 KT1462  ___________________________________________________________________
 KT1462* NAD 83(1986)-  39 45 12.     (N)    123 32 14.     (W)     SCALED    
 KT1462* NAVD 88     -       471.19   (+/-2cm)    1545.9    (feet)  VERTCON   
 KT1462  ___________________________________________________________________
 KT1462  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1462  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1462
 KT1462.The horizontal coordinates were scaled from a topographic map and have
 KT1462.an estimated accuracy of +/- 6 seconds.
 KT1462.
 KT1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1462
 KT1462.The vertical order pertains to the NGVD 29 superseded value.
 KT1462
 KT1462.The geoid height was determined by GEOID09.
 KT1462
 KT1462;                    North         East    Units  Estimated Accuracy
 KT1462;SPC CA 2     -   732,750.    1,868,270.      MT  (+/- 180 meters Scaled)
 KT1462
 KT1462                          SUPERSEDED SURVEY CONTROL
 KT1462
 KT1462  NGVD 29 (??/??/92)  470.262  (m)         1542.85   (f) ADJ UNCH    1 2
 KT1462
 KT1462.Superseded values are not recommended for survey control.
 KT1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1462.See file dsdata.txt to determine how the superseded data were derived.
 KT1462
 KT1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK539005(NAD 83)
 KT1462
 KT1462_MARKER: DD = SURVEY DISK
 KT1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1462_STAMPING: D 103 1931
 KT1462_MARK LOGO: CADH  
 KT1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1462+STABILITY: SURFACE MOTION
 KT1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1462+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1994
 KT1462
 KT1462  HISTORY     - Date     Condition        Report By
 KT1462  HISTORY     - 1931     MONUMENTED       CADH
 KT1462  HISTORY     - 1967     GOOD             CGS
 KT1462  HISTORY     - 19940624 GOOD             CADT
 KT1462
 KT1462                          STATION DESCRIPTION
 KT1462
 KT1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1462'5.6 MI N FROM LAYTONVILLE.
 KT1462'5.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1462'LAYTONVILLE, 0.15 MILE SOUTHEAST OF THE CREST OF A GRADE, 57 FEET
 KT1462'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 75 FEET EAST
 KT1462'AND ACROSS THE HIGHWAY FROM BENCH MARK G 1082 (C AND GS AND SS),
 KT1462'60 FEET NORTHWEST OF THE NORTHWEST END OF THE HEAD WALL OF
 KT1462'CULVERT 75.50, 7.0 FEET SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST
 KT1462'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 KT1462'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KT1462
 KT1462                          STATION RECOVERY (1994)
 KT1462
 KT1462'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1462'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING--A 8-INCH SQUARE
 KT1462'CONCRETE POST, REFERENCED CULVERT IS AT POSTMILE 75.04 ACCORDING TO
 KT1462'ITS POSTMILE MARKER, NOT 75.50, 30 FT (9.1 M) SOUTHWEST OF A NEWER
 KT1462'FENCE.  THE REFERENCED BENCH MARK, G 1082, APPEARS TO BE GONE,
 KT1462'PROBABLY DESTROYED OR BURIED BY THE HIGHWAY PASSING LANES
 KT1462'CONSTRUCTION.  THE MARK IS AT THE BEGINNING OF A NORTHBOUND PASSING
 KT1462'LANE, 59 FT (18.0 M) NORTHWEST, MEASURED ALONG THE NORTHEAST EDGE OF
 KT1462'PAVEMENT OF THE HIGHWAY, FROM THE NORTHEAST CULVERT MARKER AT POSTMILE
 KT1462'75.04.  THE MARK IS AT POSTMILE 75.05.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1102 ***********************************************************************
 KT1102  DESIGNATION -  D 104
 KT1102  PID         -  KT1102
 KT1102  STATE/COUNTY-  CA/MENDOCINO
 KT1102  USGS QUAD   -  WILLITS (1991)
 KT1102
 KT1102                         *CURRENT SURVEY CONTROL
 KT1102  ___________________________________________________________________
 KT1102* NAD 83(1986)-  39 27 53.     (N)    123 21 06.     (W)     SCALED    
 KT1102* NAVD 88     -       409.24   (+/-2cm)    1342.6    (feet)  VERTCON   
 KT1102  ___________________________________________________________________
 KT1102  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT1102  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1102
 KT1102.The horizontal coordinates were scaled from a topographic map and have
 KT1102.an estimated accuracy of +/- 6 seconds.
 KT1102.
 KT1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1102
 KT1102.The vertical order pertains to the NGVD 29 superseded value.
 KT1102
 KT1102.The geoid height was determined by GEOID09.
 KT1102
 KT1102;                    North         East    Units  Estimated Accuracy
 KT1102;SPC CA 2     -   700,460.    1,883,690.      MT  (+/- 180 meters Scaled)
 KT1102
 KT1102                          SUPERSEDED SURVEY CONTROL
 KT1102
 KT1102  NGVD 29 (??/??/92)  408.318  (m)         1339.62   (f) ADJ UNCH    1 2
 KT1102
 KT1102.Superseded values are not recommended for survey control.
 KT1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1102.See file dsdata.txt to determine how the superseded data were derived.
 KT1102
 KT1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ697684(NAD 83)
 KT1102
 KT1102_MARKER: DB = BENCH MARK DISK
 KT1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1102_STAMPING: D 104 1931 1339.525
 KT1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1102+STABILITY: SURFACE MOTION
 KT1102
 KT1102  HISTORY     - Date     Condition        Report By
 KT1102  HISTORY     - 1931     MONUMENTED       CGS
 KT1102  HISTORY     - 1965     GOOD             CGS
 KT1102
 KT1102                          STATION DESCRIPTION
 KT1102
 KT1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1102'3.8 MI N FROM WILLITS.
 KT1102'3.75 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD
 KT1102'FROM THE STATION AT WILLITS, 48.5 FEET NORTHEAST OF THE NORTHEAST
 KT1102'RAIL, 33.0 FEET NORTHWEST OF THE CENTER OF THE SOUTH END OF A
 KT1102'24-INCH PIPE CULVERT, 14 FEET SOUTHWEST OF THE CENTER LINE OF
 KT1102'A DIRT ROAD, 1.0 FOOT NORTHEAST OF A FENCE, 1.2 FEET SOUTHWEST
 KT1102'OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET
 KT1102'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KT1102'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1079 ***********************************************************************
 JT1079  DESIGNATION -  D 106
 JT1079  PID         -  JT1079
 JT1079  STATE/COUNTY-  CA/SONOMA
 JT1079  USGS QUAD   -  JIMTOWN (1993)
 JT1079
 JT1079                         *CURRENT SURVEY CONTROL
 JT1079  ___________________________________________________________________
 JT1079* NAD 83(1986)-  38 39 29.     (N)    122 52 19.     (W)     SCALED    
 JT1079* NAVD 88     -        57.284  (meters)     187.94   (feet)  ADJUSTED  
 JT1079  ___________________________________________________________________
 JT1079  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 JT1079  DYNAMIC HT  -          57.250 (meters)     187.83  (feet)  COMP
 JT1079  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 JT1079
 JT1079  VERT ORDER  -  FIRST     CLASS II
 JT1079
 JT1079.The horizontal coordinates were scaled from a topographic map and have
 JT1079.an estimated accuracy of +/- 6 seconds.
 JT1079.
 JT1079.The orthometric height was determined by differential leveling and
 JT1079.adjusted in June 1991.
 JT1079
 JT1079.The geoid height was determined by GEOID09.
 JT1079
 JT1079.The dynamic height is computed by dividing the NAVD 88
 JT1079.geopotential number by the normal gravity value computed on the
 JT1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1079.degrees latitude (g = 980.6199 gals.).
 JT1079
 JT1079.The modeled gravity was interpolated from observed gravity values.
 JT1079
 JT1079;                    North         East    Units  Estimated Accuracy
 JT1079;SPC CA 2     -   610,410.    1,924,110.      MT  (+/- 180 meters Scaled)
 JT1079
 JT1079                          SUPERSEDED SURVEY CONTROL
 JT1079
 JT1079  NGVD 29 (12/02/92)   56.414  (m)          185.08   (f) ADJUSTED    1 2
 JT1079
 JT1079.Superseded values are not recommended for survey control.
 JT1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1079.See file dsdata.txt to determine how the superseded data were derived.
 JT1079
 JT1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH111788(NAD 83)
 JT1079
 JT1079_MARKER: DD = SURVEY DISK
 JT1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1079_SP_SET: CONCRETE POST
 JT1079_STAMPING: D 106 1932
 JT1079_MARK LOGO: CADH  
 JT1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1079+STABILITY: SURFACE MOTION
 JT1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT1079+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2007
 JT1079
 JT1079  HISTORY     - Date     Condition        Report By
 JT1079  HISTORY     - 1932     MONUMENTED       CADH
 JT1079  HISTORY     - 1934     GOOD             CGS
 JT1079  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1079  HISTORY     - 1975     GOOD             NGS
 JT1079  HISTORY     - 1989     GOOD             NGS
 JT1079  HISTORY     - 20070425 GOOD             GEOCAC
 JT1079
 JT1079                          STATION DESCRIPTION
 JT1079
 JT1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1079'3.9 MI S FROM GEYSERVILLE.
 JT1079'3.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1079'THE STATION AT GEYSERVILLE, SONOMA COUNTY, DIRECTLY WEST OF
 JT1079'THE STATION AT LYTTON, AT A ROAD CROSSING, 132 FEET WEST OF THE
 JT1079'TRACK, 40 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD,
 JT1079'AND AT A FENCE LINE.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 JT1079'DISK, STAMPED D 106 1932 AND SET IN THE TOP OF A CONCRETE POST
 JT1079'PROJECTING 3 INCHES ABOVE GROUND.
 JT1079
 JT1079                          STATION RECOVERY (1960)
 JT1079
 JT1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1079'MARK NOT FOUND.
 JT1079
 JT1079                          STATION RECOVERY (1975)
 JT1079
 JT1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RG)
 JT1079'3.85 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1079'STATION AT HEALDSBURG, 0.1 MILE SOUTH OF A ASPHALT ROAD CROSSING
 JT1079'5 TELEPHONE POLES SOUTH OF MILEPOST 72, 134.8 FEET WEST OF THE
 JT1079'WEST RAIL, 196 FEET WEST OF AND ACROSS THE TRACK FROM THE CENTER
 JT1079'LINE OF LYTTON STATION ROAD, 166 FEET WEST NORTHWSET OF THE 5TH
 JT1079'TELEPHONE POLE SOUTH OF THE MILEPOST, 143 FEET NORTHWEST OF
 JT1079'TRIANGULATION STATION LYTTON, 1.7 FEET EAST OF A FENCE, 1.3 FEET
 JT1079'EAST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 JT1079'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JT1079'PROJECTING 0.5 FEET ABOVE THE GROUND.
 JT1079
 JT1079                          STATION RECOVERY (1989)
 JT1079
 JT1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JT1079'RECOVERED IN GOOD CONDITION.
 JT1079
 JT1079                          STATION RECOVERY (2007)
 JT1079
 JT1079'RECOVERY NOTE BY GEOCACHING 2007 (KRS)
 JT1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1773 ***********************************************************************
 HT1773  DESIGNATION -  D 108
 HT1773  PID         -  HT1773
 HT1773  STATE/COUNTY-  CA/MARIN
 HT1773  USGS QUAD   -  SAN RAFAEL (1995)
 HT1773
 HT1773                         *CURRENT SURVEY CONTROL
 HT1773  ___________________________________________________________________
 HT1773* NAD 83(1986)-  37 58 29.     (N)    122 33 45.     (W)     SCALED    
 HT1773* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 HT1773  ___________________________________________________________________
 HT1773  GEOID HEIGHT-         -32.15  (meters)                     GEOID09
 HT1773  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1773
 HT1773.The horizontal coordinates were scaled from a topographic map and have
 HT1773.an estimated accuracy of +/- 6 seconds.
 HT1773.
 HT1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1773
 HT1773.The vertical order pertains to the NGVD 29 superseded value.
 HT1773
 HT1773.The geoid height was determined by GEOID09.
 HT1773
 HT1773;                    North         East    Units  Estimated Accuracy
 HT1773;SPC CA 3     -   665,660.    1,818,810.      MT  (+/- 180 meters Scaled)
 HT1773
 HT1773                          SUPERSEDED SURVEY CONTROL
 HT1773
 HT1773  NGVD 29 (??/??/92)   13.794  (m)           45.26   (f) ADJ UNCH    1 2
 HT1773
 HT1773.Superseded values are not recommended for survey control.
 HT1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1773.See file dsdata.txt to determine how the superseded data were derived.
 HT1773
 HT1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH384031(NAD 83)
 HT1773
 HT1773_MARKER: DB = BENCH MARK DISK
 HT1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1773_STAMPING: 45.279 D 108 1932
 HT1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1773+STABILITY: SURFACE MOTION
 HT1773
 HT1773  HISTORY     - Date     Condition        Report By
 HT1773  HISTORY     - 1932     MONUMENTED       CGS
 HT1773  HISTORY     - 1956     GOOD             CGS
 HT1773  HISTORY     - 1964     GOOD             CGS
 HT1773  HISTORY     - 1987     MARK NOT FOUND   NGS
 HT1773
 HT1773                          STATION DESCRIPTION
 HT1773
 HT1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1773'AT SAN ANSELMO.
 HT1773'AT SAN ANSELMO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 HT1773'SAN ANSELMO AVENUE AND CITY HALL AVENUE, AT THE NORTHEAST CORNER
 HT1773'OF THE CITY HALL YARD, ABOUT 250 FEET NORTHWEST OF BENCH MARK C
 HT1773'108, 65 FEET SOUTH OF THE CENTER LINE OF CITY HALL AVENUE, 30.5
 HT1773'EAST OF THE NORTHEAST CORNER OF THE SAN ANSELMO FIRE DEPARTMENT
 HT1773'BUILDING, 27 FEET WEST OF THE CENTER LINE OF SAN ANSELMO AVENUE,
 HT1773'11 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 0.5 FEET
 HT1773'SOUTH OF THE ROUNDING CORNER OF A CONCRETE CURB, AND SET IN THE
 HT1773'TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE CURB.
 HT1773
 HT1773                          STATION RECOVERY (1964)
 HT1773
 HT1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1773'RECOVERED IN GOOD CONDITION.
 HT1773
 HT1773                          STATION RECOVERY (1987)
 HT1773
 HT1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HT1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3229 ***********************************************************************
 HS3229  DESIGNATION -  D 112
 HS3229  PID         -  HS3229
 HS3229  STATE/COUNTY-  CA/SANTA CLARA
 HS3229  USGS QUAD   -  SAN JOSE WEST (1980)
 HS3229
 HS3229                         *CURRENT SURVEY CONTROL
 HS3229  ___________________________________________________________________
 HS3229* NAD 83(1986)-  37 18 54.     (N)    121 53 20.     (W)     SCALED    
 HS3229* NAVD 88     -        34.52   (+/-2cm)     113.3    (feet)  VERTCON   
 HS3229  ___________________________________________________________________
 HS3229  GEOID HEIGHT-         -32.63  (meters)                     GEOID09
 HS3229  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3229
 HS3229.The horizontal coordinates were scaled from a topographic map and have
 HS3229.an estimated accuracy of +/- 6 seconds.
 HS3229.
 HS3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3229
 HS3229.The vertical order pertains to the NGVD 29 superseded value.
 HS3229
 HS3229.The geoid height was determined by GEOID09.
 HS3229
 HS3229;                    North         East    Units  Estimated Accuracy
 HS3229;SPC CA 3     -   591,360.    1,876,890.      MT  (+/- 180 meters Scaled)
 HS3229
 HS3229                          SUPERSEDED SURVEY CONTROL
 HS3229
 HS3229  NGVD 29 (??/??/92)   33.684  (m)          110.51   (f) ADJ UNCH    1 2
 HS3229
 HS3229.Superseded values are not recommended for survey control.
 HS3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3229.See file dsdata.txt to determine how the superseded data were derived.
 HS3229
 HS3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG984303(NAD 83)
 HS3229
 HS3229_MARKER: DB = BENCH MARK DISK
 HS3229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3229_SP_SET: BRIDGE
 HS3229_STAMPING: D 112 1932
 HS3229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3229
 HS3229  HISTORY     - Date     Condition        Report By
 HS3229  HISTORY     - 1932     MONUMENTED       CGS
 HS3229  HISTORY     - 1954     GOOD             CGS
 HS3229  HISTORY     - 1961     MARK NOT FOUND   CGS
 HS3229
 HS3229                          STATION DESCRIPTION
 HS3229
 HS3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HS3229'AT SAN JOSE.
 HS3229'AT SAN JOSE, 1.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC
 HS3229'COMPANY RAILROAD FROM THE STATION, THENCE 0.15 MILE SOUTHWEST
 HS3229'ALONG WILLOW STREET, AT THE EAST CORNER OF THE WILLOW STREET
 HS3229'BRIDGE OVER GUADALUPE RIVER, IN THE TOP OF THE NORTH END OF THE
 HS3229'SOUTHEAST CONCRETE WING WALL, 21.3 FEET SOUTHEAST OF THE CENTER
 HS3229'LINE OF THE STREET, 0.6 FOOT NORTHEAST OF THE NORTHEAST END OF
 HS3229'THE BRIDGE, 0.7 FOOT SOUTHWEST OF THE IRON POST WHERE THE IRON
 HS3229'HAND RAILS FORM A V, AND ABOUT LEVEL WITH THE STREET.  NOTE--THIS
 HS3229'MARK HAS PROBABLY BEEN COVERED BY WHAT APPEARS TO BE NEW CONCRETE
 HS3229'BANNISTERS POURED OVER THE AREA OF THE OLD IRON RAILS.  THIS
 HS3229'MARK WAS SEARCHED FOR BUT NOT FOUND.
 HS3229
 HS3229                          STATION RECOVERY (1961)
 HS3229
 HS3229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HS3229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0758 ***********************************************************************
 HT0758  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0758  DESIGNATION -  DD 109
 HT0758  PID         -  HT0758
 HT0758  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0758  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0758
 HT0758                         *CURRENT SURVEY CONTROL
 HT0758  ___________________________________________________________________
 HT0758* NAD 83(1986)-  37 47 17.     (N)    122 23 25.     (W)     SCALED    
 HT0758* NAVD 88     -         9.674  (meters)      31.74   (feet)  ADJUSTED  
 HT0758  ___________________________________________________________________
 HT0758  GEOID HEIGHT-         -32.48  (meters)                     GEOID09
 HT0758  DYNAMIC HT  -           9.667 (meters)      31.72  (feet)  COMP
 HT0758  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 HT0758
 HT0758  VERT ORDER  -  FIRST     CLASS II
 HT0758
 HT0758.The horizontal coordinates were scaled from a topographic map and have
 HT0758.an estimated accuracy of +/- 6 seconds.
 HT0758.
 HT0758.The orthometric height was determined by differential leveling and
 HT0758.adjusted in June 1991.
 HT0758
 HT0758.This Tidal Bench Mark is designated as VM 8095
 HT0758.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0758
 HT0758.The geoid height was determined by GEOID09.
 HT0758
 HT0758.The dynamic height is computed by dividing the NAVD 88
 HT0758.geopotential number by the normal gravity value computed on the
 HT0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0758.degrees latitude (g = 980.6199 gals.).
 HT0758
 HT0758.The modeled gravity was interpolated from observed gravity values.
 HT0758
 HT0758;                    North         East    Units  Estimated Accuracy
 HT0758;SPC CA 3     -   644,630.    1,833,520.      MT  (+/- 180 meters Scaled)
 HT0758
 HT0758                          SUPERSEDED SURVEY CONTROL
 HT0758
 HT0758  NGVD 29 (??/??/92)    8.845  (m)           29.02   (f) ADJ UNCH    1 2
 HT0758
 HT0758.Superseded values are not recommended for survey control.
 HT0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0758.See file dsdata.txt to determine how the superseded data were derived.
 HT0758
 HT0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG536824(NAD 83)
 HT0758
 HT0758_MARKER: DB = BENCH MARK DISK
 HT0758_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT0758_SP_SET: RETAINING WALL
 HT0758_STAMPING: DD 109 1932
 HT0758_MARK LOGO: CGS   
 HT0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0758+STABILITY: SURFACE MOTION
 HT0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0758+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1988
 HT0758
 HT0758  HISTORY     - Date     Condition        Report By
 HT0758  HISTORY     - 1932     MONUMENTED       CGS
 HT0758  HISTORY     - 1952     GOOD             CGS
 HT0758  HISTORY     - 1965     GOOD             CGS
 HT0758  HISTORY     - 1987     GOOD             USPSQD
 HT0758  HISTORY     - 19880926 GOOD             NGS
 HT0758
 HT0758                          STATION DESCRIPTION
 HT0758
 HT0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0758'AT SAN FRANCISCO.
 HT0758'AT SAN FRANCISCO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 HT0758'MAIN AND HARRISON STREETS, IN THE TOP OF THE NORTHWEST CORNER OF
 HT0758'THE CONCRETE RETAINING WALL OF THE ATCHISON, TOPEKA AND SANTA
 HT0758'FE RAILWAY YARDS, 14.2 FEET EAST OF THE EAST CURB OF MAIN STREET,
 HT0758'8.2 FEET SOUTH OF THE SOUTH CURB OF HARRISON STREET, AND LEVEL
 HT0758'WTIH THE SIDEWALK.
 HT0758
 HT0758                          STATION RECOVERY (1965)
 HT0758
 HT0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT0758'RECOVERED IN GOOD CONDITION.
 HT0758
 HT0758                          STATION RECOVERY (1987)
 HT0758
 HT0758'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0758'RECOVERED IN GOOD CONDITION.
 HT0758
 HT0758                          STATION RECOVERY (1988)
 HT0758
 HT0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0758'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--THE
 HT0758'ATCHINSON, TOPEKA, AND SANTA FE RAILWAY YARDS, TO A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1305 ***********************************************************************
 LU1305  DESIGNATION -  E 101
 LU1305  PID         -  LU1305
 LU1305  STATE/COUNTY-  CA/HUMBOLDT
 LU1305  USGS QUAD   -  WEOTT (1969)
 LU1305
 LU1305                         *CURRENT SURVEY CONTROL
 LU1305  ___________________________________________________________________
 LU1305* NAD 83(1986)-  40 18 34.     (N)    123 54 36.     (W)     SCALED    
 LU1305* NAVD 88     -        54.36   (+/-2cm)     178.3    (feet)  VERTCON   
 LU1305  ___________________________________________________________________
 LU1305  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1305  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1305
 LU1305.The horizontal coordinates were scaled from a topographic map and have
 LU1305.an estimated accuracy of +/- 6 seconds.
 LU1305.
 LU1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1305
 LU1305.The vertical order pertains to the NGVD 29 superseded value.
 LU1305
 LU1305.The geoid height was determined by GEOID09.
 LU1305
 LU1305;                    North         East    Units  Estimated Accuracy
 LU1305;SPC CA 1     -   610,160.    1,837,660.      MT  (+/- 180 meters Scaled)
 LU1305
 LU1305                          SUPERSEDED SURVEY CONTROL
 LU1305
 LU1305  NGVD 29 (??/??/92)   53.409  (m)          175.23   (f) ADJ UNCH    1 2
 LU1305
 LU1305.Superseded values are not recommended for survey control.
 LU1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1305.See file dsdata.txt to determine how the superseded data were derived.
 LU1305
 LU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK226625(NAD 83)
 LU1305
 LU1305_MARKER: DB = BENCH MARK DISK
 LU1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1305_STAMPING: E 101 1931
 LU1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1305+STABILITY: SURFACE MOTION
 LU1305
 LU1305  HISTORY     - Date     Condition        Report By
 LU1305  HISTORY     - 1931     MONUMENTED       CGS
 LU1305  HISTORY     - 1935     GOOD             CGS
 LU1305  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1305
 LU1305                          STATION DESCRIPTION
 LU1305
 LU1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1305'1.7 MI S FROM WEOTT.
 LU1305'1.7 MILES SOUTH ALONG REDWOOD HIGHWAY FROM WEOTT, HUMBOLDT COUNTY,
 LU1305'AT BURLINGTON, 73 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LU1305'AT A HIGHWAY-MAINTENANCE STATION, AND IN LINE WITH THE WEST
 LU1305'BOUNDARY FENCE.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK,
 LU1305'STAMPED E 101 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU1305'9 INCHES ABOVE GROUND.
 LU1305
 LU1305                          STATION RECOVERY (1967)
 LU1305
 LU1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1241 ***********************************************************************
 LU1241  DESIGNATION -  E 102
 LU1241  PID         -  LU1241
 LU1241  STATE/COUNTY-  CA/HUMBOLDT
 LU1241  USGS QUAD   -  GARBERVILLE (1970)
 LU1241
 LU1241                         *CURRENT SURVEY CONTROL
 LU1241  ___________________________________________________________________
 LU1241* NAD 83(1986)-  40 01 01.     (N)    123 47 27.     (W)     SCALED    
 LU1241* NAVD 88     -       143.006  (meters)     469.18   (feet)  ADJUSTED  
 LU1241  ___________________________________________________________________
 LU1241  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1241  DYNAMIC HT  -         142.930 (meters)     468.93  (feet)  COMP
 LU1241  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LU1241
 LU1241  VERT ORDER  -  FIRST     CLASS II
 LU1241
 LU1241.The horizontal coordinates were scaled from a topographic map and have
 LU1241.an estimated accuracy of +/- 6 seconds.
 LU1241.
 LU1241.The orthometric height was determined by differential leveling and
 LU1241.adjusted in June 1991.
 LU1241
 LU1241.The geoid height was determined by GEOID09.
 LU1241
 LU1241.The dynamic height is computed by dividing the NAVD 88
 LU1241.geopotential number by the normal gravity value computed on the
 LU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1241.degrees latitude (g = 980.6199 gals.).
 LU1241
 LU1241.The modeled gravity was interpolated from observed gravity values.
 LU1241
 LU1241;                    North         East    Units  Estimated Accuracy
 LU1241;SPC CA 1     -   577,470.    1,847,120.      MT  (+/- 180 meters Scaled)
 LU1241
 LU1241                          SUPERSEDED SURVEY CONTROL
 LU1241
 LU1241  NGVD 29 (12/02/92)  142.090  (m)          466.17   (f) ADJUSTED    1 2
 LU1241
 LU1241.Superseded values are not recommended for survey control.
 LU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1241.See file dsdata.txt to determine how the superseded data were derived.
 LU1241
 LU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325299(NAD 83)
 LU1241
 LU1241_MARKER: DB = BENCH MARK DISK
 LU1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1241_SP_SET: CONCRETE POST
 LU1241_STAMPING: E 102 1931
 LU1241_MARK LOGO: CADH  
 LU1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1241+STABILITY: SURFACE MOTION
 LU1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1241+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1241
 LU1241  HISTORY     - Date     Condition        Report By
 LU1241  HISTORY     - 1931     MONUMENTED       CADH
 LU1241  HISTORY     - 1967     GOOD             CGS
 LU1241  HISTORY     - 19880331 GOOD             NGS
 LU1241  HISTORY     - 19920729 GOOD             NGS
 LU1241
 LU1241                          STATION DESCRIPTION
 LU1241
 LU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1241'3.6 MI N FROM PIERCY.
 LU1241'3.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1241'PIERCY, 0.2 MILE SOUTH OF A CAFE AND GIFT SHOP, AT THE SOUTH EDGE
 LU1241'OF RICHARDSON GROVE STATE PARK, AT THE SOUTH EDGE OF A CAMPING
 LU1241'AREA, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LU1241'WEST OF A FENCE WHICH IS AT THE TOP OF A CLIFF, ABOUT 10 FEET
 LU1241'EAST OF A SPLIT RAIL FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LU1241'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 LU1241'GROUND.
 LU1241
 LU1241                          STATION RECOVERY (1988)
 LU1241
 LU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1241'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.5 KM (7.75
 LU1241'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1241'GARBERVILLE.  CHANGE--10 FEET EAST OF A SPLIT RAIL FENCE, TO 9.1 M
 LU1241'(29.9 FT) EAST OF A SPLIT RAIL FENCE.
 LU1241
 LU1241                          STATION RECOVERY (1992)
 LU1241
 LU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1241'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1241'OFFICE IN GARBERVILLE, THENCE 12.5 KM (7.75 MI) SOUTHERLY ALONG U.S.
 LU1241'HIGHWAY 101, NEAR THE SOUTH END OF RICHARDSON GROVE STATE PARK, 58.0
 LU1241'M (190.3 FT) NORTH OF THE EAST LEG OF A SIGN (RICHARDSON GROVE STATE
 LU1241'PARK), 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.1 M
 LU1241'(29.9 FT) EAST OF A FENCE, LEVEL WITH THE HIGHWAY, AND THE MONUMENT
 LU1241'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1459 ***********************************************************************
 KT1459  DESIGNATION -  E 103
 KT1459  PID         -  KT1459
 KT1459  STATE/COUNTY-  CA/MENDOCINO
 KT1459  USGS QUAD   -  CAHTO PEAK (1967)
 KT1459
 KT1459                         *CURRENT SURVEY CONTROL
 KT1459  ___________________________________________________________________
 KT1459* NAD 83(1986)-  39 44 15.     (N)    123 30 47.     (W)     SCALED    
 KT1459* NAVD 88     -       461.09   (+/-2cm)    1512.8    (feet)  VERTCON   
 KT1459  ___________________________________________________________________
 KT1459  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT1459  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1459
 KT1459.The horizontal coordinates were scaled from a topographic map and have
 KT1459.an estimated accuracy of +/- 6 seconds.
 KT1459.
 KT1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1459
 KT1459.The vertical order pertains to the NGVD 29 superseded value.
 KT1459
 KT1459.The geoid height was determined by GEOID09.
 KT1459
 KT1459;                    North         East    Units  Estimated Accuracy
 KT1459;SPC CA 2     -   730,960.    1,870,310.      MT  (+/- 180 meters Scaled)
 KT1459
 KT1459                          SUPERSEDED SURVEY CONTROL
 KT1459
 KT1459  NGVD 29 (??/??/92)  460.165  (m)         1509.72   (f) ADJ UNCH    1 2
 KT1459
 KT1459.Superseded values are not recommended for survey control.
 KT1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1459.See file dsdata.txt to determine how the superseded data were derived.
 KT1459
 KT1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ560987(NAD 83)
 KT1459
 KT1459_MARKER: DB = BENCH MARK DISK
 KT1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1459_STAMPING: E 103 1931 1509.593
 KT1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1459+STABILITY: SURFACE MOTION
 KT1459
 KT1459  HISTORY     - Date     Condition        Report By
 KT1459  HISTORY     - 1931     MONUMENTED       CGS
 KT1459  HISTORY     - 1967     GOOD             CGS
 KT1459
 KT1459                          STATION DESCRIPTION
 KT1459
 KT1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1459'3.9 MI N FROM LAYTONVILLE.
 KT1459'3.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1459'LAYTONVILLE, ALONG A PORTION OF THE OLD HIGHWAY, ABOUT 150 YARDS
 KT1459'EAST OF THE NEW HIGHWAY, 95 YARDS SOUTH OF AN 18-INCH PIPE
 KT1459'CULVERT UNDER THE OLD HIGHWAY, 45 FEET WEST OF THE CENTER LINE
 KT1459'OF THE OLD HIGHWAY, 88 FEET WEST OF A FENCE, 0.3 MILE SOUTH OF
 KT1459'A RANCHHOUSE, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 KT1459'THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT1459'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1215 ***********************************************************************
 KT1215  DESIGNATION -  E 105
 KT1215  PID         -  KT1215
 KT1215  STATE/COUNTY-  CA/MENDOCINO
 KT1215  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1215
 KT1215                         *CURRENT SURVEY CONTROL
 KT1215  ___________________________________________________________________
 KT1215* NAD 83(1986)-  39 03 18.     (N)    123 09 03.     (W)     SCALED    
 KT1215* NAVD 88     -       184.05   (+/-2cm)     603.8    (feet)  VERTCON   
 KT1215  ___________________________________________________________________
 KT1215  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 KT1215  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1215
 KT1215.The horizontal coordinates were scaled from a topographic map and have
 KT1215.an estimated accuracy of +/- 6 seconds.
 KT1215.
 KT1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1215
 KT1215.The vertical order pertains to the NGVD 29 superseded value.
 KT1215
 KT1215.The geoid height was determined by GEOID09.
 KT1215
 KT1215;                    North         East    Units  Estimated Accuracy
 KT1215;SPC CA 2     -   654,740.    1,900,400.      MT  (+/- 180 meters Scaled)
 KT1215
 KT1215                          SUPERSEDED SURVEY CONTROL
 KT1215
 KT1215  NGVD 29 (??/??/92)  183.179  (m)          600.98   (f) ADJ UNCH    1 2
 KT1215
 KT1215.Superseded values are not recommended for survey control.
 KT1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1215.See file dsdata.txt to determine how the superseded data were derived.
 KT1215
 KT1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ869228(NAD 83)
 KT1215
 KT1215_MARKER: DB = BENCH MARK DISK
 KT1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1215_STAMPING: 600.832 E 105 1932
 KT1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1215+STABILITY: SURFACE MOTION
 KT1215
 KT1215  HISTORY     - Date     Condition        Report By
 KT1215  HISTORY     - 1932     MONUMENTED       CGS
 KT1215  HISTORY     - 1964     GOOD             CGS
 KT1215
 KT1215                          STATION DESCRIPTION
 KT1215
 KT1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1215'6.4 MI N FROM HOPLAND.
 KT1215'6.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1215'FROM THE STATION AT HOPLAND, 13 POLES NORTHWEST OF MILEPOLE 106,
 KT1215'101 FEET NORTH OF CULVERT 106-A, 46.5 FEET NORTHWEST OF THE
 KT1215'NORTHWEST RAIL OF THE TRACK, 1.0 FOOT SOUTHEAST OF A FENCE LINE,
 KT1215'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KT1215'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0749 ***********************************************************************
 JT0749  DESIGNATION -  E 107
 JT0749  PID         -  JT0749
 JT0749  STATE/COUNTY-  CA/SONOMA
 JT0749  USGS QUAD   -  COTATI (1980)
 JT0749
 JT0749                         *CURRENT SURVEY CONTROL
 JT0749  ___________________________________________________________________
 JT0749* NAD 83(1986)-  38 17 45.     (N)    122 39 59.     (W)     SCALED    
 JT0749* NAVD 88     -        20.44   (+/-2cm)      67.1    (feet)  VERTCON   
 JT0749  ___________________________________________________________________
 JT0749  GEOID HEIGHT-         -31.64  (meters)                     GEOID09
 JT0749  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0749
 JT0749.The horizontal coordinates were scaled from a topographic map and have
 JT0749.an estimated accuracy of +/- 6 seconds.
 JT0749.
 JT0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0749
 JT0749.The vertical order pertains to the NGVD 29 superseded value.
 JT0749
 JT0749.The geoid height was determined by GEOID09.
 JT0749
 JT0749;                    North         East    Units  Estimated Accuracy
 JT0749;SPC CA 2     -   570,060.    1,941,710.      MT  (+/- 180 meters Scaled)
 JT0749
 JT0749                          SUPERSEDED SURVEY CONTROL
 JT0749
 JT0749  NGVD 29 (??/??/92)   19.610  (m)           64.34   (f) ADJ UNCH    1 2
 JT0749
 JT0749.Superseded values are not recommended for survey control.
 JT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0749.See file dsdata.txt to determine how the superseded data were derived.
 JT0749
 JT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH291386(NAD 83)
 JT0749
 JT0749_MARKER: DB = BENCH MARK DISK
 JT0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0749_SP_SET: CULVERT
 JT0749_STAMPING: 64.291 E 107 1932
 JT0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0749
 JT0749  HISTORY     - Date     Condition        Report By
 JT0749  HISTORY     - 1932     MONUMENTED       CGS
 JT0749  HISTORY     - 1934     GOOD             CGS
 JT0749  HISTORY     - 1959     GOOD             CGS
 JT0749  HISTORY     - 19990615 MARK NOT FOUND   INDIV
 JT0749
 JT0749                          STATION DESCRIPTION
 JT0749
 JT0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0749'4.7 MI N FROM PETALUMA.
 JT0749'4.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0749'STATION AT PETALUMA, SONOMA COUNTY, 200 FEET SOUTH ALONG A
 JT0749'HIGHWAY FROM THE RAILROAD CROSSING AT THE PENN GROVE STATION,
 JT0749'AT A CONCRETE COUNTY CULVERT, AND IN THE TOP OF THE SOUTHWEST
 JT0749'WING WALL.  A STANDARD DISK, STAMPED 64.291 E 107 1932.
 JT0749
 JT0749                          STATION RECOVERY (1959)
 JT0749
 JT0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0749'RECOVERED IN GOOD CONDITION.
 JT0749
 JT0749                          STATION RECOVERY (1999)
 JT0749
 JT0749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0425 ***********************************************************************
 HT0425  DESIGNATION -  E 110
 HT0425  PID         -  HT0425
 HT0425  STATE/COUNTY-  CA/SAN MATEO
 HT0425  USGS QUAD   -  SAN MATEO (1997)
 HT0425
 HT0425                         *CURRENT SURVEY CONTROL
 HT0425  ___________________________________________________________________
 HT0425* NAD 83(1986)-  37 31 19.     (N)    122 16 37.     (W)     SCALED    
 HT0425* NAVD 88     -        10.91   (+/-2cm)      35.8    (feet)  VERTCON   
 HT0425  ___________________________________________________________________
 HT0425  GEOID HEIGHT-         -32.58  (meters)                     GEOID09
 HT0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0425
 HT0425.The horizontal coordinates were scaled from a topographic map and have
 HT0425.an estimated accuracy of +/- 6 seconds.
 HT0425.
 HT0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0425
 HT0425.The vertical order pertains to the NGVD 29 superseded value.
 HT0425
 HT0425.The geoid height was determined by GEOID09.
 HT0425
 HT0425;                    North         East    Units  Estimated Accuracy
 HT0425;SPC CA 3     -   614,910.    1,842,940.      MT  (+/- 180 meters Scaled)
 HT0425
 HT0425                          SUPERSEDED SURVEY CONTROL
 HT0425
 HT0425  NGVD 29 (??/??/92)   10.073  (m)           33.05   (f) ADJ UNCH    1 2
 HT0425
 HT0425.Superseded values are not recommended for survey control.
 HT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0425.See file dsdata.txt to determine how the superseded data were derived.
 HT0425
 HT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG638530(NAD 83)
 HT0425
 HT0425_MARKER: DB = BENCH MARK DISK
 HT0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0425_STAMPING: E 110 1932
 HT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0425+STABILITY: SURFACE MOTION
 HT0425
 HT0425  HISTORY     - Date     Condition        Report By
 HT0425  HISTORY     - 1932     MONUMENTED       CGS
 HT0425  HISTORY     - 1960     GOOD             CGS
 HT0425  HISTORY     - 1967     GOOD             CGS
 HT0425  HISTORY     - 1976     GOOD             NGS
 HT0425
 HT0425                          STATION DESCRIPTION
 HT0425
 HT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HT0425'AT BELMONT.
 HT0425'AT BELMONT, 0.1 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC
 HT0425'RAILROAD FROM THE STATION, 5 1/4 TELEPHONE POLES NORTHWEST OF
 HT0425'MILEPOLE 22, 24.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HT0425'NORTHEAST MAIN TRACK, 77.3 FEET SOUTHEAST OF THE SOUTH CORNER
 HT0425'OF A CONCRETE BLOCK BUILDING, 42.8 FEET EAST OF THE EAST CORNER
 HT0425'OF SEMAPHORE 219, 29 FEET NORTHWEST OF THE FIFTH POLE NORTHWEST
 HT0425'OF THE MILEPOLE, 3.7 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A
 HT0425'CONCRETE WALL ON THE SOUTHWEST SIDE OF THE RUSSELL H. SPERRY
 HT0425'CABINET SHOP, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 5 FEET
 HT0425'LOWER THAN THE TRACK. AND SET IN THE TOP OF A CONCRETE POST
 HT0425'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HT0425
 HT0425                          STATION RECOVERY (1967)
 HT0425
 HT0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0425'RECOVERED IN GOOD CONDITION.
 HT0425
 HT0425                          STATION RECOVERY (1976)
 HT0425
 HT0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0425'AT BELMONT, 0.05 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 HT0425'FROM THE STATION, 5 1/4 POLES NORTHWEST OF MILEPOLE 22, 24.3 FT
 HT0425'NORTHEAST OF THE NORTHEAST RAIL, 3.9 FT SOUTHWEST OF THE SOUTHWEST
 HT0425'FACE OF CONCRETE BLOCK BUILDING OWENED BY RUSSELL H. SPERRY CABINET
 HT0425'SHOP, 77.3 FT SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BLOCK
 HT0425'BUILDING, 42.8 FT EAST OF THE EAST CORNER OF SEMAPHORE 219, 29
 HT0425'FT NORTHWEST OF THE FIFTH POLE NORTHWEST OF THE MILEPOLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1213 ***********************************************************************
 HT1213  DESIGNATION -  E 111
 HT1213  PID         -  HT1213
 HT1213  STATE/COUNTY-  CA/SANTA CLARA
 HT1213  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1213
 HT1213                         *CURRENT SURVEY CONTROL
 HT1213  ___________________________________________________________________
 HT1213* NAD 83(1986)-  37 24 31.     (N)    122 04 09.     (W)     SCALED    
 HT1213* NAVD 88     -        11.38   (+/-2cm)      37.3    (feet)  VERTCON   
 HT1213  ___________________________________________________________________
 HT1213  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT1213  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1213
 HT1213.The horizontal coordinates were scaled from a topographic map and have
 HT1213.an estimated accuracy of +/- 6 seconds.
 HT1213.
 HT1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1213
 HT1213.The vertical order pertains to the NGVD 29 superseded value.
 HT1213
 HT1213.The geoid height was determined by GEOID09.
 HT1213
 HT1213;                    North         East    Units  Estimated Accuracy
 HT1213;SPC CA 3     -   602,000.    1,861,090.      MT  (+/- 180 meters Scaled)
 HT1213
 HT1213                          SUPERSEDED SURVEY CONTROL
 HT1213
 HT1213  NGVD 29 (??/??/92)   10.555  (m)           34.63   (f) ADJ UNCH    1 2
 HT1213
 HT1213.Superseded values are not recommended for survey control.
 HT1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1213.See file dsdata.txt to determine how the superseded data were derived.
 HT1213
 HT1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG823406(NAD 83)
 HT1213
 HT1213_MARKER: DB = BENCH MARK DISK
 HT1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1213_STAMPING: E 111 1932
 HT1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1213+STABILITY: SURFACE MOTION
 HT1213
 HT1213  HISTORY     - Date     Condition        Report By
 HT1213  HISTORY     - 1932     MONUMENTED       CGS
 HT1213  HISTORY     - 1967     GOOD             CGS
 HT1213
 HT1213                          STATION DESCRIPTION
 HT1213
 HT1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HT1213'0.2 MI NW FROM MOUNTAIN VIEW.
 HT1213'0.15 MILE NORTHWEST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT
 HT1213'BOULEVARD OVERPASS AT MOUNTAIN VIEW, 0.05 MILE EAST OF STATE
 HT1213'HIGHWAY 85 OVERPASS, 46 FEET NORTH OF THE NORTH EDGE OF THE NORTH
 HT1213'LANES OF THE FREEWAY, 88.7 FEET WEST OF THE NORTHWEST CORNER OF
 HT1213'BRIDGE 48-04 OVER STEVENS CREEK, 30.2 FEET SOUTHWEST OF THE
 HT1213'SOUTHWEST LEG OF A STEEL TOWER OF A POWER TRANSMISSION LINE,
 HT1213'1.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 HT1213'FREEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 HT1213'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0411 ***********************************************************************
 HT0411  DESIGNATION -  E 7
 HT0411  PID         -  HT0411
 HT0411  STATE/COUNTY-  CA/SAN MATEO
 HT0411  USGS QUAD   -  SAN MATEO (1997)
 HT0411
 HT0411                         *CURRENT SURVEY CONTROL
 HT0411  ___________________________________________________________________
 HT0411* NAD 83(1986)-  37 30 27.     (N)    122 15 36.     (W)     SCALED    
 HT0411* NAVD 88     -         8.63   (+/-2cm)      28.3    (feet)  VERTCON   
 HT0411  ___________________________________________________________________
 HT0411  GEOID HEIGHT-         -32.58  (meters)                     GEOID09
 HT0411  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0411
 HT0411.The horizontal coordinates were scaled from a topographic map and have
 HT0411.an estimated accuracy of +/- 6 seconds.
 HT0411.
 HT0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0411
 HT0411.The vertical order pertains to the NGVD 29 superseded value.
 HT0411
 HT0411.The geoid height was determined by GEOID09.
 HT0411
 HT0411;                    North         East    Units  Estimated Accuracy
 HT0411;SPC CA 3     -   613,280.    1,844,410.      MT  (+/- 180 meters Scaled)
 HT0411
 HT0411                          SUPERSEDED SURVEY CONTROL
 HT0411
 HT0411  NGVD 29 (??/??/92)    7.800  (m)           25.59   (f) ADJ UNCH    1 2
 HT0411
 HT0411.Superseded values are not recommended for survey control.
 HT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0411.See file dsdata.txt to determine how the superseded data were derived.
 HT0411
 HT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG654514(NAD 83)
 HT0411
 HT0411_MARKER: DB = BENCH MARK DISK
 HT0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0411_SP_SET: STONE COLUMN
 HT0411_STAMPING: E 7
 HT0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0411
 HT0411  HISTORY     - Date     Condition        Report By
 HT0411  HISTORY     - UNK      MONUMENTED       CGS
 HT0411  HISTORY     - 1954     GOOD             CGS
 HT0411  HISTORY     - 1967     GOOD             CGS
 HT0411  HISTORY     - 1976     GOOD             NGS
 HT0411  HISTORY     - 1984     GOOD             USPSQD
 HT0411
 HT0411                          STATION DESCRIPTION
 HT0411
 HT0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT0411'AT SAN CARLOS.
 HT0411'AT SAN CARLOS, AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION,
 HT0411'SET VERTICALLY IN THE NORTHEAST SIDE OF THE NORTHEAST ONE OF TWO
 HT0411'STONE COLUMNS SUPPORTING A PASSAGEWAY, 27.5 FEET SOUTHWEST OF
 HT0411'THE SOUTHWEST RAIL OF THE SOUTH-BOUND TRACK.  NOTE-- THE FLOOR
 HT0411'OF THE STATION HAS BEEN RAISED.  THE MARK IS ABOUT 0.3 FOOT
 HT0411'BELOW THE SURFACE OF THE NEW FLOOR LEVEL.  ACCESS IS HAD THROUGH
 HT0411'A 4-INCH OPENING WITH A CONCRETE COVER.
 HT0411
 HT0411                          STATION RECOVERY (1967)
 HT0411
 HT0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0411'RECOVERED IN GOOD CONDITION.
 HT0411
 HT0411                          STATION RECOVERY (1976)
 HT0411
 HT0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0411'AT SAN CARLOS, AT THE SOUTHERN PACIFIC RAILROAD STATION, VERTICALLY IN
 HT0411'THE NORTHEAST SIDE OF THE NORTHEAST ONE OF TWO STONE COLUMNS
 HT0411'SUPPORTING A PASSAGEWAY, 28 FT SOUTHWEST OF SOUTHWEST RAIL, NOTE THE
 HT0411'FLOOR OF THE STATION HAS BEEN RAISED THE BM IS 0.3 FT BELOW THE
 HT0411'SURFACE OF THE NEW FLOOR, ACCESS IS HAD THROUGH A 4-INCH OPENING WITH
 HT0411'A CONCRETE COVER.
 HT0411
 HT0411                          STATION RECOVERY (1984)
 HT0411
 HT0411'RECOVERY NOTE BY US POWER SQUADRON 1984
 HT0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1300 ***********************************************************************
 LU1300  DESIGNATION -  F 101
 LU1300  PID         -  LU1300
 LU1300  STATE/COUNTY-  CA/HUMBOLDT
 LU1300  USGS QUAD   -  WEOTT (1969)
 LU1300
 LU1300                         *CURRENT SURVEY CONTROL
 LU1300  ___________________________________________________________________
 LU1300* NAD 83(1986)-  40 17 08.     (N)    123 53 44.     (W)     SCALED    
 LU1300* NAVD 88     -        55.98   (+/-2cm)     183.7    (feet)  VERTCON   
 LU1300  ___________________________________________________________________
 LU1300  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1300  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1300
 LU1300.The horizontal coordinates were scaled from a topographic map and have
 LU1300.an estimated accuracy of +/- 6 seconds.
 LU1300.
 LU1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1300
 LU1300.The vertical order pertains to the NGVD 29 superseded value.
 LU1300
 LU1300.The geoid height was determined by GEOID09.
 LU1300
 LU1300;                    North         East    Units  Estimated Accuracy
 LU1300;SPC CA 1     -   607,480.    1,838,830.      MT  (+/- 180 meters Scaled)
 LU1300
 LU1300                          SUPERSEDED SURVEY CONTROL
 LU1300
 LU1300  NGVD 29 (??/??/92)   55.03   (m)          180.5    (f) COMPUTED    1 2
 LU1300
 LU1300.Superseded values are not recommended for survey control.
 LU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1300.See file dsdata.txt to determine how the superseded data were derived.
 LU1300
 LU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK238598(NAD 83)
 LU1300
 LU1300_MARKER: DB = BENCH MARK DISK
 LU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1300_STAMPING: 181.059 F 101 1931
 LU1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1300+STABILITY: SURFACE MOTION
 LU1300
 LU1300  HISTORY     - Date     Condition        Report By
 LU1300  HISTORY     - 1931     MONUMENTED       CGS
 LU1300  HISTORY     - 1935     GOOD             CGS
 LU1300  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1300
 LU1300                          STATION DESCRIPTION
 LU1300
 LU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1300'3.9 MI S FROM WEOTT.
 LU1300'3.9 MILES SOUTH ALONG REDWOOD HIGHWAY FROM WEOTT, HUMBOLDT
 LU1300'COUNTY, IN REDWOODS STATE PARK, 35 FEET NORTHWEST OF CULVERT NO.
 LU1300'C 397+10, AND 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1300'A STANDARD DISK, STAMPED 181.059 F 101 1931 AND SET IN THE TOP
 LU1300'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 LU1300
 LU1300                          STATION RECOVERY (1967)
 LU1300
 LU1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0902 ***********************************************************************
 KT0902  DESIGNATION -  F 103
 KT0902  PID         -  KT0902
 KT0902  STATE/COUNTY-  CA/MENDOCINO
 KT0902  USGS QUAD   -  LAYTONVILLE (1994)
 KT0902
 KT0902                         *CURRENT SURVEY CONTROL
 KT0902  ___________________________________________________________________
 KT0902* NAD 83(1986)-  39 42 45.     (N)    123 29 27.     (W)     SCALED    
 KT0902* NAVD 88     -       504.46   (+/-2cm)    1655.0    (feet)  VERTCON   
 KT0902  ___________________________________________________________________
 KT0902  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0902
 KT0902.The horizontal coordinates were scaled from a topographic map and have
 KT0902.an estimated accuracy of +/- 6 seconds.
 KT0902.
 KT0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0902
 KT0902.The vertical order pertains to the NGVD 29 superseded value.
 KT0902
 KT0902.The geoid height was determined by GEOID09.
 KT0902
 KT0902;                    North         East    Units  Estimated Accuracy
 KT0902;SPC CA 2     -   728,150.    1,872,170.      MT  (+/- 180 meters Scaled)
 KT0902
 KT0902                          SUPERSEDED SURVEY CONTROL
 KT0902
 KT0902  NGVD 29 (??/??/92)  503.530  (m)         1652.00   (f) ADJ UNCH    1 2
 KT0902
 KT0902.Superseded values are not recommended for survey control.
 KT0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0902.See file dsdata.txt to determine how the superseded data were derived.
 KT0902
 KT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ579959(NAD 83)
 KT0902
 KT0902_MARKER: DB = BENCH MARK DISK
 KT0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0902_STAMPING: F 103 1931 1651.863
 KT0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0902+STABILITY: SURFACE MOTION
 KT0902
 KT0902  HISTORY     - Date     Condition        Report By
 KT0902  HISTORY     - 1931     MONUMENTED       CGS
 KT0902  HISTORY     - 1967     GOOD             CGS
 KT0902
 KT0902                          STATION DESCRIPTION
 KT0902
 KT0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0902'1.8 MI N FROM LAYTONVILLE.
 KT0902'1.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0902'AT LAYTONVILLE, THENCE 0.35 MILE NORTH ALONG THE OLD HIGHWAY,
 KT0902'0.05 MILE NORTH OF A PULLOUT AREA, 43 FEET WEST OF THE CENTER
 KT0902'LINE OF THE HIGHWAY, 20 FEET SOUTH OF A 48-INCH WHITE OAK
 KT0902'TREE, 1.5 FEET EAST OF A FENCE, 1.4 FEET WEST OF A WITNESS
 KT0902'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KT0902'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1222 ***********************************************************************
 KT1222  DESIGNATION -  F 105
 KT1222  PID         -  KT1222
 KT1222  STATE/COUNTY-  CA/MENDOCINO
 KT1222  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1222
 KT1222                         *CURRENT SURVEY CONTROL
 KT1222  ___________________________________________________________________
 KT1222* NAD 83(1986)-  39 01 55.     (N)    123 08 06.     (W)     SCALED    
 KT1222* NAVD 88     -       163.04   (+/-2cm)     534.9    (feet)  VERTCON   
 KT1222  ___________________________________________________________________
 KT1222  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 KT1222  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1222
 KT1222.The horizontal coordinates were scaled from a topographic map and have
 KT1222.an estimated accuracy of +/- 6 seconds.
 KT1222.
 KT1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1222
 KT1222.The vertical order pertains to the NGVD 29 superseded value.
 KT1222
 KT1222.The geoid height was determined by GEOID09.
 KT1222
 KT1222;                    North         East    Units  Estimated Accuracy
 KT1222;SPC CA 2     -   652,170.    1,901,730.      MT  (+/- 180 meters Scaled)
 KT1222
 KT1222                          SUPERSEDED SURVEY CONTROL
 KT1222
 KT1222  NGVD 29 (??/??/92)  162.172  (m)          532.06   (f) ADJ UNCH    1 2
 KT1222
 KT1222.Superseded values are not recommended for survey control.
 KT1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1222.See file dsdata.txt to determine how the superseded data were derived.
 KT1222
 KT1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ883203(NAD 83)
 KT1222
 KT1222_MARKER: DB = BENCH MARK DISK
 KT1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1222_SP_SET: CATTLE UNDERPASS
 KT1222_STAMPING: 531.918 F 105 1932
 KT1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1222
 KT1222  HISTORY     - Date     Condition        Report By
 KT1222  HISTORY     - 1932     MONUMENTED       CGS
 KT1222  HISTORY     - 1964     GOOD             CGS
 KT1222
 KT1222                          STATION DESCRIPTION
 KT1222
 KT1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1222'4.4 MI N FROM HOPLAND.
 KT1222'4.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1222'FROM THE STATION AT HOPLAND, AT CATTLE UNDERPASS 104-B, IN THE
 KT1222'TOP OF THE NORTHWEST CONCRETE ABUTMENT, 5.1 FEET SOUTHWEST OF
 KT1222'THE SOUTHWEST RAIL OF THE TRACK, 0.8 FOOT NORTHWEST OF THE
 KT1222'SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE
 KT1222'TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1089 ***********************************************************************
 JT1089  DESIGNATION -  F 106
 JT1089  PID         -  JT1089
 JT1089  STATE/COUNTY-  CA/SONOMA
 JT1089  USGS QUAD   -  HEALDSBURG (1993)
 JT1089
 JT1089                         *CURRENT SURVEY CONTROL
 JT1089  ___________________________________________________________________
 JT1089* NAD 83(1986)-  38 36 26.     (N)    122 51 56.     (W)     SCALED    
 JT1089* NAVD 88     -        32.047  (meters)     105.14   (feet)  ADJUSTED  
 JT1089  ___________________________________________________________________
 JT1089  GEOID HEIGHT-         -31.13  (meters)                     GEOID09
 JT1089  DYNAMIC HT  -          32.028 (meters)     105.08  (feet)  COMP
 JT1089  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JT1089
 JT1089  VERT ORDER  -  FIRST     CLASS II
 JT1089
 JT1089.The horizontal coordinates were scaled from a topographic map and have
 JT1089.an estimated accuracy of +/- 6 seconds.
 JT1089.
 JT1089.The orthometric height was determined by differential leveling and
 JT1089.adjusted in June 1991.
 JT1089
 JT1089.Photographs are available for this station.
 JT1089
 JT1089.The geoid height was determined by GEOID09.
 JT1089
 JT1089.The dynamic height is computed by dividing the NAVD 88
 JT1089.geopotential number by the normal gravity value computed on the
 JT1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1089.degrees latitude (g = 980.6199 gals.).
 JT1089
 JT1089.The modeled gravity was interpolated from observed gravity values.
 JT1089
 JT1089;                    North         East    Units  Estimated Accuracy
 JT1089;SPC CA 2     -   604,770.    1,924,610.      MT  (+/- 180 meters Scaled)
 JT1089
 JT1089                          SUPERSEDED SURVEY CONTROL
 JT1089
 JT1089  NGVD 29 (12/02/92)   31.180  (m)          102.30   (f) ADJUSTED    1 2
 JT1089
 JT1089.Superseded values are not recommended for survey control.
 JT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1089.See file dsdata.txt to determine how the superseded data were derived.
 JT1089
 JT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH117731(NAD 83)
 JT1089
 JT1089_MARKER: DB = BENCH MARK DISK
 JT1089_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1089+WITH SETTING: PAVEMENT
 JT1089_SP_SET: CONCRETE FLOOR
 JT1089_STAMPING: F 106 1932 102.211
 JT1089_MARK LOGO: CGS   
 JT1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1089+STABILITY: SURFACE MOTION
 JT1089
 JT1089  HISTORY     - Date     Condition        Report By
 JT1089  HISTORY     - 1932     MONUMENTED       CGS
 JT1089  HISTORY     - 1935     GOOD             CGS
 JT1089  HISTORY     - 1975     GOOD             USGS
 JT1089  HISTORY     - 1985     GOOD             USPSQD
 JT1089  HISTORY     - 1987     GOOD             NGS
 JT1089
 JT1089                          STATION DESCRIPTION
 JT1089
 JT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1089'AT HEALDSBURG.
 JT1089'AT HEALDSBURG, SONOMA COUNTY, AT THE NORTHWESTERN PACIFIC RAILROAD
 JT1089'STATION, IN THE CONCRETE FLOOR OF THE PORCH, 1 FOOT EAST OF THE
 JT1089'SOUTH DOOR TO THE WAITING ROOM, AND 3 INCHES FROM THE BUILDING. A
 JT1089'STANDARD DISK, STAMPED 102.211 F 106 1932.
 JT1089
 JT1089                          STATION RECOVERY (1975)
 JT1089
 JT1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1089'AT HEALDSBURG, AT THE NORTHWESTERN PACIFIC RAILROAD STATION, IN THE
 JT1089'COCRETE FLOOR OF THE PORCH, 24 FEET NORTH OF THE NORTH RAIL OF THE
 JT1089'TRACK, 1.7 FEET EAST OF THE SOUTH ENTRANCE DOOR TO WAITING ROOM, 0.7
 JT1089'FOOT SOUTH OF THE BUILDING, AND ABOUT LEVEL WITH THE TRACK. 34.1 FEET
 JT1089'EAST OF BENCH MARK 122 (CGS).
 JT1089
 JT1089                          STATION RECOVERY (1985)
 JT1089
 JT1089'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1089'MARK HAS BEEN PAINTED WHITE RAILROAD STATION NO LONGER IN USE --ALL
 JT1089'BOARDED UP. MARK HAS BEEN PAINTED WHITE RAILROAD STATION NO LONGER IN
 JT1089'USE---ALL BOARDED UP.
 JT1089
 JT1089                          STATION RECOVERY (1987)
 JT1089
 JT1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0748 ***********************************************************************
 JT0748  DESIGNATION -  F 107
 JT0748  PID         -  JT0748
 JT0748  STATE/COUNTY-  CA/SONOMA
 JT0748  USGS QUAD   -  COTATI (1980)
 JT0748
 JT0748                         *CURRENT SURVEY CONTROL
 JT0748  ___________________________________________________________________
 JT0748* NAD 83(1986)-  38 17 51.     (N)    122 40 11.     (W)     SCALED    
 JT0748* NAVD 88     -        21.52   (+/-2cm)      70.6    (feet)  VERTCON   
 JT0748  ___________________________________________________________________
 JT0748  GEOID HEIGHT-         -31.64  (meters)                     GEOID09
 JT0748  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0748
 JT0748.The horizontal coordinates were scaled from a topographic map and have
 JT0748.an estimated accuracy of +/- 6 seconds.
 JT0748.
 JT0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0748
 JT0748.The vertical order pertains to the NGVD 29 superseded value.
 JT0748
 JT0748.The geoid height was determined by GEOID09.
 JT0748
 JT0748;                    North         East    Units  Estimated Accuracy
 JT0748;SPC CA 2     -   570,240.    1,941,420.      MT  (+/- 180 meters Scaled)
 JT0748
 JT0748                          SUPERSEDED SURVEY CONTROL
 JT0748
 JT0748  NGVD 29 (??/??/92)   20.693  (m)           67.89   (f) ADJ UNCH    1 2
 JT0748
 JT0748.Superseded values are not recommended for survey control.
 JT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0748.See file dsdata.txt to determine how the superseded data were derived.
 JT0748
 JT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH288388(NAD 83)
 JT0748
 JT0748_MARKER: DD = SURVEY DISK
 JT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0748_STAMPING: F 107 1932
 JT0748_MARK LOGO: CADH  
 JT0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0748+STABILITY: SURFACE MOTION
 JT0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0748+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JT0748
 JT0748  HISTORY     - Date     Condition        Report By
 JT0748  HISTORY     - 1932     MONUMENTED       CADH
 JT0748  HISTORY     - 1959     GOOD             CGS
 JT0748  HISTORY     - 19990615 GOOD             INDIV
 JT0748
 JT0748                          STATION DESCRIPTION
 JT0748
 JT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0748'4.8 MI N FROM PETALUMA.
 JT0748'4.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0748'STATION AT PETALUMA, ABOUT 500 FEET WEST OF THE STATION AT
 JT0748'PENNGROVE, ON THE WEST SIDE OF THE COTATI-PENNGROVE ROAD
 JT0748'(FORMERLY U.S. HIGHWAY 101), 72.5 FEET NORTHWEST OF CULVERT C
 JT0748'551-95, 48.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 JT0748'COTATI-PENNGROVE ROAD, 60 FEET SOUTH OF THE EXTENSION OF THE
 JT0748'CENTERLINE OF RONSHEIMER ROAD, AND 1.7 FEET NORTHEAST OF A FENCE
 JT0748'LINE.  THE CONCRETE POST PROJECTS 3 INCHES ABOVE GROUND.
 JT0748
 JT0748                          STATION RECOVERY (1999)
 JT0748
 JT0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0748'I LEVELED THROUGH THIS MARK NAVD88 METRIC = 21.459
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0763 ***********************************************************************
 HT0763  DESIGNATION -  F 109
 HT0763  PID         -  HT0763
 HT0763  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0763  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0763
 HT0763                         *CURRENT SURVEY CONTROL
 HT0763  ___________________________________________________________________
 HT0763* NAD 83(1986)-  37 46 59.     (N)    122 24 26.     (W)     SCALED    
 HT0763* NAVD 88     -         9.79   (+/-2cm)      32.1    (feet)  VERTCON   
 HT0763  ___________________________________________________________________
 HT0763  GEOID HEIGHT-         -32.50  (meters)                     GEOID09
 HT0763  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0763
 HT0763.The horizontal coordinates were scaled from a topographic map and have
 HT0763.an estimated accuracy of +/- 6 seconds.
 HT0763.
 HT0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0763
 HT0763.The vertical order pertains to the NGVD 29 superseded value.
 HT0763
 HT0763.The geoid height was determined by GEOID09.
 HT0763
 HT0763;                    North         East    Units  Estimated Accuracy
 HT0763;SPC CA 3     -   644,110.    1,832,020.      MT  (+/- 180 meters Scaled)
 HT0763
 HT0763                          SUPERSEDED SURVEY CONTROL
 HT0763
 HT0763  NGVD 29 (??/??/92)    8.954  (m)           29.38   (f) ADJ UNCH    1 1
 HT0763
 HT0763.Superseded values are not recommended for survey control.
 HT0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0763.See file dsdata.txt to determine how the superseded data were derived.
 HT0763
 HT0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG521819(NAD 83)
 HT0763
 HT0763_MARKER: DB = BENCH MARK DISK
 HT0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0763_SP_SET: STEP
 HT0763_STAMPING: F 109 1932
 HT0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0763+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2010
 HT0763
 HT0763  HISTORY     - Date     Condition        Report By
 HT0763  HISTORY     - 1932     MONUMENTED       CGS
 HT0763  HISTORY     - 1952     GOOD             CGS
 HT0763  HISTORY     - 1969     GOOD             CGS
 HT0763  HISTORY     - 1987     GOOD             USPSQD
 HT0763  HISTORY     - 20101216 GOOD             NGS
 HT0763
 HT0763                          STATION DESCRIPTION
 HT0763
 HT0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0763'AT SAN FRANCISCO.
 HT0763'AT SAN FRANCISCO, AT THE WEST CORNER OF MISSION AND 5TH STREETS,
 HT0763'AT THE U.S. MINT BUILDING, IN THE TOP OF THE SOUTHWEST END OF
 HT0763'THE 2ND GRANITE STEP AT THE SOUTHEAST SIDE OF THE MAIN ENTRANCE,
 HT0763'100.0 FEET NORTHWEST OF THE NORTHWEST CURB OF MISSION STREET,
 HT0763'24.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 5TH STREET, 0.8
 HT0763'FOOT NORTHEAST OF THE NORTHEAST SIDE OF THE BUILDING, AND ABOUT
 HT0763'1 1/2 FOOT HIGHER THAN THE SIDEWALK.
 HT0763
 HT0763                          STATION RECOVERY (1969)
 HT0763
 HT0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0763'RECOVERED IN GOOD CONDITION.
 HT0763
 HT0763                          STATION RECOVERY (1987)
 HT0763
 HT0763'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0763'RECOVERED IN GOOD CONDITION.
 HT0763
 HT0763                          STATION RECOVERY (2010)
 HT0763
 HT0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 HT0763'BUILDING IS NOW KNOWN AS THE OLD MINT.  IT IS AT 88 FIFTH ST.  IT IS
 HT0763'OWNED BY CITY OF SF AND IS UNDER RENOVATION TO BE A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0422 ***********************************************************************
 HT0422  DESIGNATION -  F 110
 HT0422  PID         -  HT0422
 HT0422  STATE/COUNTY-  CA/SAN MATEO
 HT0422  USGS QUAD   -  SAN MATEO (1997)
 HT0422
 HT0422                         *CURRENT SURVEY CONTROL
 HT0422  ___________________________________________________________________
 HT0422* NAD 83(1986)-  37 30 50.     (N)    122 16 00.     (W)     SCALED    
 HT0422* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 HT0422  ___________________________________________________________________
 HT0422  GEOID HEIGHT-         -32.58  (meters)                     GEOID09
 HT0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0422
 HT0422.The horizontal coordinates were scaled from a topographic map and have
 HT0422.an estimated accuracy of +/- 6 seconds.
 HT0422.
 HT0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0422
 HT0422.The vertical order pertains to the NGVD 29 superseded value.
 HT0422
 HT0422.The geoid height was determined by GEOID09.
 HT0422
 HT0422;                    North         East    Units  Estimated Accuracy
 HT0422;SPC CA 3     -   614,000.    1,843,830.      MT  (+/- 180 meters Scaled)
 HT0422
 HT0422                          SUPERSEDED SURVEY CONTROL
 HT0422
 HT0422  NGVD 29 (??/??/92)    6.780  (m)           22.24   (f) ADJ UNCH    1 2
 HT0422
 HT0422.Superseded values are not recommended for survey control.
 HT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0422.See file dsdata.txt to determine how the superseded data were derived.
 HT0422
 HT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG648521(NAD 83)
 HT0422
 HT0422_MARKER: DB = BENCH MARK DISK
 HT0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0422+STABILITY: SURFACE MOTION
 HT0422
 HT0422  HISTORY     - Date     Condition        Report By
 HT0422  HISTORY     - UNK      MONUMENTED       CGS
 HT0422  HISTORY     - 1948     MARK NOT FOUND   CGS
 HT0422  HISTORY     - 1956     MARK NOT FOUND   CGS
 HT0422
 HT0422                          STATION DESCRIPTION
 HT0422
 HT0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HT0422'0.7 MI NW FROM SAN CARLOS.
 HT0422'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HT0422'THE STATION AT SAN CARLOS, ABOUT 0.7 MILE SOUTHEAST OF BELMONT,
 HT0422'OPPOSITE THE SIDE ROAD NORTH OF THE SAN FRANCISCO PUMPING PLANT,
 HT0422'90 FEET NORTHWEST OF THE TRACK, AND AT THE EAST-AND-WEST FENCE
 HT0422'LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HT0422
 HT0422                          STATION RECOVERY (1956)
 HT0422
 HT0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HT0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1297 ***********************************************************************
 LU1297  DESIGNATION -  FF 101 CAHD
 LU1297  PID         -  LU1297
 LU1297  STATE/COUNTY-  CA/HUMBOLDT
 LU1297  USGS QUAD   -  WEOTT (1969)
 LU1297
 LU1297                         *CURRENT SURVEY CONTROL
 LU1297  ___________________________________________________________________
 LU1297* NAD 83(1986)-  40 16 23.     (N)    123 52 50.     (W)     SCALED    
 LU1297* NAVD 88     -        62.51   (+/-2cm)     205.1    (feet)  VERTCON   
 LU1297  ___________________________________________________________________
 LU1297  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1297  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1297
 LU1297.The horizontal coordinates were scaled from a topographic map and have
 LU1297.an estimated accuracy of +/- 6 seconds.
 LU1297.
 LU1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1297
 LU1297.The vertical order pertains to the NGVD 29 superseded value.
 LU1297
 LU1297.The geoid height was determined by GEOID09.
 LU1297
 LU1297;                    North         East    Units  Estimated Accuracy
 LU1297;SPC CA 1     -   606,060.    1,840,080.      MT  (+/- 180 meters Scaled)
 LU1297
 LU1297                          SUPERSEDED SURVEY CONTROL
 LU1297
 LU1297  NGVD 29 (??/??/92)   61.562  (m)          201.97   (f) ADJ UNCH    1 2
 LU1297
 LU1297.Superseded values are not recommended for survey control.
 LU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1297.See file dsdata.txt to determine how the superseded data were derived.
 LU1297
 LU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK251584(NAD 83)
 LU1297
 LU1297_MARKER: DD = SURVEY DISK
 LU1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1297_STAMPING: G 101 1931
 LU1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1297+STABILITY: SURFACE MOTION
 LU1297
 LU1297  HISTORY     - Date     Condition        Report By
 LU1297  HISTORY     - 1931     MONUMENTED       CADH
 LU1297  HISTORY     - 1935     GOOD             CGS
 LU1297  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1297
 LU1297                          STATION DESCRIPTION
 LU1297
 LU1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1297'6.4 MI NW FROM MIRANDA.
 LU1297'6.4 MILES NORTHWEST ALONG REDWOOD HIGHWAY FROM MIRANDA, HUMBOLDT
 LU1297'COUNTY, AT MYERS FLAT, 500 FEET NORTH OF THE GENERAL STORE, 50
 LU1297'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6
 LU1297'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A CALIFORNIA DIVISION OF
 LU1297'HIGHWAYS STANDARD DISK, STAMPED FF 101 1931 AND SET IN THE TOP
 LU1297'OF A CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
 LU1297
 LU1297                          STATION RECOVERY (1967)
 LU1297
 LU1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0247 ***********************************************************************
 LV0247  DESIGNATION -  G 100
 LV0247  PID         -  LV0247
 LV0247  STATE/COUNTY-  CA/HUMBOLDT
 LV0247  USGS QUAD   -  FIELDS LANDING (1972)
 LV0247
 LV0247                         *CURRENT SURVEY CONTROL
 LV0247  ___________________________________________________________________
 LV0247* NAD 83(1986)-  40 38 12.     (N)    124 13 23.     (W)     SCALED    
 LV0247* NAVD 88     -         7.50   (+/-2cm)      24.6    (feet)  VERTCON   
 LV0247  ___________________________________________________________________
 LV0247  GEOID HEIGHT-         -31.14  (meters)                     GEOID09
 LV0247  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0247
 LV0247.The horizontal coordinates were scaled from a topographic map and have
 LV0247.an estimated accuracy of +/- 6 seconds.
 LV0247.
 LV0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0247
 LV0247.The vertical order pertains to the NGVD 29 superseded value.
 LV0247
 LV0247.The geoid height was determined by GEOID09.
 LV0247
 LV0247;                    North         East    Units  Estimated Accuracy
 LV0247;SPC CA 1     -   647,100.    1,811,980.      MT  (+/- 180 meters Scaled)
 LV0247
 LV0247                          SUPERSEDED SURVEY CONTROL
 LV0247
 LV0247  NGVD 29 (??/??/??)    6.511  (m)           21.36   (f) ADJUSTED    1 2
 LV0247
 LV0247.Superseded values are not recommended for survey control.
 LV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0247.See file dsdata.txt to determine how the superseded data were derived.
 LV0247
 LV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK965991(NAD 83)
 LV0247
 LV0247_MARKER: DD = SURVEY DISK
 LV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0247_STAMPING: G 100 1931
 LV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0247+STABILITY: SURFACE MOTION
 LV0247
 LV0247  HISTORY     - Date     Condition        Report By
 LV0247  HISTORY     - 1931     MONUMENTED       CADH
 LV0247  HISTORY     - 1935     GOOD             CGS
 LV0247  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0247  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0247
 LV0247                          STATION DESCRIPTION
 LV0247
 LV0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0247'AT LOLETA.
 LV0247'AT THE SOUTH EDGE OF LOLETA, HUMBOLDT COUNTY, 200 FEET EAST OF A
 LV0247'HIGHWAY UNDERPASS ON THE NORTHWESTERN PACIFIC RAILROAD, 50 FEET
 LV0247'NORTHEAST OF THE EAST STATION POST OF HIGHWAY CULVERT NO. 212+26,
 LV0247'16 FEET NORTHWEST OF THE CENTERLINE OF AN OLD ABANDONED ROAD,
 LV0247'AND AT A FENCE LINE.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 LV0247'DISK, STAMPED G 100 1931 AND SET IN THE TOP OF A CONCRETE POST.
 LV0247
 LV0247                          STATION RECOVERY (1967)
 LV0247
 LV0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0247'MARK NOT FOUND.
 LV0247
 LV0247                          STATION RECOVERY (1988)
 LV0247
 LV0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1296 ***********************************************************************
 LU1296  DESIGNATION -  G 101
 LU1296  PID         -  LU1296
 LU1296  STATE/COUNTY-  CA/HUMBOLDT
 LU1296  USGS QUAD   -  MYERS FLAT (1969)
 LU1296
 LU1296                         *CURRENT SURVEY CONTROL
 LU1296  ___________________________________________________________________
 LU1296* NAD 83(1986)-  40 16 04.     (N)    123 52 25.     (W)     SCALED    
 LU1296* NAVD 88     -        60.17   (+/-2cm)     197.4    (feet)  VERTCON   
 LU1296  ___________________________________________________________________
 LU1296  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1296  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1296
 LU1296.The horizontal coordinates were scaled from a topographic map and have
 LU1296.an estimated accuracy of +/- 6 seconds.
 LU1296.
 LU1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1296
 LU1296.The vertical order pertains to the NGVD 29 superseded value.
 LU1296
 LU1296.The geoid height was determined by GEOID09.
 LU1296
 LU1296;                    North         East    Units  Estimated Accuracy
 LU1296;SPC CA 1     -   605,460.    1,840,650.      MT  (+/- 180 meters Scaled)
 LU1296
 LU1296                          SUPERSEDED SURVEY CONTROL
 LU1296
 LU1296  NGVD 29 (??/??/92)   59.23   (m)          194.3    (f) COMPUTED    1 2
 LU1296
 LU1296.Superseded values are not recommended for survey control.
 LU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1296.See file dsdata.txt to determine how the superseded data were derived.
 LU1296
 LU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK257578(NAD 83)
 LU1296
 LU1296_MARKER: DB = BENCH MARK DISK
 LU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1296_STAMPING: G 101 1931
 LU1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1296+STABILITY: SURFACE MOTION
 LU1296
 LU1296  HISTORY     - Date     Condition        Report By
 LU1296  HISTORY     - 1931     MONUMENTED       CGS
 LU1296  HISTORY     - 1935     GOOD             CGS
 LU1296  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1296
 LU1296                          STATION DESCRIPTION
 LU1296
 LU1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1296'5.9 MI NW FROM MIRANDA.
 LU1296'5.9 MILES NORTHWEST ALONG REDWOOD HIGHWAY FROM MIRANDA, HUMBOLDT
 LU1296'COUNTY, 0.3 MILE SOUTH OF THE GENERAL STORE AT MYERS FLAT, 36
 LU1296'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 27 FEET
 LU1296'SOUTH OF CULVERT NO. C 281+37.  A STANDARD DISK, STAMPED G 101
 LU1296'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES
 LU1296'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN MAY 1935 THAT THIS
 LU1296'BENCH MARK HAS BEEN DISTURBED-- THE POST WAS HIT AND TILTED OVER
 LU1296'BY A LARGE FALLING TREE.
 LU1296
 LU1296                          STATION RECOVERY (1967)
 LU1296
 LU1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1112 ***********************************************************************
 KT1112  DESIGNATION -  G 104
 KT1112  PID         -  KT1112
 KT1112  STATE/COUNTY-  CA/MENDOCINO
 KT1112  USGS QUAD   -  WILLITS (1991)
 KT1112
 KT1112                         *CURRENT SURVEY CONTROL
 KT1112  ___________________________________________________________________
 KT1112* NAD 83(1986)-  39 24 44.     (N)    123 21 14.     (W)     SCALED    
 KT1112* NAVD 88     -       421.04   (+/-2cm)    1381.4    (feet)  VERTCON   
 KT1112  ___________________________________________________________________
 KT1112  GEOID HEIGHT-         -29.70  (meters)                     GEOID09
 KT1112  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1112
 KT1112.The horizontal coordinates were scaled from a topographic map and have
 KT1112.an estimated accuracy of +/- 6 seconds.
 KT1112.
 KT1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1112
 KT1112.The vertical order pertains to the NGVD 29 superseded value.
 KT1112
 KT1112.The geoid height was determined by GEOID09.
 KT1112
 KT1112;                    North         East    Units  Estimated Accuracy
 KT1112;SPC CA 2     -   694,640.    1,883,410.      MT  (+/- 180 meters Scaled)
 KT1112
 KT1112                          SUPERSEDED SURVEY CONTROL
 KT1112
 KT1112  NGVD 29 (??/??/92)  420.12   (m)         1378.3    (f) COMPUTED    1 2
 KT1112
 KT1112.Superseded values are not recommended for survey control.
 KT1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1112.See file dsdata.txt to determine how the superseded data were derived.
 KT1112
 KT1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ695625(NAD 83)
 KT1112
 KT1112_MARKER: DB = BENCH MARK DISK
 KT1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1112_SP_SET: PILLAR
 KT1112_STAMPING: 1378.281 G 104 1931
 KT1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1112+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 KT1112
 KT1112  HISTORY     - Date     Condition        Report By
 KT1112  HISTORY     - 1931     MONUMENTED       CGS
 KT1112  HISTORY     - 1965     GOOD             CGS
 KT1112  HISTORY     - 20071001 GOOD             CONDOR
 KT1112
 KT1112                          STATION DESCRIPTION
 KT1112
 KT1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1112'AT WILLITS.
 KT1112'AT WILLITS, AT THE SOUTHEAST CORNER OF MAIN AND COMMERCIAL
 KT1112'STREETS, AT THE BANK OF WILLITS BUILDING, SET VERTICALLY IN THE
 KT1112'CONCRETE PILLAR ON THE EAST SIDE OF THE DOORWAY AND IN THE NORTH
 KT1112'CONCRETE WALL, 22.4 FEET EAST OF THE EAST CURB OF MAIN STREET,
 KT1112'11.9 FEET SOUTH OF THE SOUTH CURB OF COMMERCIAL STREET, AND
 KT1112'3.6 FEET ABOVE THE SIDEWALK.
 KT1112
 KT1112                          STATION RECOVERY (2007)
 KT1112
 KT1112'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2007 (DLS)
 KT1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1224 ***********************************************************************
 KT1224  DESIGNATION -  G 105
 KT1224  PID         -  KT1224
 KT1224  STATE/COUNTY-  CA/MENDOCINO
 KT1224  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1224
 KT1224                         *CURRENT SURVEY CONTROL
 KT1224  ___________________________________________________________________
 KT1224* NAD 83(1986)-  39 01 23.     (N)    123 07 49.     (W)     SCALED    
 KT1224* NAVD 88     -       159.96   (+/-2cm)     524.8    (feet)  VERTCON   
 KT1224  ___________________________________________________________________
 KT1224  GEOID HEIGHT-         -30.13  (meters)                     GEOID09
 KT1224  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1224
 KT1224.The horizontal coordinates were scaled from a topographic map and have
 KT1224.an estimated accuracy of +/- 6 seconds.
 KT1224.
 KT1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1224
 KT1224.The vertical order pertains to the NGVD 29 superseded value.
 KT1224
 KT1224.The geoid height was determined by GEOID09.
 KT1224
 KT1224;                    North         East    Units  Estimated Accuracy
 KT1224;SPC CA 2     -   651,180.    1,902,130.      MT  (+/- 180 meters Scaled)
 KT1224
 KT1224                          SUPERSEDED SURVEY CONTROL
 KT1224
 KT1224  NGVD 29 (??/??/92)  159.097  (m)          521.97   (f) ADJ UNCH    1 2
 KT1224
 KT1224.Superseded values are not recommended for survey control.
 KT1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1224.See file dsdata.txt to determine how the superseded data were derived.
 KT1224
 KT1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ887193(NAD 83)
 KT1224
 KT1224_MARKER: DD = SURVEY DISK
 KT1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1224_STAMPING: G 105 1932
 KT1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1224+STABILITY: SURFACE MOTION
 KT1224
 KT1224  HISTORY     - Date     Condition        Report By
 KT1224  HISTORY     - 1932     MONUMENTED       CADH
 KT1224  HISTORY     - 1970     GOOD             NGS
 KT1224
 KT1224                          STATION DESCRIPTION
 KT1224
 KT1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KT1224'3.8 MI N FROM HOPLAND.
 KT1224'3.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1224'STATION AT HOPLAND, AT LARGO, 36 FEET SOUTHWEST OF THE MAIN TRACK,
 KT1224'AND 6 FEET NORTH OF A 6-FOOT OAK TREE, SET IN THE TOP OF A
 KT1224'CONCRETE POST AND ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0757 ***********************************************************************
 JT0757  DESIGNATION -  G 107
 JT0757  PID         -  JT0757
 JT0757  STATE/COUNTY-  CA/SONOMA
 JT0757  USGS QUAD   -  COTATI (1980)
 JT0757
 JT0757                         *CURRENT SURVEY CONTROL
 JT0757  ___________________________________________________________________
 JT0757* NAD 83(1986)-  38 15 47.     (N)    122 39 03.     (W)     SCALED    
 JT0757* NAVD 88     -        10.18   (+/-2cm)      33.4    (feet)  VERTCON   
 JT0757  ___________________________________________________________________
 JT0757  GEOID HEIGHT-         -31.69  (meters)                     GEOID09
 JT0757  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0757
 JT0757.The horizontal coordinates were scaled from a topographic map and have
 JT0757.an estimated accuracy of +/- 6 seconds.
 JT0757.
 JT0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0757
 JT0757.The vertical order pertains to the NGVD 29 superseded value.
 JT0757
 JT0757.The geoid height was determined by GEOID09.
 JT0757
 JT0757;                    North         East    Units  Estimated Accuracy
 JT0757;SPC CA 2     -   566,410.    1,943,040.      MT  (+/- 180 meters Scaled)
 JT0757
 JT0757                          SUPERSEDED SURVEY CONTROL
 JT0757
 JT0757  NGVD 29 (??/??/92)    9.355  (m)           30.69   (f) ADJ UNCH    1 2
 JT0757
 JT0757.Superseded values are not recommended for survey control.
 JT0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0757.See file dsdata.txt to determine how the superseded data were derived.
 JT0757
 JT0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH305350(NAD 83)
 JT0757
 JT0757_MARKER: DB = BENCH MARK DISK
 JT0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0757_STAMPING: 30.653 G 107 1932
 JT0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0757+STABILITY: SURFACE MOTION
 JT0757
 JT0757  HISTORY     - Date     Condition        Report By
 JT0757  HISTORY     - 1932     MONUMENTED       CGS
 JT0757  HISTORY     - 1951     GOOD             CGS
 JT0757  HISTORY     - 1959     GOOD             CGS
 JT0757  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0757  HISTORY     - 19990728 MARK NOT FOUND   INDIV
 JT0757
 JT0757                          STATION DESCRIPTION
 JT0757
 JT0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0757'2 MI N FROM PETALUMA.
 JT0757'ABOUT 2.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0757'FROM THE STATION AT PETALUMA, 0.2 MILE NORTHWEST OF THE HANGAR AT
 JT0757'THE PETALUMA AIRPORT, 65 YARDS SOUTHEAST OF THE MAIN ENTRANCE TO
 JT0757'THE AIRPORT, AT THE CROSSING OF MC DOWELL ROAD, 31.0 FEET
 JT0757'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13.4 FEET NORTHEAST
 JT0757'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 1.6 FEET NORTHEAST OF
 JT0757'A FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT
 JT0757'HIGHER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 JT0757'PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- PETALUMA AIRPORT NO
 JT0757'LONGER EXISTS AT THIS LOCATION.  THE HANGAR AND OTHER BUILDINGS
 JT0757'HAVE BEEN REMOVED AND THE FIELD IS NOW USED AS A PASTURE.
 JT0757
 JT0757                          STATION RECOVERY (1959)
 JT0757
 JT0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0757'RECOVERED IN GOOD CONDITION.
 JT0757
 JT0757                          STATION RECOVERY (1985)
 JT0757
 JT0757'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0757'MARK NOT FOUND.
 JT0757
 JT0757                          STATION RECOVERY (1999)
 JT0757
 JT0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1778 ***********************************************************************
 HT1778  DESIGNATION -  G 108
 HT1778  PID         -  HT1778
 HT1778  STATE/COUNTY-  CA/MARIN
 HT1778  USGS QUAD   -  SAN RAFAEL (1995)
 HT1778
 HT1778                         *CURRENT SURVEY CONTROL
 HT1778  ___________________________________________________________________
 HT1778* NAD 83(1986)-  37 56 12.     (N)    122 32 03.     (W)     SCALED    
 HT1778* NAVD 88     -         5.354  (meters)      17.57   (feet)  ADJUSTED  
 HT1778  ___________________________________________________________________
 HT1778  GEOID HEIGHT-         -32.26  (meters)                     GEOID09
 HT1778  DYNAMIC HT  -           5.350 (meters)      17.55  (feet)  COMP
 HT1778  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HT1778
 HT1778  VERT ORDER  -  FIRST     CLASS II
 HT1778
 HT1778.The horizontal coordinates were scaled from a topographic map and have
 HT1778.an estimated accuracy of +/- 6 seconds.
 HT1778.
 HT1778.The orthometric height was determined by differential leveling and
 HT1778.adjusted in June 1991.
 HT1778
 HT1778.The geoid height was determined by GEOID09.
 HT1778
 HT1778.The dynamic height is computed by dividing the NAVD 88
 HT1778.geopotential number by the normal gravity value computed on the
 HT1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1778.degrees latitude (g = 980.6199 gals.).
 HT1778
 HT1778.The modeled gravity was interpolated from observed gravity values.
 HT1778
 HT1778;                    North         East    Units  Estimated Accuracy
 HT1778;SPC CA 3     -   661,390.    1,821,210.      MT  (+/- 180 meters Scaled)
 HT1778
 HT1778                          SUPERSEDED SURVEY CONTROL
 HT1778
 HT1778  NGVD 29 (10/21/93)    4.534  (m)           14.88   (f) ADJUSTED    1 2
 HT1778
 HT1778.Superseded values are not recommended for survey control.
 HT1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1778.See file dsdata.txt to determine how the superseded data were derived.
 HT1778
 HT1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG409988(NAD 83)
 HT1778
 HT1778_MARKER: DB = BENCH MARK DISK
 HT1778_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT1778_SP_SET: CURB
 HT1778_STAMPING: G 108 1932 15.020
 HT1778_MARK LOGO: CGS   
 HT1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1778+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 HT1778
 HT1778  HISTORY     - Date     Condition        Report By
 HT1778  HISTORY     - 1932     MONUMENTED       CGS
 HT1778  HISTORY     - 1956     GOOD             CGS
 HT1778  HISTORY     - 1964     GOOD             CGS
 HT1778  HISTORY     - 19880907 GOOD             NGS
 HT1778
 HT1778                          STATION DESCRIPTION
 HT1778
 HT1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1778'AT LARKSPUR.
 HT1778'AT LARKSPUR, AT THE ABANDONED NORTHWESTERN PACIFIC RAILROAD
 HT1778'STATION (NOW LEASED BY THE SAN FRANCISCO GLASS COMPANY), IN THE
 HT1778'TOP OF THE CONCRETE PLATFORM OF THE STATION, 4 1/2 RAILS SOUTHEAST
 HT1778'OF THE CROSSING OF A GRAVEL ROAD LEADING TO THE CITY DUMP, 17.8
 HT1778'FEET NORTH OF THE EAST CORNER OF THE BUILDING, 3.2 FEET SOUTHWEST
 HT1778'OF THE SOUTHWEST RAIL OF THE TRACKS, AND ABOUT 1 FOOT HIGHER
 HT1778'THAN THE TRACKS.
 HT1778
 HT1778                          STATION RECOVERY (1964)
 HT1778
 HT1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1778'RECOVERED IN GOOD CONDITION.
 HT1778
 HT1778                          STATION RECOVERY (1988)
 HT1778
 HT1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1778'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LARKSPUR,
 HT1778'AT 552 MAGNOLIA AVENUE, IN THE CONCRETE CURB OF THE LOADING PLATFORM
 HT1778'OF THE ABANDONED NORTHERN PACIFIC RAILROAD STATION, 5.4 M (17.7 FT)
 HT1778'NORTH OF THE EAST CORNER OF THE BUILDING, 3.5 M (11.5 FT) SOUTHEAST OF
 HT1778'THE EXTENDED CENTER OF THE ENTRANCE, AND 0.3 M (1.0 FT) ABOVE THE
 HT1778'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0409 ***********************************************************************
 HT0409  DESIGNATION -  G 110
 HT0409  PID         -  HT0409
 HT0409  STATE/COUNTY-  CA/SAN MATEO
 HT0409  USGS QUAD   -  SAN MATEO (1997)
 HT0409
 HT0409                         *CURRENT SURVEY CONTROL
 HT0409  ___________________________________________________________________
 HT0409* NAD 83(1986)-  37 30 03.     (N)    122 15 08.     (W)     SCALED    
 HT0409* NAVD 88     -         5.90   (+/-2cm)      19.4    (feet)  VERTCON   
 HT0409  ___________________________________________________________________
 HT0409  GEOID HEIGHT-         -32.58  (meters)                     GEOID09
 HT0409  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0409
 HT0409.The horizontal coordinates were scaled from a topographic map and have
 HT0409.an estimated accuracy of +/- 6 seconds.
 HT0409.
 HT0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0409
 HT0409.The vertical order pertains to the NGVD 29 superseded value.
 HT0409
 HT0409.The geoid height was determined by GEOID09.
 HT0409
 HT0409;                    North         East    Units  Estimated Accuracy
 HT0409;SPC CA 3     -   612,520.    1,845,080.      MT  (+/- 180 meters Scaled)
 HT0409
 HT0409                          SUPERSEDED SURVEY CONTROL
 HT0409
 HT0409  NGVD 29 (??/??/92)    5.073  (m)           16.64   (f) ADJ UNCH    1 2
 HT0409
 HT0409.Superseded values are not recommended for survey control.
 HT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0409.See file dsdata.txt to determine how the superseded data were derived.
 HT0409
 HT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG660506(NAD 83)
 HT0409
 HT0409_MARKER: DB = BENCH MARK DISK
 HT0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0409_SP_SET: CULVERT
 HT0409_STAMPING: G 110 1932
 HT0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0409
 HT0409  HISTORY     - Date     Condition        Report By
 HT0409  HISTORY     - 1932     MONUMENTED       CGS
 HT0409  HISTORY     - 1960     GOOD             CGS
 HT0409  HISTORY     - 1967     GOOD             CGS
 HT0409  HISTORY     - 1976     GOOD             NGS
 HT0409
 HT0409                          STATION DESCRIPTION
 HT0409
 HT0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HT0409'AT SAN CARLOS.
 HT0409'AT SAN CARLOS, 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 HT0409'COMPANY RAILROAD TRACK FROM THE STATION, AT THE ABANDONED
 HT0409'CROSSING OF BRITTAN AVENUE, AT A 2X10-FOOT CONCRETE BOX CULVERT
 HT0409'UNDER THE AVENUE, IN THE TOP OF THE NORTHEAST END OF THE
 HT0409'SOUTHEAST CONCRETE HEADWALL, 4 TELEPHONE POLES NORTHWEST OF AND
 HT0409'ACROSS THE TRACK FROM MILEPOST 24, 52.7 FEET SOUTHWEST OF THE
 HT0409'SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK, 35.5 FEET NORTHEAST
 HT0409'OF THE NORTHEAST EDGE OF EL CAMINO REAL, 14-1/2 FEET SOUTHEAST OF
 HT0409'THE CENTERLINE OF THE AVENUE, AND ABOUT 1/2 FOOT LOWER THAN THE
 HT0409'AVENUE.
 HT0409
 HT0409                          STATION RECOVERY (1967)
 HT0409
 HT0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0409'RECOVERED IN GOOD CONDITION.
 HT0409
 HT0409                          STATION RECOVERY (1976)
 HT0409
 HT0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0409'AT SAN CARLOS, 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 HT0409'FROM THE STATION, AT THE ABANDONED CROSSING OF BRITTAN AVENUE, IN TOP
 HT0409'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 2X10 FOOT
 HT0409'BOX CULVERT UNDER ABANDONED CROSSING, 53 FT SOUTHWEST OF THE
 HT0409'SOUTHWEST RAIL, 35.5 FT NORTHEAST OF NORTHEAST CURB LINE OF EL CAMINO
 HT0409'REAL, 14.5 FT SOUTHEAST OF THE CENTER LINE OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1291 ***********************************************************************
 LU1291  DESIGNATION -  H 101
 LU1291  PID         -  LU1291
 LU1291  STATE/COUNTY-  CA/HUMBOLDT
 LU1291  USGS QUAD   -  MYERS FLAT (1969)
 LU1291
 LU1291                         *CURRENT SURVEY CONTROL
 LU1291  ___________________________________________________________________
 LU1291* NAD 83(1986)-  40 16 29.     (N)    123 51 02.     (W)     SCALED    
 LU1291* NAVD 88     -        69.904  (meters)     229.34   (feet)  ADJUSTED  
 LU1291  ___________________________________________________________________
 LU1291  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1291  DYNAMIC HT  -          69.867 (meters)     229.22  (feet)  COMP
 LU1291  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 LU1291
 LU1291  VERT ORDER  -  FIRST     CLASS II
 LU1291
 LU1291.The horizontal coordinates were scaled from a topographic map and have
 LU1291.an estimated accuracy of +/- 6 seconds.
 LU1291.
 LU1291.The orthometric height was determined by differential leveling and
 LU1291.adjusted in December 1992.
 LU1291
 LU1291.The geoid height was determined by GEOID09.
 LU1291
 LU1291.The dynamic height is computed by dividing the NAVD 88
 LU1291.geopotential number by the normal gravity value computed on the
 LU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1291.degrees latitude (g = 980.6199 gals.).
 LU1291
 LU1291.The modeled gravity was interpolated from observed gravity values.
 LU1291
 LU1291;                    North         East    Units  Estimated Accuracy
 LU1291;SPC CA 1     -   606,190.    1,842,630.      MT  (+/- 180 meters Scaled)
 LU1291
 LU1291                          SUPERSEDED SURVEY CONTROL
 LU1291
 LU1291  NAVD 88 (06/15/91)   69.913  (m)          229.37   (f) UNKNOWN     1 2
 LU1291  NGVD 29 (12/02/92)   68.966  (m)          226.27   (f) ADJUSTED    1 2
 LU1291
 LU1291.Superseded values are not recommended for survey control.
 LU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1291.See file dsdata.txt to determine how the superseded data were derived.
 LU1291
 LU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK276585(NAD 83)
 LU1291
 LU1291_MARKER: DB = BENCH MARK DISK
 LU1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1291_SP_SET: CONCRETE POST
 LU1291_STAMPING: H 101 1931 228.143
 LU1291_MARK LOGO: CGS   
 LU1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1291+STABILITY: SURFACE MOTION
 LU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1291+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1291
 LU1291  HISTORY     - Date     Condition        Report By
 LU1291  HISTORY     - 1931     MONUMENTED       CGS
 LU1291  HISTORY     - 1967     GOOD             CGS
 LU1291  HISTORY     - 19880325 GOOD             NGS
 LU1291  HISTORY     - 19920729 GOOD             NGS
 LU1291
 LU1291                          STATION DESCRIPTION
 LU1291
 LU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1291'3.7 MI N FROM MIRANDA.
 LU1291'3.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1291'HIGH SCHOOL AT MIRANDA, 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 LU1291'A ROAD EAST TO EEL ROCK, 25 FEET NORTHEAST OF THE CENTER LINE OF
 LU1291'THE AVENUE, 30 FEET EAST OF THE NORTHEAST END OF A 48-INCH PIPE
 LU1291'CULVERT, 6 FEET SOUTHEAST OF A FIR TREE, 1.2 FEET NORTHWEST OF A
 LU1291'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE AVENUE, AND SET IN THE
 LU1291'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LU1291
 LU1291                          STATION RECOVERY (1988)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1291'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1291'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1291'GARBERVILLE, THENCE 16.0 KM (9.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1291'THE GIANTS.
 LU1291
 LU1291                          STATION RECOVERY (1992)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1291'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1291'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1291'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1291'101, THENCE 16.6 KM (10.30 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1291'GIANTS, 0.5 KM (0.30 MI) SOUTHEAST OF THE INTERSECTION OF A ROAD
 LU1291'LEADING EAST TO EEL ROCK, 9.1 M (29.9 FT) EAST OF THE NORTHEAST END
 LU1291'OF A PIPE CULVERT, 8.3 M (27.2 FT) NORTH OF UTILITY POLE NUMBER 5,
 LU1291'7.6 M (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE, 2.4 M
 LU1291'(7.9 FT) ABOVE THE LEVEL OF THE AVENUE, 1.8 M (5.9 FT) SOUTHEAST OF
 LU1291'AN EVERGREEN TREE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 LU1291'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1519 ***********************************************************************
 KT1519  DESIGNATION -  H 102
 KT1519  PID         -  KT1519
 KT1519  STATE/COUNTY-  CA/MENDOCINO
 KT1519  USGS QUAD   -  PIERCY (1994)
 KT1519
 KT1519                         *CURRENT SURVEY CONTROL
 KT1519  ___________________________________________________________________
 KT1519* NAD 83(1986)-  39 58 37.     (N)    123 48 06.     (W)     SCALED    
 KT1519* NAVD 88     -       163.550  (meters)     536.58   (feet)  ADJUSTED  
 KT1519  ___________________________________________________________________
 KT1519  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 KT1519  DYNAMIC HT  -         163.463 (meters)     536.29  (feet)  COMP
 KT1519  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KT1519
 KT1519  VERT ORDER  -  FIRST     CLASS II
 KT1519
 KT1519.The horizontal coordinates were scaled from a topographic map and have
 KT1519.an estimated accuracy of +/- 6 seconds.
 KT1519.
 KT1519.The orthometric height was determined by differential leveling and
 KT1519.adjusted in June 1991.
 KT1519
 KT1519.The geoid height was determined by GEOID09.
 KT1519
 KT1519.The dynamic height is computed by dividing the NAVD 88
 KT1519.geopotential number by the normal gravity value computed on the
 KT1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1519.degrees latitude (g = 980.6199 gals.).
 KT1519
 KT1519.The modeled gravity was interpolated from observed gravity values.
 KT1519
 KT1519;                    North         East    Units  Estimated Accuracy
 KT1519;SPC CA 2     -   757,990.    1,846,100.      MT  (+/- 180 meters Scaled)
 KT1519
 KT1519                          SUPERSEDED SURVEY CONTROL
 KT1519
 KT1519  NGVD 29 (12/02/92)  162.636  (m)          533.58   (f) ADJUSTED    1 2
 KT1519
 KT1519.Superseded values are not recommended for survey control.
 KT1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1519.See file dsdata.txt to determine how the superseded data were derived.
 KT1519
 KT1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK315255(NAD 83)
 KT1519
 KT1519_MARKER: DB = BENCH MARK DISK
 KT1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1519_SP_SET: CONCRETE POST
 KT1519_STAMPING: H 102 1931
 KT1519_MARK LOGO: CADH  
 KT1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1519+STABILITY: SURFACE MOTION
 KT1519
 KT1519  HISTORY     - Date     Condition        Report By
 KT1519  HISTORY     - 1931     MONUMENTED       CADH
 KT1519  HISTORY     - 1967     GOOD             CGS
 KT1519  HISTORY     - 1972     GOOD             USGS
 KT1519  HISTORY     - 19880401 GOOD             NGS
 KT1519
 KT1519                          STATION DESCRIPTION
 KT1519
 KT1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1519'AT PIERCY.
 KT1519'AT PIERCY, ALONG U.S. HIGHWAY 101, 162 FEET SOUTH OF THE POST
 KT1519'OFFICE BUILDING, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1519'20 FEET EAST OF THE EAST END OF 18-INCH PIPE CULVERT 105.38, 11
 KT1519'FEET WEST-SOUTHWEST OF A 36-INCH FIR TREE, 0.6 FOOT WEST OF A
 KT1519'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 KT1519'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KT1519
 KT1519                          STATION RECOVERY (1972)
 KT1519
 KT1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1519'RECOVERED IN GOOD CONDITION.
 KT1519
 KT1519                          STATION RECOVERY (1988)
 KT1519
 KT1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1519'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.2 KM (8.80
 KT1519'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 KT1519'GARBERVILLE, THENCE 3.9 KM (2.40 MI) SOUTHWESTERLY ALONG STATE
 KT1519'HIGHWAY 271.  ADD--19.5 M (64.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 KT1519'NUMBER 1135204.  CHANGE--CULVERT NUMBER 105.38 TO 20.51.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1115 ***********************************************************************
 KT1115  DESIGNATION -  H 104
 KT1115  PID         -  KT1115
 KT1115  STATE/COUNTY-  CA/MENDOCINO
 KT1115  USGS QUAD   -  WILLITS (1991)
 KT1115
 KT1115                         *CURRENT SURVEY CONTROL
 KT1115  ___________________________________________________________________
 KT1115* NAD 83(1992)-  39 23 29.69566(N)    123 20 18.60738(W)     ADJUSTED  
 KT1115* NAVD 88     -       425.56   (+/-2cm)    1396.2    (feet)  VERTCON   
 KT1115  ___________________________________________________________________
 KT1115  EPOCH DATE  -        1991.35
 KT1115  LAPLACE CORR-           5.15  (seconds)                    DEFLEC09
 KT1115  GEOID HEIGHT-         -29.71  (meters)                     GEOID09
 KT1115  HORZ ORDER  -  THIRD
 KT1115  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1115
 KT1115.The horizontal coordinates were established by classical geodetic methods
 KT1115.and adjusted by the National Geodetic Survey in March 1994.
 KT1115.
 KT1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1115
 KT1115.The vertical order pertains to the NGVD 29 superseded value.
 KT1115
 KT1115.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT1115
 KT1115.The geoid height was determined by GEOID09.
 KT1115
 KT1115;                    North         East     Units Scale Factor Converg.
 KT1115;SPC CA 2     -   692,325.713 1,884,704.561   MT  0.99992898   -0 50 38.0
 KT1115;SPC CA 2     - 2,271,405.28  6,183,401.55   sFT  0.99992898   -0 50 38.0
 KT1115;UTM  10      - 4,360,286.982   470,850.730   MT  0.99961046   -0 12 53.4
 KT1115
 KT1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT1115!SPC CA 2     -   0.99993790  x   0.99992898  =   0.99986688
 KT1115!UTM  10      -   0.99993790  x   0.99961046  =   0.99954838
 KT1115
 KT1115:                Primary Azimuth Mark                     Grid Az
 KT1115:SPC CA 2     -  OUTLET                                   005 14 05.7
 KT1115:UTM  10      -  OUTLET                                   004 36 21.1
 KT1115
 KT1115|---------------------------------------------------------------------|
 KT1115| PID    Reference Object                     Distance      Geod. Az  |
 KT1115|                                                           dddmmss.s |
 KT1115| KT2029 OUTLET                              APPROX.10.2 KM 0042327.7 |
 KT1115|---------------------------------------------------------------------|
 KT1115
 KT1115                          SUPERSEDED SURVEY CONTROL
 KT1115
 KT1115  NAD 83(1986)-  39 23 29.68156(N)    123 20 18.58802(W) AD(1984.00) 3
 KT1115  NAD 27      -  39 23 30.09700(N)    123 20 14.54700(W) AD(       ) 3
 KT1115  NGVD 29 (??/??/92)  424.636  (m)         1393.16   (f) ADJ UNCH    1 2
 KT1115
 KT1115.Superseded values are not recommended for survey control.
 KT1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1115.See file dsdata.txt to determine how the superseded data were derived.
 KT1115
 KT1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7085060286(NAD 83)
 KT1115
 KT1115_MARKER: DB = BENCH MARK DISK
 KT1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1115_STAMPING: 1393.117 H 104 1931
 KT1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1115+STABILITY: SURFACE MOTION
 KT1115
 KT1115  HISTORY     - Date     Condition        Report By
 KT1115  HISTORY     - 1942     MONUMENTED       CGS
 KT1115  HISTORY     - 1965     GOOD             CGS
 KT1115  HISTORY     - 1966     GOOD             CGS
 KT1115  HISTORY     - 19961121 MARK NOT FOUND   LOCENG
 KT1115
 KT1115                          STATION DESCRIPTION
 KT1115
 KT1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 KT1115'STATION IS A BENCH MARK OF THE U.S. COAST AND GEODETIC SURVEY,
 KT1115'ESTABLISHED IN 1931.  IT WAS OCCUPIED AS A TRIANGULATION
 KT1115'STATION TO OBTAIN VERTICAL CONTROL FOR TRIANGULATION STATIONS.
 KT1115'
 KT1115'IT IS LOCATED ABOUT 1 MILE SE OF WILLITS, AT A ROAD CROSSING
 KT1115'OF THE NORTHWESTERN RAILROAD.  TO REACH FROM THE POST OFFICE
 KT1115'IN WILLITS, GO S 1.0 MILE ALONG U.S. HIGHWAY 101 TO BRIDGE AT
 KT1115'BAECHTEL CREEK.  CROSS BRIDGE AND TURN LEFT.  FOLLOW PAVED ROAD
 KT1115'E 0.1 MILE, AND TAKE RIGHT FORK, PAVED ROAD, 0.5 MILE.  TAKE LEFT
 KT1115'FORK, E, 0.25 MILE TO RAILROAD CROSSING AND STATION.
 KT1115'
 KT1115'STATION IS MARKED BY A BRONZE BENCH MARK DISK, STAMPED H 104
 KT1115'1931 1393.117 FT., SET IN TOP OF 12-INCH SQUARE CONCRETE
 KT1115'BLOCK, WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS IN THE
 KT1115'NW CORNER OF THE RIGHT-OF-WAY OF THE CROSSING, 41 FEET E OF THE
 KT1115'E RAIL OF THE RAILROAD, 50.7 FEET N OF THE CENTER LINE OF THE
 KT1115'ROAD, 5.3 FEET S OF A BOARD FENCE AND 6.7 FEET W OF A WIRE
 KT1115'FENCE.
 KT1115'
 KT1115'NO REFERENCE MARKS OR AZIMUTH MARK WERE SET.
 KT1115
 KT1115                          STATION RECOVERY (1965)
 KT1115
 KT1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KT1115'1.6 MI S FROM WILLITS.
 KT1115'1.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1115'STATION AT WILLITS, AT THE CROSSING OF EAST HILL ROAD, 51 FEET
 KT1115'NORTH OF THE CENTERLINE OF THE ROAD, 40.6 FEET NORTHEAST OF THE
 KT1115'NORTHEAST RAIL OF THE TRACK, 15.0 FEET SOUTHEAST OF THE FOURTH
 KT1115'POLE SOUTH OF MILEPOLE 138, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 KT1115'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 KT1115'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 KT1115
 KT1115                          STATION RECOVERY (1966)
 KT1115
 KT1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KT1115'RECOVERED IN GOOD CONDITION.
 KT1115
 KT1115                          STATION RECOVERY (1996)
 KT1115
 KT1115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996
 KT1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1333 ***********************************************************************
 JT1333  DESIGNATION -  H 105
 JT1333  PID         -  JT1333
 JT1333  STATE/COUNTY-  CA/MENDOCINO
 JT1333  USGS QUAD   -  HOPLAND (1975)
 JT1333
 JT1333                         *CURRENT SURVEY CONTROL
 JT1333  ___________________________________________________________________
 JT1333* NAD 83(1986)-  38 59 40.     (N)    123 07 05.     (W)     SCALED    
 JT1333* NAVD 88     -       153.33   (+/-2cm)     503.1    (feet)  VERTCON   
 JT1333  ___________________________________________________________________
 JT1333  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 JT1333  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1333
 JT1333.The horizontal coordinates were scaled from a topographic map and have
 JT1333.an estimated accuracy of +/- 6 seconds.
 JT1333.
 JT1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1333
 JT1333.The vertical order pertains to the NGVD 29 superseded value.
 JT1333
 JT1333.The geoid height was determined by GEOID09.
 JT1333
 JT1333;                    North         East    Units  Estimated Accuracy
 JT1333;SPC CA 2     -   647,990.    1,903,150.      MT  (+/- 180 meters Scaled)
 JT1333
 JT1333                          SUPERSEDED SURVEY CONTROL
 JT1333
 JT1333  NGVD 29 (??/??/92)  152.465  (m)          500.21   (f) ADJ UNCH    1 2
 JT1333
 JT1333.Superseded values are not recommended for survey control.
 JT1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1333.See file dsdata.txt to determine how the superseded data were derived.
 JT1333
 JT1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ897161(NAD 83)
 JT1333
 JT1333_MARKER: DB = BENCH MARK DISK
 JT1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1333_STAMPING: 500.074 H 105 1932
 JT1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1333+STABILITY: SURFACE MOTION
 JT1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT1333+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 JT1333
 JT1333  HISTORY     - Date     Condition        Report By
 JT1333  HISTORY     - 1932     MONUMENTED       CGS
 JT1333  HISTORY     - 1964     GOOD             CGS
 JT1333  HISTORY     - 20070706 GOOD             GEOCAC
 JT1333
 JT1333                          STATION DESCRIPTION
 JT1333
 JT1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1333'1.6 MI N FROM HOPLAND.
 JT1333'1.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1333'FROM THE STATION AT HOPLAND, 10-1/2 POLES SOUTH OF MILEPOLE
 JT1333'102, EAST OF AND ACROSS U.S. HIGHWAY 101 FROM THE NORTH END OF
 JT1333'A CUT BANK, 39.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JT1333'25.8 FEET SOUTH OF A POWERLINE POLE, 25.2 FEET WEST OF THE
 JT1333'WEST RAIL OF THE TRACK, 1.4 FEET WEST OF A METAL WITNESS POST,
 JT1333'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 JT1333'CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JT1333
 JT1333                          STATION RECOVERY (2007)
 JT1333
 JT1333'RECOVERY NOTE BY GEOCACHING 2007 (KRS)
 JT1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0761 ***********************************************************************
 JT0761  DESIGNATION -  H 107
 JT0761  PID         -  JT0761
 JT0761  STATE/COUNTY-  CA/SONOMA
 JT0761  USGS QUAD   -  PETALUMA (1981)
 JT0761
 JT0761                         *CURRENT SURVEY CONTROL
 JT0761  ___________________________________________________________________
 JT0761* NAD 83(1986)-  38 14 15.     (N)    122 38 06.     (W)     SCALED    
 JT0761* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 JT0761  ___________________________________________________________________
 JT0761  GEOID HEIGHT-         -31.73  (meters)                     GEOID09
 JT0761  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0761
 JT0761.The horizontal coordinates were scaled from a topographic map and have
 JT0761.an estimated accuracy of +/- 6 seconds.
 JT0761.
 JT0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0761
 JT0761.The vertical order pertains to the NGVD 29 superseded value.
 JT0761
 JT0761.Photographs are available for this station.
 JT0761
 JT0761.The geoid height was determined by GEOID09.
 JT0761
 JT0761;                    North         East    Units  Estimated Accuracy
 JT0761;SPC CA 2     -   563,560.    1,944,410.      MT  (+/- 180 meters Scaled)
 JT0761
 JT0761                          SUPERSEDED SURVEY CONTROL
 JT0761
 JT0761  NGVD 29 (??/??/92)    4.087  (m)           13.41   (f) ADJ UNCH    1 2
 JT0761
 JT0761.Superseded values are not recommended for survey control.
 JT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0761.See file dsdata.txt to determine how the superseded data were derived.
 JT0761
 JT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH319322(NAD 83)
 JT0761
 JT0761_MARKER: DB = BENCH MARK DISK
 JT0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0761_SP_SET: ENTRANCE
 JT0761_STAMPING: 13.373 H 107 1932
 JT0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0761+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 JT0761
 JT0761  HISTORY     - Date     Condition        Report By
 JT0761  HISTORY     - 1932     MONUMENTED       CGS
 JT0761  HISTORY     - 1951     GOOD             CGS
 JT0761  HISTORY     - 1959     GOOD             CGS
 JT0761  HISTORY     - 1984     GOOD             USPSQD
 JT0761  HISTORY     - 19990728 GOOD             INDIV
 JT0761
 JT0761                          STATION DESCRIPTION
 JT0761
 JT0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0761'AT PETALUMA.
 JT0761'AT PETALUMA, AT THE NORTHWESTERN PACIFIC RAILROAD STATION, IN
 JT0761'THE TOP OF THE CONCRETE FLOOR, AT THE NORTHWEST ENTRANCE TO THE
 JT0761'WAITING ROOM, 32.8 FEET NORTHWEST OF THE CENTER OF THE ROUNDED
 JT0761'TICKET OFFICE WINDOW, 1.6 FEET EAST OF THE SOUTHEAST END OF
 JT0761'THE DOOR, AND SET 0.7 FEET NORTHEAST OF THE NORTHEAST WALL
 JT0761'OF THE STATION.
 JT0761
 JT0761                          STATION RECOVERY (1959)
 JT0761
 JT0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0761'RECOVERED IN GOOD CONDITION.
 JT0761
 JT0761                          STATION RECOVERY (1984)
 JT0761
 JT0761'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0761'RECOVERED IN GOOD CONDITION.
 JT0761
 JT0761                          STATION RECOVERY (1999)
 JT0761
 JT0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0761'I LEVELED THROUGH THIS MARK, NAVD 88 METRIC = 4.845
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1779 ***********************************************************************
 HT1779  DESIGNATION -  H 108
 HT1779  PID         -  HT1779
 HT1779  STATE/COUNTY-  CA/MARIN
 HT1779  USGS QUAD   -  SAN RAFAEL (1995)
 HT1779
 HT1779                         *CURRENT SURVEY CONTROL
 HT1779  ___________________________________________________________________
 HT1779* NAD 83(1986)-  37 56 03.     (N)    122 32 07.     (W)     SCALED    
 HT1779* NAVD 88     -        13.942  (meters)      45.74   (feet)  ADJUSTED  
 HT1779  ___________________________________________________________________
 HT1779  GEOID HEIGHT-         -32.27  (meters)                     GEOID09
 HT1779  DYNAMIC HT  -          13.933 (meters)      45.71  (feet)  COMP
 HT1779  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 HT1779
 HT1779  VERT ORDER  -  FIRST     CLASS II
 HT1779
 HT1779.The horizontal coordinates were scaled from a topographic map and have
 HT1779.an estimated accuracy of +/- 6 seconds.
 HT1779.
 HT1779.The orthometric height was determined by differential leveling and
 HT1779.adjusted in June 1991.
 HT1779
 HT1779.The geoid height was determined by GEOID09.
 HT1779
 HT1779.The dynamic height is computed by dividing the NAVD 88
 HT1779.geopotential number by the normal gravity value computed on the
 HT1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1779.degrees latitude (g = 980.6199 gals.).
 HT1779
 HT1779.The modeled gravity was interpolated from observed gravity values.
 HT1779
 HT1779;                    North         East    Units  Estimated Accuracy
 HT1779;SPC CA 3     -   661,110.    1,821,100.      MT  (+/- 180 meters Scaled)
 HT1779
 HT1779                          SUPERSEDED SURVEY CONTROL
 HT1779
 HT1779  NGVD 29 (10/21/93)   13.122  (m)           43.05   (f) ADJUSTED    1 2
 HT1779
 HT1779.Superseded values are not recommended for survey control.
 HT1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1779.See file dsdata.txt to determine how the superseded data were derived.
 HT1779
 HT1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG408986(NAD 83)
 HT1779
 HT1779_MARKER: DB = BENCH MARK DISK
 HT1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1779_SP_SET: SQUARE CONCRETE MONUMENT
 HT1779_STAMPING: H 108 1932 43.074
 HT1779_MARK LOGO: CGS   
 HT1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1779+STABILITY: SURFACE MOTION
 HT1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1779+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 HT1779
 HT1779  HISTORY     - Date     Condition        Report By
 HT1779  HISTORY     - 1932     MONUMENTED       CGS
 HT1779  HISTORY     - 1956     GOOD             CGS
 HT1779  HISTORY     - 1964     GOOD             CGS
 HT1779  HISTORY     - 19880907 GOOD             NGS
 HT1779  HISTORY     - 20050820 GOOD             GEOCAC
 HT1779
 HT1779                          STATION DESCRIPTION
 HT1779
 HT1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1779'AT LARKSPUR.
 HT1779'AT LARKSPUR, AT THE INTERSECTION OF MAGNOLIA AVENUE AND KING STREET,
 HT1779'AT THE CITY HALL, 62 FEET NORTH OF THE CENTER LINE OF THE STREET,
 HT1779'50 FEET WEST OF THE CENTER LINE OF THE AVENUE, 1.1 FEET WEST OF THE
 HT1779'SOUTHWEST CORNER OF THE CITY HALL BUILDING, ABOUT 3 FEET HIGHER
 HT1779'THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT1779'0.1 FOOT ABOVE THE GROUND.
 HT1779
 HT1779                          STATION RECOVERY (1964)
 HT1779
 HT1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1779'RECOVERED IN GOOD CONDITION.
 HT1779
 HT1779                          STATION RECOVERY (1988)
 HT1779
 HT1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1779'RECOVERED IN GOOD CONDITION.
 HT1779
 HT1779                          STATION RECOVERY (2005)
 HT1779
 HT1779'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 HT1779'HANDHELD GPS COORDINATES  37 56 03.4 (N)  122 32 07.8 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1327 ***********************************************************************
 HT1327  DESIGNATION -  H 110
 HT1327  PID         -  HT1327
 HT1327  STATE/COUNTY-  CA/SAN MATEO
 HT1327  USGS QUAD   -  PALO ALTO (1997)
 HT1327
 HT1327                         *CURRENT SURVEY CONTROL
 HT1327  ___________________________________________________________________
 HT1327* NAD 83(1986)-  37 29 17.     (N)    122 14 06.     (W)     SCALED    
 HT1327* NAVD 88     -         5.31   (+/-2cm)      17.4    (feet)  VERTCON   
 HT1327  ___________________________________________________________________
 HT1327  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT1327  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1327
 HT1327.The horizontal coordinates were scaled from a topographic map and have
 HT1327.an estimated accuracy of +/- 6 seconds.
 HT1327.
 HT1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1327
 HT1327.The vertical order pertains to the NGVD 29 superseded value.
 HT1327
 HT1327.The geoid height was determined by GEOID09.
 HT1327
 HT1327;                    North         East    Units  Estimated Accuracy
 HT1327;SPC CA 3     -   611,080.    1,846,580.      MT  (+/- 180 meters Scaled)
 HT1327
 HT1327                          SUPERSEDED SURVEY CONTROL
 HT1327
 HT1327  NGVD 29 (??/??/92)    4.475  (m)           14.68   (f) ADJ UNCH    1 2
 HT1327
 HT1327.Superseded values are not recommended for survey control.
 HT1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1327.See file dsdata.txt to determine how the superseded data were derived.
 HT1327
 HT1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG676492(NAD 83)
 HT1327
 HT1327_MARKER: DB = BENCH MARK DISK
 HT1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1327+STABILITY: SURFACE MOTION
 HT1327
 HT1327  HISTORY     - Date     Condition        Report By
 HT1327  HISTORY     - UNK      MONUMENTED       CGS
 HT1327  HISTORY     - 1948     MARK NOT FOUND   CGS
 HT1327
 HT1327                          STATION DESCRIPTION
 HT1327
 HT1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HT1327'0.2 MI NW FROM REDWOOD CITY.
 HT1327'0.2 MILE NORTHWEST OF THE SOUTHERN PACIFIC CO. RAILROAD STATION, 40
 HT1327'FEET NORTHWEST OF THE CENTER LINE OF BREWSTER AVENUE, AND 62
 HT1327'FEET SOUTHWEST OF THE CENTER LINE OF THE DOUBLE TRACK.  A STANDARD
 HT1327'DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- A PARKING LOT
 HT1327'HAS BEEN BUILT IN THE VICINITY OF THE MARK, IT WAS PRESUMED
 HT1327'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1196 ***********************************************************************
 HT1196  DESIGNATION -  H 111
 HT1196  PID         -  HT1196
 HT1196  STATE/COUNTY-  CA/SANTA CLARA
 HT1196  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1196
 HT1196                         *CURRENT SURVEY CONTROL
 HT1196  ___________________________________________________________________
 HT1196* NAD 83(1992)-  37 24 41.44130(N)    122 03 11.57436(W)     ADJUSTED  
 HT1196* NAVD 88     -         6.44   (+/-2cm)      21.1    (feet)  VERTCON   
 HT1196  ___________________________________________________________________
 HT1196  EPOCH DATE  -        1991.35
 HT1196  LAPLACE CORR-           0.28  (seconds)                    DEFLEC09
 HT1196  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT1196  HORZ ORDER  -  THIRD
 HT1196  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1196
 HT1196.The horizontal coordinates were established by classical geodetic methods
 HT1196.and adjusted by the National Geodetic Survey in March 1994.
 HT1196.
 HT1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1196
 HT1196.The vertical order pertains to the NGVD 29 superseded value.
 HT1196
 HT1196.The Laplace correction was computed from DEFLEC09 derived deflections.
 HT1196
 HT1196.The geoid height was determined by GEOID09.
 HT1196
 HT1196;                    North         East     Units Scale Factor Converg.
 HT1196;SPC CA 3     -   602,301.192 1,862,508.004   MT  0.99994664   -0 57 03.3
 HT1196;SPC CA 3     - 1,976,049.83  6,110,578.34   sFT  0.99994664   -0 57 03.3
 HT1196;UTM  10      - 4,140,944.860   583,786.051   MT  0.99968647   +0 34 30.9
 HT1196
 HT1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT1196!SPC CA 3     -   1.00000411  x   0.99994664  =   0.99995075
 HT1196!UTM  10      -   1.00000411  x   0.99968647  =   0.99969058
 HT1196
 HT1196:                Primary Azimuth Mark                     Grid Az
 HT1196:SPC CA 3     -  FRESNO HAMILTON AWY BCN 32               219 59 31.2
 HT1196:UTM  10      -  FRESNO HAMILTON AWY BCN 32               218 27 57.0
 HT1196
 HT1196|---------------------------------------------------------------------|
 HT1196| PID    Reference Object                     Distance      Geod. Az  |
 HT1196|                                                           dddmmss.s |
 HT1196| HS4864 MOUNT HAMILTON LOOKOUT HOUSE        APPROX.38.2 KM 1004322.6 |
 HT1196| HT3250 FRESNO HAMILTON AWY BCN 32          APPROX.13.3 KM 2190227.9 |
 HT1196| HT3211 MOFFETT FIELD TANK                  143.494 METERS 26825     |
 HT1196|---------------------------------------------------------------------|
 HT1196
 HT1196                          SUPERSEDED SURVEY CONTROL
 HT1196
 HT1196  NAD 83(1986)-  37 24 41.44157(N)    122 03 11.56975(W) AD(1984.00) 3
 HT1196  NAD 27      -  37 24 41.65358(N)    122 03 07.71213(W) AD(       ) 3
 HT1196  NAD 27      -  37 24 40.10600(N)    122 03 10.62400(W) AD(       ) 3
 HT1196  NGVD 29 (??/??/92)    5.617  (m)           18.43   (f) ADJ UNCH    1 2
 HT1196
 HT1196.Superseded values are not recommended for survey control.
 HT1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1196.See file dsdata.txt to determine how the superseded data were derived.
 HT1196
 HT1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG8378640944(NAD 83)
 HT1196
 HT1196_MARKER: DB = BENCH MARK DISK
 HT1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1196_SP_SET: CONCRETE FLOOR
 HT1196_STAMPING: H 111 1932
 HT1196_MARK LOGO: CGS   
 HT1196_PROJECTION: FLUSH
 HT1196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HT1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1196
 HT1196  HISTORY     - Date     Condition        Report By
 HT1196  HISTORY     - 1932     MONUMENTED       CGS
 HT1196  HISTORY     - 1954     GOOD             CGS
 HT1196  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HT1196  HISTORY     - 1967     GOOD             CGS
 HT1196  HISTORY     - 1977     GOOD             NGS
 HT1196  HISTORY     - 1980     GOOD             NGS
 HT1196  HISTORY     - 1982     GOOD             NGS
 HT1196  HISTORY     - 19820312 GOOD             NGS
 HT1196  HISTORY     - 1987     GOOD             USPSQD
 HT1196
 HT1196                          STATION DESCRIPTION
 HT1196
 HT1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JB)
 HT1196'AT SUNNYVALE AIR BASE, AT SOUTH END OF CENTER LINE OF DIRIGIBLE
 HT1196'HANGAR.  MARKED BY STANDARD BENCH-MARK DISK.  SUNNYVALE, MOORING
 HT1196'MAST, IS 506.0 METERS (1,660 FEET) FROM STATION IN AZIMUTH 337 DEG
 HT1196'43 SEC 00 MIN.
 HT1196
 HT1196                          STATION RECOVERY (1954)
 HT1196
 HT1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HT1196'AT MOFFETT FIELD.
 HT1196'AT MOFFETT FIELD, AT THE L JUNCTION OF WESCOAT AND CODY ROADS,
 HT1196'AT HANGAR NO.1 (FORMER DIRIGIBLE HANGAR), AT THE CENTER OF THE
 HT1196'SOUTH ENTRANCE, IN THE TOP OF THE CONCRETE FLOOR, MIDWAY BETWEEN
 HT1196'THE STEEL RAILS OF THE DOOR TRACK, AND LEVEL WITH THE CONCRETE
 HT1196'FLOOR.
 HT1196
 HT1196                          STATION RECOVERY (1958)
 HT1196
 HT1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM)
 HT1196'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 HT1196'DESCRIPTION FOLLOWS--
 HT1196'
 HT1196'THE STATION IS LOCATED AT MOFFETT FIELD AND IS A STANDARD COAST
 HT1196'AND GEODETIC SURVEY BENCH MARK DISK, STAMPED H 111 1932, CEMENTED
 HT1196'IN A DRILL HOLE IN THE TOP OF THE CONCRETE FLOOR, MIDWAY BETWEEN
 HT1196'THE STEEL RAILS OF THE DOOR TRACK OF THE S ENTRANCE OF HANGAR
 HT1196'NUMBER 1 (FORMER DIRIGIBLE HANGAR).
 HT1196
 HT1196                          STATION RECOVERY (1967)
 HT1196
 HT1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT1196'RECOVERED IN GOOD CONDITION.
 HT1196
 HT1196                          STATION RECOVERY (1977)
 HT1196
 HT1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RBM)
 HT1196'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE
 HT1196'TO VEHICULAR TRAFFIC THE STAMPING ON THE DISK WAS BARELY
 HT1196'LEGIBLE.  THE DISK WAS RESTAMPED.
 HT1196'
 HT1196'THE STATION IS A STANDARD BENCH MARK DISK STAMPED H 111 1932 SET
 HT1196'IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE SOUTH END OF HANGAR
 HT1196'NO. 1.  THE HANGAR DOORS MUST BE OPENED TO OCCUPY THE STATION.
 HT1196'
 HT1196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HT1196'AT MOUNTAIN VIEW.
 HT1196
 HT1196                          STATION RECOVERY (1980)
 HT1196
 HT1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HT1196'THE STATION WAS RECOVERED AS DESCRIBED.
 HT1196
 HT1196                          STATION RECOVERY (1982)
 HT1196
 HT1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HT1196'IT IS LOCATED UPON THE U.S. NAVAL AIR STATION MOFFETT FIELD, CEMENTED
 HT1196'IN A DRILL HOLE IN THE SURFACE OF THE CONCRETE SLAB FLOOR AT THE
 HT1196'SOUTH END OF AIRCRAFT HANGER NUMBER 1 ( FORMER DIRIGIBLE HANGER). IT
 HT1196'IS BETWEEN THE STEEL RAILS UPON WHICH THE HUGE TWIN HANGAR DOORS ROLL
 HT1196'HORIZONTALY, AND AT THE POINT WHERE THE DOORS MEET WHEN CLOSED AT THE
 HT1196'CENTER OF THE END OF THE HANGAR.
 HT1196
 HT1196                          STATION RECOVERY (1982)
 HT1196
 HT1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HT1196'THE STATION, BENCH MARK H 111 1932, WAS RECOVERED IN GOOD CONDITION.
 HT1196'IT IS LOCATED ABOUT 1.0 MILE (1.6 KM) NORTH OF THE CENTER OF MOUNTAIN
 HT1196'VIEW, UPON THE U.S.  NAVY AIR STATION MOFFETT FIELD.  THE DISK IS
 HT1196'CEMENTED IN A DRILL HOLE IN THE SURFACE OF THE CONCRETE FLOOR AT THE
 HT1196'SOUTH END OF AIRCRAFT.  HANGER NUMBER 1 (FORMER DIRIGIBLE HANGAR) .
 HT1196'IT IS AT THE POINT WHERE THE TWO HANGAR DOORS MEET WHEN CLOSED AND
 HT1196'BETWEEN THE STEEL RAILS UPON WHICH THE HUGE DOORS TRAVEL HORIZONTALY
 HT1196'WHEN BEING OPENED.  TO REACH THE STATION FROM THE SOUTH ENTRANCE GATE
 HT1196'INTO MOFFETT FIELD, AT THE INTERCHANGE OF U.S.  HIGHWAY 101 AND ELLIS
 HT1196'STREET.  DRIVE NORTH FOR O.05 MILE, TURN LEFT AT A T-JUNCTION AND
 HT1196'DRIVE NORTHWEST ON BLACKTOP ROAD FOR 0.45 MILE (0.72 KM) TO HANGER
 HT1196'NUMBER 1 AND THE STATION.  THERE ARE NO REFERENCE MARK FOR THIS
 HT1196'STATION.
 HT1196
 HT1196                          STATION RECOVERY (1987)
 HT1196
 HT1196'RECOVERY NOTE BY US POWER SQUADRON 1987 (PS)
 HT1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1336 ***********************************************************************
 JT1336  DESIGNATION -  H 52
 JT1336  PID         -  JT1336
 JT1336  STATE/COUNTY-  CA/MENDOCINO
 JT1336  USGS QUAD   -  HOPLAND (1975)
 JT1336
 JT1336                         *CURRENT SURVEY CONTROL
 JT1336  ___________________________________________________________________
 JT1336* NAD 83(1986)-  38 58 13.     (N)    123 06 54.     (W)     SCALED    
 JT1336* NAVD 88     -       148.95   (+/-2cm)     488.7    (feet)  VERTCON   
 JT1336  ___________________________________________________________________
 JT1336  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 JT1336  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1336
 JT1336.The horizontal coordinates were scaled from a topographic map and have
 JT1336.an estimated accuracy of +/- 6 seconds.
 JT1336.
 JT1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1336
 JT1336.The vertical order pertains to the NGVD 29 superseded value.
 JT1336
 JT1336.The geoid height was determined by GEOID09.
 JT1336
 JT1336;                    North         East    Units  Estimated Accuracy
 JT1336;SPC CA 2     -   645,300.    1,903,380.      MT  (+/- 180 meters Scaled)
 JT1336
 JT1336                          SUPERSEDED SURVEY CONTROL
 JT1336
 JT1336  NGVD 29 (??/??/92)  148.086  (m)          485.85   (f) ADJ UNCH    1 2
 JT1336
 JT1336.Superseded values are not recommended for survey control.
 JT1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1336.See file dsdata.txt to determine how the superseded data were derived.
 JT1336
 JT1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ900134(NAD 83)
 JT1336
 JT1336_MARKER: DD = SURVEY DISK
 JT1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1336_STAMPING: 485.711 H 52 1931
 JT1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1336+STABILITY: SURFACE MOTION
 JT1336
 JT1336  HISTORY     - Date     Condition        Report By
 JT1336  HISTORY     - 1931     MONUMENTED       USGS
 JT1336  HISTORY     - 1964     GOOD             CGS
 JT1336  HISTORY     - 20000421 MARK NOT FOUND   NGS
 JT1336
 JT1336                          STATION DESCRIPTION
 JT1336
 JT1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1336'AT HOPLAND.
 JT1336'AT HOPLAND, ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK,
 JT1336'735 FEET SOUTH OF THE STATION, AT THE CROSSING OF THE LAKEPORT
 JT1336'ROAD, 45.5 FEET EAST OF THE EAST RAIL OF THE TRACK, 34.7
 JT1336'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24.0 FEET WEST OF
 JT1336'GUYED POWERLINE POLE 7023, AND SET IN THE TOP OF A CONCRETE
 JT1336'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JT1336
 JT1336                          STATION RECOVERY (2000)
 JT1336
 JT1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 JT1336'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1333 ***********************************************************************
 HT1333  DESIGNATION -  H 7
 HT1333  PID         -  HT1333
 HT1333  STATE/COUNTY-  CA/SAN MATEO
 HT1333  USGS QUAD   -  PALO ALTO (1997)
 HT1333
 HT1333                         *CURRENT SURVEY CONTROL
 HT1333  ___________________________________________________________________
 HT1333* NAD 83(1986)-  37 26 50.37   (N)    122 10 13.86   (W)     HD_HELD1  
 HT1333* NAVD 88     -        22.79   (+/-2cm)      74.8    (feet)  VERTCON   
 HT1333  ___________________________________________________________________
 HT1333  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT1333  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1333
 HT1333.The horizontal coordinates were established by differentially corrected
 HT1333.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT1333.
 HT1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1333
 HT1333.The vertical order pertains to the NGVD 29 superseded value.
 HT1333
 HT1333.Photographs are available for this station.
 HT1333
 HT1333.The geoid height was determined by GEOID09.
 HT1333
 HT1333;                    North         East    Units  Estimated Accuracy
 HT1333;SPC CA 3     -   606,454.0   1,852,196.4     MT  (+/- 3 meters HH1 GPS) 
 HT1333
 HT1333                          SUPERSEDED SURVEY CONTROL
 HT1333
 HT1333  NGVD 29 (??/??/92)   21.962  (m)           72.05   (f) ADJ UNCH    1 2
 HT1333
 HT1333.Superseded values are not recommended for survey control.
 HT1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1333.See file dsdata.txt to determine how the superseded data were derived.
 HT1333
 HT1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7337044820(NAD 83)
 HT1333
 HT1333_MARKER: DB = BENCH MARK DISK
 HT1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1333_SP_SET: ABUTMENT
 HT1333_STAMPING: H 7 1910
 HT1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1333
 HT1333  HISTORY     - Date     Condition        Report By
 HT1333  HISTORY     - 1910     MONUMENTED       CGS
 HT1333  HISTORY     - 1954     GOOD             CGS
 HT1333  HISTORY     - 1967     GOOD             CGS
 HT1333  HISTORY     - 20030220 GOOD             INDIV
 HT1333
 HT1333                          STATION DESCRIPTION
 HT1333
 HT1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1333'IN MENLO PARK.
 HT1333'IN MENLO PARK, 0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC
 HT1333'COMPANY RAILROAD FROM THE PALO ALTO STATION, AT STEEL BRIDGE
 HT1333'29.69 OVER SAN FRANCISQUITO CREEK, IN THE TOP OF THE SOUTHWEST
 HT1333'END OF THE NORTHWEST ABUTMENT, 8.9 FEET SOUTHWEST OF THE SOUTHWEST
 HT1333'RAIL OF THE SOUTHWEST TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 HT1333
 HT1333                          STATION RECOVERY (1967)
 HT1333
 HT1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT1333'RECOVERED IN GOOD CONDITION.
 HT1333
 HT1333                          STATION RECOVERY (2003)
 HT1333
 HT1333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RWR)
 HT1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0765 ***********************************************************************
 JT0765  DESIGNATION -  HH 107
 JT0765  PID         -  JT0765
 JT0765  STATE/COUNTY-  CA/SONOMA
 JT0765  USGS QUAD   -  PETALUMA (1981)
 JT0765
 JT0765                         *CURRENT SURVEY CONTROL
 JT0765  ___________________________________________________________________
 JT0765* NAD 83(1986)-  38 14 07.     (N)    122 38 08.     (W)     SCALED    
 JT0765* NAVD 88     -         3.84   (+/-2cm)      12.6    (feet)  VERTCON   
 JT0765  ___________________________________________________________________
 JT0765  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 JT0765  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0765
 JT0765.The horizontal coordinates were scaled from a topographic map and have
 JT0765.an estimated accuracy of +/- 6 seconds.
 JT0765.
 JT0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0765
 JT0765.The vertical order pertains to the NGVD 29 superseded value.
 JT0765
 JT0765.The geoid height was determined by GEOID09.
 JT0765
 JT0765;                    North         East    Units  Estimated Accuracy
 JT0765;SPC CA 2     -   563,320.    1,944,360.      MT  (+/- 180 meters Scaled)
 JT0765
 JT0765                          SUPERSEDED SURVEY CONTROL
 JT0765
 JT0765  NGVD 29 (??/??/92)    3.012  (m)            9.88   (f) ADJ UNCH    1 2
 JT0765
 JT0765.Superseded values are not recommended for survey control.
 JT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0765.See file dsdata.txt to determine how the superseded data were derived.
 JT0765
 JT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH318319(NAD 83)
 JT0765
 JT0765_MARKER: DB = BENCH MARK DISK
 JT0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0765_STAMPING: 9.842 HH 107 1932
 JT0765_MARK LOGO: CGS   
 JT0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0765+STABILITY: SURFACE MOTION
 JT0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0765+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2003
 JT0765
 JT0765  HISTORY     - Date     Condition        Report By
 JT0765  HISTORY     - 1932     MONUMENTED       CGS
 JT0765  HISTORY     - 1934     GOOD             CGS
 JT0765  HISTORY     - 1959     GOOD             CGS
 JT0765  HISTORY     - 1984     GOOD             USPSQD
 JT0765  HISTORY     - 20030914 GOOD             GEOCAC
 JT0765
 JT0765                          STATION DESCRIPTION
 JT0765
 JT0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0765'AT PETALUMA.
 JT0765'AT PETALUMA, SONOMA COUNTY, AT THE NORTHEAST END OF THE D STREET
 JT0765'BRIDGE OVER PETALUMA CREEK, 30 FEET NORTHEAST OF THE PETALUMA
 JT0765'AND SANTA ROSA RAILROAD TRACK, ON THE NORTHWEST SIDE OF D
 JT0765'STREET, AND AT THE INSIDE EDGE OF THE SIDEWALK.  A STANDARD DISK,
 JT0765'STAMPED---9.842 HH 107 1932---, AND SET IN THE TOP OF A CONCRETE
 JT0765'POST FLUSH WITH THE GROUND.
 JT0765
 JT0765                          STATION RECOVERY (1959)
 JT0765
 JT0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0765'RECOVERED IN GOOD CONDITION.
 JT0765
 JT0765                          STATION RECOVERY (1984)
 JT0765
 JT0765'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0765'RECOVERED IN GOOD CONDITION.
 JT0765
 JT0765                          STATION RECOVERY (2003)
 JT0765
 JT0765'RECOVERY NOTE BY GEOCACHING 2003 (AWG)
 JT0765'RAILROAD TRACK REFERENCED IN THE DATASHEET ARE NO LONGER THERE.
 JT0765' 
 JT0765'DATASHEET COORDINATES WERE NOT CONSISTENT WITH 2 RECENT RECOVERIES BY
 JT0765'DIFFERENT PEOPLE USING HANDHELD GPS UNITS.
 JT0765' 
 JT0765'09-14-2003 N 38 14.110 W 122 38.147
 JT0765'10-31-2002 N 38 14.108 W 122 38.145
 JT0765' 
 JT0765' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1289 ***********************************************************************
 LU1289  DESIGNATION -  J 101
 LU1289  PID         -  LU1289
 LU1289  STATE/COUNTY-  CA/HUMBOLDT
 LU1289  USGS QUAD   -  MYERS FLAT (1969)
 LU1289
 LU1289                         *CURRENT SURVEY CONTROL
 LU1289  ___________________________________________________________________
 LU1289* NAD 83(1986)-  40 15 33.     (N)    123 50 26.     (W)     SCALED    
 LU1289* NAVD 88     -        63.716  (meters)     209.04   (feet)  ADJUSTED  
 LU1289  ___________________________________________________________________
 LU1289  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1289  DYNAMIC HT  -          63.682 (meters)     208.93  (feet)  COMP
 LU1289  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 LU1289
 LU1289  VERT ORDER  -  FIRST     CLASS II
 LU1289
 LU1289.The horizontal coordinates were scaled from a topographic map and have
 LU1289.an estimated accuracy of +/- 6 seconds.
 LU1289.
 LU1289.The orthometric height was determined by differential leveling and
 LU1289.adjusted in December 1992.
 LU1289
 LU1289.The geoid height was determined by GEOID09.
 LU1289
 LU1289.The dynamic height is computed by dividing the NAVD 88
 LU1289.geopotential number by the normal gravity value computed on the
 LU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1289.degrees latitude (g = 980.6199 gals.).
 LU1289
 LU1289.The modeled gravity was interpolated from observed gravity values.
 LU1289
 LU1289;                    North         East    Units  Estimated Accuracy
 LU1289;SPC CA 1     -   604,450.    1,843,440.      MT  (+/- 180 meters Scaled)
 LU1289
 LU1289                          SUPERSEDED SURVEY CONTROL
 LU1289
 LU1289  NAVD 88 (06/15/91)   63.716  (m)          209.04   (f) UNKNOWN     1 2
 LU1289  NGVD 29 (12/02/92)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 LU1289
 LU1289.Superseded values are not recommended for survey control.
 LU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1289.See file dsdata.txt to determine how the superseded data were derived.
 LU1289
 LU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK285568(NAD 83)
 LU1289
 LU1289_MARKER: DD = SURVEY DISK
 LU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1289_SP_SET: CONCRETE POST
 LU1289_STAMPING: J 101 1931
 LU1289_MARK LOGO: CADH  
 LU1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1289+STABILITY: SURFACE MOTION
 LU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1289+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1289
 LU1289  HISTORY     - Date     Condition        Report By
 LU1289  HISTORY     - 1931     MONUMENTED       CADH
 LU1289  HISTORY     - 1967     GOOD             CGS
 LU1289  HISTORY     - 19880328 GOOD             NGS
 LU1289  HISTORY     - 19920729 GOOD             NGS
 LU1289
 LU1289                          STATION DESCRIPTION
 LU1289
 LU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1289'2.4 MI N FROM MIRANDA.
 LU1289'2.45 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1289'HIGH SCHOOL AT MIRANDA, AMONG REDWOOD TREES BETWEEN THE RIVER
 LU1289'AND THE AVENUE, 34 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 LU1289'210 FEET EAST OF A LARGE DRINKING FOUNTAIN, 37 FEET SOUTHEAST OF
 LU1289'THE SOUTH END OF 24-INCH PIPE CULVERT 8.94, 11 FEET SOUTHEAST OF
 LU1289'THE SOUTHEAST EDGE OF A SPLIT REDWOOD TREE, 0.8 FOOT NORTH OF
 LU1289'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 LU1289'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LU1289
 LU1289                          STATION RECOVERY (1988)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1289'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1289'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1289'GARBERVILLE, THENCE 14.5 KM (9.00 MI) NORTHERLY ALONG THE AVENUE OF
 LU1289'THE GANTS.  NOTE--THE MARK IS NOW 3-INCHES BELOW THE GROUND SURFACE.
 LU1289
 LU1289                          STATION RECOVERY (1992)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1289'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1289'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1289'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1289'101, THENCE 14.6 KM (9.05 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1289'GIANTS, 64.0 M (210.0 FT) EAST OF A FOUNTAIN, 11.3 M (37.1 FT)
 LU1289'SOUTHEAST OF THE SOUTH END OF A CULVERT AT MILEPOST 8.94, 10.4 M
 LU1289'(34.1 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 3.4 M (11.2 FT)
 LU1289'SOUTHEAST OF THE SOUTHEAST FACE OF A SPLIT REDWOOD TREE, 0.3 M
 LU1289'(1.0 FT) NORTH OF A WITNESS POST, LEVEL WITH THE AVENUE, AND THE
 LU1289'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0892 ***********************************************************************
 KT0892  DESIGNATION -  J 103 CAHD
 KT0892  PID         -  KT0892
 KT0892  STATE/COUNTY-  CA/MENDOCINO
 KT0892  USGS QUAD   -  LAYTONVILLE (1994)
 KT0892
 KT0892                         *CURRENT SURVEY CONTROL
 KT0892  ___________________________________________________________________
 KT0892* NAD 83(1986)-  39 39 41.     (N)    123 28 34.     (W)     SCALED    
 KT0892* NAVD 88     -       508.77   (+/-2cm)    1669.2    (feet)  VERTCON   
 KT0892  ___________________________________________________________________
 KT0892  GEOID HEIGHT-         -29.55  (meters)                     GEOID09
 KT0892  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0892
 KT0892.The horizontal coordinates were scaled from a topographic map and have
 KT0892.an estimated accuracy of +/- 6 seconds.
 KT0892.
 KT0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0892
 KT0892.The vertical order pertains to the NGVD 29 superseded value.
 KT0892
 KT0892.The geoid height was determined by GEOID09.
 KT0892
 KT0892;                    North         East    Units  Estimated Accuracy
 KT0892;SPC CA 2     -   722,460.    1,873,340.      MT  (+/- 180 meters Scaled)
 KT0892
 KT0892                          SUPERSEDED SURVEY CONTROL
 KT0892
 KT0892  NGVD 29 (??/??/92)  507.83   (m)         1666.1    (f) COMPUTED    1 2
 KT0892
 KT0892.Superseded values are not recommended for survey control.
 KT0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0892.See file dsdata.txt to determine how the superseded data were derived.
 KT0892
 KT0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ591902(NAD 83)
 KT0892
 KT0892_MARKER: DB = BENCH MARK DISK
 KT0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0892_STAMPING: J 103 1931
 KT0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0892+STABILITY: SURFACE MOTION
 KT0892
 KT0892  HISTORY     - Date     Condition        Report By
 KT0892  HISTORY     - 1931     MONUMENTED       CADH
 KT0892  HISTORY     - 1967     GOOD             CGS
 KT0892
 KT0892                          STATION DESCRIPTION
 KT0892
 KT0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0892'1.9 MI S FROM LAYTONVILLE.
 KT0892'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0892'AT LAYTONVILLE, ON THE OUTSIDE OF A CURVE, AT A PULLOUT AREA,
 KT0892'115 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST
 KT0892'OF THE CENTER LINE OF AN OLD PORTION OF THE HIGHWAY, 23 FEET
 KT0892'NORTH OF A 48-INCH PINE TREE, 1.2 FEET SOUTH OF A WITNESS
 KT0892'POST, 1.0 FOOT WEST OF A FENCE, ABOUT 3 FEET HIGHER THAN THE
 KT0892'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KT0892'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1121 ***********************************************************************
 KT1121  DESIGNATION -  J 104
 KT1121  PID         -  KT1121
 KT1121  STATE/COUNTY-  CA/MENDOCINO
 KT1121  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1121
 KT1121                         *CURRENT SURVEY CONTROL
 KT1121  ___________________________________________________________________
 KT1121* NAD 83(1986)-  39 21 57.     (N)    123 19 05.     (W)     SCALED    
 KT1121* NAVD 88     -       474.24   (+/-2cm)    1555.9    (feet)  VERTCON   
 KT1121  ___________________________________________________________________
 KT1121  GEOID HEIGHT-         -29.71  (meters)                     GEOID09
 KT1121  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1121
 KT1121.The horizontal coordinates were scaled from a topographic map and have
 KT1121.an estimated accuracy of +/- 6 seconds.
 KT1121.
 KT1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1121
 KT1121.The vertical order pertains to the NGVD 29 superseded value.
 KT1121
 KT1121.The geoid height was determined by GEOID09.
 KT1121
 KT1121;                    North         East    Units  Estimated Accuracy
 KT1121;SPC CA 2     -   689,440.    1,886,420.      MT  (+/- 180 meters Scaled)
 KT1121
 KT1121                          SUPERSEDED SURVEY CONTROL
 KT1121
 KT1121  NGVD 29 (??/??/92)  473.309  (m)         1552.85   (f) ADJ UNCH    1 2
 KT1121
 KT1121.Superseded values are not recommended for survey control.
 KT1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1121.See file dsdata.txt to determine how the superseded data were derived.
 KT1121
 KT1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ726574(NAD 83)
 KT1121
 KT1121_MARKER: DB = BENCH MARK DISK
 KT1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1121_SP_SET: UNDERPASS
 KT1121_STAMPING: J 104 1931 1552.651
 KT1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1121
 KT1121  HISTORY     - Date     Condition        Report By
 KT1121  HISTORY     - 1931     MONUMENTED       CGS
 KT1121  HISTORY     - 1965     GOOD             CGS
 KT1121  HISTORY     - 1971     GOOD
 KT1121
 KT1121                          STATION DESCRIPTION
 KT1121
 KT1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1121'3.8 MI S FROM WILLITS.
 KT1121'3.8 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1121'STATION AT WILLITS, IN THE TOP OF THE SOUTH END OF THE WEST
 KT1121'ABUTMENT OF U.S. HIGHWAY 101 UNDERPASS NO. E 623+71, 5.1 FEET
 KT1121'SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 KT1121
 KT1121                          STATION RECOVERY (1971)
 KT1121
 KT1121'RECOVERED 1971
 KT1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1335 ***********************************************************************
 JT1335  DESIGNATION -  J 105 CAHD
 JT1335  PID         -  JT1335
 JT1335  STATE/COUNTY-  CA/MENDOCINO
 JT1335  USGS QUAD   -  HOPLAND (1975)
 JT1335
 JT1335                         *CURRENT SURVEY CONTROL
 JT1335  ___________________________________________________________________
 JT1335* NAD 83(1986)-  38 58 16.     (N)    123 06 54.     (W)     SCALED    
 JT1335* NAVD 88     -       149.18   (+/-2cm)     489.4    (feet)  VERTCON   
 JT1335  ___________________________________________________________________
 JT1335  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 JT1335  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1335
 JT1335.The horizontal coordinates were scaled from a topographic map and have
 JT1335.an estimated accuracy of +/- 6 seconds.
 JT1335.
 JT1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1335
 JT1335.The vertical order pertains to the NGVD 29 superseded value.
 JT1335
 JT1335.The geoid height was determined by GEOID09.
 JT1335
 JT1335;                    North         East    Units  Estimated Accuracy
 JT1335;SPC CA 2     -   645,390.    1,903,380.      MT  (+/- 180 meters Scaled)
 JT1335
 JT1335                          SUPERSEDED SURVEY CONTROL
 JT1335
 JT1335  NGVD 29 (??/??/92)  148.310  (m)          486.58   (f) ADJ UNCH    1 2
 JT1335
 JT1335.Superseded values are not recommended for survey control.
 JT1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1335.See file dsdata.txt to determine how the superseded data were derived.
 JT1335
 JT1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ900135(NAD 83)
 JT1335
 JT1335_MARKER: DB = BENCH MARK DISK
 JT1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1335_STAMPING: J 105 1932
 JT1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1335+STABILITY: SURFACE MOTION
 JT1335
 JT1335  HISTORY     - Date     Condition        Report By
 JT1335  HISTORY     - 1932     MONUMENTED       CADH
 JT1335  HISTORY     - 1934     GOOD             CGS
 JT1335  HISTORY     - 1964     MARK NOT FOUND   CGS
 JT1335
 JT1335                          STATION DESCRIPTION
 JT1335
 JT1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1335'AT HOPLAND.
 JT1335'AT HOPLAND, MENDOCINO COUNTY, ON THE NORTHWESTERN PACIFIC
 JT1335'RAILROAD ABOUT 600 FEET SOUTH OF THE STATION, AT A ROAD CROSSING,
 JT1335'58 FEET NORTH OF THE LAKEPORT HIGHWAY, 51 FEET WEST OF THE TRACK,
 JT1335'AND 1 FOOT OUTSIDE THE RIGHT-OF-WAY.  A CALIFORNIA DIVISION OF
 JT1335'HIGHWAYS STANDARD DISK, STAMPED J 105 1932 AND SET IN THE
 JT1335'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JT1335'NOTE-- SEARCHED FOR BUT NOT RECOVERED IN NOVEMBER 1957.  THE
 JT1335'RIGHT OF WAY HAS BEEN CHANGED.
 JT1335
 JT1335                          STATION RECOVERY (1964)
 JT1335
 JT1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1093 ***********************************************************************
 JT1093  DESIGNATION -  J 106
 JT1093  PID         -  JT1093
 JT1093  STATE/COUNTY-  CA/SONOMA
 JT1093  USGS QUAD   -  HEALDSBURG (1993)
 JT1093
 JT1093                         *CURRENT SURVEY CONTROL
 JT1093  ___________________________________________________________________
 JT1093* NAD 83(1986)-  38 36 17.     (N)    122 51 34.     (W)     SCALED    
 JT1093* NAVD 88     -        31.93   (+/-2cm)     104.8    (feet)  VERTCON   
 JT1093  ___________________________________________________________________
 JT1093  GEOID HEIGHT-         -31.14  (meters)                     GEOID09
 JT1093  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1093
 JT1093.The horizontal coordinates were scaled from a topographic map and have
 JT1093.an estimated accuracy of +/- 6 seconds.
 JT1093.
 JT1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1093
 JT1093.The vertical order pertains to the NGVD 29 superseded value.
 JT1093
 JT1093.The geoid height was determined by GEOID09.
 JT1093
 JT1093;                    North         East    Units  Estimated Accuracy
 JT1093;SPC CA 2     -   604,480.    1,925,140.      MT  (+/- 180 meters Scaled)
 JT1093
 JT1093                          SUPERSEDED SURVEY CONTROL
 JT1093
 JT1093  NGVD 29 (??/??/92)   31.060  (m)          101.90   (f) ADJ UNCH    1 2
 JT1093
 JT1093.Superseded values are not recommended for survey control.
 JT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1093.See file dsdata.txt to determine how the superseded data were derived.
 JT1093
 JT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH122729(NAD 83)
 JT1093
 JT1093_MARKER: DB = BENCH MARK DISK
 JT1093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT1093_SP_SET: ABUTMENT
 JT1093_STAMPING: J 106 1932 101.817
 JT1093_MARK LOGO: CGS   
 JT1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1093
 JT1093  HISTORY     - Date     Condition        Report By
 JT1093  HISTORY     - 1932     MONUMENTED       CGS
 JT1093  HISTORY     - 1934     GOOD             CGS
 JT1093  HISTORY     - 1975     GOOD             USGS
 JT1093  HISTORY     - 1985     GOOD             USPSQD
 JT1093  HISTORY     - 1987     GOOD             NGS
 JT1093
 JT1093                          STATION DESCRIPTION
 JT1093
 JT1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1093'0.4 MI S FROM HEALDSBURG.
 JT1093'0.4 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1093'THE STATION AT HEALDSBURG, SONOMA COUNTY, AT THE RAILROAD
 JT1093'BRIDGE OVER RUSSIAN RIVER, IN THE WEST END OF THE SOUTH ABUTMENT,
 JT1093'AND AT THE END OF A STEEL GIRDER.  A STANDARD DISK, STAMPED
 JT1093'101.817 J 106 1932.
 JT1093
 JT1093                          STATION RECOVERY (1975)
 JT1093
 JT1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1093'0.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1093'STATION AT HEALDSBURG, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT
 JT1093'OF RAILROAD BRIDGE OVER THE RUSSIAN RIVER, 4 FEET SOUTH OF THE SOUTH
 JT1093'RAIL OF TRACK,
 JT1093
 JT1093                          STATION RECOVERY (1985)
 JT1093
 JT1093'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1093'RECOVERED IN GOOD CONDITION.
 JT1093
 JT1093                          STATION RECOVERY (1987)
 JT1093
 JT1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0766 ***********************************************************************
 JT0766  DESIGNATION -  J 107
 JT0766  PID         -  JT0766
 JT0766  STATE/COUNTY-  CA/SONOMA
 JT0766  USGS QUAD   -  PETALUMA (1981)
 JT0766
 JT0766                         *CURRENT SURVEY CONTROL
 JT0766  ___________________________________________________________________
 JT0766* NAD 83(1986)-  38 13 55.     (N)    122 38 13.     (W)     SCALED    
 JT0766* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 JT0766  ___________________________________________________________________
 JT0766  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 JT0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0766
 JT0766.The horizontal coordinates were scaled from a topographic map and have
 JT0766.an estimated accuracy of +/- 6 seconds.
 JT0766.
 JT0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0766
 JT0766.The vertical order pertains to the NGVD 29 superseded value.
 JT0766
 JT0766.The geoid height was determined by GEOID09.
 JT0766
 JT0766;                    North         East    Units  Estimated Accuracy
 JT0766;SPC CA 2     -   562,950.    1,944,230.      MT  (+/- 180 meters Scaled)
 JT0766
 JT0766                          SUPERSEDED SURVEY CONTROL
 JT0766
 JT0766  NGVD 29 (??/??/92)    3.685  (m)           12.09   (f) ADJ UNCH    1 2
 JT0766
 JT0766.Superseded values are not recommended for survey control.
 JT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0766.See file dsdata.txt to determine how the superseded data were derived.
 JT0766
 JT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH317316(NAD 83)
 JT0766
 JT0766_MARKER: DB = BENCH MARK DISK
 JT0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0766_STAMPING: 12.054 J 107 1932
 JT0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0766+STABILITY: SURFACE MOTION
 JT0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0766+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 JT0766
 JT0766  HISTORY     - Date     Condition        Report By
 JT0766  HISTORY     - 1932     MONUMENTED       CGS
 JT0766  HISTORY     - 1934     GOOD             CGS
 JT0766  HISTORY     - 1959     GOOD             CGS
 JT0766  HISTORY     - 19990728 GOOD             INDIV
 JT0766  HISTORY     - 20040530 GOOD             INDIV
 JT0766  HISTORY     - 20090502 GOOD             GEOCAC
 JT0766
 JT0766                          STATION DESCRIPTION
 JT0766
 JT0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0766'AT PETALUMA.
 JT0766'AT PETALUMA, SONOMA COUNTY, ON D STREET, MIDWAY BETWEEN THIRD
 JT0766'AND FOURTH STREETS, 36 FEET EAST OF THE CENTERLINE OF D STREET,
 JT0766'AND IN THE WEST EDGE OF THE CITY PARK.  A STANDARD DISK, STAMPED
 JT0766'12.054 J 107 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JT0766'6 INCHES ABOVE GROUND.
 JT0766
 JT0766                          STATION RECOVERY (1959)
 JT0766
 JT0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0766'RECOVERED IN GOOD CONDITION.
 JT0766
 JT0766                          STATION RECOVERY (1999)
 JT0766
 JT0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0766'I LEVELED THROUGH THIS MARK, NAVD 88 METRIC = 4.446
 JT0766
 JT0766                          STATION RECOVERY (2004)
 JT0766
 JT0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JSC)
 JT0766'TOOK DIGITAL PHOTOGRAPHS OF THE MARK AND SURROUNDING AREA.
 JT0766
 JT0766                          STATION RECOVERY (2009)
 JT0766
 JT0766'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 JT0766'HH2 (NAD 83) 38 13 55.5 (N)  122 38 13.2 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1780 ***********************************************************************
 HT1780  DESIGNATION -  J 108
 HT1780  PID         -  HT1780
 HT1780  STATE/COUNTY-  CA/MARIN
 HT1780  USGS QUAD   -  SAN RAFAEL (1995)
 HT1780
 HT1780                         *CURRENT SURVEY CONTROL
 HT1780  ___________________________________________________________________
 HT1780* NAD 83(1986)-  37 55 32.     (N)    122 31 39.     (W)     SCALED    
 HT1780* NAVD 88     -         8.842  (meters)      29.01   (feet)  ADJUSTED  
 HT1780  ___________________________________________________________________
 HT1780  GEOID HEIGHT-         -32.29  (meters)                     GEOID09
 HT1780  DYNAMIC HT  -           8.836 (meters)      28.99  (feet)  COMP
 HT1780  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HT1780
 HT1780  VERT ORDER  -  FIRST     CLASS II
 HT1780
 HT1780.The horizontal coordinates were scaled from a topographic map and have
 HT1780.an estimated accuracy of +/- 6 seconds.
 HT1780.
 HT1780.The orthometric height was determined by differential leveling and
 HT1780.adjusted in June 1991.
 HT1780
 HT1780.The geoid height was determined by GEOID09.
 HT1780
 HT1780.The dynamic height is computed by dividing the NAVD 88
 HT1780.geopotential number by the normal gravity value computed on the
 HT1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1780.degrees latitude (g = 980.6199 gals.).
 HT1780
 HT1780.The modeled gravity was interpolated from observed gravity values.
 HT1780
 HT1780;                    North         East    Units  Estimated Accuracy
 HT1780;SPC CA 3     -   660,140.    1,821,770.      MT  (+/- 180 meters Scaled)
 HT1780
 HT1780                          SUPERSEDED SURVEY CONTROL
 HT1780
 HT1780  NGVD 29 (10/21/93)    8.021  (m)           26.32   (f) ADJUSTED    1 2
 HT1780
 HT1780.Superseded values are not recommended for survey control.
 HT1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1780.See file dsdata.txt to determine how the superseded data were derived.
 HT1780
 HT1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG415976(NAD 83)
 HT1780
 HT1780_MARKER: DB = BENCH MARK DISK
 HT1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1780_SP_SET: SQUARE CONCRETE MONUMENT
 HT1780_STAMPING: J 108 1932 26.516
 HT1780_MARK LOGO: CGS   
 HT1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1780+STABILITY: SURFACE MOTION
 HT1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1780+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 HT1780
 HT1780  HISTORY     - Date     Condition        Report By
 HT1780  HISTORY     - 1932     MONUMENTED       CGS
 HT1780  HISTORY     - 1956     GOOD             CGS
 HT1780  HISTORY     - 1964     GOOD             CGS
 HT1780  HISTORY     - 1986     GOOD             USPSQD
 HT1780  HISTORY     - 19880907 GOOD             NGS
 HT1780  HISTORY     - 20050820 GOOD             GEOCAC
 HT1780
 HT1780                          STATION DESCRIPTION
 HT1780
 HT1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1780'AT CORTE MADERA.
 HT1780'AT CORTE MADERA, ONE BLOCK NORTHEAST OF THE NORTHWESTERN PACIFIC
 HT1780'RAILROAD TRACK, AT THE SOUTHWEST CORNER OF THE CITY HALL AND THE
 HT1780'CITY FIRE STATION YARD, 30 FEET NORTH OF THE CENTER LINE OF
 HT1780'TAMALPAIS DRIVE, 25 1/2 FEET EAST OF THE CENTER LINE OF WILLOW
 HT1780'AVENUE, 11.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CITY HALL
 HT1780'AND FIRE STATION BUILDING, 10.5 FEET WEST OF A FLAG POLE, 0.6 FOOT
 HT1780'NORTHEAST OF THE NORTHEAST EDGE OF A ROUND CORNER SIDEWALK, AND SET
 HT1780'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HT1780
 HT1780                          STATION RECOVERY (1964)
 HT1780
 HT1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1780'RECOVERED IN GOOD CONDITION.
 HT1780
 HT1780                          STATION RECOVERY (1986)
 HT1780
 HT1780'RECOVERY NOTE BY US POWER SQUADRON 1986 (AJM)
 HT1780'RECOVERED IN GOOD CONDITION.
 HT1780
 HT1780                          STATION RECOVERY (1988)
 HT1780
 HT1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1780'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--ONE
 HT1780'BLOCK NORTHEAST OF THE NORTHWESTERN PACIFIC RAILROAD TRACK.
 HT1780
 HT1780                          STATION RECOVERY (2005)
 HT1780
 HT1780'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 HT1780'HANDHELD GPS COORDINATES  37 55 32.3 (N)  122 31 40.1 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1171 ***********************************************************************
 HT1171  DESIGNATION -  J 111
 HT1171  PID         -  HT1171
 HT1171  STATE/COUNTY-  CA/SANTA CLARA
 HT1171  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1171
 HT1171                         *CURRENT SURVEY CONTROL
 HT1171  ___________________________________________________________________
 HT1171* NAD 83(1986)-  37 24 03.     (N)    122 02 09.     (W)     SCALED    
 HT1171* NAVD 88     -        12.62   (+/-2cm)      41.4    (feet)  VERTCON   
 HT1171  ___________________________________________________________________
 HT1171  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT1171  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1171
 HT1171.The horizontal coordinates were scaled from a topographic map and have
 HT1171.an estimated accuracy of +/- 6 seconds.
 HT1171.
 HT1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1171
 HT1171.The vertical order pertains to the NGVD 29 superseded value.
 HT1171
 HT1171.The geoid height was determined by GEOID09.
 HT1171
 HT1171;                    North         East    Units  Estimated Accuracy
 HT1171;SPC CA 3     -   601,090.    1,864,030.      MT  (+/- 180 meters Scaled)
 HT1171
 HT1171                          SUPERSEDED SURVEY CONTROL
 HT1171
 HT1171  NGVD 29 (??/??/92)   11.792  (m)           38.69   (f) ADJ UNCH    1 2
 HT1171
 HT1171.Superseded values are not recommended for survey control.
 HT1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1171.See file dsdata.txt to determine how the superseded data were derived.
 HT1171
 HT1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG853397(NAD 83)
 HT1171
 HT1171_MARKER: DB = BENCH MARK DISK
 HT1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1171_STAMPING: J-111 1932
 HT1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1171+STABILITY: SURFACE MOTION
 HT1171
 HT1171  HISTORY     - Date     Condition        Report By
 HT1171  HISTORY     - 1932     MONUMENTED       CGS
 HT1171
 HT1171                          STATION DESCRIPTION
 HT1171
 HT1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 HT1171'3.8 MI N FROM LAWERENCE STATION.
 HT1171'AT THE JUNCTION OF ALVISO ROAD AND BAYSHORE HWY, 61 FT. NORTH OF
 HT1171'BAYSHORE IN FENCE LINE, 36 FT. WEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0767 ***********************************************************************
 JT0767  DESIGNATION -  JJ 107
 JT0767  PID         -  JT0767
 JT0767  STATE/COUNTY-  CA/SONOMA
 JT0767  USGS QUAD   -  PETALUMA (1981)
 JT0767
 JT0767                         *CURRENT SURVEY CONTROL
 JT0767  ___________________________________________________________________
 JT0767* NAD 83(1986)-  38 13 54.56   (N)    122 38 15.26   (W)     HD_HELD1  
 JT0767* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 JT0767  ___________________________________________________________________
 JT0767  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 JT0767  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0767
 JT0767.The horizontal coordinates were established by differentially corrected
 JT0767.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 JT0767.
 JT0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0767
 JT0767.The vertical order pertains to the NGVD 29 superseded value.
 JT0767
 JT0767.Photographs are available for this station.
 JT0767
 JT0767.The geoid height was determined by GEOID09.
 JT0767
 JT0767;                    North         East    Units  Estimated Accuracy
 JT0767;SPC CA 2     -   562,932.7   1,944,176.3     MT  (+/- 3 meters HH1 GPS) 
 JT0767
 JT0767                          SUPERSEDED SURVEY CONTROL
 JT0767
 JT0767  NGVD 29 (??/??/92)    3.793  (m)           12.44   (f) ADJ UNCH    1 2
 JT0767
 JT0767.Superseded values are not recommended for survey control.
 JT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0767.See file dsdata.txt to determine how the superseded data were derived.
 JT0767
 JT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH3171931598(NAD 83)
 JT0767
 JT0767_MARKER: DB = BENCH MARK DISK
 JT0767_SETTING: 66 = SET IN ROCK OUTCROP
 JT0767_SP_SET: SANDSTONE
 JT0767_STAMPING: 12.405 JJ 107 1932
 JT0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0767+STABILITY: POSITION/ELEVATION WELL
 JT0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0767+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 JT0767
 JT0767  HISTORY     - Date     Condition        Report By
 JT0767  HISTORY     - 1932     MONUMENTED       CGS
 JT0767  HISTORY     - 1959     GOOD             CGS
 JT0767  HISTORY     - 1984     GOOD             USPSQD
 JT0767  HISTORY     - 20080618 GOOD             GEOCAC
 JT0767
 JT0767                          STATION DESCRIPTION
 JT0767
 JT0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0767'AT PETALUMA.
 JT0767'AT PETALUMA, AT THE INTERSECTION OF FOURTH AND D STREETS, 23
 JT0767'FEET SOUTHWEST OF THE CURBING ON THE SOUTHWEST SIDE OF FOURTH
 JT0767'STREET, AT THE POST OFFICE, 29.7 FEET SOUTHEAST OF THE CENTER
 JT0767'OF THE DOOR TO THE NORTHEAST ENTRANCE, NEAR THE SECOND BASEMENT
 JT0767'WINDOW FROM THE ENTRANCE, 1 FOOT NORTHEAST OF THE SIDE OF THE
 JT0767'BUILDING, IN THE TOP OF THE SANDSTONE RAILING FORMING A WINDOW
 JT0767'WELL, AND 0.3 FOOT ABOVE THE GROUND.
 JT0767
 JT0767                          STATION RECOVERY (1984)
 JT0767
 JT0767'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0767'RECOVERED IN GOOD CONDITION.
 JT0767
 JT0767                          STATION RECOVERY (2008)
 JT0767
 JT0767'RECOVERY NOTE BY GEOCACHING 2008
 JT0767'FOUND THE MARK AS DESCRIBED AND TOOK COORDINATES
 JT0767'N 38 13.908 W 122 38.254
 JT0767'ALSO TOOK DIGITAL PHOTOGRAPHS OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0238 ***********************************************************************
 LV0238  DESIGNATION -  K 100
 LV0238  PID         -  LV0238
 LV0238  STATE/COUNTY-  CA/HUMBOLDT
 LV0238  USGS QUAD   -  FORTUNA (1972)
 LV0238
 LV0238                         *CURRENT SURVEY CONTROL
 LV0238  ___________________________________________________________________
 LV0238* NAD 83(1986)-  40 35 50.     (N)    124 09 31.     (W)     SCALED    
 LV0238* NAVD 88     -        19.677  (meters)      64.56   (feet)  ADJUSTED  
 LV0238  ___________________________________________________________________
 LV0238  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0238  DYNAMIC HT  -          19.668 (meters)      64.53  (feet)  COMP
 LV0238  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 LV0238
 LV0238  VERT ORDER  -  FIRST     CLASS II
 LV0238
 LV0238.The horizontal coordinates were scaled from a topographic map and have
 LV0238.an estimated accuracy of +/- 6 seconds.
 LV0238.
 LV0238.The orthometric height was determined by differential leveling and
 LV0238.adjusted in December 1992.
 LV0238
 LV0238.The geoid height was determined by GEOID09.
 LV0238
 LV0238.The dynamic height is computed by dividing the NAVD 88
 LV0238.geopotential number by the normal gravity value computed on the
 LV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0238.degrees latitude (g = 980.6199 gals.).
 LV0238
 LV0238.The modeled gravity was interpolated from observed gravity values.
 LV0238
 LV0238;                    North         East    Units  Estimated Accuracy
 LV0238;SPC CA 1     -   642,590.    1,817,320.      MT  (+/- 180 meters Scaled)
 LV0238
 LV0238                          SUPERSEDED SURVEY CONTROL
 LV0238
 LV0238  NAVD 88 (06/15/91)   19.687  (m)           64.59   (f) UNKNOWN     1 2
 LV0238  NGVD 29 (12/02/92)   18.693  (m)           61.33   (f) ADJUSTED    1 2
 LV0238
 LV0238.Superseded values are not recommended for survey control.
 LV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0238.See file dsdata.txt to determine how the superseded data were derived.
 LV0238
 LV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK019946(NAD 83)
 LV0238
 LV0238_MARKER: DB = BENCH MARK DISK
 LV0238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0238+WITH SETTING: PAVEMENT
 LV0238_SP_SET: RAILING
 LV0238_STAMPING: K 100 1931 60.984
 LV0238_MARK LOGO: CGS   
 LV0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0238+STABILITY: SURFACE MOTION
 LV0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0238+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0238
 LV0238  HISTORY     - Date     Condition        Report By
 LV0238  HISTORY     - 1931     MONUMENTED       CGS
 LV0238  HISTORY     - 1967     GOOD             CGS
 LV0238  HISTORY     - 19880224 GOOD             NGS
 LV0238  HISTORY     - 19920728 GOOD             NGS
 LV0238
 LV0238                          STATION DESCRIPTION
 LV0238
 LV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0238'AT FORTUNA.
 LV0238'AT FORTUNA, ALONG L STREET ABOUT MIDWAY BETWEEN 8TH AND 9TH
 LV0238'STREETS, IN THE TOP OF THE EAST CONCRETE RAILING FOR STEPS TO THE
 LV0238'NORTH ENTRANCE TO FORTUNA ELEMENTARY SCHOOL, 68 FEET SOUTH OF
 LV0238'THE CENTER LINE OF L STREET, 9.0 FEET NORTH OF THE CENTER OF THE
 LV0238'ENTRANCE, AND ABOUT LEVEL WITH THE TOP STEP.  ABOUT 0.65 MILE
 LV0238'NORTHWEST OF BENCH MARK Y 1086.
 LV0238
 LV0238                          STATION RECOVERY (1988)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0238'RECOVERED IN GOOD CONDITION.
 LV0238
 LV0238                          STATION RECOVERY (1992)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0238'IN FORTUNA, AT THE INTERSECTION OF L, 8TH AND 9TH STREETS, IN THE EAST
 LV0238'CONCRETE RAILING OF THE STEPS LEADING TO THE NORTH ENTRANCE TO AN
 LV0238'ELEMENTARY SCHOOL, 20.7 M (67.9 FT) SOUTH OF THE CENTERLINE OF L
 LV0238'STREET, 2.7 M (8.9 FT) NORTH OF THE CENTER OF THE ENTRANCE, MIDWAY
 LV0238'BETWEEN 8TH AND 9TH STREETS, AND LEVEL WITH THE TOP STEP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1287 ***********************************************************************
 LU1287  DESIGNATION -  K 101
 LU1287  PID         -  LU1287
 LU1287  STATE/COUNTY-  CA/HUMBOLDT
 LU1287  USGS QUAD   -  MIRANDA (1970)
 LU1287
 LU1287                         *CURRENT SURVEY CONTROL
 LU1287  ___________________________________________________________________
 LU1287* NAD 83(1986)-  40 14 35.     (N)    123 49 16.     (W)     SCALED    
 LU1287* NAVD 88     -        67.47   (+/-2cm)     221.4    (feet)  VERTCON   
 LU1287  ___________________________________________________________________
 LU1287  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1287  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1287
 LU1287.The horizontal coordinates were scaled from a topographic map and have
 LU1287.an estimated accuracy of +/- 6 seconds.
 LU1287.
 LU1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1287
 LU1287.The vertical order pertains to the NGVD 29 superseded value.
 LU1287
 LU1287.The geoid height was determined by GEOID09.
 LU1287
 LU1287;                    North         East    Units  Estimated Accuracy
 LU1287;SPC CA 1     -   602,620.    1,845,060.      MT  (+/- 180 meters Scaled)
 LU1287
 LU1287                          SUPERSEDED SURVEY CONTROL
 LU1287
 LU1287  NGVD 29 (??/??/92)   66.538  (m)          218.30   (f) ADJ UNCH    1 2
 LU1287
 LU1287.Superseded values are not recommended for survey control.
 LU1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1287.See file dsdata.txt to determine how the superseded data were derived.
 LU1287
 LU1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK301550(NAD 83)
 LU1287
 LU1287_MARKER: DB = BENCH MARK DISK
 LU1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1287_STAMPING: 217.926 K 101 1931
 LU1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1287+STABILITY: SURFACE MOTION
 LU1287
 LU1287  HISTORY     - Date     Condition        Report By
 LU1287  HISTORY     - 1931     MONUMENTED       CGS
 LU1287  HISTORY     - 1935     GOOD             CGS
 LU1287  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1287
 LU1287                          STATION DESCRIPTION
 LU1287
 LU1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1287'1 MI N FROM MIRANDA.
 LU1287'ABOUT 1 MILES NORTH ALONG REDWOOD HIGHWAY FROM MIRANDA, HUMBOLDT
 LU1287'COUNTY, 0.4 MILE NORTH OF SOUTH FORK UNION HIGH SCHOOL, IN
 LU1287'STEPHENS GROVE, 153 FEET SOUTHEAST OF THE INFORMATION OFFICE, 40
 LU1287'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH
 LU1287'OF A LARGE UPROOTED STUMP, AND ABOUT 8 FEET BELOW THE LEVEL OF
 LU1287'THE HIGHWAY.  A STANDARD DISK, STAMPED 217.926 K 101 1931 AND SET
 LU1287'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LU1287
 LU1287                          STATION RECOVERY (1967)
 LU1287
 LU1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1511 ***********************************************************************
 KT1511  DESIGNATION -  K 102
 KT1511  PID         -  KT1511
 KT1511  STATE/COUNTY-  CA/MENDOCINO
 KT1511  USGS QUAD   -  PIERCY (1994)
 KT1511
 KT1511                         *CURRENT SURVEY CONTROL
 KT1511  ___________________________________________________________________
 KT1511* NAD 83(1986)-  39 56 37.     (N)    123 46 50.     (W)     SCALED    
 KT1511* NAVD 88     -       246.959  (meters)     810.23   (feet)  ADJUSTED  
 KT1511  ___________________________________________________________________
 KT1511  GEOID HEIGHT-         -30.26  (meters)                     GEOID09
 KT1511  DYNAMIC HT  -         246.824 (meters)     809.79  (feet)  COMP
 KT1511  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 KT1511
 KT1511  VERT ORDER  -  FIRST     CLASS II
 KT1511
 KT1511.The horizontal coordinates were scaled from a topographic map and have
 KT1511.an estimated accuracy of +/- 6 seconds.
 KT1511.
 KT1511.The orthometric height was determined by differential leveling and
 KT1511.adjusted in June 1991.
 KT1511
 KT1511.The geoid height was determined by GEOID09.
 KT1511
 KT1511.The dynamic height is computed by dividing the NAVD 88
 KT1511.geopotential number by the normal gravity value computed on the
 KT1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1511.degrees latitude (g = 980.6199 gals.).
 KT1511
 KT1511.The modeled gravity was interpolated from observed gravity values.
 KT1511
 KT1511;                    North         East    Units  Estimated Accuracy
 KT1511;SPC CA 2     -   754,260.    1,847,830.      MT  (+/- 180 meters Scaled)
 KT1511
 KT1511                          SUPERSEDED SURVEY CONTROL
 KT1511
 KT1511  NGVD 29 (12/02/92)  246.043  (m)          807.23   (f) ADJUSTED    1 2
 KT1511
 KT1511.Superseded values are not recommended for survey control.
 KT1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1511.See file dsdata.txt to determine how the superseded data were derived.
 KT1511
 KT1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK333217(NAD 83)
 KT1511
 KT1511_MARKER: DB = BENCH MARK DISK
 KT1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1511_SP_SET: CONCRETE POST
 KT1511_STAMPING: K 102 1931
 KT1511_MARK LOGO: CADH  
 KT1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1511+STABILITY: SURFACE MOTION
 KT1511
 KT1511  HISTORY     - Date     Condition        Report By
 KT1511  HISTORY     - 1931     MONUMENTED       CADH
 KT1511  HISTORY     - 1967     GOOD             CGS
 KT1511  HISTORY     - 1972     GOOD             USGS
 KT1511  HISTORY     - 19880401 GOOD             NGS
 KT1511
 KT1511                          STATION DESCRIPTION
 KT1511
 KT1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1511'3.4 MI S FROM PIERCY.
 KT1511'3.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1511'AT PIERCY, AT REYNOLDS, 0.1 MILE SOUTH OF REYNOLDS CABINS AND GIFT
 KT1511'SHOP, ALONG A PORTION OF THE FORMER HIGHWAY NOW USED AS A
 KT1511'DRIVEWAY, 131 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32
 KT1511'FEET WEST OF THE CENTER LINE OF THE DRIVEWAY (FORMER HIGHWAY),
 KT1511'1.4 FEET EAST OF A SPLIT TIMBER FENCE, ABOUT 5 1/2 FEET LOWER
 KT1511'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT1511'0.5 FOOT ABOVE THE GROUND.
 KT1511
 KT1511                          STATION RECOVERY (1972)
 KT1511
 KT1511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1511'RECOVERED IN GOOD CONDITION.
 KT1511
 KT1511                          STATION RECOVERY (1988)
 KT1511
 KT1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1511'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.9 KM
 KT1511'(9.25 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT1511'STATE HIGHWAY 1 IN LEGGETT, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY
 KT1511'ALONG STATE HIGHWAY 271.  THENCE 56.3 M (184.7 FT) NORTH ALONG A
 KT1511'PAVED DRIVEWAY (OLD U.S. HIGHWAY 101), 40.4 M (132.5 FT)
 KT1511'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 31.0 M (101.7 FT)
 KT1511'NORTHWEST OF THE CENTER OF A PIPE GATE, 9.7 M (31.8 FT) WEST OF THE
 KT1511'CENTER OF THE DRIVEWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 KT1511'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND IN A CONCRETE
 KT1511'MONUMENT THAT PROJECTS 0.20 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0890 ***********************************************************************
 KT0890  DESIGNATION -  K 103
 KT0890  PID         -  KT0890
 KT0890  STATE/COUNTY-  CA/MENDOCINO
 KT0890  USGS QUAD   -  LAYTONVILLE (1994)
 KT0890
 KT0890                         *CURRENT SURVEY CONTROL
 KT0890  ___________________________________________________________________
 KT0890* NAD 83(1986)-  39 38 22.     (N)    123 28 13.     (W)     SCALED    
 KT0890* NAVD 88     -       521.66   (+/-2cm)    1711.5    (feet)  VERTCON   
 KT0890  ___________________________________________________________________
 KT0890  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0890  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0890
 KT0890.The horizontal coordinates were scaled from a topographic map and have
 KT0890.an estimated accuracy of +/- 6 seconds.
 KT0890.
 KT0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0890
 KT0890.The vertical order pertains to the NGVD 29 superseded value.
 KT0890
 KT0890.The geoid height was determined by GEOID09.
 KT0890
 KT0890;                    North         East    Units  Estimated Accuracy
 KT0890;SPC CA 2     -   720,020.    1,873,800.      MT  (+/- 180 meters Scaled)
 KT0890
 KT0890                          SUPERSEDED SURVEY CONTROL
 KT0890
 KT0890  NGVD 29 (??/??/92)  520.73   (m)         1708.4    (f) COMPUTED    1 2
 KT0890
 KT0890.Superseded values are not recommended for survey control.
 KT0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0890.See file dsdata.txt to determine how the superseded data were derived.
 KT0890
 KT0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ596878(NAD 83)
 KT0890
 KT0890_MARKER: DB = BENCH MARK DISK
 KT0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0890_STAMPING: K 103 1931 1708.330
 KT0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0890+STABILITY: SURFACE MOTION
 KT0890
 KT0890  HISTORY     - Date     Condition        Report By
 KT0890  HISTORY     - 1931     MONUMENTED       CGS
 KT0890  HISTORY     - 1967     GOOD             CGS
 KT0890
 KT0890                          STATION DESCRIPTION
 KT0890
 KT0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0890'3.5 MI S FROM LAYTONVILLE.
 KT0890'3.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0890'LAYTONVILLE, AT THE SOUTH EDGE OF A DRIVEWAY FOR A UNION 76
 KT0890'SERVICE STATION, 39 FEET EAST OF THE CENTER LINE OF THE
 KT0890'HIGHWAY, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KT0890'SERVICE STATION BUILDING, 5 FEET WEST OF AN 18-INCH PINE TREE,
 KT0890'1.6 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 KT0890'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KT0890'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1339 ***********************************************************************
 JT1339  DESIGNATION -  K 105
 JT1339  PID         -  JT1339
 JT1339  STATE/COUNTY-  CA/MENDOCINO
 JT1339  USGS QUAD   -  HOPLAND (1975)
 JT1339
 JT1339                         *CURRENT SURVEY CONTROL
 JT1339  ___________________________________________________________________
 JT1339* NAD 83(1986)-  38 57 36.     (N)    123 06 37.     (W)     SCALED    
 JT1339* NAVD 88     -       149.200  (meters)     489.50   (feet)  ADJUSTED  
 JT1339  ___________________________________________________________________
 JT1339  GEOID HEIGHT-         -30.25  (meters)                     GEOID09
 JT1339  DYNAMIC HT  -         149.109 (meters)     489.20  (feet)  COMP
 JT1339  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 JT1339
 JT1339  VERT ORDER  -  FIRST     CLASS II
 JT1339
 JT1339.The horizontal coordinates were scaled from a topographic map and have
 JT1339.an estimated accuracy of +/- 6 seconds.
 JT1339.
 JT1339.The orthometric height was determined by differential leveling and
 JT1339.adjusted in July 2002.
 JT1339
 JT1339.No vertical observational check was made to the station.
 JT1339
 JT1339.The geoid height was determined by GEOID09.
 JT1339
 JT1339.The dynamic height is computed by dividing the NAVD 88
 JT1339.geopotential number by the normal gravity value computed on the
 JT1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1339.degrees latitude (g = 980.6199 gals.).
 JT1339
 JT1339.The modeled gravity was interpolated from observed gravity values.
 JT1339
 JT1339;                    North         East    Units  Estimated Accuracy
 JT1339;SPC CA 2     -   644,160.    1,903,780.      MT  (+/- 180 meters Scaled)
 JT1339
 JT1339                          SUPERSEDED SURVEY CONTROL
 JT1339
 JT1339  NGVD 29 (??/??/92)  148.476  (m)          487.13   (f) ADJ UNCH    1 2
 JT1339
 JT1339.Superseded values are not recommended for survey control.
 JT1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1339.See file dsdata.txt to determine how the superseded data were derived.
 JT1339
 JT1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ904123(NAD 83)
 JT1339
 JT1339_MARKER: DB = BENCH MARK DISK
 JT1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1339_STAMPING: K 105 1932
 JT1339_MARK LOGO: CADT  
 JT1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1339+STABILITY: SURFACE MOTION
 JT1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT1339+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 JT1339
 JT1339  HISTORY     - Date     Condition        Report By
 JT1339  HISTORY     - 1932     MONUMENTED       CADH
 JT1339  HISTORY     - 1964     GOOD             CGS
 JT1339  HISTORY     - 1974     GOOD             NGS
 JT1339  HISTORY     - 20000421 GOOD             NGS
 JT1339  HISTORY     - 20070516 GOOD             GEOCAC
 JT1339
 JT1339                          STATION DESCRIPTION
 JT1339
 JT1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1339'1 MI S FROM HOPLAND.
 JT1339'1.0 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1339'FROM THE STATION AT HOPLAND, 1-1/4 POLES NORTHWEST OF MILEPOLE
 JT1339'99, 211 FEET SOUTH OF BENCH MARK RV 96 (NWPRR), 198 FEET
 JT1339'SOUTHEAST OF THE CENTERLINE OF A PRIVATE ROAD, 46.5 FEET SOUTHWEST
 JT1339'OF THE SOUTHWEST RAIL OF THE TRACK, 0.6 FOOT NORTHEAST OF
 JT1339'A FENCE LINE, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE
 JT1339'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 JT1339
 JT1339                          STATION RECOVERY (1974)
 JT1339
 JT1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JT1339'RECOVERED IN GOOD CONDITION.
 JT1339
 JT1339                          STATION RECOVERY (2000)
 JT1339
 JT1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 JT1339'1.4 KM (0.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 JT1339'STATE HIGHWAY 175 IN HOPLAND, 61.4 M (201.4 FT) SOUTH OF THE CENTER OF
 JT1339'A GRAVELED ROAD, 21.8 M (71.5 FT) EAST OF THE HIGHWAY CENTERLINE, 14.3
 JT1339'M (46.9 FT) WEST OF THE NEAR RAIL OF A RAILROAD, 1.3 M (4.3 FT) BELOW
 JT1339'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, 0.3 M (1.0
 JT1339'FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 JT1339'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY
 JT1339'RIGHT-OF-WAY.
 JT1339
 JT1339                          STATION RECOVERY (2007)
 JT1339
 JT1339'RECOVERY NOTE BY GEOCACHING 2007 (KRS)
 JT1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0771 ***********************************************************************
 JT0771  DESIGNATION -  K 107
 JT0771  PID         -  JT0771
 JT0771  STATE/COUNTY-  CA/SONOMA
 JT0771  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0771
 JT0771                         *CURRENT SURVEY CONTROL
 JT0771  ___________________________________________________________________
 JT0771* NAD 83(1986)-  38 13 21.     (N)    122 36 37.     (W)     SCALED    
 JT0771* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 JT0771  ___________________________________________________________________
 JT0771  GEOID HEIGHT-         -31.75  (meters)                     GEOID09
 JT0771  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0771
 JT0771.The horizontal coordinates were scaled from a topographic map and have
 JT0771.an estimated accuracy of +/- 6 seconds.
 JT0771.
 JT0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0771
 JT0771.The vertical order pertains to the NGVD 29 superseded value.
 JT0771
 JT0771.The geoid height was determined by GEOID09.
 JT0771
 JT0771;                    North         East    Units  Estimated Accuracy
 JT0771;SPC CA 2     -   561,880.    1,946,560.      MT  (+/- 180 meters Scaled)
 JT0771
 JT0771                          SUPERSEDED SURVEY CONTROL
 JT0771
 JT0771  NGVD 29 (??/??/92)    4.344  (m)           14.25   (f) ADJ UNCH    1 2
 JT0771
 JT0771.Superseded values are not recommended for survey control.
 JT0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0771.See file dsdata.txt to determine how the superseded data were derived.
 JT0771
 JT0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH341305(NAD 83)
 JT0771
 JT0771_MARKER: DD = SURVEY DISK
 JT0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0771_STAMPING: K 107 1932
 JT0771_MARK LOGO: CADH  
 JT0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0771+STABILITY: SURFACE MOTION
 JT0771
 JT0771  HISTORY     - Date     Condition        Report By
 JT0771  HISTORY     - 1932     MONUMENTED       CADH
 JT0771  HISTORY     - 1934     GOOD             CGS
 JT0771  HISTORY     - 1959     MARK NOT FOUND   CGS
 JT0771
 JT0771                          STATION DESCRIPTION
 JT0771
 JT0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0771'1.8 MI SE FROM PETALUMA.
 JT0771'1.8 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0771'FROM THE STATION AT PETALUMA, SONOMA COUNTY, 385 FEET SOUTHWEST
 JT0771'OF THE TRACK, ON U.S. HIGHWAY 101, 30 FEET SOUTH OF CULVERT
 JT0771'STATION 921+00, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JT0771'HIGHWAY, AND IN LINE WITH A RAIL FENCE AT THE SOUTH END OF A
 JT0771'LARGE BARN.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK,
 JT0771'STAMPED---K 107 1932---, AND SET IN THE TOP OF A CONCRETE POST.
 JT0771'NOTE-- THE HIGHWAY WAS WIDENED IN THIS LOCALITY IN 1954 AND THE
 JT0771'CALIFORNIA DIVISION OF HIGHWAYS REPORTS THAT THE MARK WAS
 JT0771'PROBABLY DESTROYED THEN.
 JT0771
 JT0771                          STATION RECOVERY (1959)
 JT0771
 JT0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0275 ***********************************************************************
 LV0275  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0275  DESIGNATION -  K 75
 LV0275  PID         -  LV0275
 LV0275  STATE/COUNTY-  CA/HUMBOLDT
 LV0275  USGS QUAD   -  EUREKA (1972)
 LV0275
 LV0275                         *CURRENT SURVEY CONTROL
 LV0275  ___________________________________________________________________
 LV0275* NAD 83(1986)-  40 46 47.     (N)    124 11 11.     (W)     SCALED    
 LV0275* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 LV0275  ___________________________________________________________________
 LV0275  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 LV0275  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0275
 LV0275.The horizontal coordinates were scaled from a topographic map and have
 LV0275.an estimated accuracy of +/- 6 seconds.
 LV0275.
 LV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0275
 LV0275.The vertical order pertains to the NGVD 29 superseded value.
 LV0275
 LV0275.This Tidal Bench Mark is designated as VM 8725
 LV0275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0275
 LV0275.The geoid height was determined by GEOID09.
 LV0275
 LV0275;                    North         East    Units  Estimated Accuracy
 LV0275;SPC CA 1     -   662,910.    1,815,480.      MT  (+/- 180 meters Scaled)
 LV0275
 LV0275                          SUPERSEDED SURVEY CONTROL
 LV0275
 LV0275  NGVD 29 (??/??/??)    4.741  (m)           15.55   (f) ADJUSTED    1 2
 LV0275
 LV0275.Superseded values are not recommended for survey control.
 LV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0275.See file dsdata.txt to determine how the superseded data were derived.
 LV0275
 LV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL998149(NAD 83)
 LV0275
 LV0275_MARKER: DB = BENCH MARK DISK
 LV0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0275_SP_SET: BUILDING
 LV0275_STAMPING: K 75 1931 15.157
 LV0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0275
 LV0275  HISTORY     - Date     Condition        Report By
 LV0275  HISTORY     - 1931     MONUMENTED       CGS
 LV0275  HISTORY     - 1967     GOOD             CGS
 LV0275  HISTORY     - 1982     GOOD             CADT
 LV0275  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LV0275
 LV0275                          STATION DESCRIPTION
 LV0275
 LV0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0275'AT EUREKA.
 LV0275'AT EUREKA, ALONG BROADWAY (U.S. HIGHWAY 101), 0.05 MILE NORTHEAST
 LV0275'OF THE JUNCTION OF HARRIS STREET, SET VERTICALLY IN THE SOUTHEAST
 LV0275'FACE OF A LARGE BRICK BUILDING (FORMER HUMBOLDT BREWING COMPANY
 LV0275'BUILDING), THE BUILDING IS NOW VACANT, ACROSS THE HIGHWAY FROM A
 LV0275'TURNOUT AND WATER FOUNTAIN, 69 FEET NORTHWEST OF THE CENTER LINE
 LV0275'OF THE NORTHWEST LANES OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE
 LV0275'EAST CORNER OF A LARGE STUCCO BUILDING AT 3164 BROADWAY, 2.0 FEET
 LV0275'NORTHEAST OF THE NORTHEAST EDGE OF A DRIVE-THROUGH DOOR OF THE
 LV0275'STUCCO BUILDING, 41 FEET NORTH-NORTHWEST OF LIGHT POLE 3198, AND
 LV0275'1.5 FEET ABOVE THE GROUND.
 LV0275
 LV0275                          STATION RECOVERY (1982)
 LV0275
 LV0275'RECOVERY NOTE BY CALTRANS 1982
 LV0275'RECOVERED IN GOOD CONDITION.
 LV0275
 LV0275                          STATION RECOVERY (1988)
 LV0275
 LV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0275'THERE IS A VACANT LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0235 ***********************************************************************
 LV0235  DESIGNATION -  L 100
 LV0235  PID         -  LV0235
 LV0235  STATE/COUNTY-  CA/HUMBOLDT
 LV0235  USGS QUAD   -  FORTUNA (1972)
 LV0235
 LV0235                         *CURRENT SURVEY CONTROL
 LV0235  ___________________________________________________________________
 LV0235* NAD 83(1986)-  40 34 03.86   (N)    124 08 50.34   (W)     HD_HELD1  
 LV0235* NAVD 88     -        15.893  (meters)      52.14   (feet)  ADJUSTED  
 LV0235  ___________________________________________________________________
 LV0235  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0235  DYNAMIC HT  -          15.885 (meters)      52.12  (feet)  COMP
 LV0235  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LV0235
 LV0235  VERT ORDER  -  FIRST     CLASS II
 LV0235
 LV0235.The horizontal coordinates were established by differentially corrected
 LV0235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0235.
 LV0235.The orthometric height was determined by differential leveling and
 LV0235.adjusted in December 1992.
 LV0235
 LV0235.The geoid height was determined by GEOID09.
 LV0235
 LV0235.The dynamic height is computed by dividing the NAVD 88
 LV0235.geopotential number by the normal gravity value computed on the
 LV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0235.degrees latitude (g = 980.6199 gals.).
 LV0235
 LV0235.The modeled gravity was interpolated from observed gravity values.
 LV0235
 LV0235;                    North         East    Units  Estimated Accuracy
 LV0235;SPC CA 1     -   639,292.7   1,818,195.4     MT  (+/- 3 meters HH1 GPS) 
 LV0235
 LV0235                          SUPERSEDED SURVEY CONTROL
 LV0235
 LV0235  NAVD 88 (06/15/91)   15.918  (m)           52.22   (f) UNKNOWN     1 2
 LV0235  NGVD 29 (12/02/92)   14.911  (m)           48.92   (f) ADJUSTED    1 2
 LV0235
 LV0235.Superseded values are not recommended for survey control.
 LV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0235.See file dsdata.txt to determine how the superseded data were derived.
 LV0235
 LV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0288091406(NAD 83)
 LV0235
 LV0235_MARKER: DB = BENCH MARK DISK
 LV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0235_SP_SET: CONCRETE POST
 LV0235_STAMPING: L 100 1931 48.510
 LV0235_MARK LOGO: CGS   
 LV0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0235+STABILITY: SURFACE MOTION
 LV0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0235+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0235
 LV0235  HISTORY     - Date     Condition        Report By
 LV0235  HISTORY     - 1931     MONUMENTED       CGS
 LV0235  HISTORY     - 1967     GOOD             CGS
 LV0235  HISTORY     - 19880224 GOOD             NGS
 LV0235  HISTORY     - 19920728 GOOD             NGS
 LV0235
 LV0235                          STATION DESCRIPTION
 LV0235
 LV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0235'2.6 MI S FROM FORTUNA.
 LV0235'2.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0235'FORTUNA, THENCE 0.1 MILE EAST ACROSS A FIELD, ALONG THE NORTHWESTERN
 LV0235'PACIFIC RAILROAD, 0.15 MILES SOUTHEAST OF BENCH MARK W 1086,
 LV0235'0.3 MILE NORTH OF THE JUNCTION OF DRAKE HILL ROAD EAST TO
 LV0235'ROHNERVILLE, BETWEEN FORMER U.S. HIGHWAY 101 AND THE RAILROAD,
 LV0235'27 FEET WEST OF THE CENTER LINE OF FORMER HIGHWAY, 27 FEET EAST OF
 LV0235'THE EAST RAIL OF THE MAIN TRACK (CENTER TRACK), 4 FEET NORTH
 LV0235'OF A 40-INCH PINE TREE, AND IN LINE WITH A ROW OF TREES, 1.0
 LV0235'FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY,
 LV0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LV0235'THE GROUND.
 LV0235
 LV0235                          STATION RECOVERY (1988)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0235'RECOVERED IN GOOD CONDITION.
 LV0235
 LV0235                          STATION RECOVERY (1992)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0235'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0235'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0235'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.5 KM
 LV0235'(0.30 MI) NORTHERLY ALONG EEL RIVER DRIVE, 8.2 M (26.9 FT) WEST OF
 LV0235'AND LEVEL WITH THE DRIVE CENTERLINE, 8.2 M (26.9 FT) EAST OF THE NEAR
 LV0235'RAIL OF THE MAIN TRACK, 3.3 M (10.8 FT) NORTH OF A 40-INCH PINE TREE,
 LV0235'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 LV0235'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1127 ***********************************************************************
 KT1127  DESIGNATION -  L 104
 KT1127  PID         -  KT1127
 KT1127  STATE/COUNTY-  CA/MENDOCINO
 KT1127  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1127
 KT1127                         *CURRENT SURVEY CONTROL
 KT1127  ___________________________________________________________________
 KT1127* NAD 83(1986)-  39 19 58.     (N)    123 17 58.     (W)     SCALED    
 KT1127* NAVD 88     -       577.90   (+/-2cm)    1896.0    (feet)  VERTCON   
 KT1127  ___________________________________________________________________
 KT1127  GEOID HEIGHT-         -29.77  (meters)                     GEOID09
 KT1127  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1127
 KT1127.The horizontal coordinates were scaled from a topographic map and have
 KT1127.an estimated accuracy of +/- 6 seconds.
 KT1127.
 KT1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1127
 KT1127.The vertical order pertains to the NGVD 29 superseded value.
 KT1127
 KT1127.The geoid height was determined by GEOID09.
 KT1127
 KT1127;                    North         East    Units  Estimated Accuracy
 KT1127;SPC CA 2     -   685,750.    1,887,980.      MT  (+/- 180 meters Scaled)
 KT1127
 KT1127                          SUPERSEDED SURVEY CONTROL
 KT1127
 KT1127  NGVD 29 (??/??/92)  576.961  (m)         1892.91   (f) ADJ UNCH    1 2
 KT1127
 KT1127.Superseded values are not recommended for survey control.
 KT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1127.See file dsdata.txt to determine how the superseded data were derived.
 KT1127
 KT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ741537(NAD 83)
 KT1127
 KT1127_MARKER: DB = BENCH MARK DISK
 KT1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1127_STAMPING: 1892.723 L 104 1932
 KT1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1127+STABILITY: SURFACE MOTION
 KT1127
 KT1127  HISTORY     - Date     Condition        Report By
 KT1127  HISTORY     - 1932     MONUMENTED       CGS
 KT1127  HISTORY     - 1965     GOOD             CGS
 KT1127  HISTORY     - 1971     GOOD
 KT1127
 KT1127                          STATION DESCRIPTION
 KT1127
 KT1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1127'8.2 MI S FROM WILLITS.
 KT1127'8.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1127'STATION AT WILLITS, 0.2 MILE SOUTH OF A PRIVATE ROAD CROSSING AT
 KT1127'RIDGE SIDING, 9-1/2 POLES NORTH OF MILEPOLE 131, 86 FEET SOUTH OF
 KT1127'THE CENTER OF A METAL GATE, 83.0 FEET WEST OF THE WEST RAIL OF
 KT1127'THE MAIN TRACK, 52.2 FEET WEST OF THE WEST RAIL OF A SPUR TRACK,
 KT1127'1.6 FEET WEST OF A FENCE LINE, ABOUT 2 FEET LOWER THAN THE MAIN
 KT1127'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 KT1127'ABOVE THE GROUND.
 KT1127
 KT1127                          STATION RECOVERY (1971)
 KT1127
 KT1127'RECOVERED 1971
 KT1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1342 ***********************************************************************
 JT1342  DESIGNATION -  L 105
 JT1342  PID         -  JT1342
 JT1342  STATE/COUNTY-  CA/MENDOCINO
 JT1342  USGS QUAD   -  HOPLAND (1975)
 JT1342
 JT1342                         *CURRENT SURVEY CONTROL
 JT1342  ___________________________________________________________________
 JT1342* NAD 83(1986)-  38 56 49.     (N)    123 05 26.     (W)     SCALED    
 JT1342* NAVD 88     -       147.379  (meters)     483.53   (feet)  ADJUSTED  
 JT1342  ___________________________________________________________________
 JT1342  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 JT1342  DYNAMIC HT  -         147.289 (meters)     483.23  (feet)  COMP
 JT1342  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JT1342
 JT1342  VERT ORDER  -  FIRST     CLASS II
 JT1342
 JT1342.The horizontal coordinates were scaled from a topographic map and have
 JT1342.an estimated accuracy of +/- 6 seconds.
 JT1342.
 JT1342.The orthometric height was determined by differential leveling and
 JT1342.adjusted in July 2002.
 JT1342
 JT1342.No vertical observational check was made to the station.
 JT1342
 JT1342.The geoid height was determined by GEOID09.
 JT1342
 JT1342.The dynamic height is computed by dividing the NAVD 88
 JT1342.geopotential number by the normal gravity value computed on the
 JT1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1342.degrees latitude (g = 980.6199 gals.).
 JT1342
 JT1342.The modeled gravity was interpolated from observed gravity values.
 JT1342
 JT1342;                    North         East    Units  Estimated Accuracy
 JT1342;SPC CA 2     -   642,690.    1,905,470.      MT  (+/- 180 meters Scaled)
 JT1342
 JT1342                          SUPERSEDED SURVEY CONTROL
 JT1342
 JT1342  NGVD 29 (??/??/92)  146.623  (m)          481.05   (f) ADJ UNCH    1 2
 JT1342
 JT1342.Superseded values are not recommended for survey control.
 JT1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1342.See file dsdata.txt to determine how the superseded data were derived.
 JT1342
 JT1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ921108(NAD 83)
 JT1342
 JT1342_MARKER: DB = BENCH MARK DISK
 JT1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1342_SP_SET: ABUTMENT
 JT1342_STAMPING: L 105 1932 480.914
 JT1342_MARK LOGO: CGS   
 JT1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT1342+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 JT1342
 JT1342  HISTORY     - Date     Condition        Report By
 JT1342  HISTORY     - 1932     MONUMENTED       CGS
 JT1342  HISTORY     - 1964     GOOD             CGS
 JT1342  HISTORY     - 20000421 GOOD             NGS
 JT1342
 JT1342                          STATION DESCRIPTION
 JT1342
 JT1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1342'2.5 MI S FROM HOPLAND.
 JT1342'2.5 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1342'FROM THE STATION AT HOPLAND, 17-1/2 POLES NORTHWEST OF MILEPOLE
 JT1342'97, AT SURVEY STATION 5070+43, OPPOSITE THE ROSE KNOLL RANCH,
 JT1342'AT RAILRAOD BRIDGE 97-E, IN THE TOP OF THE SOUTHEAST CONCRETE
 JT1342'ABUTMENT, 4.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JT1342'TRACK, 0.8 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE
 JT1342'ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 JT1342
 JT1342                          STATION RECOVERY (2000)
 JT1342
 JT1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 JT1342'0.1 KM (0.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 JT1342'STATE HIGHWAY 175 IN HOPLAND, THENCE 4.2 KM (2.60 MI) SOUTHERLY ALONG
 JT1342'MOUNTAIN HOUSE ROAD (COUNTY ROAD 111), THENCE 0.2 KM (0.10 MI)
 JT1342'EASTERLY ALONG A DRIVEWAY LEADING TO HOUSE NUMBER 16181 AND THEN A
 JT1342'TRACK ROAD, THENCE 0.05 KM (0.05 MI) SOUTHERLY ALONG THE NORTHWESTERN
 JT1342'PACIFIC RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE
 JT1342'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 JT1342'SPANNING A CREEK, 1.2 M (3.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M
 JT1342'(1.0 FT) BELOW THE LEVEL OF THE TRACKS.  NOTE--THE MONUMENT IS ON
 JT1342'PROPERTY OWNED BY THE NORTHWESTERN PACIFIC RAILROAD, 305 EAST PERKINS,
 JT1342'UKIAH, CA 95482, TELEPHONE (707) 462-2977.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1096 ***********************************************************************
 JT1096  DESIGNATION -  L 106
 JT1096  PID         -  JT1096
 JT1096  STATE/COUNTY-  CA/SONOMA
 JT1096  USGS QUAD   -  HEALDSBURG (1993)
 JT1096
 JT1096                         *CURRENT SURVEY CONTROL
 JT1096  ___________________________________________________________________
 JT1096* NAD 83(1986)-  38 35 03.     (N)    122 50 43.     (W)     SCALED    
 JT1096* NAVD 88     -        34.029  (meters)     111.64   (feet)  ADJUSTED  
 JT1096  ___________________________________________________________________
 JT1096  GEOID HEIGHT-         -31.19  (meters)                     GEOID09
 JT1096  DYNAMIC HT  -          34.009 (meters)     111.58  (feet)  COMP
 JT1096  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JT1096
 JT1096  VERT ORDER  -  FIRST     CLASS II
 JT1096
 JT1096.The horizontal coordinates were scaled from a topographic map and have
 JT1096.an estimated accuracy of +/- 6 seconds.
 JT1096.
 JT1096.The orthometric height was determined by differential leveling and
 JT1096.adjusted in June 1991.
 JT1096
 JT1096.The geoid height was determined by GEOID09.
 JT1096
 JT1096.The dynamic height is computed by dividing the NAVD 88
 JT1096.geopotential number by the normal gravity value computed on the
 JT1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1096.degrees latitude (g = 980.6199 gals.).
 JT1096
 JT1096.The modeled gravity was interpolated from observed gravity values.
 JT1096
 JT1096;                    North         East    Units  Estimated Accuracy
 JT1096;SPC CA 2     -   602,190.    1,926,360.      MT  (+/- 180 meters Scaled)
 JT1096
 JT1096                          SUPERSEDED SURVEY CONTROL
 JT1096
 JT1096  NGVD 29 (12/02/92)   33.160  (m)          108.79   (f) ADJUSTED    1 2
 JT1096
 JT1096.Superseded values are not recommended for survey control.
 JT1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1096.See file dsdata.txt to determine how the superseded data were derived.
 JT1096
 JT1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH134706(NAD 83)
 JT1096
 JT1096_MARKER: DB = BENCH MARK DISK
 JT1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1096_SP_SET: CONCRETE POST
 JT1096_STAMPING: L 106 1932 108.710
 JT1096_MARK LOGO: CGS   
 JT1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1096+STABILITY: SURFACE MOTION
 JT1096
 JT1096  HISTORY     - Date     Condition        Report By
 JT1096  HISTORY     - 1932     MONUMENTED       CGS
 JT1096  HISTORY     - 1960     GOOD             CGS
 JT1096  HISTORY     - 1985     GOOD             USPSQD
 JT1096  HISTORY     - 1987     GOOD             NGS
 JT1096
 JT1096                          STATION DESCRIPTION
 JT1096
 JT1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1096'2.1 MI S FROM HEALDSBURG.
 JT1096'2.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1096'FROM THE STATION AT HEALDSBURG, SONOMA COUNTY, 3 POLES SOUTH OF
 JT1096'MILEPOST 66, AT CROSSING 65-E, 33.7 FEET SOUTHWEST OF THE SOUTHWEST
 JT1096'RAIL OF THE TRACK, 24 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 JT1096'ROAD, 1.4 FOOT NORTHEAST OF A WOODEN WITNESS POST, ABOUT 2 FEET
 JT1096'HIGHER THAN THE TRACK, A STANDARD DISK SET IN THE TOP OF A
 JT1096'CONCRETE POST THAT PROJECTS 0.8 FOOT ABOVE THE GROUND.
 JT1096
 JT1096                          STATION RECOVERY (1985)
 JT1096
 JT1096'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1096'RECOVERED IN GOOD CONDITION.
 JT1096
 JT1096                          STATION RECOVERY (1987)
 JT1096
 JT1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0773 ***********************************************************************
 JT0773  DESIGNATION -  L 107
 JT0773  PID         -  JT0773
 JT0773  STATE/COUNTY-  CA/SONOMA
 JT0773  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0773
 JT0773                         *CURRENT SURVEY CONTROL
 JT0773  ___________________________________________________________________
 JT0773* NAD 83(1986)-  38 12 27.     (N)    122 35 10.     (W)     SCALED    
 JT0773* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 JT0773  ___________________________________________________________________
 JT0773  GEOID HEIGHT-         -31.77  (meters)                     GEOID09
 JT0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0773
 JT0773.The horizontal coordinates were scaled from a topographic map and have
 JT0773.an estimated accuracy of +/- 6 seconds.
 JT0773.
 JT0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0773
 JT0773.The vertical order pertains to the NGVD 29 superseded value.
 JT0773
 JT0773.The geoid height was determined by GEOID09.
 JT0773
 JT0773;                    North         East    Units  Estimated Accuracy
 JT0773;SPC CA 2     -   560,200.    1,948,670.      MT  (+/- 180 meters Scaled)
 JT0773
 JT0773                          SUPERSEDED SURVEY CONTROL
 JT0773
 JT0773  NGVD 29 (??/??/92)    2.847  (m)            9.34   (f) ADJ UNCH    1 2
 JT0773
 JT0773.Superseded values are not recommended for survey control.
 JT0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0773.See file dsdata.txt to determine how the superseded data were derived.
 JT0773
 JT0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH362289(NAD 83)
 JT0773
 JT0773_MARKER: DB = BENCH MARK DISK
 JT0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0773_STAMPING: 9.304 L 107 1932
 JT0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0773+STABILITY: SURFACE MOTION
 JT0773
 JT0773  HISTORY     - Date     Condition        Report By
 JT0773  HISTORY     - 1932     MONUMENTED       CGS
 JT0773  HISTORY     - 1934     GOOD             CGS
 JT0773  HISTORY     - 1959     GOOD             CGS
 JT0773  HISTORY     - 1986     GOOD             USPSQD
 JT0773
 JT0773                          STATION DESCRIPTION
 JT0773
 JT0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0773'3.5 MI S FROM PETALUMA.
 JT0773'3.5 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0773'STATION AT PETALUMA, SONOMA COUNTY, TWO POLES NORTH OF MILEPOST
 JT0773'35, AT A ROAD CROSSING (CROSSING 35-B), 15 FEET EAST OF THE
 JT0773'TRACK, AND 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 JT0773'STANDARD DISK, STAMPED 9.304 L 107 1932 AND SET IN THE TOP OF
 JT0773'A CONCRETE POST.
 JT0773
 JT0773                          STATION RECOVERY (1959)
 JT0773
 JT0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0773'RECOVERED IN GOOD CONDITION.
 JT0773
 JT0773                          STATION RECOVERY (1986)
 JT0773
 JT0773'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1065 ***********************************************************************
 HT1065  DESIGNATION -  L 108
 HT1065  PID         -  HT1065
 HT1065  STATE/COUNTY-  CA/MARIN
 HT1065  USGS QUAD   -  POINT BONITA (1993)
 HT1065
 HT1065                         *CURRENT SURVEY CONTROL
 HT1065  ___________________________________________________________________
 HT1065* NAD 83(1986)-  37 52 16.     (N)    122 30 11.     (W)     SCALED    
 HT1065* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 HT1065  ___________________________________________________________________
 HT1065  GEOID HEIGHT-         -32.46  (meters)                     GEOID09
 HT1065  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1065
 HT1065.The horizontal coordinates were scaled from a topographic map and have
 HT1065.an estimated accuracy of +/- 6 seconds.
 HT1065.
 HT1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1065
 HT1065.The vertical order pertains to the NGVD 29 superseded value.
 HT1065
 HT1065.The geoid height was determined by GEOID09.
 HT1065
 HT1065;                    North         East    Units  Estimated Accuracy
 HT1065;SPC CA 3     -   654,050.    1,823,790.      MT  (+/- 180 meters Scaled)
 HT1065
 HT1065                          SUPERSEDED SURVEY CONTROL
 HT1065
 HT1065  NGVD 29 (??/??/92)    3.285  (m)           10.78   (f) ADJ UNCH    1 2
 HT1065
 HT1065.Superseded values are not recommended for survey control.
 HT1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1065.See file dsdata.txt to determine how the superseded data were derived.
 HT1065
 HT1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG437916(NAD 83)
 HT1065
 HT1065_MARKER: DB = BENCH MARK DISK
 HT1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1065_STAMPING: L 108 1932 10.705
 HT1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1065+STABILITY: SURFACE MOTION
 HT1065
 HT1065  HISTORY     - Date     Condition        Report By
 HT1065  HISTORY     - 1932     MONUMENTED       CGS
 HT1065  HISTORY     - 1964     GOOD             CGS
 HT1065  HISTORY     - 1965     GOOD             CGS
 HT1065  HISTORY     - 19880920 MARK NOT FOUND   NGS
 HT1065
 HT1065                          STATION DESCRIPTION
 HT1065
 HT1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT1065'1.7 MI NW FROM SAUSALITO.
 HT1065'1.7 MILES NORTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 HT1065'TRACK FROM THE CITY HALL AT SAUSALITO, AT THE CROSSING OF GATE FIVE
 HT1065'ROAD, 240 FEET NORTHEAST OF THE CENTERLINE OF BRIDGEWAY STREET,
 HT1065'185 FEET NORTHEAST OF THE MAIN RAILROAD TRACK, 26 FEET SOUTH
 HT1065'OF THE CENTERLINE OF GATE FIVE ROAD, 10.9 FEET SOUTHWEST OF THE
 HT1065'SOUTHWEST RAIL OF A SPUR TRACK, 1.1 FEET NORTHEAST OF A WOODEN
 HT1065'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 HT1065'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HT1065
 HT1065                          STATION RECOVERY (1965)
 HT1065
 HT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT1065'RECOVERED IN GOOD CONDITION.
 HT1065
 HT1065                          STATION RECOVERY (1988)
 HT1065
 HT1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1065'THE DESCRIBED AREA IS NOW A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0513 ***********************************************************************
 HT0513  DESIGNATION -  L 109
 HT0513  PID         -  HT0513
 HT0513  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0513  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0513
 HT0513                         *CURRENT SURVEY CONTROL
 HT0513  ___________________________________________________________________
 HT0513* NAD 83(1986)-  37 43 10.     (N)    122 26 51.     (W)     SCALED    
 HT0513* NAVD 88     -        77.01   (+/-2cm)     252.7    (feet)  VERTCON   
 HT0513  ___________________________________________________________________
 HT0513  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT0513  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0513
 HT0513.The horizontal coordinates were scaled from a topographic map and have
 HT0513.an estimated accuracy of +/- 6 seconds.
 HT0513.
 HT0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0513
 HT0513.The vertical order pertains to the NGVD 29 superseded value.
 HT0513
 HT0513.The geoid height was determined by GEOID09.
 HT0513
 HT0513;                    North         East    Units  Estimated Accuracy
 HT0513;SPC CA 3     -   637,120.    1,828,320.      MT  (+/- 180 meters Scaled)
 HT0513
 HT0513                          SUPERSEDED SURVEY CONTROL
 HT0513
 HT0513  NGVD 29 (??/??/92)   76.15   (m)          249.8    (f) COMPUTED    1 2
 HT0513
 HT0513.Superseded values are not recommended for survey control.
 HT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0513.See file dsdata.txt to determine how the superseded data were derived.
 HT0513
 HT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG486748(NAD 83)
 HT0513
 HT0513_MARKER: DB = BENCH MARK DISK
 HT0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0513_SP_SET: CONCRETE RAILING
 HT0513_STAMPING: L 109 1932
 HT0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0513
 HT0513  HISTORY     - Date     Condition        Report By
 HT0513  HISTORY     - 1932     MONUMENTED       CGS
 HT0513  HISTORY     - 1952     GOOD             CGS
 HT0513  HISTORY     - 1964     MARK NOT FOUND   CGS
 HT0513
 HT0513                          STATION DESCRIPTION
 HT0513
 HT0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0513'AT SAN FRANCISCO.
 HT0513'AT SAN FRANCISCO, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 HT0513'OF SAN JOSE AND NIAGARA AVENUES, IN THE TOP OF THE NORTH END
 HT0513'OF THE WEST CONCRETE RAILING OF THE VIADUCT OVER THE SOUTHERN
 HT0513'PACIFIC COMPANY RAILROAD, 17.0 FEET SOUTH OF THE SOUTH CURB
 HT0513'OF NIAGARA AVENUE, 9.3 FEET WEST OF THE WEST CURB OF SAN JOSE
 HT0513'AVENUE, AND 3.3 FEET ABOVE THE SIDEWALK.
 HT0513
 HT0513                          STATION RECOVERY (1964)
 HT0513
 HT0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0232 ***********************************************************************
 LV0232  DESIGNATION -  M 100
 LV0232  PID         -  LV0232
 LV0232  STATE/COUNTY-  CA/HUMBOLDT
 LV0232  USGS QUAD   -  FORTUNA (1972)
 LV0232
 LV0232                         *CURRENT SURVEY CONTROL
 LV0232  ___________________________________________________________________
 LV0232* NAD 83(1986)-  40 32 50.     (N)    124 08 30.     (W)     SCALED    
 LV0232* NAVD 88     -        19.26   (+/-2cm)      63.2    (feet)  VERTCON   
 LV0232  ___________________________________________________________________
 LV0232  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0232  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0232
 LV0232.The horizontal coordinates were scaled from a topographic map and have
 LV0232.an estimated accuracy of +/- 6 seconds.
 LV0232.
 LV0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0232
 LV0232.The vertical order pertains to the NGVD 29 superseded value.
 LV0232
 LV0232.The geoid height was determined by GEOID09.
 LV0232
 LV0232;                    North         East    Units  Estimated Accuracy
 LV0232;SPC CA 1     -   637,000.    1,818,620.      MT  (+/- 180 meters Scaled)
 LV0232
 LV0232                          SUPERSEDED SURVEY CONTROL
 LV0232
 LV0232  NGVD 29 (??/??/??)   18.278  (m)           59.97   (f) ADJUSTED    1 2
 LV0232
 LV0232.Superseded values are not recommended for survey control.
 LV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0232.See file dsdata.txt to determine how the superseded data were derived.
 LV0232
 LV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK033891(NAD 83)
 LV0232
 LV0232_MARKER: DB = BENCH MARK DISK
 LV0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0232_STAMPING: 59.518 M 100 1931
 LV0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0232+STABILITY: SURFACE MOTION
 LV0232
 LV0232  HISTORY     - Date     Condition        Report By
 LV0232  HISTORY     - 1931     MONUMENTED       CGS
 LV0232  HISTORY     - 1939     GOOD             CGS
 LV0232  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0232
 LV0232                          STATION DESCRIPTION
 LV0232
 LV0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LV0232'AT ALTON.
 LV0232'AT ALTON, HUMBOLDT COUNTY, ON THE NORTHWESTERN PACIFIC RAILROAD,
 LV0232'100 FEET NORTH OF THE STATION, OPPOSITE THE GENERAL STORE AND
 LV0232'POST OFFICE, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LV0232'30 FEET NORTHEAST OF THE CENTERLINE OF THE STREET, AND 5 FEET
 LV0232'EAST OF A POLE.  A STANDARD DISK, STAMPED 59.518 M 100 1931
 LV0232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES ABOVE
 LV0232'GROUND.
 LV0232
 LV0232                          STATION RECOVERY (1967)
 LV0232
 LV0232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1282 ***********************************************************************
 LU1282  DESIGNATION -  M 101 CAHD
 LU1282  PID         -  LU1282
 LU1282  STATE/COUNTY-  CA/HUMBOLDT
 LU1282  USGS QUAD   -  MIRANDA (1970)
 LU1282
 LU1282                         *CURRENT SURVEY CONTROL
 LU1282  ___________________________________________________________________
 LU1282* NAD 83(1986)-  40 13 30.     (N)    123 49 19.     (W)     SCALED    
 LU1282* NAVD 88     -       114.58   (+/-2cm)     375.9    (feet)  VERTCON   
 LU1282  ___________________________________________________________________
 LU1282  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1282  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1282
 LU1282.The horizontal coordinates were scaled from a topographic map and have
 LU1282.an estimated accuracy of +/- 6 seconds.
 LU1282.
 LU1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1282
 LU1282.The vertical order pertains to the NGVD 29 superseded value.
 LU1282
 LU1282.The geoid height was determined by GEOID09.
 LU1282
 LU1282;                    North         East    Units  Estimated Accuracy
 LU1282;SPC CA 1     -   600,620.    1,844,950.      MT  (+/- 180 meters Scaled)
 LU1282
 LU1282                          SUPERSEDED SURVEY CONTROL
 LU1282
 LU1282  NGVD 29 (??/??/92)  113.65   (m)          372.9    (f) COMPUTED    1 2
 LU1282
 LU1282.Superseded values are not recommended for survey control.
 LU1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1282.See file dsdata.txt to determine how the superseded data were derived.
 LU1282
 LU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK300530(NAD 83)
 LU1282
 LU1282_MARKER: DD = SURVEY DISK
 LU1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1282_STAMPING: M 101 1931
 LU1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1282+STABILITY: SURFACE MOTION
 LU1282
 LU1282  HISTORY     - Date     Condition        Report By
 LU1282  HISTORY     - 1931     MONUMENTED       CADH
 LU1282  HISTORY     - 1942     GOOD             CGS
 LU1282  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1282
 LU1282                          STATION DESCRIPTION
 LU1282
 LU1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LU1282'0.8 MI S FROM MIRANDA.
 LU1282'0.8 MILE SOUTH ALONG REDWOOD HIGHWAY FROM THE SOUTH FORK UNION
 LU1282'HIGH SCHOOL AT MIRANDA, HUMBOLDT COUNTY, 150 FEET SOUTH OF
 LU1282'CULVERT NO. 765+20, 80 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LU1282'HIGHWAY, ON THE EDGE OF A WIDE FILL, AND NEAR A WHITE WOODEN
 LU1282'WITNESS POST.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK,
 LU1282'STAMPED M 101 1931 AND SET IN THE TOP OF A CONCRETE POST
 LU1282'PROJECTING 6 INCHES ABOVE THE GROUND.
 LU1282
 LU1282                          STATION RECOVERY (1967)
 LU1282
 LU1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1507 ***********************************************************************
 KT1507  DESIGNATION -  M 102
 KT1507  PID         -  KT1507
 KT1507  STATE/COUNTY-  CA/MENDOCINO
 KT1507  USGS QUAD   -  PIERCY (1994)
 KT1507
 KT1507                         *CURRENT SURVEY CONTROL
 KT1507  ___________________________________________________________________
 KT1507* NAD 83(1986)-  39 55 10.     (N)    123 45 55.     (W)     SCALED    
 KT1507* NAVD 88     -       265.079  (meters)     869.68   (feet)  ADJUSTED  
 KT1507  ___________________________________________________________________
 KT1507  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 KT1507  DYNAMIC HT  -         264.933 (meters)     869.20  (feet)  COMP
 KT1507  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KT1507
 KT1507  VERT ORDER  -  FIRST     CLASS II
 KT1507
 KT1507.The horizontal coordinates were scaled from a topographic map and have
 KT1507.an estimated accuracy of +/- 6 seconds.
 KT1507.
 KT1507.The orthometric height was determined by differential leveling and
 KT1507.adjusted in June 1991.
 KT1507
 KT1507.The geoid height was determined by GEOID09.
 KT1507
 KT1507.The dynamic height is computed by dividing the NAVD 88
 KT1507.geopotential number by the normal gravity value computed on the
 KT1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1507.degrees latitude (g = 980.6199 gals.).
 KT1507
 KT1507.The modeled gravity was interpolated from observed gravity values.
 KT1507
 KT1507;                    North         East    Units  Estimated Accuracy
 KT1507;SPC CA 2     -   751,550.    1,849,090.      MT  (+/- 180 meters Scaled)
 KT1507
 KT1507                          SUPERSEDED SURVEY CONTROL
 KT1507
 KT1507  NGVD 29 (12/02/92)  264.163  (m)          866.67   (f) ADJUSTED    1 2
 KT1507
 KT1507.Superseded values are not recommended for survey control.
 KT1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1507.See file dsdata.txt to determine how the superseded data were derived.
 KT1507
 KT1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK345190(NAD 83)
 KT1507
 KT1507_MARKER: DB = BENCH MARK DISK
 KT1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1507_SP_SET: CONCRETE POST
 KT1507_STAMPING: M 102 1931
 KT1507_MARK LOGO: CADH  
 KT1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1507+STABILITY: SURFACE MOTION
 KT1507
 KT1507  HISTORY     - Date     Condition        Report By
 KT1507  HISTORY     - 1931     MONUMENTED       CADH
 KT1507  HISTORY     - 1967     GOOD             CGS
 KT1507  HISTORY     - 1972     GOOD             USGS
 KT1507  HISTORY     - 19880404 GOOD             NGS
 KT1507
 KT1507                          STATION DESCRIPTION
 KT1507
 KT1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1507'5.9 MI S FROM PIERCY.
 KT1507'5.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1507'AT PIERCY, AT CONFUSION HILL, AT THE WEST END OF A SHORT TANGENT,
 KT1507'AT THE CREST OF A LONG WINDING GRADE, 50 FEET NORTH OF THE CENTER
 KT1507'LINE OF THE HIGHWAY, 225 FEET WEST OF THE CENTER OF THE WEST
 KT1507'ENTRANCE TO CONFUSION HILL, 165 FEET EAST OF THE CENTER OF THE
 KT1507'ENTRANCE TO CABANA HOLIDAY, 1.0 FOOT SOUTH OF A WITNESS POST,
 KT1507'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1507'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KT1507
 KT1507                          STATION RECOVERY (1972)
 KT1507
 KT1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1507'RECOVERED IN GOOD CONDITION.
 KT1507
 KT1507                          STATION RECOVERY (1988)
 KT1507
 KT1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1507'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM (6.75
 KT1507'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1507'HIGHWAY 1 IN LEGGETT.  NOTE--THE MEASUREMENT NORTH OF THE CENTERLINE
 KT1507'OF THE HIGHWAY WAS FOUND TO BE IN ERROR AND SHOULD READ 14.6 M (47.9
 KT1507'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1131 ***********************************************************************
 KT1131  DESIGNATION -  M 104
 KT1131  PID         -  KT1131
 KT1131  STATE/COUNTY-  CA/MENDOCINO
 KT1131  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1131
 KT1131                         *CURRENT SURVEY CONTROL
 KT1131  ___________________________________________________________________
 KT1131* NAD 83(1986)-  39 18 19.     (N)    123 17 43.     (W)     SCALED    
 KT1131* NAVD 88     -       480.30   (+/-2cm)    1575.8    (feet)  VERTCON   
 KT1131  ___________________________________________________________________
 KT1131  GEOID HEIGHT-         -29.85  (meters)                     GEOID09
 KT1131  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1131
 KT1131.The horizontal coordinates were scaled from a topographic map and have
 KT1131.an estimated accuracy of +/- 6 seconds.
 KT1131.
 KT1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1131
 KT1131.The vertical order pertains to the NGVD 29 superseded value.
 KT1131
 KT1131.The geoid height was determined by GEOID09.
 KT1131
 KT1131;                    North         East    Units  Estimated Accuracy
 KT1131;SPC CA 2     -   682,690.    1,888,290.      MT  (+/- 180 meters Scaled)
 KT1131
 KT1131                          SUPERSEDED SURVEY CONTROL
 KT1131
 KT1131  NGVD 29 (??/??/92)  479.386  (m)         1572.79   (f) ADJ UNCH    1 2
 KT1131
 KT1131.Superseded values are not recommended for survey control.
 KT1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1131.See file dsdata.txt to determine how the superseded data were derived.
 KT1131
 KT1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ745506(NAD 83)
 KT1131
 KT1131_MARKER: DB = BENCH MARK DISK
 KT1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1131_SP_SET: CULVERT
 KT1131_STAMPING: 1572.602 M 104 1932
 KT1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1131
 KT1131  HISTORY     - Date     Condition        Report By
 KT1131  HISTORY     - 1932     MONUMENTED       CGS
 KT1131  HISTORY     - 1965     GOOD             CGS
 KT1131
 KT1131                          STATION DESCRIPTION
 KT1131
 KT1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1131'10.4 MI S FROM WILLITS.
 KT1131'10.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1131'STATION AT WILLITS, 1-1/4 POLES NORTH OF MILEPOLE 129, IN THE TOP
 KT1131'OF THE NORTHEAST CONCRETE HEADWALL OF 24-INCH CONCRETE PIPE
 KT1131'CULVERT 129-A, 9.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KT1131'TRACK, 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL,
 KT1131'AND ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1345 ***********************************************************************
 JT1345  DESIGNATION -  M 105
 JT1345  PID         -  JT1345
 JT1345  STATE/COUNTY-  CA/MENDOCINO
 JT1345  USGS QUAD   -  HOPLAND (1975)
 JT1345
 JT1345                         *CURRENT SURVEY CONTROL
 JT1345  ___________________________________________________________________
 JT1345* NAD 83(1986)-  38 56 14.     (N)    123 04 52.     (W)     SCALED    
 JT1345* NAVD 88     -       147.472  (meters)     483.83   (feet)  ADJUSTED  
 JT1345  ___________________________________________________________________
 JT1345  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 JT1345  DYNAMIC HT  -         147.382 (meters)     483.54  (feet)  COMP
 JT1345  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JT1345
 JT1345  VERT ORDER  -  FIRST     CLASS II
 JT1345
 JT1345.The horizontal coordinates were scaled from a topographic map and have
 JT1345.an estimated accuracy of +/- 6 seconds.
 JT1345.
 JT1345.The orthometric height was determined by differential leveling and
 JT1345.adjusted in July 2002.
 JT1345
 JT1345.No vertical observational check was made to the station.
 JT1345
 JT1345.The geoid height was determined by GEOID09.
 JT1345
 JT1345.The dynamic height is computed by dividing the NAVD 88
 JT1345.geopotential number by the normal gravity value computed on the
 JT1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1345.degrees latitude (g = 980.6199 gals.).
 JT1345
 JT1345.The modeled gravity was interpolated from observed gravity values.
 JT1345
 JT1345;                    North         East    Units  Estimated Accuracy
 JT1345;SPC CA 2     -   641,600.    1,906,270.      MT  (+/- 180 meters Scaled)
 JT1345
 JT1345                          SUPERSEDED SURVEY CONTROL
 JT1345
 JT1345  NGVD 29 (??/??/92)  146.718  (m)          481.36   (f) ADJ UNCH    1 2
 JT1345
 JT1345.Superseded values are not recommended for survey control.
 JT1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1345.See file dsdata.txt to determine how the superseded data were derived.
 JT1345
 JT1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ929098(NAD 83)
 JT1345
 JT1345_MARKER: DB = BENCH MARK DISK
 JT1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1345_STAMPING: M 105 1932 481.226
 JT1345_MARK LOGO: CGS   
 JT1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1345+STABILITY: SURFACE MOTION
 JT1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT1345+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 JT1345
 JT1345  HISTORY     - Date     Condition        Report By
 JT1345  HISTORY     - 1932     MONUMENTED       CGS
 JT1345  HISTORY     - 1964     GOOD             CGS
 JT1345  HISTORY     - 20000421 GOOD             NGS
 JT1345
 JT1345                          STATION DESCRIPTION
 JT1345
 JT1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1345'3.4 MI S FROM HOPLAND.
 JT1345'3.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1345'FROM THE STATION AT HOPLAND, 19-1/2 POLES NORTHWEST OF MILEPOLE
 JT1345'96, ABOUT 300 FEET SOUTHEAST OF THE SITE OF THE FORMER STATION
 JT1345'AT FOUNTAIN, 96.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JT1345'TRACK AT A POINT 4 RAILS NORTHWEST OF CULVERT 96-F, AT A FENCE
 JT1345'CORNER, 2.0 FEET WEST OF THE NORTHWEST GATE POST OF A BOARD
 JT1345'GATE, 2.0 FEET NORTHWEST OF THE NORTHWEST FENCE LINE OF A LANE,
 JT1345'1.4 FEET SOUTHWEST OF A FENCE LINE, AND SET IN THE TOP OF A
 JT1345'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 JT1345
 JT1345                          STATION RECOVERY (2000)
 JT1345
 JT1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 JT1345'0.1 KM (0.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 JT1345'STATE HIGHWAY 175 IN HOPLAND, THENCE 5.7 KM (3.55 MI) SOUTHERLY ALONG
 JT1345'MOUNTAIN HOUSE ROAD (COUNTY ROAD 111), THENCE 0.3 KM (0.20 MI)
 JT1345'EASTERLY ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 JT1345'ALONG A TRACK ROAD, 29.5 M (96.8 FT) WEST OF THE NEAR RAIL OF THE
 JT1345'NORTHWESTERN PACIFIC RAILROAD, 20.3 M (66.6 FT) WEST OF THE CENTER OF
 JT1345'THE ROAD AND A GATE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M
 JT1345'(1.0 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 JT1345'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 JT1345'BOB BRADFORD, 19101 MOUNTAIN HOUSE ROAD, HOPLAND, CA.  95449.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1099 ***********************************************************************
 JT1099  DESIGNATION -  M 106
 JT1099  PID         -  JT1099
 JT1099  STATE/COUNTY-  CA/SONOMA
 JT1099  USGS QUAD   -  HEALDSBURG (1993)
 JT1099
 JT1099                         *CURRENT SURVEY CONTROL
 JT1099  ___________________________________________________________________
 JT1099* NAD 83(1986)-  38 34 25.     (N)    122 50 26.     (W)     SCALED    
 JT1099* NAVD 88     -        32.49   (+/-2cm)     106.6    (feet)  VERTCON   
 JT1099  ___________________________________________________________________
 JT1099  GEOID HEIGHT-         -31.21  (meters)                     GEOID09
 JT1099  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1099
 JT1099.The horizontal coordinates were scaled from a topographic map and have
 JT1099.an estimated accuracy of +/- 6 seconds.
 JT1099.
 JT1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1099
 JT1099.The vertical order pertains to the NGVD 29 superseded value.
 JT1099
 JT1099.The geoid height was determined by GEOID09.
 JT1099
 JT1099;                    North         East    Units  Estimated Accuracy
 JT1099;SPC CA 2     -   601,020.    1,926,760.      MT  (+/- 180 meters Scaled)
 JT1099
 JT1099                          SUPERSEDED SURVEY CONTROL
 JT1099
 JT1099  NGVD 29 (??/??/92)   31.625  (m)          103.76   (f) ADJ UNCH    1 2
 JT1099
 JT1099.Superseded values are not recommended for survey control.
 JT1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1099.See file dsdata.txt to determine how the superseded data were derived.
 JT1099
 JT1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH138694(NAD 83)
 JT1099
 JT1099_MARKER: DD = SURVEY DISK
 JT1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1099_STAMPING: M 106 1932
 JT1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1099+STABILITY: SURFACE MOTION
 JT1099
 JT1099  HISTORY     - Date     Condition        Report By
 JT1099  HISTORY     - 1932     MONUMENTED       CADH
 JT1099  HISTORY     - 1934     GOOD             CGS
 JT1099  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1099  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1099
 JT1099                          STATION DESCRIPTION
 JT1099
 JT1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1099'2.9 MI S FROM HEALDSBURG.
 JT1099'2.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1099'STATION AT HEALDSBURG, SONOMA COUNTY, 300 FEET NORTH OF A
 JT1099'HIGHWAY UNDERPASS, ONE POLE SOUTH OF MILEPOST 65, AND 25 FEET
 JT1099'WEST OF THE TRACK.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 JT1099'DISK, STAMPED M 106 1932 AND SET IN THE TOP OF A CONCRETE POST
 JT1099'PROJECTING 4 INCHES ABOVE GROUND.
 JT1099
 JT1099                          STATION RECOVERY (1960)
 JT1099
 JT1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1099'MARK NOT FOUND.
 JT1099
 JT1099                          STATION RECOVERY (1987)
 JT1099
 JT1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1099'THERE HAS BEEN PIPELINE CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0774 ***********************************************************************
 JT0774  DESIGNATION -  M 107
 JT0774  PID         -  JT0774
 JT0774  STATE/COUNTY-  CA/MARIN
 JT0774  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0774
 JT0774                         *CURRENT SURVEY CONTROL
 JT0774  ___________________________________________________________________
 JT0774* NAD 83(1986)-  38 10 42.     (N)    122 34 30.     (W)     SCALED    
 JT0774* NAVD 88     -         3.82   (+/-2cm)      12.5    (feet)  VERTCON   
 JT0774  ___________________________________________________________________
 JT0774  GEOID HEIGHT-         -31.82  (meters)                     GEOID09
 JT0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0774
 JT0774.The horizontal coordinates were scaled from a topographic map and have
 JT0774.an estimated accuracy of +/- 6 seconds.
 JT0774.
 JT0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0774
 JT0774.The vertical order pertains to the NGVD 29 superseded value.
 JT0774
 JT0774.The geoid height was determined by GEOID09.
 JT0774
 JT0774;                    North         East    Units  Estimated Accuracy
 JT0774;SPC CA 3     -   688,280.    1,818,210.      MT  (+/- 180 meters Scaled)
 JT0774
 JT0774                          SUPERSEDED SURVEY CONTROL
 JT0774
 JT0774  NGVD 29 (??/??/92)    2.992  (m)            9.82   (f) ADJ UNCH    1 2
 JT0774
 JT0774.Superseded values are not recommended for survey control.
 JT0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0774.See file dsdata.txt to determine how the superseded data were derived.
 JT0774
 JT0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH372256(NAD 83)
 JT0774
 JT0774_MARKER: DB = BENCH MARK DISK
 JT0774_SETTING: 66 = SET IN ROCK OUTCROP
 JT0774_SP_SET: ROCK OUTCROP
 JT0774_STAMPING: 9.787 M 107 1932
 JT0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0774+STABILITY: POSITION/ELEVATION WELL
 JT0774
 JT0774  HISTORY     - Date     Condition        Report By
 JT0774  HISTORY     - 1932     MONUMENTED       CGS
 JT0774  HISTORY     - 1934     GOOD             CGS
 JT0774  HISTORY     - 1960     GOOD             CGS
 JT0774
 JT0774                          STATION DESCRIPTION
 JT0774
 JT0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0774'5.7 MI S FROM PETALUMA.
 JT0774'IN MARIN COUNTY, 5.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC
 JT0774'RAILROAD FROM THE STATION AT PETALUMA, SONOMA COUNTY, 3 POLES
 JT0774'SOUTH OF MILEPOST 33, 75 FEET WEST OF THE TRACK, AT THE
 JT0774'NORTHWEST CORNER OF A LARGE WHITE ROCK OUTCROP ABOUT 20 FEET
 JT0774'HIGH, AND IN THE TOP OF A SMALL ROCK OUTCROP NEAR AN OAK TREE.
 JT0774'A STANDARD DISK, STAMPED 9.787 M 107 1932.  NOTE-- THE MARK IS
 JT0774'ALSO 13 FEET NORTHEAST OF A LONE 14-INCH OAK TREE, AND 1.6
 JT0774'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 JT0774
 JT0774                          STATION RECOVERY (1960)
 JT0774
 JT0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1071 ***********************************************************************
 HT1071  DESIGNATION -  M 108
 HT1071  PID         -  HT1071
 HT1071  STATE/COUNTY-  CA/MARIN
 HT1071  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1071
 HT1071                         *CURRENT SURVEY CONTROL
 HT1071  ___________________________________________________________________
 HT1071* NAD 83(1986)-  37 51 21.8    (N)    122 28 43.4    (W)     HD_HELD2  
 HT1071* NAVD 88     -         3.647  (meters)      11.97   (feet)  ADJUSTED  
 HT1071  ___________________________________________________________________
 HT1071  GEOID HEIGHT-         -32.47  (meters)                     GEOID09
 HT1071  DYNAMIC HT  -           3.645 (meters)      11.96  (feet)  COMP
 HT1071  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 HT1071
 HT1071  VERT ORDER  -  FIRST     CLASS II
 HT1071
 HT1071.The horizontal coordinates were established by autonomous hand held GPS
 HT1071.observations and have an estimated accuracy of +/- 10 meters.
 HT1071.
 HT1071.The orthometric height was determined by differential leveling and
 HT1071.adjusted in June 1991.
 HT1071
 HT1071.Photographs are available for this station.
 HT1071
 HT1071.The geoid height was determined by GEOID09.
 HT1071
 HT1071.The dynamic height is computed by dividing the NAVD 88
 HT1071.geopotential number by the normal gravity value computed on the
 HT1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1071.degrees latitude (g = 980.6199 gals.).
 HT1071
 HT1071.The modeled gravity was interpolated from observed gravity values.
 HT1071
 HT1071;                    North         East    Units  Estimated Accuracy
 HT1071;SPC CA 3     -   652,337.    1,825,890.      MT  (+/- 10 meters HH2 GPS)
 HT1071
 HT1071                          SUPERSEDED SURVEY CONTROL
 HT1071
 HT1071  NGVD 29 (10/21/93)    2.817  (m)            9.24   (f) ADJUSTED    1 2
 HT1071
 HT1071.Superseded values are not recommended for survey control.
 HT1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1071.See file dsdata.txt to determine how the superseded data were derived.
 HT1071
 HT1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4585689972(NAD 83)
 HT1071
 HT1071_MARKER: DB = BENCH MARK DISK
 HT1071_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT1071+WITH SETTING: PAVEMENT
 HT1071_SP_SET: CONCRETE SLAB
 HT1071_STAMPING: M 108 1932 9.222
 HT1071_MARK LOGO: CGS   
 HT1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1071+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 HT1071
 HT1071  HISTORY     - Date     Condition        Report By
 HT1071  HISTORY     - 1932     MONUMENTED       CGS
 HT1071  HISTORY     - 1964     GOOD             CGS
 HT1071  HISTORY     - 19880908 GOOD             NGS
 HT1071
 HT1071                          STATION DESCRIPTION
 HT1071
 HT1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT1071'AT SAUSALITO.
 HT1071'AT SAUSALITO, AT THE INTERSECTION OF PARK AVENUE AND EL PORTAL
 HT1071'STREET, 112 FEET NORTH ACROSS EL PORTAL STREET FROM THE ENTRANCE
 HT1071'TO THE CREATIVE ARTS STORE (FORMER POST OFFICE BUILDING), 101
 HT1071'FEET EAST OF AND ACROSS PARK AVENUE FROM THE NORTHEAST CORNER OF
 HT1071'THE CITY PARK, NEAR THE SOUTHEAST CORNER OF A PARKING AREA, 48
 HT1071'FEET NORTH OF THE CENTERLINE OF THE AVENUE, 34.5 FEET SOUTHWEST
 HT1071'OF THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE FERRY SLIP, 17.3
 HT1071'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SAUSALITO TAXI
 HT1071'STAND, IN THE TOP OF A CONCRETE SLAB (FORMERLY THE PLATFORM OF
 HT1071'THE NORTHWESTERN PACIFIC RAILROAD STATION), AND FLUSH WITH THE
 HT1071'SURROUNDING ASPHALTED PARKING AREA.
 HT1071
 HT1071                          STATION RECOVERY (1988)
 HT1071
 HT1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1071'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 HT1071'SAUSALITO, AT THE INTERSECTION OF PARK AND EL PORTAL STREETS, IN A
 HT1071'CONCRETE SLAB (COVERED WITH ASPHALT) OF AN ABANDONED PLATFORM OF THE
 HT1071'FORMER NORTHWESTERN PACIFIC RAILROAD, NEAR THE CENTER OF THE SOUTHEAST
 HT1071'END OF A PARKING LOT, 16.5 M (54.1 FT) NORTH OF THE EXTENDED CENTER OF
 HT1071'EL PORTAL STREET, 14.6 M (47.9 FT) NORTHEAST OF THE CENTER OF PARK
 HT1071'STREET, 11.8 M (38.7 FT) NORTH-NORTHWEST OF A WATER FOUNTAIN, AND
 HT1071'LEVEL WITH THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0515 ***********************************************************************
 HT0515  DESIGNATION -  M 109
 HT0515  PID         -  HT0515
 HT0515  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0515  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0515
 HT0515                         *CURRENT SURVEY CONTROL
 HT0515  ___________________________________________________________________
 HT0515* NAD 83(1986)-  37 42 40.02   (N)    122 27 22.20   (W)     HD_HELD1  
 HT0515* NAVD 88     -        91.52   (+/-2cm)     300.3    (feet)  VERTCON   
 HT0515  ___________________________________________________________________
 HT0515  GEOID HEIGHT-         -32.67  (meters)                     GEOID09
 HT0515  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0515
 HT0515.The horizontal coordinates were established by differentially corrected
 HT0515.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0515.
 HT0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0515
 HT0515.The vertical order pertains to the NGVD 29 superseded value.
 HT0515
 HT0515.Photographs are available for this station.
 HT0515
 HT0515.The geoid height was determined by GEOID09.
 HT0515
 HT0515;                    North         East    Units  Estimated Accuracy
 HT0515;SPC CA 3     -   636,213.2   1,827,538.0     MT  (+/- 3 meters HH1 GPS) 
 HT0515
 HT0515                          SUPERSEDED SURVEY CONTROL
 HT0515
 HT0515  NGVD 29 (??/??/92)   90.663  (m)          297.45   (f) ADJ UNCH    1 1
 HT0515
 HT0515.Superseded values are not recommended for survey control.
 HT0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0515.See file dsdata.txt to determine how the superseded data were derived.
 HT0515
 HT0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4793373902(NAD 83)
 HT0515
 HT0515_MARKER: DB = BENCH MARK DISK
 HT0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0515_SP_SET: SIDEWALK
 HT0515_STAMPING: M 109 1932
 HT0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0515
 HT0515  HISTORY     - Date     Condition        Report By
 HT0515  HISTORY     - 1932     MONUMENTED       CGS
 HT0515  HISTORY     - 1972     GOOD             NGS
 HT0515
 HT0515                          STATION DESCRIPTION
 HT0515
 HT0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT0515'AT SAN FRANCISCO.
 HT0515'AT THE JUNCTION OF SAN JOSE AVENUE-SAGAMORE STREET AND PLYMOUTH
 HT0515'AVENUE AT SAN FRANCISCO, 104.7 FEET NORTHEAST OF BENCH MARK R
 HT0515'1241, IN THE TOP OF THE NORTHWEST EDGE OF THE NORTHWEST SIDEWALK
 HT0515'OF SAN JOSE AVENUE, 0.2 FOOT SOUTHEAST OF THE SOUTHEAST FACE OF
 HT0515'A BRICK BUILDING FRONT THAT COVERS A PORTION OF THE DISK, 10.0
 HT0515'FEET NORTHWEST OF THE NORTHWEST CURB OF SAN JOSE AVENUE, 62 FEET
 HT0515'SOUTH OF THE SOUTH CURB LINE OF SAGAMORE STREET, 35 FEET WEST
 HT0515'OF THE EXTENDED CENTER LINE OF PLYMOUTH AVENUE, 0.5 FOOT NORTHEAST
 HT0515'OF THE SOUTH CORNER OF A BUILDING OCEAN VIEW INN, 102.5 FEET
 HT0515'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 HT0515'INTERSTATE HIGHWAY 280 BRIDGE OVER SAN JOSE AVENUE, AND FLUSH
 HT0515'WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1140 ***********************************************************************
 HT1140  DESIGNATION -  M 111
 HT1140  PID         -  HT1140
 HT1140  STATE/COUNTY-  CA/SANTA CLARA
 HT1140  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1140
 HT1140                         *CURRENT SURVEY CONTROL
 HT1140  ___________________________________________________________________
 HT1140* NAD 83(1986)-  37 23 38.     (N)    122 00 14.     (W)     SCALED    
 HT1140* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 HT1140  ___________________________________________________________________
 HT1140  GEOID HEIGHT-         -32.65  (meters)                     GEOID09
 HT1140  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1140
 HT1140.The horizontal coordinates were scaled from a topographic map and have
 HT1140.an estimated accuracy of +/- 6 seconds.
 HT1140.
 HT1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1140
 HT1140.The vertical order pertains to the NGVD 29 superseded value.
 HT1140
 HT1140.The geoid height was determined by GEOID09.
 HT1140
 HT1140;                    North         East    Units  Estimated Accuracy
 HT1140;SPC CA 3     -   600,270.    1,866,840.      MT  (+/- 180 meters Scaled)
 HT1140
 HT1140                          SUPERSEDED SURVEY CONTROL
 HT1140
 HT1140  NGVD 29 (??/??/92)    8.740  (m)           28.67   (f) ADJ UNCH    1 2
 HT1140
 HT1140.Superseded values are not recommended for survey control.
 HT1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1140.See file dsdata.txt to determine how the superseded data were derived.
 HT1140
 HT1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG881390(NAD 83)
 HT1140
 HT1140_MARKER: DB = BENCH MARK DISK
 HT1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1140_STAMPING: M 111 1932
 HT1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1140+STABILITY: SURFACE MOTION
 HT1140
 HT1140  HISTORY     - Date     Condition        Report By
 HT1140  HISTORY     - 1932     MONUMENTED       CGS
 HT1140  HISTORY     - 1954     GOOD             CGS
 HT1140  HISTORY     - 1960     MARK NOT FOUND   CGS
 HT1140
 HT1140                          STATION DESCRIPTION
 HT1140
 HT1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1140'2.1 MI N FROM LAWRENCE.
 HT1140'1.6 MILES NORTH ALONG LAWRENCE ROAD FROM THE JEFFERSON UNION
 HT1140'HIGH SCHOOL AT LAWRENCE, THENCE 0.5 MILE WEST ALONG BAYSHORE
 HT1140'HIGHWAY, 0.25 MILE EAST OF THE EL-RAY AUTO COURT, 54 FEET EAST
 HT1140'OF THE CENTER LINE OF THE EAST ONE OF TWO GRAVELED DRIVEWAYS
 HT1140'LEADING NORTH TO A FARMHOUSE, 36.4 FEET NORTH OF THE NORTH EDGE
 HT1140'OF THE HIGHWAY PAVEMENT, 5 FEET NORTHEAST OF A POWER LINE POLE,
 HT1140'1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 HT1140'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT1140'0.4 FOOT ABOVE THE GROUND.  NOTE-- PROBABLY DESTROYED BECAUSE
 HT1140'HOUSING IS NOW IN THE AREA.
 HT1140
 HT1140                          STATION RECOVERY (1960)
 HT1140
 HT1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HT1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0688 ***********************************************************************
 HT0688  DESIGNATION -  MENDELL
 HT0688  PID         -  HT0688
 HT0688  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0688  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0688
 HT0688                         *CURRENT SURVEY CONTROL
 HT0688  ___________________________________________________________________
 HT0688* NAD 83(1986)-  37 48 22.82   (N)    122 28 36.28   (W)     HD_HELD1  
 HT0688* NAVD 88     -        61.606  (meters)     202.12   (feet)  ADJUSTED  
 HT0688  ___________________________________________________________________
 HT0688  GEOID HEIGHT-         -32.57  (meters)                     GEOID09
 HT0688  DYNAMIC HT  -          61.566 (meters)     201.99  (feet)  COMP
 HT0688  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 HT0688
 HT0688  VERT ORDER  -  FIRST     CLASS I
 HT0688
 HT0688.The horizontal coordinates were established by differentially corrected
 HT0688.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0688.
 HT0688.The orthometric height was determined by differential leveling and
 HT0688.adjusted in June 1991.
 HT0688
 HT0688.Photographs are available for this station.
 HT0688
 HT0688.The geoid height was determined by GEOID09.
 HT0688
 HT0688.The dynamic height is computed by dividing the NAVD 88
 HT0688.geopotential number by the normal gravity value computed on the
 HT0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0688.degrees latitude (g = 980.6199 gals.).
 HT0688
 HT0688.The modeled gravity was interpolated from observed gravity values.
 HT0688
 HT0688;                    North         East    Units  Estimated Accuracy
 HT0688;SPC CA 3     -   646,817.1   1,825,947.3     MT  (+/- 3 meters HH1 GPS) 
 HT0688
 HT0688                          SUPERSEDED SURVEY CONTROL
 HT0688
 HT0688  USSD        -  37 48 24.10100(N)    122 28 33.56400(W) AD(       ) 3
 HT0688  NGVD 29 (??/??/??)   60.774  (m)          199.39   (f) ADJUSTED    1 1
 HT0688
 HT0688.Superseded values are not recommended for survey control.
 HT0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0688.See file dsdata.txt to determine how the superseded data were derived.
 HT0688
 HT0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4606184457(NAD 83)
 HT0688
 HT0688_MARKER: Z = SEE DESCRIPTION
 HT0688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT0688_SP_SET: PARAPET
 HT0688_STAMPING: USCGS MENDELL 1892 BM 202.261 FT
 HT0688_MARK LOGO: CGS   
 HT0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0688+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2009
 HT0688
 HT0688  HISTORY     - Date     Condition        Report By
 HT0688  HISTORY     - 1892     MONUMENTED       CGS
 HT0688  HISTORY     - 1952     GOOD             CGS
 HT0688  HISTORY     - 1969     GOOD             CGS
 HT0688  HISTORY     - 19880914 GOOD             NGS
 HT0688  HISTORY     - 20090705 GOOD             GEOCAC
 HT0688
 HT0688                          STATION DESCRIPTION
 HT0688
 HT0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0688'AT SAN FRANCISCO.
 HT0688'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, IN THE TOP
 HT0688'OF THE CONCRETE ON THE TOP OF THE PARAPET OF THE MARCUS MILLER
 HT0688'BATTERY, ABOUT 120 FEET SOUTH OF BENCH MARK T 108, 38.0 FEET
 HT0688'NORTH OF THE SOUTH END OF THE PARAPET, 14.5 FEET WEST OF THE
 HT0688'SOUTHWEST CORNER OF THE FIRE CONTROL POST, AND 1.3 FEET LOWER
 HT0688'THAN THE TOP, IN THE BOTTOM OF A SQUARE CONCRETE BOX WITH AN
 HT0688'IRON PLATE COVER.
 HT0688
 HT0688                          STATION RECOVERY (1969)
 HT0688
 HT0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0688'RECOVERED IN GOOD CONDITION.
 HT0688
 HT0688                          STATION RECOVERY (1988)
 HT0688
 HT0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0688'RECOVERED IN GOOD CONDITION.
 HT0688
 HT0688                          STATION RECOVERY (2009)
 HT0688
 HT0688'RECOVERY NOTE BY GEOCACHING 2009 (RM)
 HT0688'RECOVERED MARK IN GOOD CONDITION PER THE 1952 NGS DESCRIPTION.
 HT0688'STATION RECOVERED INSIDE A CONCRETE BOX MEASURING APPROXIMATELY 12
 HT0688'INCHES SQUARE AND
 HT0688'APPROXIMATELY 14 INCHES DEEP. MARK WAS FOUND COVERED BY ROCK AND DIRT
 HT0688'DEBRIS INSIDE OF
 HT0688'THE CONCRETE BOX.
 HT0688' 
 HT0688'PN-40 HANDHELD GPS COORDINATES N 37 48.380 W 122 28.604
 HT0688'DOP (EST) 2.0 AT TIME OF READINGS (1520 HRS)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1346 ***********************************************************************
 JT1346  DESIGNATION -  MM 105 CAHD
 JT1346  PID         -  JT1346
 JT1346  STATE/COUNTY-  CA/MENDOCINO
 JT1346  USGS QUAD   -  HOPLAND (1975)
 JT1346
 JT1346                         *CURRENT SURVEY CONTROL
 JT1346  ___________________________________________________________________
 JT1346* NAD 83(1986)-  38 56 19.     (N)    123 04 27.     (W)     SCALED    
 JT1346* NAVD 88     -       145.50   (+/-2cm)     477.4    (feet)  VERTCON   
 JT1346  ___________________________________________________________________
 JT1346  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 JT1346  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1346
 JT1346.The horizontal coordinates were scaled from a topographic map and have
 JT1346.an estimated accuracy of +/- 6 seconds.
 JT1346.
 JT1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1346
 JT1346.The vertical order pertains to the NGVD 29 superseded value.
 JT1346
 JT1346.The geoid height was determined by GEOID09.
 JT1346
 JT1346;                    North         East    Units  Estimated Accuracy
 JT1346;SPC CA 2     -   641,740.    1,906,880.      MT  (+/- 180 meters Scaled)
 JT1346
 JT1346                          SUPERSEDED SURVEY CONTROL
 JT1346
 JT1346  NGVD 29 (??/??/92)  144.634  (m)          474.52   (f) ADJ UNCH    1 2
 JT1346
 JT1346.Superseded values are not recommended for survey control.
 JT1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1346.See file dsdata.txt to determine how the superseded data were derived.
 JT1346
 JT1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ935099(NAD 83)
 JT1346
 JT1346_MARKER: DD = SURVEY DISK
 JT1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1346_STAMPING: MM 105 1932
 JT1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1346+STABILITY: SURFACE MOTION
 JT1346
 JT1346  HISTORY     - Date     Condition        Report By
 JT1346  HISTORY     - UNK      MONUMENTED       CADH
 JT1346  HISTORY     - 1970     GOOD             NGS
 JT1346
 JT1346                          STATION DESCRIPTION
 JT1346
 JT1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JT1346'4.1 MI S FROM HOPLAND.
 JT1346'4.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD OR
 JT1346'U.S. HIGHWAY 101 FROM THE STATION AT HOPLAND, ABOUT 0.1 MILE
 JT1346'EAST AND ACROSS THE RUSSIAN RIVER FROM THE TRACKS, BETWEEN
 JT1346'THE RIVER AND THE HIGHWAY, 156 FEET SOUTHWEST OF THE WEST
 JT1346'END OF A 18 INCH ROUND METAL CULVERT UNDER THE HIGHWAY, 150 FEET
 JT1346'NOTHWEST OF THE WEST END OF A 3 FOOT BOX CULVERT UNDER THE
 JT1346'HIGHWAY, ABOUT 15 FEET LOWER THAN A LARGE GRAVELED PARKING AREA OFF
 JT1346'THE HIGHWAY, JUST SOUTH OF A TRACK ROAD LEADING TO THE RIVER,
 JT1346'10 FEET NORTH OF A 2-FOOT OAK TREE, SET IN THE TOP OF A CONCRETE
 JT1346'POST AND ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0231 ***********************************************************************
 LV0231  DESIGNATION -  N 100
 LV0231  PID         -  LV0231
 LV0231  STATE/COUNTY-  CA/HUMBOLDT
 LV0231  USGS QUAD   -  FORTUNA (1972)
 LV0231
 LV0231                         *CURRENT SURVEY CONTROL
 LV0231  ___________________________________________________________________
 LV0231* NAD 83(1986)-  40 32 18.     (N)    124 08 45.     (W)     SCALED    
 LV0231* NAVD 88     -        20.091  (meters)      65.92   (feet)  ADJUSTED  
 LV0231  ___________________________________________________________________
 LV0231  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0231  DYNAMIC HT  -          20.081 (meters)      65.88  (feet)  COMP
 LV0231  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 LV0231
 LV0231  VERT ORDER  -  FIRST     CLASS II
 LV0231
 LV0231.The horizontal coordinates were scaled from a topographic map and have
 LV0231.an estimated accuracy of +/- 6 seconds.
 LV0231.
 LV0231.The orthometric height was determined by differential leveling and
 LV0231.adjusted in December 1992.
 LV0231
 LV0231.The geoid height was determined by GEOID09.
 LV0231
 LV0231.The dynamic height is computed by dividing the NAVD 88
 LV0231.geopotential number by the normal gravity value computed on the
 LV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0231.degrees latitude (g = 980.6199 gals.).
 LV0231
 LV0231.The modeled gravity was interpolated from observed gravity values.
 LV0231
 LV0231;                    North         East    Units  Estimated Accuracy
 LV0231;SPC CA 1     -   636,030.    1,818,240.      MT  (+/- 180 meters Scaled)
 LV0231
 LV0231                          SUPERSEDED SURVEY CONTROL
 LV0231
 LV0231  NAVD 88 (06/15/91)   20.127  (m)           66.03   (f) UNKNOWN     1 2
 LV0231  NGVD 29 (12/02/92)   19.111  (m)           62.70   (f) ADJUSTED    1 2
 LV0231
 LV0231.Superseded values are not recommended for survey control.
 LV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0231.See file dsdata.txt to determine how the superseded data were derived.
 LV0231
 LV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK029881(NAD 83)
 LV0231
 LV0231_MARKER: DB = BENCH MARK DISK
 LV0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0231_SP_SET: ABUTMENT
 LV0231_STAMPING: N 100 1931
 LV0231_MARK LOGO: CADH  
 LV0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0231+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0231
 LV0231  HISTORY     - Date     Condition        Report By
 LV0231  HISTORY     - 1931     MONUMENTED       CADH
 LV0231  HISTORY     - 1967     GOOD             CGS
 LV0231  HISTORY     - 19880224 GOOD             NGS
 LV0231  HISTORY     - 19920728 GOOD             NGS
 LV0231
 LV0231                          STATION DESCRIPTION
 LV0231
 LV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0231'4.3 MI N FROM RIO DELL.
 LV0231'4.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0231'RIO DELL, 4.55 MILES SOUTH OF FORTUNA, IN THE TOP OF THE NORTHEAST
 LV0231'END OF THE SOUTHEAST CONCRETE CURB OF CONCRETE BRIDGE OVER VAN
 LV0231'DUZEN RIVER, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST
 LV0231'LANES OF THE HIGHWAY, 0.2 FOOT NORTHEAST OF THE NORTHEAST END
 LV0231'OF THE SOUTHEAST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN
 LV0231'THE HIGHWAY.
 LV0231
 LV0231                          STATION RECOVERY (1988)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0231'RECOVERED IN GOOD CONDITION.
 LV0231
 LV0231                          STATION RECOVERY (1992)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0231'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0231'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0231'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE
 LV0231'SPANNING THE VAN DUZEN RIVER, 4.6 M (15.1 FT) SOUTHEAST OF THE CENTER
 LV0231'OF THE NORTHBOUND LANE OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE
 LV0231'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1136 ***********************************************************************
 KT1136  DESIGNATION -  N 104
 KT1136  PID         -  KT1136
 KT1136  STATE/COUNTY-  CA/MENDOCINO
 KT1136  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1136
 KT1136                         *CURRENT SURVEY CONTROL
 KT1136  ___________________________________________________________________
 KT1136* NAD 83(1986)-  39 17 22.     (N)    123 15 43.     (W)     SCALED    
 KT1136* NAVD 88     -       381.68   (+/-2cm)    1252.2    (feet)  VERTCON   
 KT1136  ___________________________________________________________________
 KT1136  GEOID HEIGHT-         -29.87  (meters)                     GEOID09
 KT1136  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1136
 KT1136.The horizontal coordinates were scaled from a topographic map and have
 KT1136.an estimated accuracy of +/- 6 seconds.
 KT1136.
 KT1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1136
 KT1136.The vertical order pertains to the NGVD 29 superseded value.
 KT1136
 KT1136.The geoid height was determined by GEOID09.
 KT1136
 KT1136;                    North         East    Units  Estimated Accuracy
 KT1136;SPC CA 2     -   680,890.    1,891,140.      MT  (+/- 180 meters Scaled)
 KT1136
 KT1136                          SUPERSEDED SURVEY CONTROL
 KT1136
 KT1136  NGVD 29 (??/??/92)  380.777  (m)         1249.27   (f) ADJ UNCH    1 2
 KT1136
 KT1136.Superseded values are not recommended for survey control.
 KT1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1136.See file dsdata.txt to determine how the superseded data were derived.
 KT1136
 KT1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ774489(NAD 83)
 KT1136
 KT1136_MARKER: DB = BENCH MARK DISK
 KT1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1136_SP_SET: CULVERT
 KT1136_STAMPING: 1249.085 N 104 1932
 KT1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1136
 KT1136  HISTORY     - Date     Condition        Report By
 KT1136  HISTORY     - 1932     MONUMENTED       CGS
 KT1136  HISTORY     - 1965     GOOD             CGS
 KT1136
 KT1136                          STATION DESCRIPTION
 KT1136
 KT1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1136'12.6 MI S FROM WILLITS.
 KT1136'12.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1136'STATION AT WILLITS, 12.9 MILES NORTH OF UKIAH, 36-1/2 POLES NORTH
 KT1136'OF MILEPOLE 126, AT SURVEY STATION 6612+90, IN THE TOP OF THE
 KT1136'NORTHEAST CONCRETE HEADWALL OF 24-INCH CONCRETE PIPE CULVERT
 KT1136'126-J, 8.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.9
 KT1136'FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT
 KT1136'2-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1350 ***********************************************************************
 JT1350  DESIGNATION -  N 105
 JT1350  PID         -  JT1350
 JT1350  STATE/COUNTY-  CA/MENDOCINO
 JT1350  USGS QUAD   -  HOPLAND (1975)
 JT1350
 JT1350                         *CURRENT SURVEY CONTROL
 JT1350  ___________________________________________________________________
 JT1350* NAD 83(1986)-  38 55 12.     (N)    123 03 39.     (W)     SCALED    
 JT1350* NAVD 88     -       146.10   (+/-2cm)     479.3    (feet)  VERTCON   
 JT1350  ___________________________________________________________________
 JT1350  GEOID HEIGHT-         -30.23  (meters)                     GEOID09
 JT1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1350
 JT1350.The horizontal coordinates were scaled from a topographic map and have
 JT1350.an estimated accuracy of +/- 6 seconds.
 JT1350.
 JT1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1350
 JT1350.The vertical order pertains to the NGVD 29 superseded value.
 JT1350
 JT1350.The geoid height was determined by GEOID09.
 JT1350
 JT1350;                    North         East    Units  Estimated Accuracy
 JT1350;SPC CA 2     -   639,660.    1,908,010.      MT  (+/- 180 meters Scaled)
 JT1350
 JT1350                          SUPERSEDED SURVEY CONTROL
 JT1350
 JT1350  NGVD 29 (??/??/92)  145.226  (m)          476.46   (f) ADJ UNCH    1 2
 JT1350
 JT1350.Superseded values are not recommended for survey control.
 JT1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1350.See file dsdata.txt to determine how the superseded data were derived.
 JT1350
 JT1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ947079(NAD 83)
 JT1350
 JT1350_MARKER: DB = BENCH MARK DISK
 JT1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1350_SP_SET: FOUNDATION WALL
 JT1350_STAMPING: 476.334 N 105 1932
 JT1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1350
 JT1350  HISTORY     - Date     Condition        Report By
 JT1350  HISTORY     - 1932     MONUMENTED       CGS
 JT1350  HISTORY     - 1964     GOOD             CGS
 JT1350  HISTORY     - 1971     GOOD             NGS
 JT1350  HISTORY     - 19870603 GOOD             USPSQD
 JT1350
 JT1350                          STATION DESCRIPTION
 JT1350
 JT1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1350'5.3 MI S FROM HOPLAND.
 JT1350'5.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1350'FROM THE STATION AT HOPLAND, 20-1/2 POLES NORTH OF MILEPOLE 94,
 JT1350'AT SURVEY STATION 4923+74, IN THE TOP OF THE WEST CONCRETE
 JT1350'FOUNDATION WALL AT THE SOUTH PORTAL OF TUNNEL 9, 7.9 FEET
 JT1350'WEST OF THE WEST RAIL OF THE TRACK, 1.4 FEET WEST OF THE EAST
 JT1350'SIDE OF THE FOUNDATION WALL, 0.8 FOOT NORTH OF THE SOUTH END
 JT1350'OF THE FOUNDATION WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.
 JT1350
 JT1350                          STATION RECOVERY (1971)
 JT1350
 JT1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1350'RECOVERED IN GOOD CONDITION.
 JT1350
 JT1350                          STATION RECOVERY (1987)
 JT1350
 JT1350'RECOVERY NOTE BY US POWER SQUADRON 1987 (EHS)
 JT1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1104 ***********************************************************************
 JT1104  DESIGNATION -  N 106
 JT1104  PID         -  JT1104
 JT1104  STATE/COUNTY-  CA/SONOMA
 JT1104  USGS QUAD   -  HEALDSBURG (1993)
 JT1104
 JT1104                         *CURRENT SURVEY CONTROL
 JT1104  ___________________________________________________________________
 JT1104* NAD 83(1986)-  38 32 51.     (N)    122 49 01.     (W)     SCALED    
 JT1104* NAVD 88     -        36.73   (+/-2cm)     120.5    (feet)  VERTCON   
 JT1104  ___________________________________________________________________
 JT1104  GEOID HEIGHT-         -31.26  (meters)                     GEOID09
 JT1104  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1104
 JT1104.The horizontal coordinates were scaled from a topographic map and have
 JT1104.an estimated accuracy of +/- 6 seconds.
 JT1104.
 JT1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1104
 JT1104.The vertical order pertains to the NGVD 29 superseded value.
 JT1104
 JT1104.The geoid height was determined by GEOID09.
 JT1104
 JT1104;                    North         East    Units  Estimated Accuracy
 JT1104;SPC CA 2     -   598,100.    1,928,790.      MT  (+/- 180 meters Scaled)
 JT1104
 JT1104                          SUPERSEDED SURVEY CONTROL
 JT1104
 JT1104  NGVD 29 (??/??/92)   35.860  (m)          117.65   (f) ADJ UNCH    1 2
 JT1104
 JT1104.Superseded values are not recommended for survey control.
 JT1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1104.See file dsdata.txt to determine how the superseded data were derived.
 JT1104
 JT1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH159665(NAD 83)
 JT1104
 JT1104_MARKER: DB = BENCH MARK DISK
 JT1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1104_STAMPING: 117.574 N 106 1932
 JT1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1104+STABILITY: SURFACE MOTION
 JT1104
 JT1104  HISTORY     - Date     Condition        Report By
 JT1104  HISTORY     - 1932     MONUMENTED       CGS
 JT1104  HISTORY     - 1964     GOOD             CGS
 JT1104  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT1104  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1104  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1104  HISTORY     - 20100717 MARK NOT FOUND   GEOCAC
 JT1104
 JT1104                          STATION DESCRIPTION
 JT1104
 JT1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1104'5.1 MI S FROM HEALDSBURG.
 JT1104'5.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1104'THE STATION AT HEALDSBURG, SONOMA COUNTY, ABOUT 300 FEET NORTH
 JT1104'OF THE STATION AT WINDSOR, TWO POLES SOUTH OF MILEPOST 63, 75
 JT1104'FEET NORTH OF THE CENTER OF A ROAD CROSSING (WINDSOR RIVER ROAD),
 JT1104'AND 25 FEET NORTH EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 JT1104'117.572 N 106 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JT1104'8 INCHES ABOVE GROUND.
 JT1104
 JT1104                          STATION RECOVERY (1985)
 JT1104
 JT1104'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1104'MARK NOT FOUND.
 JT1104
 JT1104                          STATION RECOVERY (1987)
 JT1104
 JT1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1104'THE STATION HAS BEEN REMOVED AND THE AREA DEVELOPED.
 JT1104
 JT1104                          STATION RECOVERY (1990)
 JT1104
 JT1104'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1104'MARK NOT FOUND.
 JT1104
 JT1104                          STATION RECOVERY (2010)
 JT1104
 JT1104'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1104'THE DESCRIPTION PLACES THIS MARK IN THE ROADWAY.  DISCUSSION WITH THE
 JT1104'LOCALS INDICATES THAT THE STATION AT WINDSOR WAS REMOVED AND A NEW
 JT1104'STATION BUILT AS A VISITOR CENTER.  THE NEW STATION IS NORTHWEST OF
 JT1104'THE INTERSECTION OF WINDSOR AND WINDSOR RIVER ROADS INSTEAD OF THE
 JT1104'DESCRIBED SOUTHWEST.  THE LOCAL HISTORIANS INDICATE THAT THE ROADS
 JT1104'HAVE BEEN IMPROVED OVER THE YEARS, WIDENED AND PAVED.
 JT1104'THIS DISCUSSION MATCHES THE FIELD OBSERVATION, WHICH PLACES THE
 JT1104'DESCRIBED LOCATION WITHIN THE PAVED AREA OF THE ROAD.  THIS STATION IS
 JT1104'LOST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0780 ***********************************************************************
 JT0780  DESIGNATION -  N 107 CAHD
 JT0780  PID         -  JT0780
 JT0780  STATE/COUNTY-  CA/MARIN
 JT0780  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0780
 JT0780                         *CURRENT SURVEY CONTROL
 JT0780  ___________________________________________________________________
 JT0780* NAD 83(1986)-  38 08 33.     (N)    122 33 50.     (W)     SCALED    
 JT0780* NAVD 88     -         3.89   (+/-2cm)      12.8    (feet)  VERTCON   
 JT0780  ___________________________________________________________________
 JT0780  GEOID HEIGHT-         -31.88  (meters)                     GEOID09
 JT0780  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0780
 JT0780.The horizontal coordinates were scaled from a topographic map and have
 JT0780.an estimated accuracy of +/- 6 seconds.
 JT0780.
 JT0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0780
 JT0780.The vertical order pertains to the NGVD 29 superseded value.
 JT0780
 JT0780.The geoid height was determined by GEOID09.
 JT0780
 JT0780;                    North         East    Units  Estimated Accuracy
 JT0780;SPC CA 3     -   684,280.    1,819,100.      MT  (+/- 180 meters Scaled)
 JT0780
 JT0780                          SUPERSEDED SURVEY CONTROL
 JT0780
 JT0780  NGVD 29 (??/??/92)    3.069  (m)           10.07   (f) ADJ UNCH    1 2
 JT0780
 JT0780.Superseded values are not recommended for survey control.
 JT0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0780.See file dsdata.txt to determine how the superseded data were derived.
 JT0780
 JT0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH382217(NAD 83)
 JT0780
 JT0780_MARKER: DB = BENCH MARK DISK
 JT0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0780_STAMPING: N 107
 JT0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0780+STABILITY: SURFACE MOTION
 JT0780
 JT0780  HISTORY     - Date     Condition        Report By
 JT0780  HISTORY     - UNK      MONUMENTED       CGS
 JT0780  HISTORY     - 1932     GOOD             CGS
 JT0780  HISTORY     - 1951     MARK NOT FOUND   CGS
 JT0780
 JT0780                          STATION DESCRIPTION
 JT0780
 JT0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JT0780'2.3 MI N FROM NOVATO.
 JT0780'2.3 MI NORTH OF NOVATO CONCRETE POST 45 FT. WEST OF CENTERLINE
 JT0780'OF HIGHWAY AT SOUTH END OF HIGHWAY CUT, AT POINT WHERE HIGHWAY
 JT0780'RUNS PARALLEL WITH RAILROAD NOTE-- PREVIOUSLY DESIGNATED N 107CSHD
 JT0780
 JT0780                          STATION RECOVERY (1951)
 JT0780
 JT0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 JT0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1296 ***********************************************************************
 HT1296  DESIGNATION -  N 110
 HT1296  PID         -  HT1296
 HT1296  STATE/COUNTY-  CA/SAN MATEO
 HT1296  USGS QUAD   -  PALO ALTO (1997)
 HT1296
 HT1296                         *CURRENT SURVEY CONTROL
 HT1296  ___________________________________________________________________
 HT1296* NAD 83(1986)-  37 28 45.     (N)    122 10 19.     (W)     SCALED    
 HT1296* NAVD 88     -         0.89   (+/-2cm)       2.9    (feet)  VERTCON   
 HT1296  ___________________________________________________________________
 HT1296  GEOID HEIGHT-         -32.60  (meters)                     GEOID09
 HT1296  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1296
 HT1296.The horizontal coordinates were scaled from a topographic map and have
 HT1296.an estimated accuracy of +/- 6 seconds.
 HT1296.
 HT1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1296
 HT1296.The vertical order pertains to the NGVD 29 superseded value.
 HT1296
 HT1296.The geoid height was determined by GEOID09.
 HT1296
 HT1296;                    North         East    Units  Estimated Accuracy
 HT1296;SPC CA 3     -   609,990.    1,852,130.      MT  (+/- 180 meters Scaled)
 HT1296
 HT1296                          SUPERSEDED SURVEY CONTROL
 HT1296
 HT1296  NGVD 29 (??/??/92)    0.06   (m)            0.2    (f) COMPUTED    1 2
 HT1296
 HT1296.Superseded values are not recommended for survey control.
 HT1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1296.See file dsdata.txt to determine how the superseded data were derived.
 HT1296
 HT1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG732483(NAD 83)
 HT1296
 HT1296_MARKER: DB = BENCH MARK DISK
 HT1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1296_SP_SET: ABUTMENT
 HT1296_STAMPING: N 110 1932
 HT1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1296+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2008
 HT1296
 HT1296  HISTORY     - Date     Condition        Report By
 HT1296  HISTORY     - 1932     MONUMENTED       CGS
 HT1296  HISTORY     - 1967     GOOD             CGS
 HT1296  HISTORY     - 20080419 GOOD             GEOCAC
 HT1296
 HT1296                          STATION DESCRIPTION
 HT1296
 HT1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HT1296'3.4 MI E FROM REDWOOD CITY.
 HT1296'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK AT
 HT1296'REDWOOD CITY, THENCE 0.75 MILE EAST ALONG VETERANS BOULEVARD,
 HT1296'THENCE 2.4 MILES EAST ALONG BAYSHORE FREEWAY, 2.1 MILES NORTHWEST
 HT1296'OF PALO ALTO, 0.55 MILE EAST OF MARSH ROAD OVERPASS, AT THE
 HT1296'SOUTHERN PACIFIC COMPANY RAILROAD OVERPASS, SET VERTICALLY IN
 HT1296'THE SOUTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 HT1296'OVERPASS AND NEAR THE NORTHWEST END, AND ABOUT 2 FEET HIGHER THAN
 HT1296'THE FREEWAY.
 HT1296
 HT1296                          STATION RECOVERY (2008)
 HT1296
 HT1296'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 HT1296'THE RAIL LINE IS NOW THE PROPERTY OF UNION PACIFIC. THE OVERPASS
 HT1296'PREVENTS RELIABLE GPS
 HT1296'RECEPTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0227 ***********************************************************************
 LV0227  DESIGNATION -  P 100
 LV0227  PID         -  LV0227
 LV0227  STATE/COUNTY-  CA/HUMBOLDT
 LV0227  USGS QUAD   -  FORTUNA (1972)
 LV0227
 LV0227                         *CURRENT SURVEY CONTROL
 LV0227  ___________________________________________________________________
 LV0227* NAD 83(1986)-  40 31 00.     (N)    124 08 03.     (W)     SCALED    
 LV0227* NAVD 88     -        23.81   (+/-2cm)      78.1    (feet)  VERTCON   
 LV0227  ___________________________________________________________________
 LV0227  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0227  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0227
 LV0227.The horizontal coordinates were scaled from a topographic map and have
 LV0227.an estimated accuracy of +/- 6 seconds.
 LV0227.
 LV0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0227
 LV0227.The vertical order pertains to the NGVD 29 superseded value.
 LV0227
 LV0227.The geoid height was determined by GEOID09.
 LV0227
 LV0227;                    North         East    Units  Estimated Accuracy
 LV0227;SPC CA 1     -   633,600.    1,819,170.      MT  (+/- 180 meters Scaled)
 LV0227
 LV0227                          SUPERSEDED SURVEY CONTROL
 LV0227
 LV0227  NGVD 29 (??/??/??)   22.832  (m)           74.91   (f) ADJUSTED    1 2
 LV0227
 LV0227.Superseded values are not recommended for survey control.
 LV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0227.See file dsdata.txt to determine how the superseded data were derived.
 LV0227
 LV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK039857(NAD 83)
 LV0227
 LV0227_MARKER: DB = BENCH MARK DISK
 LV0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0227_STAMPING: 74.462 P 100 1931
 LV0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0227+STABILITY: SURFACE MOTION
 LV0227
 LV0227  HISTORY     - Date     Condition        Report By
 LV0227  HISTORY     - 1931     MONUMENTED       CGS
 LV0227  HISTORY     - 1935     GOOD             CGS
 LV0227  HISTORY     - 1973     MARK NOT FOUND   USGS
 LV0227
 LV0227                          STATION DESCRIPTION
 LV0227
 LV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0227'2.8 MI S FROM ALTON.
 LV0227'2.8 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM ALTON
 LV0227'HUMBOLDT COUNTY, IN FRONT OF A BROWN RANCHHOUSE, 27 FEET SOUTHWEST
 LV0227'OF THE TRACK, 27 FEET NORTHEAST OF THE CENTERLINE OF REDWOOD HIGHWAY,
 LV0227'AND 15 FEET EAST OF A ROAD CROSSING.  A STANDARD DISK, STAMPED
 LV0227'74.462 P 100 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LV0227'8 INCHES ABOVE GROUND.
 LV0227
 LV0227                          STATION RECOVERY (1973)
 LV0227
 LV0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LV0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1276 ***********************************************************************
 LU1276  DESIGNATION -  P 101
 LU1276  PID         -  LU1276
 LU1276  STATE/COUNTY-  CA/HUMBOLDT
 LU1276  USGS QUAD   -  MIRANDA (1970)
 LU1276
 LU1276                         *CURRENT SURVEY CONTROL
 LU1276  ___________________________________________________________________
 LU1276* NAD 83(1986)-  40 13 13.     (N)    123 47 07.     (W)     SCALED    
 LU1276* NAVD 88     -        74.752  (meters)     245.25   (feet)  ADJUSTED  
 LU1276  ___________________________________________________________________
 LU1276  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1276  DYNAMIC HT  -          74.710 (meters)     245.11  (feet)  COMP
 LU1276  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 LU1276
 LU1276  VERT ORDER  -  FIRST     CLASS II
 LU1276
 LU1276.The horizontal coordinates were scaled from a topographic map and have
 LU1276.an estimated accuracy of +/- 6 seconds.
 LU1276.
 LU1276.The orthometric height was determined by differential leveling and
 LU1276.adjusted in June 1991.
 LU1276
 LU1276.The geoid height was determined by GEOID09.
 LU1276
 LU1276.The dynamic height is computed by dividing the NAVD 88
 LU1276.geopotential number by the normal gravity value computed on the
 LU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1276.degrees latitude (g = 980.6199 gals.).
 LU1276
 LU1276.The modeled gravity was interpolated from observed gravity values.
 LU1276
 LU1276;                    North         East    Units  Estimated Accuracy
 LU1276;SPC CA 1     -   600,030.    1,848,060.      MT  (+/- 180 meters Scaled)
 LU1276
 LU1276                          SUPERSEDED SURVEY CONTROL
 LU1276
 LU1276  NGVD 29 (12/02/92)   73.832  (m)          242.23   (f) ADJUSTED    1 2
 LU1276
 LU1276.Superseded values are not recommended for survey control.
 LU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1276.See file dsdata.txt to determine how the superseded data were derived.
 LU1276
 LU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK331525(NAD 83)
 LU1276
 LU1276_MARKER: DB = BENCH MARK DISK
 LU1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1276_SP_SET: CONCRETE POST
 LU1276_STAMPING: P 101 1931
 LU1276_MARK LOGO: CADH  
 LU1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1276+STABILITY: SURFACE MOTION
 LU1276
 LU1276  HISTORY     - Date     Condition        Report By
 LU1276  HISTORY     - 1931     MONUMENTED       CADH
 LU1276  HISTORY     - 1967     GOOD             CGS
 LU1276  HISTORY     - 19880328 GOOD             NGS
 LU1276  HISTORY     - 19920729 MARK NOT FOUND   NGS
 LU1276
 LU1276                          STATION DESCRIPTION
 LU1276
 LU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1276'3.2 MI S FROM MIRANDA.
 LU1276'3.2 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1276'HIGH SCHOOL AT MIRANDA, 0.1 MILE NORTH OF A WASH, AT THE JUNCTION
 LU1276'OF THE NORTH END OF A NARROW PAVED ROAD THROUGH THE RED WOODS,
 LU1276'AT THE CROSSING OF A POWER LINE, ABOUT 58 YARDS SOUTHEAST OF
 LU1276'THE CENTER OF THE JUNCTION, 92 FEET SOUTHEAST OF A POWER POLE, 54
 LU1276'FEET SOUTHEAST OF THE SOUTHEAST END OF THE HEAD WALL OF CULVERT
 LU1276'B 569+79 UNDER THE NARROW PAVED ROAD, 46 FEET NORTHEAST OF THE
 LU1276'CENTER LINE OF THE ROAD, 4 FEET EAST OF A 24-INCH WHITE OAK
 LU1276'TREE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LU1276'AVENUE AND ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU1276'0.2 FOOT ABOVE THE GROUND.
 LU1276
 LU1276                          STATION RECOVERY (1988)
 LU1276
 LU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1276'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1276'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1276'GARBERVILLE, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG THE AVENUE OF
 LU1276'THE GIANTS.
 LU1276
 LU1276                          STATION RECOVERY (1992)
 LU1276
 LU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1276'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1502 ***********************************************************************
 KT1502  DESIGNATION -  P 102
 KT1502  PID         -  KT1502
 KT1502  STATE/COUNTY-  CA/MENDOCINO
 KT1502  USGS QUAD   -  PIERCY (1994)
 KT1502
 KT1502                         *CURRENT SURVEY CONTROL
 KT1502  ___________________________________________________________________
 KT1502* NAD 83(1986)-  39 53 55.     (N)    123 45 04.     (W)     SCALED    
 KT1502* NAVD 88     -       203.88   (+/-2cm)     668.9    (feet)  VERTCON   
 KT1502  ___________________________________________________________________
 KT1502  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 KT1502  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1502
 KT1502.The horizontal coordinates were scaled from a topographic map and have
 KT1502.an estimated accuracy of +/- 6 seconds.
 KT1502.
 KT1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1502
 KT1502.The vertical order pertains to the NGVD 29 superseded value.
 KT1502
 KT1502.The geoid height was determined by GEOID09.
 KT1502
 KT1502;                    North         East    Units  Estimated Accuracy
 KT1502;SPC CA 2     -   749,210.    1,850,250.      MT  (+/- 180 meters Scaled)
 KT1502
 KT1502                          SUPERSEDED SURVEY CONTROL
 KT1502
 KT1502  NGVD 29 (??/??/92)  202.964  (m)          665.89   (f) ADJ UNCH    1 2
 KT1502
 KT1502.Superseded values are not recommended for survey control.
 KT1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1502.See file dsdata.txt to determine how the superseded data were derived.
 KT1502
 KT1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK357167(NAD 83)
 KT1502
 KT1502_MARKER: DB = BENCH MARK DISK
 KT1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1502_STAMPING: P 102 1931 666.098
 KT1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1502+STABILITY: SURFACE MOTION
 KT1502
 KT1502  HISTORY     - Date     Condition        Report By
 KT1502  HISTORY     - 1931     MONUMENTED       CGS
 KT1502  HISTORY     - 1967     GOOD             CGS
 KT1502  HISTORY     - 1969     POOR             USGS
 KT1502  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1502
 KT1502                          STATION DESCRIPTION
 KT1502
 KT1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1502'4.1 MI N FROM LEGGETT.
 KT1502'4.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1502'AT LEGGETT, AT LANE REDWOOD FLAT ALSO KNOW AS FRANK AND BESS
 KT1502'SMITHE REDWOOD GROVE, 83 FEET SOUTHWEST OF THE CENTER LINE OF
 KT1502'THE HIGHWAY, 114 FEET SOUTHEAST OF THE EAST CORNER OF THE REST
 KT1502'ROOMS BUILDING, 12 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK
 KT1502'THROUGH REDWOOD TREE, 3.0 FEET NORTHEAST OF A WATER FOUNTAIN,
 KT1502'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1502'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KT1502
 KT1502                          STATION RECOVERY (1969)
 KT1502
 KT1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KT1502'MARK RECOVERED IN POOR CONDITION.
 KT1502
 KT1502                          STATION RECOVERY (1988)
 KT1502
 KT1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0876 ***********************************************************************
 KT0876  DESIGNATION -  P 103
 KT0876  PID         -  KT0876
 KT0876  STATE/COUNTY-  CA/MENDOCINO
 KT0876  USGS QUAD   -  LONGVALE (1994)
 KT0876
 KT0876                         *CURRENT SURVEY CONTROL
 KT0876  ___________________________________________________________________
 KT0876* NAD 83(1986)-  39 33 47.     (N)    123 25 55.     (W)     SCALED    
 KT0876* NAVD 88     -       375.31   (+/-2cm)    1231.3    (feet)  VERTCON   
 KT0876  ___________________________________________________________________
 KT0876  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0876  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0876
 KT0876.The horizontal coordinates were scaled from a topographic map and have
 KT0876.an estimated accuracy of +/- 6 seconds.
 KT0876.
 KT0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0876
 KT0876.The vertical order pertains to the NGVD 29 superseded value.
 KT0876
 KT0876.The geoid height was determined by GEOID09.
 KT0876
 KT0876;                    North         East    Units  Estimated Accuracy
 KT0876;SPC CA 2     -   711,480.    1,876,960.      MT  (+/- 180 meters Scaled)
 KT0876
 KT0876                          SUPERSEDED SURVEY CONTROL
 KT0876
 KT0876  NGVD 29 (??/??/92)  374.373  (m)         1228.26   (f) ADJ UNCH    1 2
 KT0876
 KT0876.Superseded values are not recommended for survey control.
 KT0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0876.See file dsdata.txt to determine how the superseded data were derived.
 KT0876
 KT0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ628793(NAD 83)
 KT0876
 KT0876_MARKER: DB = BENCH MARK DISK
 KT0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0876_STAMPING: P 103 1931 1228.190
 KT0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0876+STABILITY: SURFACE MOTION
 KT0876
 KT0876  HISTORY     - Date     Condition        Report By
 KT0876  HISTORY     - 1931     MONUMENTED       CGS
 KT0876  HISTORY     - 1967     GOOD             CGS
 KT0876
 KT0876                          STATION DESCRIPTION
 KT0876
 KT0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0876'0.8 MI N FROM LONGVALE.
 KT0876'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0876'DOS RIOS ROAD AT LONGVALE, THENCE 0.1 MILE EAST ALONG THE OLD
 KT0876'PORTION OF U.S. HIGHWAY 101, 39 FEET NORTHEAST OF THE CENTER
 KT0876'LINE OF THE HIGHWAY, 83 FEET NORTHEAST OF THE NORTH CORNER OF
 KT0876'A BUILDING, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET
 KT0876'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT0876'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE
 KT0876'POST IS CHIPPED BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1139 ***********************************************************************
 KT1139  DESIGNATION -  P 104
 KT1139  PID         -  KT1139
 KT1139  STATE/COUNTY-  CA/MENDOCINO
 KT1139  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1139
 KT1139                         *CURRENT SURVEY CONTROL
 KT1139  ___________________________________________________________________
 KT1139* NAD 83(1986)-  39 16 53.     (N)    123 14 37.     (W)     SCALED    
 KT1139* NAVD 88     -       304.24   (+/-2cm)     998.2    (feet)  VERTCON   
 KT1139  ___________________________________________________________________
 KT1139  GEOID HEIGHT-         -29.88  (meters)                     GEOID09
 KT1139  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1139
 KT1139.The horizontal coordinates were scaled from a topographic map and have
 KT1139.an estimated accuracy of +/- 6 seconds.
 KT1139.
 KT1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1139
 KT1139.The vertical order pertains to the NGVD 29 superseded value.
 KT1139
 KT1139.The geoid height was determined by GEOID09.
 KT1139
 KT1139;                    North         East    Units  Estimated Accuracy
 KT1139;SPC CA 2     -   679,980.    1,892,710.      MT  (+/- 180 meters Scaled)
 KT1139
 KT1139                          SUPERSEDED SURVEY CONTROL
 KT1139
 KT1139  NGVD 29 (??/??/92)  303.342  (m)          995.21   (f) ADJ UNCH    1 2
 KT1139
 KT1139.Superseded values are not recommended for survey control.
 KT1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1139.See file dsdata.txt to determine how the superseded data were derived.
 KT1139
 KT1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ789480(NAD 83)
 KT1139
 KT1139_MARKER: DB = BENCH MARK DISK
 KT1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1139_SP_SET: CULVERT
 KT1139_STAMPING: 995.037 P 104 1932
 KT1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1139
 KT1139  HISTORY     - Date     Condition        Report By
 KT1139  HISTORY     - 1932     MONUMENTED       CGS
 KT1139  HISTORY     - 1965     GOOD             CGS
 KT1139
 KT1139                          STATION DESCRIPTION
 KT1139
 KT1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1139'11.1 MI N FROM UKIAH.
 KT1139'11.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1139'STATION AT UKIAH, 1.1 MILES NORTH OF LAUGHLIN SIDING, 6-3/4 POLES
 KT1139'NORTH OF MILEPOLE 125, AT SURVEY STATION 6522+85, IN THE TOP OF THE
 KT1139'EAST CONCRETE HEADWALL OF 24-INCH CONCRETE PIPE CULVERT 125-B,
 KT1139'12.8 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.1 FEET SOUTH OF
 KT1139'THE SOUTH END OF THE HEADWALL, AND ABOUT 4-1/2 FEET LOWER THAN
 KT1139'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0787 ***********************************************************************
 JT0787  DESIGNATION -  P 107 CAHD
 JT0787  PID         -  JT0787
 JT0787  STATE/COUNTY-  CA/MARIN
 JT0787  USGS QUAD   -  NOVATO (1980)
 JT0787
 JT0787                         *CURRENT SURVEY CONTROL
 JT0787  ___________________________________________________________________
 JT0787* NAD 83(1986)-  38 06 57.     (N)    122 34 00.     (W)     SCALED    
 JT0787* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 JT0787  ___________________________________________________________________
 JT0787  GEOID HEIGHT-         -31.93  (meters)                     GEOID09
 JT0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0787
 JT0787.The horizontal coordinates were scaled from a topographic map and have
 JT0787.an estimated accuracy of +/- 6 seconds.
 JT0787.
 JT0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0787
 JT0787.The vertical order pertains to the NGVD 29 superseded value.
 JT0787
 JT0787.The geoid height was determined by GEOID09.
 JT0787
 JT0787;                    North         East    Units  Estimated Accuracy
 JT0787;SPC CA 3     -   681,330.    1,818,790.      MT  (+/- 180 meters Scaled)
 JT0787
 JT0787                          SUPERSEDED SURVEY CONTROL
 JT0787
 JT0787  NGVD 29 (??/??/92)    2.058  (m)            6.75   (f) ADJ UNCH    1 2
 JT0787
 JT0787.Superseded values are not recommended for survey control.
 JT0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0787.See file dsdata.txt to determine how the superseded data were derived.
 JT0787
 JT0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH379187(NAD 83)
 JT0787
 JT0787_MARKER: DD = SURVEY DISK
 JT0787_SETTING: 0 = UNSPECIFIED SETTING
 JT0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0787
 JT0787  HISTORY     - Date     Condition        Report By
 JT0787  HISTORY     - UNK      MONUMENTED       CADH
 JT0787  HISTORY     - 1951     MARK NOT FOUND   CGS
 JT0787
 JT0787                          STATION DESCRIPTION
 JT0787
 JT0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0787'0.8 MI N FROM NOVATO.
 JT0787'A THOROUGH SEARCH FOR THIS MARK WAS MADE BUT IT WAS NOT RECOVERED.
 JT0787'U.S. HIGHWAY 101 HAS BEEN EXPANDED TO A FOUR-LAND STRETCH AT THIS
 JT0787'POINT SINCE THE LEVELING OVER OF THIS MARK WAS COMPLETED, AND
 JT0787'NEW REACHES WEST ABOUT 125 FEET FROM THE CENTER LINE OF THE
 JT0787'NORTHBOUND TRAFFIC LANE (THE ORIGINAL HIGHWAY BEFORE ENLARGING TO
 JT0787'FOUR LANES).  A MEASUREMENT OF 45 FEET FROM THE CENTER LINE
 JT0787'AS DESCRIBED IN OLD DESCRIPTIONS REACHES TO A POINT IN THE
 JT0787'TRAFFIC ISLAND BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES.
 JT0787'THE MARK WAS THEREFORE OBVIOUSLY DESTROYED OR COVERED DURING
 JT0787'THE CONSTRUCTION OF THE NEW LANES.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1794 ***********************************************************************
 HT1794  DESIGNATION -  P 108
 HT1794  PID         -  HT1794
 HT1794  STATE/COUNTY-  CA/MARIN
 HT1794  USGS QUAD   -  SAN RAFAEL (1995)
 HT1794
 HT1794                         *CURRENT SURVEY CONTROL
 HT1794  ___________________________________________________________________
 HT1794* NAD 83(1986)-  37 52 42.     (N)    122 30 58.     (W)     SCALED    
 HT1794* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 HT1794  ___________________________________________________________________
 HT1794  GEOID HEIGHT-         -32.45  (meters)                     GEOID09
 HT1794  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1794
 HT1794.The horizontal coordinates were scaled from a topographic map and have
 HT1794.an estimated accuracy of +/- 6 seconds.
 HT1794.
 HT1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1794
 HT1794.The vertical order pertains to the NGVD 29 superseded value.
 HT1794
 HT1794.The geoid height was determined by GEOID09.
 HT1794
 HT1794;                    North         East    Units  Estimated Accuracy
 HT1794;SPC CA 3     -   654,880.    1,822,650.      MT  (+/- 180 meters Scaled)
 HT1794
 HT1794                          SUPERSEDED SURVEY CONTROL
 HT1794
 HT1794  NGVD 29 (??/??/92)    3.433  (m)           11.26   (f) ADJ UNCH    1 2
 HT1794
 HT1794.Superseded values are not recommended for survey control.
 HT1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1794.See file dsdata.txt to determine how the superseded data were derived.
 HT1794
 HT1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG425924(NAD 83)
 HT1794
 HT1794_MARKER: DD = SURVEY DISK
 HT1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1794_STAMPING: P 108 1932
 HT1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1794+STABILITY: SURFACE MOTION
 HT1794
 HT1794  HISTORY     - Date     Condition        Report By
 HT1794  HISTORY     - 1932     MONUMENTED       CADH
 HT1794  HISTORY     - 1959     GOOD             CGS
 HT1794  HISTORY     - 1964     GOOD             CGS
 HT1794  HISTORY     - 1986     GOOD             USPSQD
 HT1794  HISTORY     - 19880920 MARK NOT FOUND   NGS
 HT1794
 HT1794                          STATION DESCRIPTION
 HT1794
 HT1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HT1794'1.7 MI SE FROM MILL VALLEY.
 HT1794'0.9 MI S ALONG ALMONTE BOULEVARD FROM TAMALPAIS HIGH SCHOOL IN
 HT1794'MILL VALLEY, THENCE 0.8 MI SE ALONG STATE HIGHWAY 1, ABOUT 180
 HT1794'YARDS SW OF THE NORTHWESTERN PACIFIC RAILROAD TRACK, ABOUT 100
 HT1794'YARDS SW OF U.S. HIGHWAY 101, ABOUT 70 YARDS SSW OF THE SW CORNER
 HT1794'OF THE STATE HIGHWAY 1 WEST-BOUND OFF-RAMP OF RICHARDSON BAY BRIDGE
 HT1794'27-10, 35.7 FT SSW OF THE CENTERLINE OF THE SAN FRANCISCO-BOUND
 HT1794'LANE OF STATE HIGHWAY 1, 24.9 FT N OF THE E CORNER OF THE
 HT1794'RESTAURANT NAMED THE BUCKEYE, 16.5 FT WNW OF A LONE, 48-INCH TREE,
 HT1794'A CALIFORNIA DIVISION OF HIGHWAYS DISK SET IN THE TOP OF A CONCRETE
 HT1794'POST 1.5 FT BELOW THE GROUND AND BENEATH AN 8-INCH SQUARE CONCRETE
 HT1794'BOX WITH A PROTECTIVE IRON COVER THAT IS FLUSH WITH THE ASPHALT
 HT1794'PAVING IN THE PARKING AREA AROUND IT.
 HT1794
 HT1794                          STATION RECOVERY (1964)
 HT1794
 HT1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1794'RECOVERED IN GOOD CONDITION.
 HT1794
 HT1794                          STATION RECOVERY (1986)
 HT1794
 HT1794'RECOVERY NOTE BY US POWER SQUADRON 1986 (AJM)
 HT1794'RECOVERED IN GOOD CONDITION.
 HT1794
 HT1794                          STATION RECOVERY (1988)
 HT1794
 HT1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0523 ***********************************************************************
 HT0523  DESIGNATION -  P 109
 HT0523  PID         -  HT0523
 HT0523  STATE/COUNTY-  CA/SAN MATEO
 HT0523  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0523
 HT0523                         *CURRENT SURVEY CONTROL
 HT0523  ___________________________________________________________________
 HT0523* NAD 83(1986)-  37 40 56.     (N)    122 27 46.     (W)     SCALED    
 HT0523* NAVD 88     -        46.89   (+/-2cm)     153.8    (feet)  VERTCON   
 HT0523  ___________________________________________________________________
 HT0523  GEOID HEIGHT-         -32.72  (meters)                     GEOID09
 HT0523  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0523
 HT0523.The horizontal coordinates were scaled from a topographic map and have
 HT0523.an estimated accuracy of +/- 6 seconds.
 HT0523.
 HT0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0523
 HT0523.The vertical order pertains to the NGVD 29 superseded value.
 HT0523
 HT0523.The geoid height was determined by GEOID09.
 HT0523
 HT0523;                    North         East    Units  Estimated Accuracy
 HT0523;SPC CA 3     -   633,020.    1,826,890.      MT  (+/- 180 meters Scaled)
 HT0523
 HT0523                          SUPERSEDED SURVEY CONTROL
 HT0523
 HT0523  NGVD 29 (??/??/92)   46.037  (m)          151.04   (f) ADJ UNCH    1 2
 HT0523
 HT0523.Superseded values are not recommended for survey control.
 HT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0523.See file dsdata.txt to determine how the superseded data were derived.
 HT0523
 HT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG473706(NAD 83)
 HT0523
 HT0523_MARKER: DB = BENCH MARK DISK
 HT0523_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT0523_SP_SET: BRIDGE ABUTMENT
 HT0523_STAMPING: P 109 1932
 HT0523_MARK LOGO: CGS   
 HT0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0523
 HT0523  HISTORY     - Date     Condition        Report By
 HT0523  HISTORY     - 1932     MONUMENTED       CGS
 HT0523  HISTORY     - 1952     GOOD             CGS
 HT0523  HISTORY     - 1962     GOOD             CGS
 HT0523  HISTORY     - 1986     GOOD             NGS
 HT0523
 HT0523                          STATION DESCRIPTION
 HT0523
 HT0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0523'0.5 MI SE FROM COLMA.
 HT0523'0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HT0523'THE STATION AT COLMA, AT THE OVERPASS CROSSING OVER U.S. HIGHWAY
 HT0523'101, IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE
 HT0523'ABUTMENT AND JUST OUTSIDE THE HAND RAIL, 9 1/4 RAILS SOUTHEAST
 HT0523'OF MILE POST 9, 6.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 HT0523'ABOUT LEVEL WITH THE TRACK.
 HT0523
 HT0523                          STATION RECOVERY (1962)
 HT0523
 HT0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HT0523'RECOVERED IN GOOD CONDITION.
 HT0523
 HT0523                          STATION RECOVERY (1986)
 HT0523
 HT0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0523'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN COLMA, AT THE
 HT0523'JUNCTION OF EL CAMINO REAL (STATE HIGHWAY 82) AND F STREET, IN TOP OF
 HT0523'THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT FOR A RAILROAD
 HT0523'BRIDGE THAT HAS BEEN REMOVED FROM THE EAST SIDE OF THE HIGHWAY, JUST
 HT0523'OUTSIDE THE IRON HANDRAIL.
 HT0523'THE MARK IS 4.6 M ABOVE HIGHWAY 82.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1322 ***********************************************************************
 HT1322  DESIGNATION -  PALO ALTO BASE STA A
 HT1322  PID         -  HT1322
 HT1322  STATE/COUNTY-  CA/SAN MATEO
 HT1322  USGS QUAD   -  PALO ALTO (1997)
 HT1322
 HT1322                         *CURRENT SURVEY CONTROL
 HT1322  ___________________________________________________________________
 HT1322* NAD 83(1992)-  37 29 35.63038(N)    122 14 35.76023(W)     ADJUSTED  
 HT1322* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 HT1322  ___________________________________________________________________
 HT1322  EPOCH DATE  -        1991.35
 HT1322  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC09
 HT1322  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT1322  HORZ ORDER  -  SECOND
 HT1322  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1322
 HT1322.The horizontal coordinates were established by classical geodetic methods
 HT1322.and adjusted by the National Geodetic Survey in March 1994.
 HT1322.
 HT1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1322
 HT1322.The vertical order pertains to the NGVD 29 superseded value.
 HT1322
 HT1322.The Laplace correction was computed from DEFLEC09 derived deflections.
 HT1322
 HT1322.The geoid height was determined by GEOID09.
 HT1322
 HT1322;                    North         East     Units Scale Factor Converg.
 HT1322;SPC CA 3     -   611,665.096 1,845,855.231   MT  0.99993925   -1 04 02.2
 HT1322;SPC CA 3     - 2,006,771.24  6,055,943.37   sFT  0.99993925   -1 04 02.2
 HT1322;UTM  10      - 4,149,859.223   566,894.256   MT  0.99965512   +0 27 38.2
 HT1322
 HT1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT1322!SPC CA 3     -   1.00000397  x   0.99993925  =   0.99994322
 HT1322!UTM  10      -   1.00000397  x   0.99965512  =   0.99965909
 HT1322
 HT1322:                Primary Azimuth Mark                     Grid Az
 HT1322:SPC CA 3     -  REDWOOD CITY COURTHOUSE DOME             120 58 06.4
 HT1322:UTM  10      -  REDWOOD CITY COURTHOUSE DOME             119 26 26.0
 HT1322
 HT1322|---------------------------------------------------------------------|
 HT1322| PID    Reference Object                     Distance      Geod. Az  |
 HT1322|                                                           dddmmss.s |
 HT1322| HT3260 REDWOOD CITY COURTHOUSE DOME        APPROX. 1.4 KM 1195404.2 |
 HT1322| HT1323 PALO ALTO BASE A RM 2                22.863 METERS 19902     |
 HT1322| HT1321 PALO ALTO BASE A RM 3                36.838 METERS 27854     |
 HT1322|---------------------------------------------------------------------|
 HT1322
 HT1322                          SUPERSEDED SURVEY CONTROL
 HT1322
 HT1322  NAD 83(1986)-  37 29 35.62869(N)    122 14 35.75707(W) AD(1984.00) 2
 HT1322  NAD 27      -  37 29 35.85600(N)    122 14 31.87900(W) AD(       ) 2
 HT1322  NGVD 29 (??/??/92)    6.458  (m)           21.19   (f) ADJ UNCH    1 2
 HT1322
 HT1322.Superseded values are not recommended for survey control.
 HT1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1322.See file dsdata.txt to determine how the superseded data were derived.
 HT1322
 HT1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG6689449859(NAD 83)
 HT1322
 HT1322_MARKER: DS = TRIANGULATION STATION DISK
 HT1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1322+STABILITY: SURFACE MOTION
 HT1322
 HT1322  HISTORY     - Date     Condition        Report By
 HT1322  HISTORY     - 1932     MONUMENTED       CGS
 HT1322  HISTORY     - 1948     MARK NOT FOUND   CGS
 HT1322  HISTORY     - 1954     SEE DESCRIPTION  CGS
 HT1322  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HT1322  HISTORY     - 1975     MARK NOT FOUND   NGS
 HT1322
 HT1322                          STATION DESCRIPTION
 HT1322
 HT1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JB)
 HT1322'ABOUT ONE-FOURTH MILE NORTH OF CITY LIMITS OF REDWOOD CITY,
 HT1322'EAST OF ROUTE 101, AND AT INTERSECTION OF LINE OF WEST RAIL OF
 HT1322'WEST TRACK TO SOUTHEAST AND WEST RAIL OF EAST TRACK TO NORTHWEST
 HT1322'OF SOUTHERN PACIFIC RAILROAD.  SURFACE AND UNDERGROUND MARKS ARE
 HT1322'STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE
 HT1322'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 HT1322'NO. 1 IS ABOUT 1 YARD FROM FENCE LINE, CLOSE TO UNION SERVICE
 HT1322'STATION AND 625.3 FEET FROM STATION IN AZIMUTH 319 DEG 33 MIN
 HT1322'56 SEC.  NO. 2 IS 1 YARD FROM FENCE LINE BETWEEN RAILROAD
 HT1322'TRACKS AND HIGHWAY AND 22.885 METERS (75.08 FEET) FROM
 HT1322'STATION IN AZIMUTH 19 DEG 03 MIN.
 HT1322
 HT1322                          STATION RECOVERY (1948)
 HT1322
 HT1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 HT1322'0.8 MI NW FROM REDWOOD CITY.
 HT1322'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HT1322'THE STATION AT REDWOOD CITY, ABOUT 300 FEET SOUTHEAST OF CORDILLERAS
 HT1322'CREEK HIGHWAY BRIDGE 328+00, 80 FEET SOUTHEAST OF THE CENTER LINE
 HT1322'OF FINGER AVENUE, AND 27 FEET SOUTHWEST OF THE CENTER LINE OF
 HT1322'THE DOUBLE TRACK.  A STANDARD TRIANGULATION-STATION DISK SET IN
 HT1322'THE TOP OF A CONCRETE POST.
 HT1322
 HT1322                          STATION RECOVERY (1954)
 HT1322
 HT1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ)
 HT1322'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT
 HT1322'RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 HT1322'
 HT1322'REFERENCE MARK 2 IS A REFERENCE-MARK DISK, STAMPED A NO 2 1932,
 HT1322'AT REDWOOD CITY, 0.8 MI. NW ALONG THE SOUTHERN PACIFIC CO.
 HT1322'RAILROAD FROM THE STATION, 1.3 MI. SE OF SAN CARLOS, 34 RAILS
 HT1322'NW OF THE CROSSING OF WHIPPLE AVENUE, 11 RAILS SE OF THE CENTER
 HT1322'OF CONCRETE ARCH BRIDGE 24.51, 90.3 FT. SW OF THE SW RAIL OF
 HT1322'THE S BOUND TRACK, 36-1/2 FT. SE OF A 24-IN. FORKED TREE WITH
 HT1322'THREE POWERLINE GUY WIRES LEADING BETWEEN THE FORKS, 23.9 FT.
 HT1322'NW OF A STEEL-RAIL POST MARKING THE RAILROAD PROPERTY LINE,
 HT1322'4.4 FT. NE OF THE NE CURB OF EL CAMINO REAL (U.S. HIGHWAY
 HT1322'101), 0.7 FT. SW OF A FENCE, ABOUT 2-1/2 FT. LOWER THAN THE
 HT1322'TRACK, ABOUT LEVEL WITH THE HIGHWAY CURB, AND SET IN THE
 HT1322'TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE THE
 HT1322'GROUND.
 HT1322
 HT1322                          STATION RECOVERY (1958)
 HT1322
 HT1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM)
 HT1322'THE UNDERGROUND-STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 HT1322'IN GOOD CONDITION BUT THE SURFACE-STATION MARK WAS NOT FOUND,
 HT1322'AND A BUILDING WITH A CONCRETE FLOOR NOW SETS OVER THE LOCATION
 HT1322'OF REFERENCE MARK 1, SO A NEW SURFACE-STATION MARK AND REFERENCE
 HT1322'MARK 3 WERE SET ON THIS DATE.  THE UNDERGROUND-STATION MARK WAS
 HT1322'FOUND STAMPED A 1932 AND WAS NOT CHANGED, BUT REFERENCE MARK 2
 HT1322'WHICH WAS FOUND STAMPED A NO 2 1932 WAS RESTAMPED AS SHOWN
 HT1322'BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 HT1322'
 HT1322'THE STATION IS LOCATED IN REDWOOD CITY, IN A VACANT LOT ON THE
 HT1322'NE SIDE OF EL CAMINO REAL AND ON THE SW SIDE OF THE SOUTHERN
 HT1322'PACIFIC RAILROAD TRACKS, 0.1 MI. SE OF CORDILLERAS CREEK,
 HT1322'WHICH FORMS THE BOUNDARY BETWEEN REDWOOD CITY AND SAN CARLOS,
 HT1322'AND ABOUT 3/4 MI. NW OF THE SAN MATEO COUNTY COURTHOUSE.
 HT1322'
 HT1322'TO REACH THE STATION FROM THE SAN MATEO COUNTY COURTHOUSE, GO
 HT1322'W ON BROADWAY FOR 0.3 MI. TO AN INTERSECTION.  TURN RIGHT ONTO
 HT1322'EL CAMINO REAL AND GO NW FOR 0.65 MI. TO FINGER AVENUE ON THE
 HT1322'LEFT AND THE STATION ON THE RIGHT.
 HT1322'
 HT1322'THE STATION MARK IS A STANDARD DISK, STAMPED PALO ALTO BASE
 HT1322'STATION A 1932 1958 SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 HT1322'POST THAT IS FLUSH WITH THE GROUND.  IT IS 79.6 FT. N-NE OF
 HT1322'WOODEN LIGHT POLE 11522, 71.6 FT. NE OF THE NE CURB OF EL CAMINO
 HT1322'REAL, 52.9 FT. E-NE OF POWERLINE POLE 2445, 26.0 FT. SW OF THE
 HT1322'SW RAIL OF THE RAILROAD TRACK, 1.0 FT. NW OF A WITNESS POST, AND
 HT1322'AT THE INTERSECTION OF THE EXTENSIONS OF THE LINE OF THE W RAIL
 HT1322'OF THE W-BOUND TRACK AND THE W RAIL OF THE E-BOUND TRACK.
 HT1322'
 HT1322'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PALO ALTO BASE
 HT1322'STATION A NO 2 1932, SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 HT1322'POST THAT IS FLUSH WITH THE CONCRETE SIDEWALK THAT IS AROUND
 HT1322'IT.  IT IS 61.2 FT. S-SE OF POWERLINE POLE 2445, 4.8 FT. N OF
 HT1322'WOODEN LIGHT POLE 11522, 4.4 FT. NE OF THE NE CURB OF EL CAMINO
 HT1322'REAL, AND ABOUT THE SAME ELEVATION AS THE STATION.
 HT1322'
 HT1322'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PALO ALTO BASE
 HT1322'STATION A NO 3 1932 1958, CEMENTED IN A DRILL HOLE IN THE TOP OF
 HT1322'THE NE CURB OF EL CAMINO REAL.  IT IS 24.0 FT. S OF THE S CORNER
 HT1322'OF A CONCRETE BLOCK BUILDING, 22 FT. NW OF THE EXTENSION OF THE
 HT1322'CENTERLINE OF FINGER AVENUE, 0.7 FT. W OF THE W CORNER OF AN
 HT1322'IRON COVER OVER A STORM DRAIN, AND ABOUT THE SAME ELEVATION AS
 HT1322'THE STATION.
 HT1322'
 HT1322'HEIGHT OF TRIPOD - 1 METER.
 HT1322
 HT1322                          STATION RECOVERY (1975)
 HT1322
 HT1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HT1322'REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  THE
 HT1322'STATION MARK WAS NOT RECOVERED AS THE AREA WHERE THE MARK WAS
 HT1322'LOCATED HAS BEEN COVERED WITH ASPHALT PAVEMENT.
 HT1322'
 HT1322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HT1322'AT REDWOOD CITY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1273 ***********************************************************************
 LU1273  DESIGNATION -  Q 101
 LU1273  PID         -  LU1273
 LU1273  STATE/COUNTY-  CA/HUMBOLDT
 LU1273  USGS QUAD   -  MIRANDA (1970)
 LU1273
 LU1273                         *CURRENT SURVEY CONTROL
 LU1273  ___________________________________________________________________
 LU1273* NAD 83(1986)-  40 11 55.     (N)    123 46 25.     (W)     SCALED    
 LU1273* NAVD 88     -        75.56   (+/-2cm)     247.9    (feet)  VERTCON   
 LU1273  ___________________________________________________________________
 LU1273  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 LU1273  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1273
 LU1273.The horizontal coordinates were scaled from a topographic map and have
 LU1273.an estimated accuracy of +/- 6 seconds.
 LU1273.
 LU1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1273
 LU1273.The vertical order pertains to the NGVD 29 superseded value.
 LU1273
 LU1273.The geoid height was determined by GEOID09.
 LU1273
 LU1273;                    North         East    Units  Estimated Accuracy
 LU1273;SPC CA 1     -   597,610.    1,849,000.      MT  (+/- 180 meters Scaled)
 LU1273
 LU1273                          SUPERSEDED SURVEY CONTROL
 LU1273
 LU1273  NGVD 29 (??/??/92)   74.628  (m)          244.84   (f) ADJ UNCH    1 2
 LU1273
 LU1273.Superseded values are not recommended for survey control.
 LU1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1273.See file dsdata.txt to determine how the superseded data were derived.
 LU1273
 LU1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK341500(NAD 83)
 LU1273
 LU1273_MARKER: DB = BENCH MARK DISK
 LU1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1273_STAMPING: 244.478 Q 101 1931
 LU1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1273+STABILITY: SURFACE MOTION
 LU1273
 LU1273  HISTORY     - Date     Condition        Report By
 LU1273  HISTORY     - 1931     MONUMENTED       CGS
 LU1273  HISTORY     - 1935     GOOD             CGS
 LU1273  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1273
 LU1273                          STATION DESCRIPTION
 LU1273
 LU1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1273'5 MI SE FROM MIRANDA.
 LU1273'5.0 MILES SOUTHEAST ALONG REDWOOD HIGHWAY FROM SOUTH FORK UNION
 LU1273'HIGH SCHOOL AT MIRANDA, HUMBOLDT COUNTY, ABOUT 1 MILE SOUTHEAST
 LU1273'OF PHILLIPSVILLE, 56 FEET NORTH OF CULVERT NO. 537+10, 30 FEET EAST
 LU1273'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF A GATE, AND 2
 LU1273'FEET WEST OF A PICKET FENCE.  A STANDARD DISK, STAMPED 244.478
 LU1273'Q 101 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LU1273'INCHES ABOVE GROUND.
 LU1273
 LU1273                          STATION RECOVERY (1967)
 LU1273
 LU1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1501 ***********************************************************************
 KT1501  DESIGNATION -  Q 102
 KT1501  PID         -  KT1501
 KT1501  STATE/COUNTY-  CA/MENDOCINO
 KT1501  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1501
 KT1501                         *CURRENT SURVEY CONTROL
 KT1501  ___________________________________________________________________
 KT1501* NAD 83(1986)-  39 53 22.     (N)    123 44 50.     (W)     SCALED    
 KT1501* NAVD 88     -       223.603  (meters)     733.60   (feet)  ADJUSTED  
 KT1501  ___________________________________________________________________
 KT1501  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1501  DYNAMIC HT  -         223.482 (meters)     733.21  (feet)  COMP
 KT1501  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KT1501
 KT1501  VERT ORDER  -  FIRST     CLASS II
 KT1501
 KT1501.The horizontal coordinates were scaled from a topographic map and have
 KT1501.an estimated accuracy of +/- 6 seconds.
 KT1501.
 KT1501.The orthometric height was determined by differential leveling and
 KT1501.adjusted in June 1991.
 KT1501
 KT1501.The geoid height was determined by GEOID09.
 KT1501
 KT1501.The dynamic height is computed by dividing the NAVD 88
 KT1501.geopotential number by the normal gravity value computed on the
 KT1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1501.degrees latitude (g = 980.6199 gals.).
 KT1501
 KT1501.The modeled gravity was interpolated from observed gravity values.
 KT1501
 KT1501;                    North         East    Units  Estimated Accuracy
 KT1501;SPC CA 2     -   748,190.    1,850,570.      MT  (+/- 180 meters Scaled)
 KT1501
 KT1501                          SUPERSEDED SURVEY CONTROL
 KT1501
 KT1501  NGVD 29 (12/02/92)  222.690  (m)          730.61   (f) ADJUSTED    1 2
 KT1501
 KT1501.Superseded values are not recommended for survey control.
 KT1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1501.See file dsdata.txt to determine how the superseded data were derived.
 KT1501
 KT1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK361157(NAD 83)
 KT1501
 KT1501_MARKER: DB = BENCH MARK DISK
 KT1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1501_SP_SET: CONCRETE POST
 KT1501_STAMPING: Q 102 1931
 KT1501_MARK LOGO: CADH  
 KT1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1501+STABILITY: SURFACE MOTION
 KT1501
 KT1501  HISTORY     - Date     Condition        Report By
 KT1501  HISTORY     - 1931     MONUMENTED       CADH
 KT1501  HISTORY     - 1967     GOOD             CGS
 KT1501  HISTORY     - 19880405 GOOD             NGS
 KT1501
 KT1501                          STATION DESCRIPTION
 KT1501
 KT1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1501'3.2 MI N FROM LEGGETT.
 KT1501'3.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1501'AT LEGGETT, 60 FEET NORTH OF THE NORTHWEST CORNER OF RHEAS GIFT
 KT1501'SHOP BUILDING, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1501'ABOUT 60 FEET SOUTH OF THE SOUTH END OF A CUT BANK AND A DRIVEWAY,
 KT1501'14 FEET NORTH OF A 12-INCH BLACK WALNUT TREE, 0.6 FOOT WEST OF A
 KT1501'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 KT1501'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KT1501
 KT1501                          STATION RECOVERY (1988)
 KT1501
 KT1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1501'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.1 KM
 KT1501'(3.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT1501'STATE HIGHWAY 1 IN LEGGETT, 19.2 M (63.0 FT) SOUTH OF THE SOUTH END
 KT1501'OF A HIGHWAY CUT, 18.3 M (60.0 FT) NORTH OF THE NORTHWEST CORNER OF
 KT1501'VIOLET HENZES GIFT SHOP, 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF
 KT1501'THE HIGHWAY, 4.4 M (14.4 FT) SOUTHEAST OF THE EAST END OF CULVERT
 KT1501'NUMBER 95.52, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 KT1501'(0.7 FT) WEST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS
 KT1501'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0873 ***********************************************************************
 KT0873  DESIGNATION -  Q 103 CAHD
 KT0873  PID         -  KT0873
 KT0873  STATE/COUNTY-  CA/MENDOCINO
 KT0873  USGS QUAD   -  LONGVALE (1994)
 KT0873
 KT0873                         *CURRENT SURVEY CONTROL
 KT0873  ___________________________________________________________________
 KT0873* NAD 83(1986)-  39 33 19.     (N)    123 25 47.     (W)     SCALED    
 KT0873* NAVD 88     -       361.10   (+/-2cm)    1184.7    (feet)  VERTCON   
 KT0873  ___________________________________________________________________
 KT0873  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0873  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0873
 KT0873.The horizontal coordinates were scaled from a topographic map and have
 KT0873.an estimated accuracy of +/- 6 seconds.
 KT0873.
 KT0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0873
 KT0873.The vertical order pertains to the NGVD 29 superseded value.
 KT0873
 KT0873.The geoid height was determined by GEOID09.
 KT0873
 KT0873;                    North         East    Units  Estimated Accuracy
 KT0873;SPC CA 2     -   710,620.    1,877,130.      MT  (+/- 180 meters Scaled)
 KT0873
 KT0873                          SUPERSEDED SURVEY CONTROL
 KT0873
 KT0873  NGVD 29 (??/??/92)  360.165  (m)         1181.64   (f) ADJ UNCH    1 2
 KT0873
 KT0873.Superseded values are not recommended for survey control.
 KT0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0873.See file dsdata.txt to determine how the superseded data were derived.
 KT0873
 KT0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ630784(NAD 83)
 KT0873
 KT0873_MARKER: DB = BENCH MARK DISK
 KT0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0873_STAMPING: Q 103 1931 RP RP
 KT0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0873+STABILITY: SURFACE MOTION
 KT0873
 KT0873  HISTORY     - Date     Condition        Report By
 KT0873  HISTORY     - 1931     MONUMENTED       CADH
 KT0873  HISTORY     - 1967     GOOD             CGS
 KT0873
 KT0873                          STATION DESCRIPTION
 KT0873
 KT0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0873'AT LONGVALE.
 KT0873'AT LONGVALE, AT THE JUNCTION OF U.S. HIGHWAY 101 AND DOS
 KT0873'RIOS ROAD, 240 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KT0873'110 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY MEASURED
 KT0873'FROM THE CENTER OF A CONCRETE ISLAND, 20 FEET NORTH-NORTHWEST
 KT0873'OF THE WEST CORNER OF A MOTEL OFFICE BUILDING, 36 FEET
 KT0873'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 6 FEET NORTH OF
 KT0873'A LARGE OAK TREE, 1.4 FEET SOUTHWEST OF A SMALL FENCE AROUND A
 KT0873'PATIO, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 KT0873'A CONCRETE POST PROJECTRING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1144 ***********************************************************************
 KT1144  DESIGNATION -  Q 104
 KT1144  PID         -  KT1144
 KT1144  STATE/COUNTY-  CA/MENDOCINO
 KT1144  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1144
 KT1144                         *CURRENT SURVEY CONTROL
 KT1144  ___________________________________________________________________
 KT1144* NAD 83(1986)-  39 16 48.     (N)    123 14 03.     (W)     SCALED    
 KT1144* NAVD 88     -       264.06   (+/-2cm)     866.3    (feet)  VERTCON   
 KT1144  ___________________________________________________________________
 KT1144  GEOID HEIGHT-         -29.88  (meters)                     GEOID09
 KT1144  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1144
 KT1144.The horizontal coordinates were scaled from a topographic map and have
 KT1144.an estimated accuracy of +/- 6 seconds.
 KT1144.
 KT1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1144
 KT1144.The vertical order pertains to the NGVD 29 superseded value.
 KT1144
 KT1144.The geoid height was determined by GEOID09.
 KT1144
 KT1144;                    North         East    Units  Estimated Accuracy
 KT1144;SPC CA 2     -   679,810.    1,893,520.      MT  (+/- 180 meters Scaled)
 KT1144
 KT1144                          SUPERSEDED SURVEY CONTROL
 KT1144
 KT1144  NGVD 29 (??/??/92)  263.172  (m)          863.42   (f) ADJ UNCH    1 2
 KT1144
 KT1144.Superseded values are not recommended for survey control.
 KT1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1144.See file dsdata.txt to determine how the superseded data were derived.
 KT1144
 KT1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ798478(NAD 83)
 KT1144
 KT1144_MARKER: DB = BENCH MARK DISK
 KT1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1144_STAMPING: 863.250 Q 104 1932
 KT1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1144+STABILITY: SURFACE MOTION
 KT1144
 KT1144  HISTORY     - Date     Condition        Report By
 KT1144  HISTORY     - 1932     MONUMENTED       CGS
 KT1144  HISTORY     - 1965     GOOD             CGS
 KT1144  HISTORY     - 1971     GOOD
 KT1144
 KT1144                          STATION DESCRIPTION
 KT1144
 KT1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1144'9.9 MI N FROM UKIAH.
 KT1144'9.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1144'STATION AT UKIAH, 0.1 MILE SOUTH OF LAUGHLIN SIDING, AT THE
 KT1144'CROSSING OF LAUGHLIN WAY, 45.8 FEET NORTHEAST OF THE NORTHEAST
 KT1144'RAIL OF THE TRACK, 28 FEET WEST OF THE CENTERLINE OF LAUGHLIN WAY,
 KT1144'6.5 FEET WEST OF A FENCE CORNER, 2.3 FEET SOUTHWEST OF A FENCE
 KT1144'LINE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT THE SAME
 KT1144'ELEVATION AS THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KT1144'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KT1144
 KT1144                          STATION RECOVERY (1971)
 KT1144
 KT1144'RECOVERED 1971
 KT1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1356 ***********************************************************************
 JT1356  DESIGNATION -  Q 105 CAHD
 JT1356  PID         -  JT1356
 JT1356  STATE/COUNTY-  CA/MENDOCINO
 JT1356  USGS QUAD   -  HOPLAND (1975)
 JT1356
 JT1356                         *CURRENT SURVEY CONTROL
 JT1356  ___________________________________________________________________
 JT1356* NAD 83(1986)-  38 52 59.     (N)    123 03 18.     (W)     SCALED    
 JT1356* NAVD 88     -       125.68   (+/-2cm)     412.3    (feet)  VERTCON   
 JT1356  ___________________________________________________________________
 JT1356  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 JT1356  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1356
 JT1356.The horizontal coordinates were scaled from a topographic map and have
 JT1356.an estimated accuracy of +/- 6 seconds.
 JT1356.
 JT1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1356
 JT1356.The vertical order pertains to the NGVD 29 superseded value.
 JT1356
 JT1356.The geoid height was determined by GEOID09.
 JT1356
 JT1356;                    North         East    Units  Estimated Accuracy
 JT1356;SPC CA 2     -   635,560.    1,908,470.      MT  (+/- 180 meters Scaled)
 JT1356
 JT1356                          SUPERSEDED SURVEY CONTROL
 JT1356
 JT1356  NGVD 29 (??/??/92)  124.799  (m)          409.44   (f) ADJ UNCH    1 2
 JT1356
 JT1356.Superseded values are not recommended for survey control.
 JT1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1356.See file dsdata.txt to determine how the superseded data were derived.
 JT1356
 JT1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ952038(NAD 83)
 JT1356
 JT1356_MARKER: DD = SURVEY DISK
 JT1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1356_STAMPING: Q 105 1932
 JT1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1356+STABILITY: SURFACE MOTION
 JT1356
 JT1356  HISTORY     - Date     Condition        Report By
 JT1356  HISTORY     - 1932     MONUMENTED       CADH
 JT1356  HISTORY     - 1964     GOOD             CGS
 JT1356  HISTORY     - 1971     GOOD             NGS
 JT1356
 JT1356                          STATION DESCRIPTION
 JT1356
 JT1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1356'6.8 MI N FROM CLOVERDALE.
 JT1356'6.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1356'FROM THE STATON AT CLOVERDALE, ON THE EAST BANK OF THE RUSSIAN
 JT1356'RIVER, BETWEEN THE RIVER AND U.S. HIGHWAY 101, ABOUT 50 YARDS
 JT1356'WEST OF THE HIGHWAY, 52.0 FEET NORTH OF THE NORTHEAST CORNER
 JT1356'OF A CORRUGATED METAL GARAGE, 17 FEET WEST OF THE CENTERLINE
 JT1356'OF A GRAVELED ROAD, 11.2 FEET NORTH OF THE PROJECTED CENTERLINE
 JT1356'OF A SUSPENSION FOOT BRIDGE OVER THE RUSSIAN RIVER, AND SET
 JT1356'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 JT1356'GROUND.
 JT1356
 JT1356                          STATION RECOVERY (1971)
 JT1356
 JT1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0713 ***********************************************************************
 JT0713  DESIGNATION -  Q 106
 JT0713  PID         -  JT0713
 JT0713  STATE/COUNTY-  CA/SONOMA
 JT0713  USGS QUAD   -  SEBASTOPOL (1980)
 JT0713
 JT0713                         *CURRENT SURVEY CONTROL
 JT0713  ___________________________________________________________________
 JT0713* NAD 83(1986)-  38 29 49.     (N)    122 46 23.     (W)     SCALED    
 JT0713* NAVD 88     -        41.07   (+/-2cm)     134.7    (feet)  VERTCON   
 JT0713  ___________________________________________________________________
 JT0713  GEOID HEIGHT-         -31.34  (meters)                     GEOID09
 JT0713  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0713
 JT0713.The horizontal coordinates were scaled from a topographic map and have
 JT0713.an estimated accuracy of +/- 6 seconds.
 JT0713.
 JT0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0713
 JT0713.The vertical order pertains to the NGVD 29 superseded value.
 JT0713
 JT0713.The geoid height was determined by GEOID09.
 JT0713
 JT0713;                    North         East    Units  Estimated Accuracy
 JT0713;SPC CA 2     -   592,450.    1,932,560.      MT  (+/- 180 meters Scaled)
 JT0713
 JT0713                          SUPERSEDED SURVEY CONTROL
 JT0713
 JT0713  NGVD 29 (??/??/92)   40.207  (m)          131.91   (f) ADJ UNCH    1 2
 JT0713
 JT0713.Superseded values are not recommended for survey control.
 JT0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0713.See file dsdata.txt to determine how the superseded data were derived.
 JT0713
 JT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH197609(NAD 83)
 JT0713
 JT0713_MARKER: DB = BENCH MARK DISK
 JT0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0713_STAMPING: 131.840 Q106 1932
 JT0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0713+STABILITY: SURFACE MOTION
 JT0713
 JT0713  HISTORY     - Date     Condition        Report By
 JT0713  HISTORY     - 1932     MONUMENTED       CGS
 JT0713  HISTORY     - 1970     GOOD             NGS
 JT0713  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JT0713
 JT0713                          STATION DESCRIPTION
 JT0713
 JT0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JT0713'5 MI N FROM SANTA ROSA.
 JT0713'5.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0713'STATION AT SANTA ROSA, ABOUT 0.1 MILE WEST ALONG RIVER RD FROM
 JT0713'THE INTERSECTION OF RIVER RD. AND FULTON RD., NORTH OF AND
 JT0713'ACROSS RIVER RD. FROM THE FULTON PROCESSORS INC. BUILDING, 180 FEET
 JT0713'NORTH OF THE CENTER LINE OF RIVER RD., 73 FEET WEST OF THE WEST
 JT0713'SIDE OF A WIRE MESH FENCE THAT SURROUNDS A WASTE WATER DISTILLATION
 JT0713'PLANT, 34 FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF POWER
 JT0713'POLE 0/18, BETWEEN TWO OLD WOODEN RR CROSSING SIGNS, SET IN THE
 JT0713'TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE GROUND.
 JT0713
 JT0713                          STATION RECOVERY (1989)
 JT0713
 JT0713'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 JT0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0789 ***********************************************************************
 JT0789  DESIGNATION -  Q 107
 JT0789  PID         -  JT0789
 JT0789  STATE/COUNTY-  CA/MARIN
 JT0789  USGS QUAD   -  NOVATO (1980)
 JT0789
 JT0789                         *CURRENT SURVEY CONTROL
 JT0789  ___________________________________________________________________
 JT0789* NAD 83(1986)-  38 06 18.     (N)    122 33 49.     (W)     SCALED    
 JT0789* NAVD 88     -         5.65   (+/-2cm)      18.5    (feet)  VERTCON   
 JT0789  ___________________________________________________________________
 JT0789  GEOID HEIGHT-         -31.96  (meters)                     GEOID09
 JT0789  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0789
 JT0789.The horizontal coordinates were scaled from a topographic map and have
 JT0789.an estimated accuracy of +/- 6 seconds.
 JT0789.
 JT0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0789
 JT0789.The vertical order pertains to the NGVD 29 superseded value.
 JT0789
 JT0789.The geoid height was determined by GEOID09.
 JT0789
 JT0789;                    North         East    Units  Estimated Accuracy
 JT0789;SPC CA 3     -   680,120.    1,819,030.      MT  (+/- 180 meters Scaled)
 JT0789
 JT0789                          SUPERSEDED SURVEY CONTROL
 JT0789
 JT0789  NGVD 29 (??/??/92)    4.827  (m)           15.84   (f) ADJ UNCH    1 2
 JT0789
 JT0789.Superseded values are not recommended for survey control.
 JT0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0789.See file dsdata.txt to determine how the superseded data were derived.
 JT0789
 JT0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH382175(NAD 83)
 JT0789
 JT0789_MARKER: DB = BENCH MARK DISK
 JT0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0789_SP_SET: STEP
 JT0789_STAMPING: Q 107 1932
 JT0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0789
 JT0789  HISTORY     - Date     Condition        Report By
 JT0789  HISTORY     - 1932     MONUMENTED       CGS
 JT0789  HISTORY     - 1951     GOOD             CGS
 JT0789  HISTORY     - 1959     GOOD             CGS
 JT0789  HISTORY     - 1981     GOOD             CADPW
 JT0789  HISTORY     - 1985     GOOD             USPSQD
 JT0789  HISTORY     - 1987     GOOD             USPSQD
 JT0789  HISTORY     - 1987     GOOD             USPSQD
 JT0789
 JT0789                          STATION DESCRIPTION
 JT0789
 JT0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0789'AT NOVATO.
 JT0789'AT THE NORTHWESTERN PACIFIC COMPANY RAILROAD STATION AT NOVATO,
 JT0789'IN THE TOP OF THE TILE FLOOR OF THE PORCH, 1.9 FEET SOUTHEAST
 JT0789'OF THE SOUTHEAST END OF THE SINGLE CONCRETE STEP AT THE ENTRANCE
 JT0789'TO THE WAITING ROOM, AND SET 0.5 FEET NORTHEAST OF THE NORTHEAST
 JT0789'WALL OF THE STATION.
 JT0789
 JT0789                          STATION RECOVERY (1959)
 JT0789
 JT0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0789'RECOVERED IN GOOD CONDITION.
 JT0789
 JT0789                          STATION RECOVERY (1981)
 JT0789
 JT0789'RECOVERY NOTE BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1981
 JT0789'RECOVERED IN GOOD CONDITION.
 JT0789
 JT0789                          STATION RECOVERY (1985)
 JT0789
 JT0789'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0789'RECOVERED IN GOOD CONDITION.
 JT0789
 JT0789                          STATION RECOVERY (1987)
 JT0789
 JT0789'RECOVERY NOTE BY US POWER SQUADRON 1987 (RDY)
 JT0789'RECOVERED IN GOOD CONDITION.
 JT0789
 JT0789                          STATION RECOVERY (1987)
 JT0789
 JT0789'RECOVERY NOTE BY US POWER SQUADRON 1987 (MIH)
 JT0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1089 ***********************************************************************
 HT1089  DESIGNATION -  Q 108
 HT1089  PID         -  HT1089
 HT1089  STATE/COUNTY-  CA/MARIN
 HT1089  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1089
 HT1089                         *CURRENT SURVEY CONTROL
 HT1089  ___________________________________________________________________
 HT1089* NAD 83(1986)-  37 49 32.     (N)    122 28 42.     (W)     SCALED    
 HT1089* NAVD 88     -        11.72   (+/-2cm)      38.5    (feet)  VERTCON   
 HT1089  ___________________________________________________________________
 HT1089  GEOID HEIGHT-         -32.53  (meters)                     GEOID09
 HT1089  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1089
 HT1089.The horizontal coordinates were scaled from a topographic map and have
 HT1089.an estimated accuracy of +/- 6 seconds.
 HT1089.
 HT1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1089
 HT1089.The vertical order pertains to the NGVD 29 superseded value.
 HT1089
 HT1089.The geoid height was determined by GEOID09.
 HT1089
 HT1089;                    North         East    Units  Estimated Accuracy
 HT1089;SPC CA 3     -   648,950.    1,825,850.      MT  (+/- 180 meters Scaled)
 HT1089
 HT1089                          SUPERSEDED SURVEY CONTROL
 HT1089
 HT1089  NGVD 29 (??/??/92)   10.885  (m)           35.71   (f) ADJ UNCH    1 2
 HT1089
 HT1089.Superseded values are not recommended for survey control.
 HT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1089.See file dsdata.txt to determine how the superseded data were derived.
 HT1089
 HT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG459865(NAD 83)
 HT1089
 HT1089_MARKER: DB = BENCH MARK DISK
 HT1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1089_SP_SET: PLATFORM
 HT1089_STAMPING: Q 108 1932
 HT1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1089
 HT1089  HISTORY     - Date     Condition        Report By
 HT1089  HISTORY     - 1932     MONUMENTED       CGS
 HT1089  HISTORY     - 1964     GOOD             CGS
 HT1089  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT1089
 HT1089                          STATION DESCRIPTION
 HT1089
 HT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HT1089'0.8 MI S FROM FORT BAKER.
 HT1089'AT FORT BAKER, 0.8 MILE SOUTH OF THE GUARD HOUSE, ABOUT 65
 HT1089'YARDS EAST OF THE SOUTHEAST CORNER OF THE NORTH TOWER OF THE
 HT1089'GOLDEN GATE BRIDGE, AT THE LIME POINT SIGNAL HOUSE, 21 FEET SOUTH
 HT1089'OF THE SOUTHWEST CORNER OF THE FOUNDATION OF THE MAIN LIGHTHOUSE
 HT1089'BUILDING (WHICH WAS REMOVED IN 1963), ABOUT 25 FEET NORTHWEST
 HT1089'OF THE SOUTHWEST CORNER OF THE SIGNAL HOUSE, IN THE TOP OF A
 HT1089'CONCRETE PLATFORM AROUND A FORMER ARMY SEARCHLIGHT POSITION,
 HT1089'AND 4.9 FEET NORTH OF THE SOUTHWEST CORNER OF THE PLATFORM.
 HT1089
 HT1089                          STATION RECOVERY (1988)
 HT1089
 HT1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0527 ***********************************************************************
 HT0527  DESIGNATION -  Q 109
 HT0527  PID         -  HT0527
 HT0527  STATE/COUNTY-  CA/SAN MATEO
 HT0527  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0527
 HT0527                         *CURRENT SURVEY CONTROL
 HT0527  ___________________________________________________________________
 HT0527* NAD 83(1986)-  37 38 18.     (N)    122 24 58.     (W)     SCALED    
 HT0527* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 HT0527  ___________________________________________________________________
 HT0527  GEOID HEIGHT-         -32.64  (meters)                     GEOID09
 HT0527  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0527
 HT0527.The horizontal coordinates were scaled from a topographic map and have
 HT0527.an estimated accuracy of +/- 6 seconds.
 HT0527.
 HT0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0527
 HT0527.The vertical order pertains to the NGVD 29 superseded value.
 HT0527
 HT0527.The geoid height was determined by GEOID09.
 HT0527
 HT0527;                    North         East    Units  Estimated Accuracy
 HT0527;SPC CA 3     -   628,060.    1,830,900.      MT  (+/- 180 meters Scaled)
 HT0527
 HT0527                          SUPERSEDED SURVEY CONTROL
 HT0527
 HT0527  NGVD 29 (??/??/92)    9.136  (m)           29.97   (f) ADJ UNCH    1 2
 HT0527
 HT0527.Superseded values are not recommended for survey control.
 HT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0527.See file dsdata.txt to determine how the superseded data were derived.
 HT0527
 HT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG515658(NAD 83)
 HT0527
 HT0527_MARKER: DB = BENCH MARK DISK
 HT0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0527_STAMPING: Q 109 1932
 HT0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0527+STABILITY: SURFACE MOTION
 HT0527
 HT0527  HISTORY     - Date     Condition        Report By
 HT0527  HISTORY     - 1932     MONUMENTED       CGS
 HT0527  HISTORY     - 1952     GOOD             CGS
 HT0527  HISTORY     - 1956     GOOD             CGS
 HT0527  HISTORY     - 1986     MARK NOT FOUND   NGS
 HT0527
 HT0527                          STATION DESCRIPTION
 HT0527
 HT0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0527'AT TANFORAN.
 HT0527'AT TANFORAN, 12 1/2 RAILS SOUTHEAST ALONG THE SOUTHERN PACIFIC
 HT0527'COMPANY RAILROAD FROM THE TANFORAN STATION SIGN, ON ATLANTIC
 HT0527'AVENUE BETWEEN HUNTINGTON AND PACIFIC AVENUES, 44 FEET SOUTHEAST
 HT0527'OF A RAILROAD SWITCH, 25.4 FEET NORTHEAST OF THE NORTHEAST
 HT0527'RAIL, 2.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF ATLANTIC
 HT0527'AVENUE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER
 HT0527'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT0527'0.6 FOOT ABOVE THE GROUND.
 HT0527
 HT0527                          STATION RECOVERY (1956)
 HT0527
 HT0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 HT0527'RECOVERED IN GOOD CONDITION.
 HT0527
 HT0527                          STATION RECOVERY (1986)
 HT0527
 HT0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0527'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1289 ***********************************************************************
 HT1289  DESIGNATION -  Q 110
 HT1289  PID         -  HT1289
 HT1289  STATE/COUNTY-  CA/SAN MATEO
 HT1289  USGS QUAD   -  PALO ALTO (1997)
 HT1289
 HT1289                         *CURRENT SURVEY CONTROL
 HT1289  ___________________________________________________________________
 HT1289* NAD 83(1986)-  37 28 04.     (N)    122 09 09.     (W)     SCALED    
 HT1289* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 HT1289  ___________________________________________________________________
 HT1289  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT1289  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1289
 HT1289.The horizontal coordinates were scaled from a topographic map and have
 HT1289.an estimated accuracy of +/- 6 seconds.
 HT1289.
 HT1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1289
 HT1289.The vertical order pertains to the NGVD 29 superseded value.
 HT1289
 HT1289.The geoid height was determined by GEOID09.
 HT1289
 HT1289;                    North         East    Units  Estimated Accuracy
 HT1289;SPC CA 3     -   608,700.    1,853,830.      MT  (+/- 180 meters Scaled)
 HT1289
 HT1289                          SUPERSEDED SURVEY CONTROL
 HT1289
 HT1289  NGVD 29 (??/??/92)    6.324  (m)           20.75   (f) ADJ UNCH    1 2
 HT1289
 HT1289.Superseded values are not recommended for survey control.
 HT1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1289.See file dsdata.txt to determine how the superseded data were derived.
 HT1289
 HT1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG749471(NAD 83)
 HT1289
 HT1289_MARKER: DB = BENCH MARK DISK
 HT1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1289_STAMPING: Q 110 1932
 HT1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1289+STABILITY: SURFACE MOTION
 HT1289
 HT1289  HISTORY     - Date     Condition        Report By
 HT1289  HISTORY     - 1932     MONUMENTED       CGS
 HT1289  HISTORY     - 1954     GOOD             CGS
 HT1289
 HT1289                          STATION DESCRIPTION
 HT1289
 HT1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1289'AT EAST PALO ALTO.
 HT1289'AT EAST PALO ALTO, 0.7 MILE WEST ALONG BAYSHORE HIGHWAY FROM THE
 HT1289'INTERSECTION OF UNIVERSITY AVENUE, AT THE INTERSECTION OF LAUREL
 HT1289'AVENUE, 47.0 FEET SOUTHEAST OF AND ACROSS THE AVENUE FROM POWER
 HT1289'LINE POLE 113, 41.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 HT1289'HIGHWAY PAVEMENT, 6.8 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 HT1289'THE AVENUE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 HT1289'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HT1289'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST
 HT1289'IS BADLY CHIPPED BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2919 ***********************************************************************
 HS2919  DESIGNATION -  Q 111
 HS2919  PID         -  HS2919
 HS2919  STATE/COUNTY-  CA/SANTA CLARA
 HS2919  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2919
 HS2919                         *CURRENT SURVEY CONTROL
 HS2919  ___________________________________________________________________
 HS2919* NAD 83(1986)-  37 22 14.     (N)    121 58 57.     (W)     SCALED    
 HS2919* NAVD 88     -        15.92   (+/-2cm)      52.2    (feet)  VERTCON   
 HS2919  ___________________________________________________________________
 HS2919  GEOID HEIGHT-         -32.68  (meters)                     GEOID09
 HS2919  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2919
 HS2919.The horizontal coordinates were scaled from a topographic map and have
 HS2919.an estimated accuracy of +/- 6 seconds.
 HS2919.
 HS2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2919
 HS2919.The vertical order pertains to the NGVD 29 superseded value.
 HS2919
 HS2919.The geoid height was determined by GEOID09.
 HS2919
 HS2919;                    North         East    Units  Estimated Accuracy
 HS2919;SPC CA 3     -   597,660.    1,868,700.      MT  (+/- 180 meters Scaled)
 HS2919
 HS2919                          SUPERSEDED SURVEY CONTROL
 HS2919
 HS2919  NGVD 29 (??/??/92)   15.091  (m)           49.51   (f) ADJ UNCH    1 2
 HS2919
 HS2919.Superseded values are not recommended for survey control.
 HS2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2919.See file dsdata.txt to determine how the superseded data were derived.
 HS2919
 HS2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG900364(NAD 83)
 HS2919
 HS2919_MARKER: DB = BENCH MARK DISK
 HS2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2919_STAMPING: Q 111 1932
 HS2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2919+STABILITY: SURFACE MOTION
 HS2919
 HS2919  HISTORY     - Date     Condition        Report By
 HS2919  HISTORY     - 1932     MONUMENTED       CGS
 HS2919  HISTORY     - 1967     GOOD             CGS
 HS2919
 HS2919                          STATION DESCRIPTION
 HS2919
 HS2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HS2919'2.8 MI NW FROM SANTA CLARA.
 HS2919'2.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2919'FROM THE STATION ST SANTA CLARA, 6 RAILS EAST OF SEMAPHORE
 HS2919'416, AT THE CROSSING OF A POWER LINE, 18.9 FEET NORTH OF THE
 HS2919'NORTH RAIL OF THE NORTH TRACK, 87 1/2 FEET WEST OF TELEPHONE
 HS2919'POLE E 58, 22 1/2 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES,
 HS2919'3 FEET WEST OF THE EXTENDED CENTER LINE OF URANIUM ROAD, 1.2
 HS2919'FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACKS,
 HS2919'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HS2919'NOTE-- THE CONCRETE POST IS CHIPPED BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0394 ***********************************************************************
 LV0394  DESIGNATION -  R 100
 LV0394  PID         -  LV0394
 LV0394  STATE/COUNTY-  CA/HUMBOLDT
 LV0394  USGS QUAD   -  SCOTIA (1970)
 LV0394
 LV0394                         *CURRENT SURVEY CONTROL
 LV0394  ___________________________________________________________________
 LV0394* NAD 83(1986)-  40 29 06.     (N)    124 06 16.     (W)     SCALED    
 LV0394* NAVD 88     -        32.05   (+/-2cm)     105.2    (feet)  VERTCON   
 LV0394  ___________________________________________________________________
 LV0394  GEOID HEIGHT-         -30.82  (meters)                     GEOID09
 LV0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0394
 LV0394.The horizontal coordinates were scaled from a topographic map and have
 LV0394.an estimated accuracy of +/- 6 seconds.
 LV0394.
 LV0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0394
 LV0394.The vertical order pertains to the NGVD 29 superseded value.
 LV0394
 LV0394.The geoid height was determined by GEOID09.
 LV0394
 LV0394;                    North         East    Units  Estimated Accuracy
 LV0394;SPC CA 1     -   630,020.    1,821,600.      MT  (+/- 180 meters Scaled)
 LV0394
 LV0394                          SUPERSEDED SURVEY CONTROL
 LV0394
 LV0394  NGVD 29 (??/??/??)   31.070  (m)          101.94   (f) ADJUSTED    1 2
 LV0394
 LV0394.Superseded values are not recommended for survey control.
 LV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0394.See file dsdata.txt to determine how the superseded data were derived.
 LV0394
 LV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK063821(NAD 83)
 LV0394
 LV0394_MARKER: DB = BENCH MARK DISK
 LV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0394_STAMPING: 101.496 R 100 1931
 LV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0394+STABILITY: SURFACE MOTION
 LV0394
 LV0394  HISTORY     - Date     Condition        Report By
 LV0394  HISTORY     - 1931     MONUMENTED       CGS
 LV0394  HISTORY     - 1941     GOOD             CGS
 LV0394  HISTORY     - 1969     MARK NOT FOUND   USGS
 LV0394
 LV0394                          STATION DESCRIPTION
 LV0394
 LV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LV0394'AT SCOTIA.
 LV0394'AT SCOTIA, HUMBOLDT COUNTY, ON THE NORTHWESTERN PACIFIC RAILROAD,
 LV0394'93 FEET NORTHEAST OF THE STATION, 63 FEET NORTHWEST OF THE CENTERLINE
 LV0394'OF THE TRACK, 28 FEET WEST OF THE NORTHWEST CORNER OF THE RAILROAD
 LV0394'WATER TANK, AND 5 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE PEDESTAL
 LV0394'OF THE OLD WATER TANK.  A STANDARD DISK, STAMPED 101.496 R 100
 LV0394'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 LV0394'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN MARCH 1944 THAT THE
 LV0394'WATER TANK REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN
 LV0394'REMOVED AND A NEW TANK CONSTRUCTED EAST OF THE OLD TANK AND NEARER
 LV0394'THE TRACK.  HOWEVER THE CONCRETE PIERS THAT SUPPORTED THE OLD
 LV0394'TANK ARE STILL IN PLACE AND THE BENCH MARK MAY BE FOUND AS DESCRIBED.
 LV0394
 LV0394                          STATION RECOVERY (1969)
 LV0394
 LV0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LV0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0867 ***********************************************************************
 KT0867  DESIGNATION -  R 103
 KT0867  PID         -  KT0867
 KT0867  STATE/COUNTY-  CA/MENDOCINO
 KT0867  USGS QUAD   -  LONGVALE (1994)
 KT0867
 KT0867                         *CURRENT SURVEY CONTROL
 KT0867  ___________________________________________________________________
 KT0867* NAD 83(1986)-  39 32 35.     (N)    123 25 13.     (W)     SCALED    
 KT0867* NAVD 88     -       363.56   (+/-2cm)    1192.8    (feet)  VERTCON   
 KT0867  ___________________________________________________________________
 KT0867  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0867  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0867
 KT0867.The horizontal coordinates were scaled from a topographic map and have
 KT0867.an estimated accuracy of +/- 6 seconds.
 KT0867.
 KT0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0867
 KT0867.The vertical order pertains to the NGVD 29 superseded value.
 KT0867
 KT0867.The geoid height was determined by GEOID09.
 KT0867
 KT0867;                    North         East    Units  Estimated Accuracy
 KT0867;SPC CA 2     -   709,250.    1,877,920.      MT  (+/- 180 meters Scaled)
 KT0867
 KT0867                          SUPERSEDED SURVEY CONTROL
 KT0867
 KT0867  NGVD 29 (??/??/92)  362.622  (m)         1189.70   (f) ADJ UNCH    1 2
 KT0867
 KT0867.Superseded values are not recommended for survey control.
 KT0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0867.See file dsdata.txt to determine how the superseded data were derived.
 KT0867
 KT0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ638771(NAD 83)
 KT0867
 KT0867_MARKER: DB = BENCH MARK DISK
 KT0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0867_SP_SET: BRIDGE
 KT0867_STAMPING: R 103 1931 1189.597
 KT0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0867
 KT0867  HISTORY     - Date     Condition        Report By
 KT0867  HISTORY     - 1931     MONUMENTED       CGS
 KT0867  HISTORY     - 1966     GOOD             CGS
 KT0867
 KT0867                          STATION DESCRIPTION
 KT0867
 KT0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0867'1.1 MI S FROM LONGVALE.
 KT0867'1.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0867'THE CROSSING OF THE DOS RIOS ROAD AT LONGVALE, 7 POLE NORTHWEST OF
 KT0867'MILE POST 151, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KT0867'ABUTMENT OF A FORMER BRIDGE OVER THE FORMER REDWOOD HIGHWAY, 7.1
 KT0867'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43.9 FEET NORTHWEST OF THE
 KT0867'WEST CORNER OF THE NORTHWEST ABUTMENT OF BRIDGE 7 OVER OUTLET CREEK,
 KT0867'29 FEET NORTH OF POLE 151/7, ABOUT 1 1/2 FEET LOWER THAN THE
 KT0867'TRACK AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1147 ***********************************************************************
 KT1147  DESIGNATION -  R 104
 KT1147  PID         -  KT1147
 KT1147  STATE/COUNTY-  CA/MENDOCINO
 KT1147  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1147
 KT1147                         *CURRENT SURVEY CONTROL
 KT1147  ___________________________________________________________________
 KT1147* NAD 83(1986)-  39 15 53.     (N)    123 12 22.     (W)     SCALED    
 KT1147* NAVD 88     -       216.80   (+/-2cm)     711.3    (feet)  VERTCON   
 KT1147  ___________________________________________________________________
 KT1147  GEOID HEIGHT-         -29.90  (meters)                     GEOID09
 KT1147  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1147
 KT1147.The horizontal coordinates were scaled from a topographic map and have
 KT1147.an estimated accuracy of +/- 6 seconds.
 KT1147.
 KT1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1147
 KT1147.The vertical order pertains to the NGVD 29 superseded value.
 KT1147
 KT1147.The geoid height was determined by GEOID09.
 KT1147
 KT1147;                    North         East    Units  Estimated Accuracy
 KT1147;SPC CA 2     -   678,080.    1,895,920.      MT  (+/- 180 meters Scaled)
 KT1147
 KT1147                          SUPERSEDED SURVEY CONTROL
 KT1147
 KT1147  NGVD 29 (??/??/92)  215.929  (m)          708.43   (f) ADJ UNCH    1 2
 KT1147
 KT1147.Superseded values are not recommended for survey control.
 KT1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1147.See file dsdata.txt to determine how the superseded data were derived.
 KT1147
 KT1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ822461(NAD 83)
 KT1147
 KT1147_MARKER: DB = BENCH MARK DISK
 KT1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1147_STAMPING: 708.253 R 104 1932
 KT1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1147+STABILITY: SURFACE MOTION
 KT1147
 KT1147  HISTORY     - Date     Condition        Report By
 KT1147  HISTORY     - 1932     MONUMENTED       CGS
 KT1147  HISTORY     - 1965     GOOD             CGS
 KT1147  HISTORY     - 1967     MARK NOT FOUND   USGS
 KT1147  HISTORY     - 20020705 POOR             NGS
 KT1147
 KT1147                          STATION DESCRIPTION
 KT1147
 KT1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1147'8.1 MI N FROM UKIAH.
 KT1147'8.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1147'THE STATION AT UKIAH, AT REDWOOD VALLEY, AT THE CROSSING OF
 KT1147'SCHOOL WAY, 2 POLES NORTH OF MILEPOLE 122, 95.5 FEET EAST OF THE
 KT1147'EAST RAIL OF THE MAIN TRACK, 44.2 FEET SOUTH OF THE CENTERLINE
 KT1147'OF SCHOOL WAY, 2.0 FEET WEST OF A FENCE CORNER, 1.6 FEET EAST
 KT1147'OF A METAL WITNESS POST, ABOUT 1-1/2 FEET HIGHER THAN THE
 KT1147'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 KT1147'FOOT ABOVE THE GROUND.
 KT1147
 KT1147                          STATION RECOVERY (1967)
 KT1147
 KT1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KT1147'MARK NOT FOUND.
 KT1147
 KT1147                          STATION RECOVERY (2002)
 KT1147
 KT1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MEI)
 KT1147'RECOVERED (WITHOUT DESCRIPTION IN HAND). FENCE CORNER IS NOT EVIDENT
 KT1147'NOR IS WITNESS POST PRESENT.  ABOUT 0.7 FT FROM TOP, CONCRETE POST HAS
 KT1147'A SLIGHT HORIZONTAL CRACK ALL ACROSS WEST FACE.  MARK IS NOT LOOSE BUT
 KT1147'COULD BECOME UNSTABLE.  GOUGES IN CONCRETE EXIST NEAR (BUT NOT UNDER)
 KT1147'DISK ON NW AND SE SIDES.  REDWOOD TREE(S) TO THE EASTSOUTHEAST BLOCK
 KT1147'THE SKY TO ABOUT 80 DEGREES.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1360 ***********************************************************************
 JT1360  DESIGNATION -  R 105
 JT1360  PID         -  JT1360
 JT1360  STATE/COUNTY-  CA/MENDOCINO
 JT1360  USGS QUAD   -  CLOVERDALE (1975)
 JT1360
 JT1360                         *CURRENT SURVEY CONTROL
 JT1360  ___________________________________________________________________
 JT1360* NAD 83(1986)-  38 52 06.     (N)    123 02 45.     (W)     SCALED    
 JT1360* NAVD 88     -       121.12   (+/-2cm)     397.4    (feet)  VERTCON   
 JT1360  ___________________________________________________________________
 JT1360  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 JT1360  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1360
 JT1360.The horizontal coordinates were scaled from a topographic map and have
 JT1360.an estimated accuracy of +/- 6 seconds.
 JT1360.
 JT1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1360
 JT1360.The vertical order pertains to the NGVD 29 superseded value.
 JT1360
 JT1360.The geoid height was determined by GEOID09.
 JT1360
 JT1360;                    North         East    Units  Estimated Accuracy
 JT1360;SPC CA 2     -   633,910.    1,909,250.      MT  (+/- 180 meters Scaled)
 JT1360
 JT1360                          SUPERSEDED SURVEY CONTROL
 JT1360
 JT1360  NGVD 29 (??/??/92)  120.239  (m)          394.48   (f) ADJ UNCH    1 2
 JT1360
 JT1360.Superseded values are not recommended for survey control.
 JT1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1360.See file dsdata.txt to determine how the superseded data were derived.
 JT1360
 JT1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ960021(NAD 83)
 JT1360
 JT1360_MARKER: DB = BENCH MARK DISK
 JT1360_SETTING: 66 = SET IN ROCK OUTCROP
 JT1360_SP_SET: ROCK OUTCROP
 JT1360_STAMPING: 394.363 R 105 1932
 JT1360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT1360+STABILITY: POSITION/ELEVATION WELL
 JT1360
 JT1360  HISTORY     - Date     Condition        Report By
 JT1360  HISTORY     - 1932     MONUMENTED       CGS
 JT1360  HISTORY     - 1960     GOOD             CGS
 JT1360
 JT1360                          STATION DESCRIPTION
 JT1360
 JT1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1360'5.2 MI N FROM CLOVERDALE.
 JT1360'5.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1360'FROM THE STATION AT CLOVERDALE, SONOMA COUNTY, 11-1/2 POLES
 JT1360'NORTH OF MILEPOST 90, 110 FEET SOUTHEAST OF CULVERT NO. 90-C,
 JT1360'19 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE TOP
 JT1360'OF AN OUTCROPPING OF ROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND,
 JT1360'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0714 ***********************************************************************
 JT0714  DESIGNATION -  R 106
 JT0714  PID         -  JT0714
 JT0714  STATE/COUNTY-  CA/SONOMA
 JT0714  USGS QUAD   -  SEBASTOPOL (1980)
 JT0714
 JT0714                         *CURRENT SURVEY CONTROL
 JT0714  ___________________________________________________________________
 JT0714* NAD 83(1986)-  38 29 45.     (N)    122 46 17.     (W)     SCALED    
 JT0714* NAVD 88     -        42.63   (+/-2cm)     139.9    (feet)  VERTCON   
 JT0714  ___________________________________________________________________
 JT0714  GEOID HEIGHT-         -31.34  (meters)                     GEOID09
 JT0714  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0714
 JT0714.The horizontal coordinates were scaled from a topographic map and have
 JT0714.an estimated accuracy of +/- 6 seconds.
 JT0714.
 JT0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0714
 JT0714.The vertical order pertains to the NGVD 29 superseded value.
 JT0714
 JT0714.The geoid height was determined by GEOID09.
 JT0714
 JT0714;                    North         East    Units  Estimated Accuracy
 JT0714;SPC CA 2     -   592,330.    1,932,710.      MT  (+/- 180 meters Scaled)
 JT0714
 JT0714                          SUPERSEDED SURVEY CONTROL
 JT0714
 JT0714  NGVD 29 (??/??/92)   41.773  (m)          137.05   (f) ADJ UNCH    1 2
 JT0714
 JT0714.Superseded values are not recommended for survey control.
 JT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0714.See file dsdata.txt to determine how the superseded data were derived.
 JT0714
 JT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH199608(NAD 83)
 JT0714
 JT0714_MARKER: DB = BENCH MARK DISK
 JT0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0714_SP_SET: BUILDING
 JT0714_STAMPING: 136.978 R 106 1932
 JT0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0714
 JT0714  HISTORY     - Date     Condition        Report By
 JT0714  HISTORY     - 1932     MONUMENTED       CGS
 JT0714  HISTORY     - 1934     GOOD             CGS
 JT0714  HISTORY     - 1953     MARK NOT FOUND   CGS
 JT0714
 JT0714                          STATION DESCRIPTION
 JT0714
 JT0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0714'4.9 MI N FROM SANTA ROSA.
 JT0714'4.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0714'STATION AT SANTA ROSA, SONOMA COUNTY, AT FULTON, 400 FEET NORTH OF
 JT0714'THE STATION, 150 FEET NORTHEAST OF THE TRACK, AT THE AMERICAN BOX
 JT0714'CORPORATION BUILDING, IN THE WEST WALL OF THE NORTHWEST CORNER,
 JT0714'AND ABOUT 4-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 JT0714'136.978 R 106 1932 AND SET VERTICALLY.  NOTE-- IT WAS REPORTED
 JT0714'AT THAT TIME THAT THE BUILDING HAS BEEN REMODELED.
 JT0714
 JT0714                          STATION RECOVERY (1953)
 JT0714
 JT0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JT0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0695 ***********************************************************************
 HT0695  DESIGNATION -  R 108
 HT0695  PID         -  HT0695
 HT0695  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0695  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0695
 HT0695                         *CURRENT SURVEY CONTROL
 HT0695  ___________________________________________________________________
 HT0695* NAD 83(1986)-  37 48 33.     (N)    122 28 33.     (W)     SCALED    
 HT0695* NAVD 88     -        12.04   (+/-2cm)      39.5    (feet)  VERTCON   
 HT0695  ___________________________________________________________________
 HT0695  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0695  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0695
 HT0695.The horizontal coordinates were scaled from a topographic map and have
 HT0695.an estimated accuracy of +/- 6 seconds.
 HT0695.
 HT0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0695
 HT0695.The vertical order pertains to the NGVD 29 superseded value.
 HT0695
 HT0695.The geoid height was determined by GEOID09.
 HT0695
 HT0695;                    North         East    Units  Estimated Accuracy
 HT0695;SPC CA 3     -   647,130.    1,826,030.      MT  (+/- 180 meters Scaled)
 HT0695
 HT0695                          SUPERSEDED SURVEY CONTROL
 HT0695
 HT0695  NGVD 29 (??/??/??)   11.209  (m)           36.77   (f) ADJUSTED    1 1
 HT0695
 HT0695.Superseded values are not recommended for survey control.
 HT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0695.See file dsdata.txt to determine how the superseded data were derived.
 HT0695
 HT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG461847(NAD 83)
 HT0695
 HT0695_MARKER: DB = BENCH MARK DISK
 HT0695_SETTING: 80 = SET IN A BOULDER
 HT0695_SP_SET: BOULDER
 HT0695_STAMPING: R 108 1932
 HT0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0695+STABILITY: SURFACE MOTION
 HT0695
 HT0695  HISTORY     - Date     Condition        Report By
 HT0695  HISTORY     - 1932     MONUMENTED       CGS
 HT0695  HISTORY     - 1952     GOOD             CGS
 HT0695  HISTORY     - 1969     GOOD             CGS
 HT0695  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT0695
 HT0695                          STATION DESCRIPTION
 HT0695
 HT0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0695'AT SAN FRANCISCO.
 HT0695'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, ABOUT 200
 HT0695'YARDS SOUTHEAST OF THE OLD FORT, ABOUT 235 FEET SOUTHEAST OF
 HT0695'THE POINT WHERE THE SEAWALL TURNS TO RUN TOWARD THE POINT AND A
 HT0695'STEEL GATE ACROSS THE DRIVE, IN THE TOP OF A BOULDER, 87.2
 HT0695'FEET SOUTH OF THE SOUTH EDGE OF THE SEAWALL, 54.0 FEET SOUTH
 HT0695'OF THE CENTER LINE OF MARINE DRIVE, 20.3 FEET SOUTH OF BENCH
 HT0695'MARK TIDAL 64, AND ABOUT 22 FEET HIGHER THAN THE DRIVE.
 HT0695
 HT0695                          STATION RECOVERY (1969)
 HT0695
 HT0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0695'RECOVERED IN GOOD CONDITION.
 HT0695
 HT0695                          STATION RECOVERY (1988)
 HT0695
 HT0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1254 ***********************************************************************
 HT1254  DESIGNATION -  R 110
 HT1254  PID         -  HT1254
 HT1254  STATE/COUNTY-  CA/SAN MATEO
 HT1254  USGS QUAD   -  PALO ALTO (1997)
 HT1254
 HT1254                         *CURRENT SURVEY CONTROL
 HT1254  ___________________________________________________________________
 HT1254* NAD 83(1986)-  37 27 42.     (N)    122 08 29.     (W)     SCALED    
 HT1254* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 HT1254  ___________________________________________________________________
 HT1254  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT1254  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1254
 HT1254.The horizontal coordinates were scaled from a topographic map and have
 HT1254.an estimated accuracy of +/- 6 seconds.
 HT1254.
 HT1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1254
 HT1254.The vertical order pertains to the NGVD 29 superseded value.
 HT1254
 HT1254.The geoid height was determined by GEOID09.
 HT1254
 HT1254;                    North         East    Units  Estimated Accuracy
 HT1254;SPC CA 3     -   608,000.    1,854,800.      MT  (+/- 180 meters Scaled)
 HT1254
 HT1254                          SUPERSEDED SURVEY CONTROL
 HT1254
 HT1254  NGVD 29 (??/??/92)    6.466  (m)           21.21   (f) ADJ UNCH    1 2
 HT1254
 HT1254.Superseded values are not recommended for survey control.
 HT1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1254.See file dsdata.txt to determine how the superseded data were derived.
 HT1254
 HT1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG759464(NAD 83)
 HT1254
 HT1254_MARKER: DB = BENCH MARK DISK
 HT1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1254+STABILITY: SURFACE MOTION
 HT1254
 HT1254  HISTORY     - Date     Condition        Report By
 HT1254  HISTORY     - UNK      MONUMENTED       CGS
 HT1254  HISTORY     - 1948     MARK NOT FOUND   CGS
 HT1254
 HT1254                          STATION DESCRIPTION
 HT1254
 HT1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HT1254'1.9 MI NE FROM PALO ALTO.
 HT1254'1.9 MILES NORTHEAST ALONG UNIVERSITY AVENUE FROM THE SOUTHERN
 HT1254'PACIFIC CO. RAILROAD STATION AT PALO ALTO, AT THE NORTHWEST
 HT1254'CORNER OF THE INTERSECTION OF BAYSHORE HIGHWAY, 45 FEET WEST
 HT1254'OF THE CENTER LINE OF UNIVERSITY AVENUE, 45 FEET NORTHEAST OF
 HT1254'THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF
 HT1254'POWER-TRANSMISSION LINE POLE 15, AND 15 FEET WEST OF THE CENTER
 HT1254'OF A MANHOLE COVER.  A STANDARD DISK SET IN THE TOP OF A
 HT1254'CONCRETE POST.  NOTE-- THERE HAS BEEN A TRAFFIC LIGHT INSTALLED
 HT1254'ON THE CORNER, AND A RIGHT TURN LANE PAVED OVER THE LOCATION OF
 HT1254'THIS MARK, HOLES WERE DUG THROUGH THE PAVEMENT IN AN ATTEMPT
 HT1254'TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0856 ***********************************************************************
 KT0856  DESIGNATION -  RV 10 NWPRR
 KT0856  PID         -  KT0856
 KT0856  STATE/COUNTY-  CA/MENDOCINO
 KT0856  USGS QUAD   -  LONGVALE (1994)
 KT0856
 KT0856                         *CURRENT SURVEY CONTROL
 KT0856  ___________________________________________________________________
 KT0856* NAD 83(1986)-  39 30 28.     (N)    123 23 32.     (W)     SCALED    
 KT0856* NAVD 88     -       383.18   (+/-2cm)    1257.1    (feet)  VERTCON   
 KT0856  ___________________________________________________________________
 KT0856  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT0856  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0856
 KT0856.The horizontal coordinates were scaled from a topographic map and have
 KT0856.an estimated accuracy of +/- 6 seconds.
 KT0856.
 KT0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0856
 KT0856.The vertical order pertains to the NGVD 29 superseded value.
 KT0856
 KT0856.The geoid height was determined by GEOID09.
 KT0856
 KT0856;                    North         East    Units  Estimated Accuracy
 KT0856;SPC CA 2     -   705,290.    1,880,280.      MT  (+/- 180 meters Scaled)
 KT0856
 KT0856                          SUPERSEDED SURVEY CONTROL
 KT0856
 KT0856  NGVD 29 (??/??/92)  382.254  (m)         1254.11   (f) ADJ UNCH    1 2
 KT0856
 KT0856.Superseded values are not recommended for survey control.
 KT0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0856.See file dsdata.txt to determine how the superseded data were derived.
 KT0856
 KT0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ662732(NAD 83)
 KT0856
 KT0856_MARKER: R = RIVET
 KT0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0856_SP_SET: BRIDGE
 KT0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0856
 KT0856  HISTORY     - Date     Condition        Report By
 KT0856  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0856  HISTORY     - 1966     GOOD             CGS
 KT0856
 KT0856                          STATION DESCRIPTION
 KT0856
 KT0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0856'8.2 MI N FROM WILLITS.
 KT0856'8.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0856'THE STATION AT WILLITS, NEAR POLE 147/27, IN THE TOP OF THE
 KT0856'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 4 OVER OUTLET
 KT0856'CREEK, 5.3 FEET NORTHWEST OF THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1344 ***********************************************************************
 JT1344  DESIGNATION -  RV 100 NWPRR
 JT1344  PID         -  JT1344
 JT1344  STATE/COUNTY-  CA/MENDOCINO
 JT1344  USGS QUAD   -  HOPLAND (1975)
 JT1344
 JT1344                         *CURRENT SURVEY CONTROL
 JT1344  ___________________________________________________________________
 JT1344* NAD 83(1986)-  38 56 31.     (N)    123 05 00.     (W)     SCALED    
 JT1344* NAVD 88     -       144.55   (+/-2cm)     474.2    (feet)  VERTCON   
 JT1344  ___________________________________________________________________
 JT1344  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 JT1344  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1344
 JT1344.The horizontal coordinates were scaled from a topographic map and have
 JT1344.an estimated accuracy of +/- 6 seconds.
 JT1344.
 JT1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1344
 JT1344.The vertical order pertains to the NGVD 29 superseded value.
 JT1344
 JT1344.The geoid height was determined by GEOID09.
 JT1344
 JT1344;                    North         East    Units  Estimated Accuracy
 JT1344;SPC CA 2     -   642,120.    1,906,090.      MT  (+/- 180 meters Scaled)
 JT1344
 JT1344                          SUPERSEDED SURVEY CONTROL
 JT1344
 JT1344  NGVD 29 (??/??/92)  143.690  (m)          471.42   (f) ADJ UNCH    1 2
 JT1344
 JT1344.Superseded values are not recommended for survey control.
 JT1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1344.See file dsdata.txt to determine how the superseded data were derived.
 JT1344
 JT1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ927103(NAD 83)
 JT1344
 JT1344_MARKER: R = RIVET
 JT1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1344_SP_SET: CULVERT
 JT1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1344
 JT1344  HISTORY     - Date     Condition        Report By
 JT1344  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1344  HISTORY     - 1964     GOOD             CGS
 JT1344  HISTORY     - 1971     GOOD             NGS
 JT1344
 JT1344                          STATION DESCRIPTION
 JT1344
 JT1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1344'3 MI S FROM HOPLAND.
 JT1344'3.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1344'FROM THE STATION AT HOPLAND, 2-3/4 POLES NORTH OF MLIEPOLE
 JT1344'97, AT SURVEY STATION 5042+75, AT CULVERT 97-A, IN THE TOP
 JT1344'OF THE EAST CONCRETE HEADWALL, 14.5 FEET EAST OF THE ESAT RAIL
 JT1344'OF THE TRACK, 1.1 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 JT1344'THE HEADWALL, AND ABOUT 7 FEET LOWER THAN THE TRACK.
 JT1344
 JT1344                          STATION RECOVERY (1971)
 JT1344
 JT1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1348 ***********************************************************************
 JT1348  DESIGNATION -  RV 102 NWPRR
 JT1348  PID         -  JT1348
 JT1348  STATE/COUNTY-  CA/MENDOCINO
 JT1348  USGS QUAD   -  HOPLAND (1975)
 JT1348
 JT1348                         *CURRENT SURVEY CONTROL
 JT1348  ___________________________________________________________________
 JT1348* NAD 83(1986)-  38 55 32.     (N)    123 03 36.     (W)     SCALED    
 JT1348* NAVD 88     -       144.32   (+/-2cm)     473.5    (feet)  VERTCON   
 JT1348  ___________________________________________________________________
 JT1348  GEOID HEIGHT-         -30.21  (meters)                     GEOID09
 JT1348  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1348
 JT1348.The horizontal coordinates were scaled from a topographic map and have
 JT1348.an estimated accuracy of +/- 6 seconds.
 JT1348.
 JT1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1348
 JT1348.The vertical order pertains to the NGVD 29 superseded value.
 JT1348
 JT1348.The geoid height was determined by GEOID09.
 JT1348
 JT1348;                    North         East    Units  Estimated Accuracy
 JT1348;SPC CA 2     -   640,280.    1,908,090.      MT  (+/- 180 meters Scaled)
 JT1348
 JT1348                          SUPERSEDED SURVEY CONTROL
 JT1348
 JT1348  NGVD 29 (??/??/92)  143.447  (m)          470.63   (f) ADJ UNCH    1 2
 JT1348
 JT1348.Superseded values are not recommended for survey control.
 JT1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1348.See file dsdata.txt to determine how the superseded data were derived.
 JT1348
 JT1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ947085(NAD 83)
 JT1348
 JT1348_MARKER: B = BOLT
 JT1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1348_SP_SET: CULVERT
 JT1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1348
 JT1348  HISTORY     - Date     Condition        Report By
 JT1348  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1348  HISTORY     - 1964     GOOD             CGS
 JT1348  HISTORY     - 1971     GOOD             NGS
 JT1348
 JT1348                          STATION DESCRIPTION
 JT1348
 JT1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1348'4.9 MI S FROM HOPLAND.
 JT1348'4.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1348'FROM THE STATION AT HOPLAND, 8 POLES NORTH OF MILEPOLE 95,
 JT1348'100 YARDS SOUTH OF THE SITE OF THE FORMER STATION AT PIETA,
 JT1348'AT CULVERT 95-C, IN THE TOP OF THE EAST CONCRETE HEADWALL,
 JT1348'18.0 FEET EAST OF THE EAST RAIL OF THE TRACK, 0.7 FOOT NORTH
 JT1348'OF THE SOUTH END OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN
 JT1348'THE TRACK.
 JT1348
 JT1348                          STATION RECOVERY (1971)
 JT1348
 JT1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1349 ***********************************************************************
 JT1349  DESIGNATION -  RV 103 NWPRR
 JT1349  PID         -  JT1349
 JT1349  STATE/COUNTY-  CA/MENDOCINO
 JT1349  USGS QUAD   -  HOPLAND (1975)
 JT1349
 JT1349                         *CURRENT SURVEY CONTROL
 JT1349  ___________________________________________________________________
 JT1349* NAD 83(1986)-  38 55 20.     (N)    123 03 33.     (W)     SCALED    
 JT1349* NAVD 88     -       145.96   (+/-2cm)     478.9    (feet)  VERTCON   
 JT1349  ___________________________________________________________________
 JT1349  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 JT1349  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1349
 JT1349.The horizontal coordinates were scaled from a topographic map and have
 JT1349.an estimated accuracy of +/- 6 seconds.
 JT1349.
 JT1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1349
 JT1349.The vertical order pertains to the NGVD 29 superseded value.
 JT1349
 JT1349.The geoid height was determined by GEOID09.
 JT1349
 JT1349;                    North         East    Units  Estimated Accuracy
 JT1349;SPC CA 2     -   639,910.    1,908,160.      MT  (+/- 180 meters Scaled)
 JT1349
 JT1349                          SUPERSEDED SURVEY CONTROL
 JT1349
 JT1349  NGVD 29 (??/??/92)  145.090  (m)          476.02   (f) ADJ UNCH    1 2
 JT1349
 JT1349.Superseded values are not recommended for survey control.
 JT1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1349.See file dsdata.txt to determine how the superseded data were derived.
 JT1349
 JT1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ948081(NAD 83)
 JT1349
 JT1349_MARKER: R = RIVET
 JT1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1349_SP_SET: CON FOUNDATION WALL
 JT1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1349
 JT1349  HISTORY     - Date     Condition        Report By
 JT1349  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1349  HISTORY     - 1964     GOOD             CGS
 JT1349  HISTORY     - 1971     GOOD             NGS
 JT1349
 JT1349                          STATION DESCRIPTION
 JT1349
 JT1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1349'5.2 MI S FROM HOPLAND.
 JT1349'5.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1349'FROM THE STATION AT HOPLAND, 0.4 MILE SOUTH OF THE SITE OF THE
 JT1349'FORMER STATION AT PIETA, 2 POLES SOUTH OF MILEPOLE 95, AT
 JT1349'SURVEY STATION 4928+25, IN THE TOP OF THE EAST CONCRETE FOUNDATION
 JT1349'WALL AT THE NORTH PORTAL OF TUNNEL 9, 5.5 FEET EAST OF THE EAST
 JT1349'RAIL OF THE TRACK, 4.5 FEET SOUTH OF THE NORTH END OF THE
 JT1349'FOUNDATION WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.
 JT1349
 JT1349                          STATION RECOVERY (1971)
 JT1349
 JT1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1354 ***********************************************************************
 JT1354  DESIGNATION -  RV 107 NWPRR
 JT1354  PID         -  JT1354
 JT1354  STATE/COUNTY-  CA/MENDOCINO
 JT1354  USGS QUAD   -  HOPLAND (1975)
 JT1354
 JT1354                         *CURRENT SURVEY CONTROL
 JT1354  ___________________________________________________________________
 JT1354* NAD 83(1986)-  38 53 48.     (N)    123 03 32.     (W)     SCALED    
 JT1354* NAVD 88     -       142.96   (+/-2cm)     469.0    (feet)  VERTCON   
 JT1354  ___________________________________________________________________
 JT1354  GEOID HEIGHT-         -30.29  (meters)                     GEOID09
 JT1354  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1354
 JT1354.The horizontal coordinates were scaled from a topographic map and have
 JT1354.an estimated accuracy of +/- 6 seconds.
 JT1354.
 JT1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1354
 JT1354.The vertical order pertains to the NGVD 29 superseded value.
 JT1354
 JT1354.The geoid height was determined by GEOID09.
 JT1354
 JT1354;                    North         East    Units  Estimated Accuracy
 JT1354;SPC CA 2     -   637,070.    1,908,150.      MT  (+/- 180 meters Scaled)
 JT1354
 JT1354                          SUPERSEDED SURVEY CONTROL
 JT1354
 JT1354  NGVD 29 (??/??/92)  142.082  (m)          466.15   (f) ADJ UNCH    1 2
 JT1354
 JT1354.Superseded values are not recommended for survey control.
 JT1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1354.See file dsdata.txt to determine how the superseded data were derived.
 JT1354
 JT1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ948053(NAD 83)
 JT1354
 JT1354_MARKER: B = BOLT
 JT1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1354_SP_SET: CULVERT
 JT1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1354
 JT1354  HISTORY     - Date     Condition        Report By
 JT1354  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1354  HISTORY     - 1964     GOOD             CGS
 JT1354  HISTORY     - 1971     GOOD             NGS
 JT1354
 JT1354                          STATION DESCRIPTION
 JT1354
 JT1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1354'7 MI S FROM HOPLAND.
 JT1354'7.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1354'FROM THE STATION AT HOPLAND, 3 RAILS NORTH OF MILEPOLE 93,
 JT1354'AT SURVEY STANDARD 4828+59, AT CULVERT 93-A, IN THE TOP OF THE
 JT1354'EAST CONCRETE HEADWALL, 10.7 FEET EAST OF THE EAST RAIL OF THE
 JT1354'TRACK, 1.1 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND
 JT1354'ABOUT 3 FEET LOWER THAN THE TRACK.
 JT1354
 JT1354                          STATION RECOVERY (1971)
 JT1354
 JT1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1357 ***********************************************************************
 JT1357  DESIGNATION -  RV 108 NWPRR
 JT1357  PID         -  JT1357
 JT1357  STATE/COUNTY-  CA/MENDOCINO
 JT1357  USGS QUAD   -  HOPLAND (1975)
 JT1357
 JT1357                         *CURRENT SURVEY CONTROL
 JT1357  ___________________________________________________________________
 JT1357* NAD 83(1986)-  38 52 54.     (N)    123 03 21.     (W)     SCALED    
 JT1357* NAVD 88     -       128.66   (+/-2cm)     422.1    (feet)  VERTCON   
 JT1357  ___________________________________________________________________
 JT1357  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 JT1357  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1357
 JT1357.The horizontal coordinates were scaled from a topographic map and have
 JT1357.an estimated accuracy of +/- 6 seconds.
 JT1357.
 JT1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1357
 JT1357.The vertical order pertains to the NGVD 29 superseded value.
 JT1357
 JT1357.The geoid height was determined by GEOID09.
 JT1357
 JT1357;                    North         East    Units  Estimated Accuracy
 JT1357;SPC CA 2     -   635,400.    1,908,390.      MT  (+/- 180 meters Scaled)
 JT1357
 JT1357                          SUPERSEDED SURVEY CONTROL
 JT1357
 JT1357  NGVD 29 (??/??/92)  127.780  (m)          419.22   (f) ADJ UNCH    1 2
 JT1357
 JT1357.Superseded values are not recommended for survey control.
 JT1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1357.See file dsdata.txt to determine how the superseded data were derived.
 JT1357
 JT1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ951036(NAD 83)
 JT1357
 JT1357_MARKER: R = RIVET
 JT1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1357_SP_SET: CULVERT
 JT1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1357
 JT1357  HISTORY     - Date     Condition        Report By
 JT1357  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1357  HISTORY     - 1936     GOOD             CGS
 JT1357  HISTORY     - 1971     POOR
 JT1357
 JT1357                          STATION DESCRIPTION
 JT1357
 JT1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JT1357'6.7 MI N FROM CLOVERDALE.
 JT1357'6.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1357'FROM THE STATION AT CLOVERDALE, AT SURVEY STATION 4766+00, AT
 JT1357'RAILROAD TRESTLE 91-M, IN THE TOP OF THE FIRST BENT CONCRETE
 JT1357'FOUNDATION SOUTH OF THE NORTH BACKWALL, 17 FEET SOUTH OF THE
 JT1357'NORTH END OF THE TRESTLE, 4.0 FEET EAST OF THE EAST RAIL OF
 JT1357'THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 JT1357
 JT1357                          STATION RECOVERY (1971)
 JT1357
 JT1357'RECOVERED 1971
 JT1357'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1358 ***********************************************************************
 JT1358  DESIGNATION -  RV 109 NWPRR
 JT1358  PID         -  JT1358
 JT1358  STATE/COUNTY-  CA/MENDOCINO
 JT1358  USGS QUAD   -  HOPLAND (1975)
 JT1358
 JT1358                         *CURRENT SURVEY CONTROL
 JT1358  ___________________________________________________________________
 JT1358* NAD 83(1986)-  38 52 41.     (N)    123 02 55.     (W)     SCALED    
 JT1358* NAVD 88     -       130.60   (+/-2cm)     428.5    (feet)  VERTCON   
 JT1358  ___________________________________________________________________
 JT1358  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 JT1358  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1358
 JT1358.The horizontal coordinates were scaled from a topographic map and have
 JT1358.an estimated accuracy of +/- 6 seconds.
 JT1358.
 JT1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1358
 JT1358.The vertical order pertains to the NGVD 29 superseded value.
 JT1358
 JT1358.The geoid height was determined by GEOID09.
 JT1358
 JT1358;                    North         East    Units  Estimated Accuracy
 JT1358;SPC CA 2     -   635,000.    1,909,020.      MT  (+/- 180 meters Scaled)
 JT1358
 JT1358                          SUPERSEDED SURVEY CONTROL
 JT1358
 JT1358  NGVD 29 (??/??/92)  129.728  (m)          425.62   (f) ADJ UNCH    1 2
 JT1358
 JT1358.Superseded values are not recommended for survey control.
 JT1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1358.See file dsdata.txt to determine how the superseded data were derived.
 JT1358
 JT1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ957032(NAD 83)
 JT1358
 JT1358_MARKER: R = RIVET
 JT1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1358_SP_SET: CULVERT
 JT1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1358
 JT1358  HISTORY     - Date     Condition        Report By
 JT1358  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1358  HISTORY     - 1964     GOOD             CGS
 JT1358  HISTORY     - 1971     MARK NOT FOUND
 JT1358
 JT1358                          STATION DESCRIPTION
 JT1358
 JT1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1358'6 MI N FROM CLOVERDALE.
 JT1358'6.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1358'FROM THE STATION AT CLOVERDALE, 5 POLES NORTH OF MILEPOLE 91,
 JT1358'AT SURVEY STATION 4131+11, AT CULVERT 91-D, ON THE OUTSIDE OF A
 JT1358'CURVE, IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL, 17.6
 JT1358'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.9 FOOT
 JT1358'SOUTHEAST OF THE NORTH CORNER OF THE HEADWALL, AND ABOUT 4 FEET
 JT1358'LOWER THAN THE TRACK.
 JT1358
 JT1358                          STATION RECOVERY (1971)
 JT1358
 JT1358'RECOVERED 1971
 JT1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0855 ***********************************************************************
 KT0855  DESIGNATION -  RV 11 NWPRR
 KT0855  PID         -  KT0855
 KT0855  STATE/COUNTY-  CA/MENDOCINO
 KT0855  USGS QUAD   -  LONGVALE (1994)
 KT0855
 KT0855                         *CURRENT SURVEY CONTROL
 KT0855  ___________________________________________________________________
 KT0855* NAD 83(1986)-  39 30 05.     (N)    123 23 20.     (W)     SCALED    
 KT0855* NAVD 88     -       387.85   (+/-2cm)    1272.5    (feet)  VERTCON   
 KT0855  ___________________________________________________________________
 KT0855  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0855  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0855
 KT0855.The horizontal coordinates were scaled from a topographic map and have
 KT0855.an estimated accuracy of +/- 6 seconds.
 KT0855.
 KT0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0855
 KT0855.The vertical order pertains to the NGVD 29 superseded value.
 KT0855
 KT0855.The geoid height was determined by GEOID09.
 KT0855
 KT0855;                    North         East    Units  Estimated Accuracy
 KT0855;SPC CA 2     -   704,580.    1,880,550.      MT  (+/- 180 meters Scaled)
 KT0855
 KT0855                          SUPERSEDED SURVEY CONTROL
 KT0855
 KT0855  NGVD 29 (??/??/92)  386.924  (m)         1269.43   (f) ADJ UNCH    1 2
 KT0855
 KT0855.Superseded values are not recommended for survey control.
 KT0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0855.See file dsdata.txt to determine how the superseded data were derived.
 KT0855
 KT0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ665724(NAD 83)
 KT0855
 KT0855_MARKER: R = RIVET
 KT0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0855_SP_SET: BRIDGE
 KT0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0855
 KT0855  HISTORY     - Date     Condition        Report By
 KT0855  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0855  HISTORY     - 1966     GOOD             CGS
 KT0855
 KT0855                          STATION DESCRIPTION
 KT0855
 KT0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0855'7.7 MI N FROM WILLITS.
 KT0855'7.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0855'THE STATION AT WILLITS, NEAR POLE 147/10, IN THE TOP OF THE
 KT0855'WEST END OF THE SOUTH ABUTMENT OF BRIDGE 3 OVER A CREEK, 4.3
 KT0855'FEET WEST OF THE WEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1361 ***********************************************************************
 JT1361  DESIGNATION -  RV 111 NWPRR
 JT1361  PID         -  JT1361
 JT1361  STATE/COUNTY-  CA/MENDOCINO
 JT1361  USGS QUAD   -  CLOVERDALE (1975)
 JT1361
 JT1361                         *CURRENT SURVEY CONTROL
 JT1361  ___________________________________________________________________
 JT1361* NAD 83(1986)-  38 51 49.     (N)    123 02 38.     (W)     SCALED    
 JT1361* NAVD 88     -       111.92   (+/-2cm)     367.2    (feet)  VERTCON   
 JT1361  ___________________________________________________________________
 JT1361  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 JT1361  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1361
 JT1361.The horizontal coordinates were scaled from a topographic map and have
 JT1361.an estimated accuracy of +/- 6 seconds.
 JT1361.
 JT1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1361
 JT1361.The vertical order pertains to the NGVD 29 superseded value.
 JT1361
 JT1361.The geoid height was determined by GEOID09.
 JT1361
 JT1361;                    North         East    Units  Estimated Accuracy
 JT1361;SPC CA 2     -   633,390.    1,909,410.      MT  (+/- 180 meters Scaled)
 JT1361
 JT1361                          SUPERSEDED SURVEY CONTROL
 JT1361
 JT1361  NGVD 29 (??/??/92)  111.047  (m)          364.33   (f) ADJ UNCH    1 2
 JT1361
 JT1361.Superseded values are not recommended for survey control.
 JT1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1361.See file dsdata.txt to determine how the superseded data were derived.
 JT1361
 JT1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ961016(NAD 83)
 JT1361
 JT1361_MARKER: DB = BENCH MARK DISK
 JT1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1361_SP_SET: CULVERT
 JT1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1361
 JT1361  HISTORY     - Date     Condition        Report By
 JT1361  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1361  HISTORY     - 1960     GOOD             CGS
 JT1361
 JT1361                          STATION DESCRIPTION
 JT1361
 JT1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1361'4.9 MI N FROM CLOVERDALE.
 JT1361'4.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1361'FROM THE STATION AT CLOVERDALE, SONOMA COUNTY, 0.1 MILE NORTH
 JT1361'OF THE ECHO SIDING, 3-1/2 POLES NORTH OF MILEPOST 90, AT SURVEY
 JT1361'STATION 467L+37, AT CONCRETE CULVERT NO. 90-A, IN THE NORTH END
 JT1361'OF THE EAST HEADWALL, 35 FEET EAST OF THE CENTERLINE OF THE
 JT1361'TRACK, AND ABOUT 15 FEET LOWER THAN THE TRACK.  A STANDARD
 JT1361'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1365 ***********************************************************************
 JT1365  DESIGNATION -  RV 114
 JT1365  PID         -  JT1365
 JT1365  STATE/COUNTY-  CA/SONOMA
 JT1365  USGS QUAD   -  CLOVERDALE (1975)
 JT1365
 JT1365                         *CURRENT SURVEY CONTROL
 JT1365  ___________________________________________________________________
 JT1365* NAD 83(1986)-  38 50 33.     (N)    123 01 24.     (W)     SCALED    
 JT1365* NAVD 88     -       114.60   (+/-2cm)     376.0    (feet)  VERTCON   
 JT1365  ___________________________________________________________________
 JT1365  GEOID HEIGHT-         -30.41  (meters)                     GEOID09
 JT1365  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1365
 JT1365.The horizontal coordinates were scaled from a topographic map and have
 JT1365.an estimated accuracy of +/- 6 seconds.
 JT1365.
 JT1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1365
 JT1365.The vertical order pertains to the NGVD 29 superseded value.
 JT1365
 JT1365.The geoid height was determined by GEOID09.
 JT1365
 JT1365;                    North         East    Units  Estimated Accuracy
 JT1365;SPC CA 2     -   631,020.    1,911,170.      MT  (+/- 180 meters Scaled)
 JT1365
 JT1365                          SUPERSEDED SURVEY CONTROL
 JT1365
 JT1365  NGVD 29 (??/??/92)  113.715  (m)          373.08   (f) ADJ UNCH    1 2
 JT1365
 JT1365.Superseded values are not recommended for survey control.
 JT1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1365.See file dsdata.txt to determine how the superseded data were derived.
 JT1365
 JT1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH979992(NAD 83)
 JT1365
 JT1365_MARKER: R = RIVET
 JT1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1365_SP_SET: CONC FOUNDATION
 JT1365_MARK LOGO: NWPRR 
 JT1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1365
 JT1365  HISTORY     - Date     Condition        Report By
 JT1365  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1365  HISTORY     - 1960     GOOD             CGS
 JT1365
 JT1365                          STATION DESCRIPTION
 JT1365
 JT1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1365'3 MI N FROM CLOVERDALE.
 JT1365'3.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1365'FROM THE STATION AT CLOVERDALE, SONOMA COUNTY, 1.1 MILES NORTH
 JT1365'OF THE SITE OF THE FORMER STATION AT PRESTON, AT SURVEY STATION
 JT1365'4567+84, AT THE NORTH PORTAL OF TUNNEL 6, IN THE CONCRETE
 JT1365'FOUNDATION, 9 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 JT1365'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL
 JT1365'RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1367 ***********************************************************************
 JT1367  DESIGNATION -  RV 115
 JT1367  PID         -  JT1367
 JT1367  STATE/COUNTY-  CA/SONOMA
 JT1367  USGS QUAD   -  CLOVERDALE (1975)
 JT1367
 JT1367                         *CURRENT SURVEY CONTROL
 JT1367  ___________________________________________________________________
 JT1367* NAD 83(1986)-  38 49 19.     (N)    123 00 56.     (W)     SCALED    
 JT1367* NAVD 88     -        97.12   (+/-2cm)     318.6    (feet)  VERTCON   
 JT1367  ___________________________________________________________________
 JT1367  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 JT1367  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1367
 JT1367.The horizontal coordinates were scaled from a topographic map and have
 JT1367.an estimated accuracy of +/- 6 seconds.
 JT1367.
 JT1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1367
 JT1367.The vertical order pertains to the NGVD 29 superseded value.
 JT1367
 JT1367.The geoid height was determined by GEOID09.
 JT1367
 JT1367;                    North         East    Units  Estimated Accuracy
 JT1367;SPC CA 2     -   628,740.    1,911,810.      MT  (+/- 180 meters Scaled)
 JT1367
 JT1367                          SUPERSEDED SURVEY CONTROL
 JT1367
 JT1367  NGVD 29 (??/??/92)   96.240  (m)          315.75   (f) ADJ UNCH    1 2
 JT1367
 JT1367.Superseded values are not recommended for survey control.
 JT1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1367.See file dsdata.txt to determine how the superseded data were derived.
 JT1367
 JT1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH986970(NAD 83)
 JT1367
 JT1367_MARKER: R = RIVET
 JT1367_SETTING: 0 = UNSPECIFIED SETTING
 JT1367_MARK LOGO: NWPRR 
 JT1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1367
 JT1367  HISTORY     - Date     Condition        Report By
 JT1367  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1367  HISTORY     - 1934     GOOD             CGS
 JT1367
 JT1367                          STATION DESCRIPTION
 JT1367
 JT1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1367'1.4 MI N FROM CLOVERDALE.
 JT1367'1.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1367'THE STATION AT CLOVERDALE, SONOMA COUNTY, AT SURVEY STATION
 JT1367'4483+56, AT TRESTLE NO. 86-C, IN THE SOUTH ABUTMENT, AND 8 FEET
 JT1367'EAST OF THE MAIN TRACK.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1369 ***********************************************************************
 JT1369  DESIGNATION -  RV 117
 JT1369  PID         -  JT1369
 JT1369  STATE/COUNTY-  CA/SONOMA
 JT1369  USGS QUAD   -  CLOVERDALE (1975)
 JT1369
 JT1369                         *CURRENT SURVEY CONTROL
 JT1369  ___________________________________________________________________
 JT1369* NAD 83(1986)-  38 48 43.     (N)    123 00 42.     (W)     SCALED    
 JT1369* NAVD 88     -        99.37   (+/-2cm)     326.0    (feet)  VERTCON   
 JT1369  ___________________________________________________________________
 JT1369  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 JT1369  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1369
 JT1369.The horizontal coordinates were scaled from a topographic map and have
 JT1369.an estimated accuracy of +/- 6 seconds.
 JT1369.
 JT1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1369
 JT1369.The vertical order pertains to the NGVD 29 superseded value.
 JT1369
 JT1369.The geoid height was determined by GEOID09.
 JT1369
 JT1369;                    North         East    Units  Estimated Accuracy
 JT1369;SPC CA 2     -   627,620.    1,912,140.      MT  (+/- 180 meters Scaled)
 JT1369
 JT1369                          SUPERSEDED SURVEY CONTROL
 JT1369
 JT1369  NGVD 29 (??/??/92)   98.496  (m)          323.15   (f) ADJ UNCH    1 2
 JT1369
 JT1369.Superseded values are not recommended for survey control.
 JT1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1369.See file dsdata.txt to determine how the superseded data were derived.
 JT1369
 JT1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH989959(NAD 83)
 JT1369
 JT1369_MARKER: R = RIVET
 JT1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1369_SP_SET: CONC FOUNDATION
 JT1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1369
 JT1369  HISTORY     - Date     Condition        Report By
 JT1369  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1369  HISTORY     - 1934     GOOD             CGS
 JT1369  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1369
 JT1369                          STATION DESCRIPTION
 JT1369
 JT1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1369'0.6 MI N FROM CLOVERDALE.
 JT1369'0.6 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1369'STATION AT CLOVERDALE, SONOMA COUNTY, AT SURVEY STATION 4439+45,
 JT1369'AT THE NORTH PORTAL OF TUNNEL 5, IN THE CONCRETE FOUNDATION,
 JT1369'AND 8 FEET EAST OF THE MAIN TRACK.  A FLAT-HEADED IRON RIVET.
 JT1369
 JT1369                          STATION RECOVERY (1987)
 JT1369
 JT1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1049 ***********************************************************************
 JT1049  DESIGNATION -  RV 124
 JT1049  PID         -  JT1049
 JT1049  STATE/COUNTY-  CA/SONOMA
 JT1049  USGS QUAD   -  ASTI (1993)
 JT1049
 JT1049                         *CURRENT SURVEY CONTROL
 JT1049  ___________________________________________________________________
 JT1049* NAD 83(1986)-  38 46 37.     (N)    122 59 45.     (W)     SCALED    
 JT1049* NAVD 88     -        87.11   (+/-2cm)     285.8    (feet)  VERTCON   
 JT1049  ___________________________________________________________________
 JT1049  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 JT1049  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1049
 JT1049.The horizontal coordinates were scaled from a topographic map and have
 JT1049.an estimated accuracy of +/- 6 seconds.
 JT1049.
 JT1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1049
 JT1049.The vertical order pertains to the NGVD 29 superseded value.
 JT1049
 JT1049.The geoid height was determined by GEOID09.
 JT1049
 JT1049;                    North         East    Units  Estimated Accuracy
 JT1049;SPC CA 2     -   623,720.    1,913,470.      MT  (+/- 180 meters Scaled)
 JT1049
 JT1049                          SUPERSEDED SURVEY CONTROL
 JT1049
 JT1049  NGVD 29 (??/??/92)   86.229  (m)          282.90   (f) ADJ UNCH    1 2
 JT1049
 JT1049.Superseded values are not recommended for survey control.
 JT1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1049.See file dsdata.txt to determine how the superseded data were derived.
 JT1049
 JT1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH003920(NAD 83)
 JT1049
 JT1049_MARKER: R = RIVET
 JT1049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1049_SP_SET: HEADWALL
 JT1049_MARK LOGO: NONE  
 JT1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1049+STABILITY: SURFACE MOTION
 JT1049
 JT1049  HISTORY     - Date     Condition        Report By
 JT1049  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1049  HISTORY     - 1934     GOOD             CGS
 JT1049  HISTORY     - 1987     GOOD             NGS
 JT1049
 JT1049                          STATION DESCRIPTION
 JT1049
 JT1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1049'2.2 MI S FROM CLOVERDALE.
 JT1049'2.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1049'STATION AT CLOVERDALE, SONOMA COUNTY, 0.2 MILE NORTH OF THE
 JT1049'SWITCH AT ICARIA SIDING, AT SURVEY STATION 4294+19, AT
 JT1049'CONCRETE-ARCH CULVERT NO. 82-I, IN THE SOUTH END OF THE EAST
 JT1049'HEADWALL, AND 19 FEET EAST OF THE MAIN TRACK.  A STANDARD
 JT1049'MONEL-METAL RIVET.
 JT1049
 JT1049                          STATION RECOVERY (1987)
 JT1049
 JT1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1052 ***********************************************************************
 JT1052  DESIGNATION -  RV 126
 JT1052  PID         -  JT1052
 JT1052  STATE/COUNTY-  CA/SONOMA
 JT1052  USGS QUAD   -  ASTI (1993)
 JT1052
 JT1052                         *CURRENT SURVEY CONTROL
 JT1052  ___________________________________________________________________
 JT1052* NAD 83(1986)-  38 46 05.     (N)    122 59 09.     (W)     SCALED    
 JT1052* NAVD 88     -        82.17   (+/-2cm)     269.6    (feet)  VERTCON   
 JT1052  ___________________________________________________________________
 JT1052  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 JT1052  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1052
 JT1052.The horizontal coordinates were scaled from a topographic map and have
 JT1052.an estimated accuracy of +/- 6 seconds.
 JT1052.
 JT1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1052
 JT1052.The vertical order pertains to the NGVD 29 superseded value.
 JT1052
 JT1052.The geoid height was determined by GEOID09.
 JT1052
 JT1052;                    North         East    Units  Estimated Accuracy
 JT1052;SPC CA 2     -   622,730.    1,914,330.      MT  (+/- 180 meters Scaled)
 JT1052
 JT1052                          SUPERSEDED SURVEY CONTROL
 JT1052
 JT1052  NGVD 29 (??/??/92)   81.294  (m)          266.71   (f) ADJ UNCH    1 2
 JT1052
 JT1052.Superseded values are not recommended for survey control.
 JT1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1052.See file dsdata.txt to determine how the superseded data were derived.
 JT1052
 JT1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH012910(NAD 83)
 JT1052
 JT1052_MARKER: S = SPIKE
 JT1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1052_SP_SET: CULVERT
 JT1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1052
 JT1052  HISTORY     - Date     Condition        Report By
 JT1052  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1052  HISTORY     - 1934     GOOD             CGS
 JT1052  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1052  HISTORY     - 19900423 MARK NOT FOUND   USPSQD
 JT1052
 JT1052                          STATION DESCRIPTION
 JT1052
 JT1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1052'3.1 MI S FROM CLOVERDALE.
 JT1052'3.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1052'THE STATION AT CLOVERDALE, SONOMA COUNTY, 0.8 MILE SOUTH OF
 JT1052'THE SWITCH AT ICARIA SIDING, AT SURVEY STANDARD 4246+05, AT CULVERT
 JT1052'NO. 82-A, IN THE EAST END OF THE NORTH HEADWALL, AND 18 FEET
 JT1052'NORTH OF THE MAIN TRACK.  A TRACK SPIKE.
 JT1052
 JT1052                          STATION RECOVERY (1987)
 JT1052
 JT1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1052'MARK NOT FOUND.
 JT1052
 JT1052                          STATION RECOVERY (1990)
 JT1052
 JT1052'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1091 ***********************************************************************
 KT1091  DESIGNATION -  RV 13 NWPRR
 KT1091  PID         -  KT1091
 KT1091  STATE/COUNTY-  CA/MENDOCINO
 KT1091  USGS QUAD   -  BURBECK (1991)
 KT1091
 KT1091                         *CURRENT SURVEY CONTROL
 KT1091  ___________________________________________________________________
 KT1091* NAD 83(1986)-  39 29 25.     (N)    123 22 59.     (W)     SCALED    
 KT1091* NAVD 88     -       394.65   (+/-2cm)    1294.8    (feet)  VERTCON   
 KT1091  ___________________________________________________________________
 KT1091  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT1091  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1091
 KT1091.The horizontal coordinates were scaled from a topographic map and have
 KT1091.an estimated accuracy of +/- 6 seconds.
 KT1091.
 KT1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1091
 KT1091.The vertical order pertains to the NGVD 29 superseded value.
 KT1091
 KT1091.The geoid height was determined by GEOID09.
 KT1091
 KT1091;                    North         East    Units  Estimated Accuracy
 KT1091;SPC CA 2     -   703,340.    1,881,030.      MT  (+/- 180 meters Scaled)
 KT1091
 KT1091                          SUPERSEDED SURVEY CONTROL
 KT1091
 KT1091  NGVD 29 (??/??/92)  393.723  (m)         1291.74   (f) ADJ UNCH    1 2
 KT1091
 KT1091.Superseded values are not recommended for survey control.
 KT1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1091.See file dsdata.txt to determine how the superseded data were derived.
 KT1091
 KT1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ670712(NAD 83)
 KT1091
 KT1091_MARKER: R = RIVET
 KT1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1091_SP_SET: CULVERT
 KT1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1091
 KT1091  HISTORY     - Date     Condition        Report By
 KT1091  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1091  HISTORY     - 1965     GOOD             CGS
 KT1091
 KT1091                          STATION DESCRIPTION
 KT1091
 KT1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1091'6.9 MI N FROM WILLITS.
 KT1091'6.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1091'THE STATION AT WILLITS, IN THE TOP OF THE SOUTH END OF THE
 KT1091'WEST HEAD WALL OF A 36-INCH PIPE CULVERT, 9.2 FEET WEST OF
 KT1091'THE WEST RAIL, 45 1/2 FEET SOUTH OF TELEGRAPH POLE 146-16, AND
 KT1091'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1057 ***********************************************************************
 JT1057  DESIGNATION -  RV 130
 JT1057  PID         -  JT1057
 JT1057  STATE/COUNTY-  CA/SONOMA
 JT1057  USGS QUAD   -  ASTI (1993)
 JT1057
 JT1057                         *CURRENT SURVEY CONTROL
 JT1057  ___________________________________________________________________
 JT1057* NAD 83(1986)-  38 45 12.     (N)    122 57 29.     (W)     SCALED    
 JT1057* NAVD 88     -        78.12   (+/-2cm)     256.3    (feet)  VERTCON   
 JT1057  ___________________________________________________________________
 JT1057  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 JT1057  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1057
 JT1057.The horizontal coordinates were scaled from a topographic map and have
 JT1057.an estimated accuracy of +/- 6 seconds.
 JT1057.
 JT1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1057
 JT1057.The vertical order pertains to the NGVD 29 superseded value.
 JT1057
 JT1057.The geoid height was determined by GEOID09.
 JT1057
 JT1057;                    North         East    Units  Estimated Accuracy
 JT1057;SPC CA 2     -   621,070.    1,916,730.      MT  (+/- 180 meters Scaled)
 JT1057
 JT1057                          SUPERSEDED SURVEY CONTROL
 JT1057
 JT1057  NGVD 29 (??/??/92)   77.242  (m)          253.42   (f) ADJ UNCH    1 2
 JT1057
 JT1057.Superseded values are not recommended for survey control.
 JT1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1057.See file dsdata.txt to determine how the superseded data were derived.
 JT1057
 JT1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH036894(NAD 83)
 JT1057
 JT1057_MARKER: R = RIVET
 JT1057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1057_SP_SET: RETAINING WALL
 JT1057_MARK LOGO: NONE  
 JT1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1057+STABILITY: SURFACE MOTION
 JT1057
 JT1057  HISTORY     - Date     Condition        Report By
 JT1057  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1057  HISTORY     - 1934     GOOD             CGS
 JT1057  HISTORY     - 1987     GOOD             NGS
 JT1057
 JT1057                          STATION DESCRIPTION
 JT1057
 JT1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1057'5 MI S FROM CLOVERDALE.
 JT1057'5.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1057'STATION AT CLOVERDALE, SONOMA COUNTY, 1.1 MILES SOUTH OF THE
 JT1057'STATION AT ASTI, AT SURVEY STATION 4150+03, AT TRESTLE NO. 80-B,
 JT1057'IN THE EAST ABUTMENT, AND 8 FEET SOUTH OF THE MAIN TRACK.  A
 JT1057'STANDARD MONEL-METAL RIVET.
 JT1057
 JT1057                          STATION RECOVERY (1987)
 JT1057
 JT1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1057'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.9 KM
 JT1057'(4.30 MI) NORTHWESTERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1057'THE JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, 5.3 M (17.4 FT)
 JT1057'NORTHEAST OF THE SOUTHWEST END OF A RETAINING WALL FOR A SMALL
 JT1057'BRIDGE, AND 1.2 M (3.9 FT) SOUTHWEST OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1059 ***********************************************************************
 JT1059  DESIGNATION -  RV 132
 JT1059  PID         -  JT1059
 JT1059  STATE/COUNTY-  CA/SONOMA
 JT1059  USGS QUAD   -  GEYSERVILLE (1997)
 JT1059
 JT1059                         *CURRENT SURVEY CONTROL
 JT1059  ___________________________________________________________________
 JT1059* NAD 83(1986)-  38 44 36.     (N)    122 56 48.     (W)     SCALED    
 JT1059* NAVD 88     -        76.02   (+/-2cm)     249.4    (feet)  VERTCON   
 JT1059  ___________________________________________________________________
 JT1059  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 JT1059  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1059
 JT1059.The horizontal coordinates were scaled from a topographic map and have
 JT1059.an estimated accuracy of +/- 6 seconds.
 JT1059.
 JT1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1059
 JT1059.The vertical order pertains to the NGVD 29 superseded value.
 JT1059
 JT1059.The geoid height was determined by GEOID09.
 JT1059
 JT1059;                    North         East    Units  Estimated Accuracy
 JT1059;SPC CA 2     -   619,950.    1,917,710.      MT  (+/- 180 meters Scaled)
 JT1059
 JT1059                          SUPERSEDED SURVEY CONTROL
 JT1059
 JT1059  NGVD 29 (??/??/92)   75.142  (m)          246.53   (f) ADJ UNCH    1 2
 JT1059
 JT1059.Superseded values are not recommended for survey control.
 JT1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1059.See file dsdata.txt to determine how the superseded data were derived.
 JT1059
 JT1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH046882(NAD 83)
 JT1059
 JT1059_MARKER: R = RIVET
 JT1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1059_SP_SET: ABUTMENT
 JT1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1059
 JT1059  HISTORY     - Date     Condition        Report By
 JT1059  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1059  HISTORY     - 1934     GOOD             CGS
 JT1059  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1059  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1059
 JT1059                          STATION DESCRIPTION
 JT1059
 JT1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1059'3.5 MI N FROM GEYSERVILLE.
 JT1059'3.5 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1059'THE STATION AT GEYSERVILLE, SONOMA COUNTY, 0.5 MILE NORTH OF THE
 JT1059'STATION AT CHIANTI, AT SURVEY STATION 4101+77, AT TRESTLE NO. 79-A,
 JT1059'IN THE SOUTH ABUTMENT, AND 8 FEET WEST OF THE MAIN TRACK.
 JT1059'A STANDARD MONEL-METAL RIVET.
 JT1059
 JT1059                          STATION RECOVERY (1987)
 JT1059
 JT1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1059'THE DRILL HOLE WAS FOUND WITH THE RIVIT MISSING.
 JT1059
 JT1059                          STATION RECOVERY (1990)
 JT1059
 JT1059'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGB)
 JT1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1062 ***********************************************************************
 JT1062  DESIGNATION -  RV 134
 JT1062  PID         -  JT1062
 JT1062  STATE/COUNTY-  CA/SONOMA
 JT1062  USGS QUAD   -  GEYSERVILLE (1997)
 JT1062
 JT1062                         *CURRENT SURVEY CONTROL
 JT1062  ___________________________________________________________________
 JT1062* NAD 83(1986)-  38 44 05.     (N)    122 56 25.     (W)     SCALED    
 JT1062* NAVD 88     -        72.30   (+/-2cm)     237.2    (feet)  VERTCON   
 JT1062  ___________________________________________________________________
 JT1062  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 JT1062  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1062
 JT1062.The horizontal coordinates were scaled from a topographic map and have
 JT1062.an estimated accuracy of +/- 6 seconds.
 JT1062.
 JT1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1062
 JT1062.The vertical order pertains to the NGVD 29 superseded value.
 JT1062
 JT1062.The geoid height was determined by GEOID09.
 JT1062
 JT1062;                    North         East    Units  Estimated Accuracy
 JT1062;SPC CA 2     -   618,980.    1,918,250.      MT  (+/- 180 meters Scaled)
 JT1062
 JT1062                          SUPERSEDED SURVEY CONTROL
 JT1062
 JT1062  NGVD 29 (??/??/92)   71.424  (m)          234.33   (f) ADJ UNCH    1 2
 JT1062
 JT1062.Superseded values are not recommended for survey control.
 JT1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1062.See file dsdata.txt to determine how the superseded data were derived.
 JT1062
 JT1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH051873(NAD 83)
 JT1062
 JT1062_MARKER: R = RIVET
 JT1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1062_SP_SET: ABUTMENT
 JT1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1062
 JT1062  HISTORY     - Date     Condition        Report By
 JT1062  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1062  HISTORY     - 1934     GOOD             CGS
 JT1062  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1062  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1062
 JT1062                          STATION DESCRIPTION
 JT1062
 JT1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1062'2.4 MI N FROM GEYSERVILLE.
 JT1062'2.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1062'STATION AT GEYSERVILLE, SONOMA COUNTY, 0.6 MILE SOUTH OF THE
 JT1062'STATION AT CHIANTI, AT SURVEY STATION 4041+72, AT TRESTLE NO
 JT1062'78-B, IN THE NORTH ABUTMENT, AND 8 FEET WEST OF THE MAIN TRACK.
 JT1062'A STANDARD MONEL-METAL RIVET.
 JT1062
 JT1062                          STATION RECOVERY (1987)
 JT1062
 JT1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1062'THERE IS A NEW BRIDGE AT THIS LOCATION.
 JT1062
 JT1062                          STATION RECOVERY (1990)
 JT1062
 JT1062'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGB)
 JT1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1065 ***********************************************************************
 JT1065  DESIGNATION -  RV 136
 JT1065  PID         -  JT1065
 JT1065  STATE/COUNTY-  CA/SONOMA
 JT1065  USGS QUAD   -  GEYSERVILLE (1997)
 JT1065
 JT1065                         *CURRENT SURVEY CONTROL
 JT1065  ___________________________________________________________________
 JT1065* NAD 83(1986)-  38 43 06.     (N)    122 55 05.     (W)     SCALED    
 JT1065* NAVD 88     -        66.96   (+/-2cm)     219.7    (feet)  VERTCON   
 JT1065  ___________________________________________________________________
 JT1065  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 JT1065  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1065
 JT1065.The horizontal coordinates were scaled from a topographic map and have
 JT1065.an estimated accuracy of +/- 6 seconds.
 JT1065.
 JT1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1065
 JT1065.The vertical order pertains to the NGVD 29 superseded value.
 JT1065
 JT1065.The geoid height was determined by GEOID09.
 JT1065
 JT1065;                    North         East    Units  Estimated Accuracy
 JT1065;SPC CA 2     -   617,140.    1,920,160.      MT  (+/- 180 meters Scaled)
 JT1065
 JT1065                          SUPERSEDED SURVEY CONTROL
 JT1065
 JT1065  NGVD 29 (??/??/92)   66.086  (m)          216.82   (f) ADJ UNCH    1 2
 JT1065
 JT1065.Superseded values are not recommended for survey control.
 JT1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1065.See file dsdata.txt to determine how the superseded data were derived.
 JT1065
 JT1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH071855(NAD 83)
 JT1065
 JT1065_MARKER: R = RIVET
 JT1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1065_SP_SET: ABUTMENT
 JT1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1065
 JT1065  HISTORY     - Date     Condition        Report By
 JT1065  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1065  HISTORY     - 1934     GOOD             CGS
 JT1065  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1065  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1065
 JT1065                          STATION DESCRIPTION
 JT1065
 JT1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1065'1.1 MI N FROM GEYSERVILLE.
 JT1065'1.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1065'STATION AT GEYSERVILLE, SONOMA COUNTY, AT SURVEY STATION
 JT1065'3973+77, AT TRESTLE NO. 76-G, IN THE NORTH ABUTMENT, AND 8
 JT1065'FEET WEST OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1065
 JT1065                          STATION RECOVERY (1960)
 JT1065
 JT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1065'MARK NOT FOUND.
 JT1065
 JT1065                          STATION RECOVERY (1987)
 JT1065
 JT1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1065'THE OLD BRIDGE AND ABUTMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1067 ***********************************************************************
 JT1067  DESIGNATION -  RV 138
 JT1067  PID         -  JT1067
 JT1067  STATE/COUNTY-  CA/SONOMA
 JT1067  USGS QUAD   -  GEYSERVILLE (1997)
 JT1067
 JT1067                         *CURRENT SURVEY CONTROL
 JT1067  ___________________________________________________________________
 JT1067* NAD 83(1986)-  38 42 35.     (N)    122 54 19.     (W)     SCALED    
 JT1067* NAVD 88     -        64.149  (meters)     210.46   (feet)  ADJUSTED  
 JT1067  ___________________________________________________________________
 JT1067  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 JT1067  DYNAMIC HT  -          64.109 (meters)     210.33  (feet)  COMP
 JT1067  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JT1067
 JT1067  VERT ORDER  -  FIRST     CLASS II
 JT1067
 JT1067.The horizontal coordinates were scaled from a topographic map and have
 JT1067.an estimated accuracy of +/- 6 seconds.
 JT1067.
 JT1067.The orthometric height was determined by differential leveling and
 JT1067.adjusted in June 1991.
 JT1067
 JT1067.The geoid height was determined by GEOID09.
 JT1067
 JT1067.The dynamic height is computed by dividing the NAVD 88
 JT1067.geopotential number by the normal gravity value computed on the
 JT1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1067.degrees latitude (g = 980.6199 gals.).
 JT1067
 JT1067.The modeled gravity was interpolated from observed gravity values.
 JT1067
 JT1067;                    North         East    Units  Estimated Accuracy
 JT1067;SPC CA 2     -   616,180.    1,921,270.      MT  (+/- 180 meters Scaled)
 JT1067
 JT1067                          SUPERSEDED SURVEY CONTROL
 JT1067
 JT1067  NGVD 29 (12/02/92)   63.275  (m)          207.59   (f) ADJUSTED    1 2
 JT1067
 JT1067.Superseded values are not recommended for survey control.
 JT1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1067.See file dsdata.txt to determine how the superseded data were derived.
 JT1067
 JT1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH082845(NAD 83)
 JT1067
 JT1067_MARKER: R = RIVET
 JT1067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1067_SP_SET: HEADWALL
 JT1067_MARK LOGO: NONE  
 JT1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1067+STABILITY: SURFACE MOTION
 JT1067
 JT1067  HISTORY     - Date     Condition        Report By
 JT1067  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1067  HISTORY     - 1934     GOOD             CGS
 JT1067  HISTORY     - 1987     GOOD             NGS
 JT1067  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1067
 JT1067                          STATION DESCRIPTION
 JT1067
 JT1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1067'0.2 MI N FROM GEYSERVILLE.
 JT1067'0.2 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1067'STATION AT GEYSERVILLE, SONOMA COUNTY, AT SURVEY STATION 3928+88,
 JT1067'AT CULVERT NO. 76-A, IN THE SOUTH END OF THE WEST HEADWALL,
 JT1067'AND 24 FEET WEST OF THE MAIN TRACK.  A STANDARD MONEL-METAL
 JT1067'RIVET.
 JT1067
 JT1067                          STATION RECOVERY (1987)
 JT1067
 JT1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1067'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 JT1067'(0.20 MI) NORTHWESTERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1067'THE JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, 7.6 M (24.9 FT)
 JT1067'SOUTHWEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) NORTHWEST OF THE
 JT1067'SOUTHEAST END OF A CULVERT HEADWALL.
 JT1067'THE MARK IS 0.3 M BELOW THE TRACKS.
 JT1067
 JT1067                          STATION RECOVERY (1990)
 JT1067
 JT1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGB)
 JT1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1072 ***********************************************************************
 JT1072  DESIGNATION -  RV 141
 JT1072  PID         -  JT1072
 JT1072  STATE/COUNTY-  CA/SONOMA
 JT1072  USGS QUAD   -  GEYSERVILLE (1997)
 JT1072
 JT1072                         *CURRENT SURVEY CONTROL
 JT1072  ___________________________________________________________________
 JT1072* NAD 83(1986)-  38 41 41.     (N)    122 53 06.     (W)     SCALED    
 JT1072* NAVD 88     -        65.58   (+/-2cm)     215.2    (feet)  VERTCON   
 JT1072  ___________________________________________________________________
 JT1072  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 JT1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1072
 JT1072.The horizontal coordinates were scaled from a topographic map and have
 JT1072.an estimated accuracy of +/- 6 seconds.
 JT1072.
 JT1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1072
 JT1072.The vertical order pertains to the NGVD 29 superseded value.
 JT1072
 JT1072.The geoid height was determined by GEOID09.
 JT1072
 JT1072;                    North         East    Units  Estimated Accuracy
 JT1072;SPC CA 2     -   614,500.    1,923,010.      MT  (+/- 180 meters Scaled)
 JT1072
 JT1072                          SUPERSEDED SURVEY CONTROL
 JT1072
 JT1072  NGVD 29 (??/??/92)   64.703  (m)          212.28   (f) ADJ UNCH    1 2
 JT1072
 JT1072.Superseded values are not recommended for survey control.
 JT1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1072.See file dsdata.txt to determine how the superseded data were derived.
 JT1072
 JT1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH100829(NAD 83)
 JT1072
 JT1072_MARKER: R = RIVET
 JT1072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1072_SP_SET: RETAINING WALL
 JT1072_MARK LOGO: NONE  
 JT1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1072+STABILITY: SURFACE MOTION
 JT1072
 JT1072  HISTORY     - Date     Condition        Report By
 JT1072  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1072  HISTORY     - 1934     GOOD             CGS
 JT1072  HISTORY     - 1985     GOOD             USPSQD
 JT1072  HISTORY     - 1987     GOOD             NGS
 JT1072
 JT1072                          STATION DESCRIPTION
 JT1072
 JT1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1072'1.3 MI S FROM GEYSERVILLE.
 JT1072'1.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1072'THE STATION AT GEYSERVILLE, SONOMA COUNTY, AT SURVEY STATION
 JT1072'3847+20, AT TRESTLE NO. 74-D, IN THE SOUTH ABUTMENT, AND 8
 JT1072'FEET EAST OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1072
 JT1072                          STATION RECOVERY (1985)
 JT1072
 JT1072'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1072'RECOVERED IN GOOD CONDITION.
 JT1072
 JT1072                          STATION RECOVERY (1987)
 JT1072
 JT1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.2 KM
 JT1072'(1.35 MI) SOUTHEASTERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1072'THE JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, IN TOP OF AND 2.0 M
 JT1072'(6.6 FT) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE RETAINING WALL,
 JT1072'AND 1.7 M (5.6 FT) NORTHEAST OF THE NEAR RAIL.
 JT1072'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1074 ***********************************************************************
 JT1074  DESIGNATION -  RV 143
 JT1074  PID         -  JT1074
 JT1074  STATE/COUNTY-  CA/SONOMA
 JT1074  USGS QUAD   -  GEYSERVILLE (1997)
 JT1074
 JT1074                         *CURRENT SURVEY CONTROL
 JT1074  ___________________________________________________________________
 JT1074* NAD 83(1986)-  38 41 13.     (N)    122 52 48.     (W)     SCALED    
 JT1074* NAVD 88     -        66.56   (+/-2cm)     218.4    (feet)  VERTCON   
 JT1074  ___________________________________________________________________
 JT1074  GEOID HEIGHT-         -30.88  (meters)                     GEOID09
 JT1074  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1074
 JT1074.The horizontal coordinates were scaled from a topographic map and have
 JT1074.an estimated accuracy of +/- 6 seconds.
 JT1074.
 JT1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1074
 JT1074.The vertical order pertains to the NGVD 29 superseded value.
 JT1074
 JT1074.The geoid height was determined by GEOID09.
 JT1074
 JT1074;                    North         East    Units  Estimated Accuracy
 JT1074;SPC CA 2     -   613,630.    1,923,440.      MT  (+/- 180 meters Scaled)
 JT1074
 JT1074                          SUPERSEDED SURVEY CONTROL
 JT1074
 JT1074  NGVD 29 (??/??/92)   65.690  (m)          215.52   (f) ADJ UNCH    1 2
 JT1074
 JT1074.Superseded values are not recommended for survey control.
 JT1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1074.See file dsdata.txt to determine how the superseded data were derived.
 JT1074
 JT1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH104820(NAD 83)
 JT1074
 JT1074_MARKER: R = RIVET
 JT1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1074_SP_SET: ABUTMENT
 JT1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1074
 JT1074  HISTORY     - Date     Condition        Report By
 JT1074  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1074  HISTORY     - 1934     GOOD             CGS
 JT1074  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1074  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT1074  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1074
 JT1074                          STATION DESCRIPTION
 JT1074
 JT1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1074'1.9 MI S FROM GEYSERVILLE.
 JT1074'1.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1074'THE STATION AT GEYSERVILLE, SONOMA COUNTY, 2.0 MILES NORTH OF
 JT1074'THE STATION AT LYTTON, AT SURVEY STATION 3813+28, AT TRESTLE
 JT1074'NO. 73-E, IN THE NORTH ABUTMENT, AND 7 FEET WEST OF THE MAIN
 JT1074'TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1074
 JT1074                          STATION RECOVERY (1960)
 JT1074
 JT1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1074'MARK NOT FOUND.
 JT1074
 JT1074                          STATION RECOVERY (1985)
 JT1074
 JT1074'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1074'MARK NOT FOUND.
 JT1074
 JT1074                          STATION RECOVERY (1987)
 JT1074
 JT1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1074'DUE TO VAGUENESS OF THE DESCRIPTION AND CHANGES IN THE AREA THE MARK
 JT1074'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1077 ***********************************************************************
 JT1077  DESIGNATION -  RV 145
 JT1077  PID         -  JT1077
 JT1077  STATE/COUNTY-  CA/SONOMA
 JT1077  USGS QUAD   -  JIMTOWN (1993)
 JT1077
 JT1077                         *CURRENT SURVEY CONTROL
 JT1077  ___________________________________________________________________
 JT1077* NAD 83(1986)-  38 40 22.     (N)    122 52 33.     (W)     SCALED    
 JT1077* NAVD 88     -        56.78   (+/-2cm)     186.3    (feet)  VERTCON   
 JT1077  ___________________________________________________________________
 JT1077  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 JT1077  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1077
 JT1077.The horizontal coordinates were scaled from a topographic map and have
 JT1077.an estimated accuracy of +/- 6 seconds.
 JT1077.
 JT1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1077
 JT1077.The vertical order pertains to the NGVD 29 superseded value.
 JT1077
 JT1077.The geoid height was determined by GEOID09.
 JT1077
 JT1077;                    North         East    Units  Estimated Accuracy
 JT1077;SPC CA 2     -   612,050.    1,923,790.      MT  (+/- 180 meters Scaled)
 JT1077
 JT1077                          SUPERSEDED SURVEY CONTROL
 JT1077
 JT1077  NGVD 29 (??/??/92)   55.907  (m)          183.42   (f) ADJ UNCH    1 2
 JT1077
 JT1077.Superseded values are not recommended for survey control.
 JT1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1077.See file dsdata.txt to determine how the superseded data were derived.
 JT1077
 JT1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH108804(NAD 83)
 JT1077
 JT1077_MARKER: R = RIVET
 JT1077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1077_SP_SET: RETAINING WALL
 JT1077_MARK LOGO: NONE  
 JT1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1077+STABILITY: SURFACE MOTION
 JT1077
 JT1077  HISTORY     - Date     Condition        Report By
 JT1077  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1077  HISTORY     - 1934     GOOD             CGS
 JT1077  HISTORY     - 1975     GOOD             USGS
 JT1077  HISTORY     - 1985     GOOD             USPSQD
 JT1077  HISTORY     - 1987     GOOD             NGS
 JT1077
 JT1077                          STATION DESCRIPTION
 JT1077
 JT1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1077'2.9 MI S FROM GEYSERVILLE.
 JT1077'2.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1077'STATION AT GEYSERVILLE, SONOMA COUNTY, 1.0 MILE NORTH OF THE
 JT1077'STATION AT LYTTON, AT SURVEY STATION 3758+46, AT TRESTLE NO.
 JT1077'72-F, IN THE SOUTH ABUTMENT, AND 7 FEET WEST OF THE MAIN
 JT1077'TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1077
 JT1077                          STATION RECOVERY (1975)
 JT1077
 JT1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1077'4.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1077'STATION AT HEALDSBURG, AT A DIRT ROAD CROSSING, 15 FEET NORTHWEST OF
 JT1077'THE CENTER OF THE CROSSING, 5 FEET WEST OF THE WEST RAIL OF THE MAIN
 JT1077'TRACK, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A
 JT1077'RAILROAD BRIDGE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 JT1077
 JT1077                          STATION RECOVERY (1985)
 JT1077
 JT1077'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1077'RECOVERED IN GOOD CONDITION.
 JT1077
 JT1077                          STATION RECOVERY (1987)
 JT1077
 JT1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1077'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.0 KM
 JT1077'(3.10 MI) SOUTHEASTERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1077'THE JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, 2.9 M (9.5 FT)
 JT1077'NORTHEAST OF THE SOUTHWEST END OF A RETAINING WALL, AND 1.7 M
 JT1077'(5.6 FT) SOUTHWEST OF THE NEAR RAIL. NOTE--THE RIVIT IS NOW UNDER A
 JT1077'WOOD WALKWAY.
 JT1077'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1082 ***********************************************************************
 JT1082  DESIGNATION -  RV 149
 JT1082  PID         -  JT1082
 JT1082  STATE/COUNTY-  CA/SONOMA
 JT1082  USGS QUAD   -  JIMTOWN (1993)
 JT1082
 JT1082                         *CURRENT SURVEY CONTROL
 JT1082  ___________________________________________________________________
 JT1082* NAD 83(1986)-  38 38 36.     (N)    122 52 20.     (W)     SCALED    
 JT1082* NAVD 88     -        54.48   (+/-2cm)     178.7    (feet)  VERTCON   
 JT1082  ___________________________________________________________________
 JT1082  GEOID HEIGHT-         -31.03  (meters)                     GEOID09
 JT1082  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1082
 JT1082.The horizontal coordinates were scaled from a topographic map and have
 JT1082.an estimated accuracy of +/- 6 seconds.
 JT1082.
 JT1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1082
 JT1082.The vertical order pertains to the NGVD 29 superseded value.
 JT1082
 JT1082.The geoid height was determined by GEOID09.
 JT1082
 JT1082;                    North         East    Units  Estimated Accuracy
 JT1082;SPC CA 2     -   608,780.    1,924,070.      MT  (+/- 180 meters Scaled)
 JT1082
 JT1082                          SUPERSEDED SURVEY CONTROL
 JT1082
 JT1082  NGVD 29 (??/??/92)   53.609  (m)          175.88   (f) ADJ UNCH    1 2
 JT1082
 JT1082.Superseded values are not recommended for survey control.
 JT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1082.See file dsdata.txt to determine how the superseded data were derived.
 JT1082
 JT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH111772(NAD 83)
 JT1082
 JT1082_MARKER: R = RIVET
 JT1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1082_SP_SET: CULVERT
 JT1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1082
 JT1082  HISTORY     - Date     Condition        Report By
 JT1082  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1082  HISTORY     - 1934     GOOD             CGS
 JT1082  HISTORY     - 1975     GOOD             USGS
 JT1082  HISTORY     - 1985     GOOD             USPSQD
 JT1082  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1082
 JT1082                          STATION DESCRIPTION
 JT1082
 JT1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1082'2.8 MI N FROM HEALDSBURG.
 JT1082'2.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1082'STATION AT HEALDSBURG, SONOMA COUNTY, 1.1 MILES SOUTH OF THE
 JT1082'STATION AT LYTTON, AT SURVEY STATION 3653+71, AT CULVERT NO.
 JT1082'70-I, IN THE SOUTH END OF THE WEST HEADWALL, AND 18 FEET WEST
 JT1082'OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1082
 JT1082                          STATION RECOVERY (1975)
 JT1082
 JT1082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1082'2.65 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1082'STATION AT HEALDSBURG, 12 POLES SOUTHWEST OF MILEPOST 71, 10.3 FEET
 JT1082'NORTHWEST OF THE NORTHWEST RAIL, 6 FEET EAST OF THE 12TH TELEPHONE
 JT1082'POLE, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 JT1082'WALL OF A 36-INCH CONCRETE PIPE CULVERT, 0.8 FOOT NORTHEAST OF THE
 JT1082'SOUTHWEST END OF THE HEAD WALL, AND ABOUT 3 FEET LOWER THAN THE
 JT1082'TRACK.
 JT1082
 JT1082                          STATION RECOVERY (1985)
 JT1082
 JT1082'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1082'RECOVERED IN GOOD CONDITION.
 JT1082
 JT1082                          STATION RECOVERY (1987)
 JT1082
 JT1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1082'THE TOP OF THE HEADWALL IS WEATHER BEATEN AND CHIPPED AWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1093 ***********************************************************************
 KT1093  DESIGNATION -  RV 15 NWPRR
 KT1093  PID         -  KT1093
 KT1093  STATE/COUNTY-  CA/MENDOCINO
 KT1093  USGS QUAD   -  BURBECK (1991)
 KT1093
 KT1093                         *CURRENT SURVEY CONTROL
 KT1093  ___________________________________________________________________
 KT1093* NAD 83(1986)-  39 28 51.     (N)    123 23 02.     (W)     SCALED    
 KT1093* NAVD 88     -       401.64   (+/-2cm)    1317.7    (feet)  VERTCON   
 KT1093  ___________________________________________________________________
 KT1093  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1093  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1093
 KT1093.The horizontal coordinates were scaled from a topographic map and have
 KT1093.an estimated accuracy of +/- 6 seconds.
 KT1093.
 KT1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1093
 KT1093.The vertical order pertains to the NGVD 29 superseded value.
 KT1093
 KT1093.The geoid height was determined by GEOID09.
 KT1093
 KT1093;                    North         East    Units  Estimated Accuracy
 KT1093;SPC CA 2     -   702,290.    1,880,950.      MT  (+/- 180 meters Scaled)
 KT1093
 KT1093                          SUPERSEDED SURVEY CONTROL
 KT1093
 KT1093  NGVD 29 (??/??/92)  400.706  (m)         1314.65   (f) ADJ UNCH    1 2
 KT1093
 KT1093.Superseded values are not recommended for survey control.
 KT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1093.See file dsdata.txt to determine how the superseded data were derived.
 KT1093
 KT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ669702(NAD 83)
 KT1093
 KT1093_MARKER: R = RIVET
 KT1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1093_SP_SET: BRIDGE
 KT1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1093
 KT1093  HISTORY     - Date     Condition        Report By
 KT1093  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1093  HISTORY     - 1965     GOOD             CGS
 KT1093
 KT1093                          STATION DESCRIPTION
 KT1093
 KT1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1093'6.2 MI N FROM WILLITS.
 KT1093'6.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1093'THE STATION AT WILLITS, IN THE TOP AND 1.7 FEET NORTHWEST OF
 KT1093'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF STEEL TRUSS
 KT1093'BRIDGE NO 2 OVER OUTLET CREEK, 3.8 FEET SOUTHEAST OF THE
 KT1093'SOUTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1087 ***********************************************************************
 JT1087  DESIGNATION -  RV 153
 JT1087  PID         -  JT1087
 JT1087  STATE/COUNTY-  CA/SONOMA
 JT1087  USGS QUAD   -  HEALDSBURG (1993)
 JT1087
 JT1087                         *CURRENT SURVEY CONTROL
 JT1087  ___________________________________________________________________
 JT1087* NAD 83(1986)-  38 36 42.     (N)    122 52 22.     (W)     SCALED    
 JT1087* NAVD 88     -        31.03   (+/-2cm)     101.8    (feet)  VERTCON   
 JT1087  ___________________________________________________________________
 JT1087  GEOID HEIGHT-         -31.12  (meters)                     GEOID09
 JT1087  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1087
 JT1087.The horizontal coordinates were scaled from a topographic map and have
 JT1087.an estimated accuracy of +/- 6 seconds.
 JT1087.
 JT1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1087
 JT1087.The vertical order pertains to the NGVD 29 superseded value.
 JT1087
 JT1087.The geoid height was determined by GEOID09.
 JT1087
 JT1087;                    North         East    Units  Estimated Accuracy
 JT1087;SPC CA 2     -   605,270.    1,923,990.      MT  (+/- 180 meters Scaled)
 JT1087
 JT1087                          SUPERSEDED SURVEY CONTROL
 JT1087
 JT1087  NGVD 29 (??/??/92)   30.155  (m)           98.93   (f) ADJ UNCH    1 2
 JT1087
 JT1087.Superseded values are not recommended for survey control.
 JT1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1087.See file dsdata.txt to determine how the superseded data were derived.
 JT1087
 JT1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH110736(NAD 83)
 JT1087
 JT1087_MARKER: R = RIVET
 JT1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1087_SP_SET: CULVERT
 JT1087_MARK LOGO: NWPRR 
 JT1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1087
 JT1087  HISTORY     - Date     Condition        Report By
 JT1087  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1087  HISTORY     - 1960     GOOD             CGS
 JT1087  HISTORY     - 1975     GOOD             USGS
 JT1087  HISTORY     - 1985     GOOD             USPSQD
 JT1087
 JT1087                          STATION DESCRIPTION
 JT1087
 JT1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1087'0.6 MI N FROM HEALDSBURG.
 JT1087'0.6 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1087'FROM THE STATION AT HEALDSBURG, SONOMA COUNTY, AT SURVEY STATION
 JT1087'3533+29, AT THE CROSSING OF NORTH STREET, 33.5 FEET NORTH OF THE
 JT1087'CENTERLINE OF NORTH STREET, 20.2 FEET WEST OF THE WEST RAIL
 JT1087'THE RAILROAD TRACK, AND IN THE NORTH HEADWALL OF A DOUBLE
 JT1087'CONCRETE PIPE CULVERT PARALLELING THE TRACK.  A STANDARD
 JT1087'MONEL-METAL RIVET.
 JT1087
 JT1087                          STATION RECOVERY (1975)
 JT1087
 JT1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1087'0.6 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK FROM THE
 JT1087'STATION AT HEALDSBURG, IN TOP OF THE EAST END OF THE NORTH HEADWALL
 JT1087'OF A DOUBLE CONCRETE PIPE CULVERT PARALLELING THE TRACK, AT THE
 JT1087'CROSSING OF NORTH STREET, 32 FEET NORTH OF THE CENTERLINE OF NORTH
 JT1087'STREET, 20 FEET WEST OF THE WEST RAIL OF TRACK, 37 FEET EAST OF A T
 JT1087'JUNCTION POWERLINE POLE WITH 4 GUY WIRES, ABOUT LEVEL WITH THE TRACK.
 JT1087
 JT1087                          STATION RECOVERY (1985)
 JT1087
 JT1087'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1094 ***********************************************************************
 JT1094  DESIGNATION -  RV 155
 JT1094  PID         -  JT1094
 JT1094  STATE/COUNTY-  CA/SONOMA
 JT1094  USGS QUAD   -  HEALDSBURG (1993)
 JT1094
 JT1094                         *CURRENT SURVEY CONTROL
 JT1094  ___________________________________________________________________
 JT1094* NAD 83(1986)-  38 35 22.     (N)    122 50 51.     (W)     SCALED    
 JT1094* NAVD 88     -        33.410  (meters)     109.61   (feet)  ADJUSTED  
 JT1094  ___________________________________________________________________
 JT1094  GEOID HEIGHT-         -31.17  (meters)                     GEOID09
 JT1094  DYNAMIC HT  -          33.390 (meters)     109.55  (feet)  COMP
 JT1094  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 JT1094
 JT1094  VERT ORDER  -  FIRST     CLASS II
 JT1094
 JT1094.The horizontal coordinates were scaled from a topographic map and have
 JT1094.an estimated accuracy of +/- 6 seconds.
 JT1094.
 JT1094.The orthometric height was determined by differential leveling and
 JT1094.adjusted in June 1991.
 JT1094
 JT1094.The geoid height was determined by GEOID09.
 JT1094
 JT1094.The dynamic height is computed by dividing the NAVD 88
 JT1094.geopotential number by the normal gravity value computed on the
 JT1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1094.degrees latitude (g = 980.6199 gals.).
 JT1094
 JT1094.The modeled gravity was interpolated from observed gravity values.
 JT1094
 JT1094;                    North         East    Units  Estimated Accuracy
 JT1094;SPC CA 2     -   602,780.    1,926,170.      MT  (+/- 180 meters Scaled)
 JT1094
 JT1094                          SUPERSEDED SURVEY CONTROL
 JT1094
 JT1094  NGVD 29 (12/02/92)   32.542  (m)          106.76   (f) ADJUSTED    1 2
 JT1094
 JT1094.Superseded values are not recommended for survey control.
 JT1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1094.See file dsdata.txt to determine how the superseded data were derived.
 JT1094
 JT1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH132712(NAD 83)
 JT1094
 JT1094_MARKER: R = RIVET
 JT1094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT1094_SP_SET: ABUTMENT
 JT1094_MARK LOGO: NONE  
 JT1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1094
 JT1094  HISTORY     - Date     Condition        Report By
 JT1094  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1094  HISTORY     - 1934     GOOD             CGS
 JT1094  HISTORY     - 1960     GOOD             CGS
 JT1094  HISTORY     - 1985     GOOD             USPSQD
 JT1094  HISTORY     - 1987     GOOD             NGS
 JT1094
 JT1094                          STATION DESCRIPTION
 JT1094
 JT1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1094'1.7 MI S FROM HEALDSBURG.
 JT1094'1.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1094'STATION AT HEALDSBURG, SONOMA COUNTY, 0.1 MILE SOUTH OF THE
 JT1094'STATION AT GRANT, AT SURVEY STATION 3415+05, AT TRESTLE NO. 66-D,
 JT1094'IN THE SOUTH ABUTMENT, AND 8 FEET WEST OF THE MAIN TRACK.  A
 JT1094'STANDARD MONEL-METAL RIVET.
 JT1094
 JT1094                          STATION RECOVERY (1960)
 JT1094
 JT1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1094'RECOVERED IN GOOD CONDITION.
 JT1094
 JT1094                          STATION RECOVERY (1985)
 JT1094
 JT1094'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1094'RECOVERED IN GOOD CONDITION.
 JT1094
 JT1094                          STATION RECOVERY (1987)
 JT1094
 JT1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1094'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--0.1
 JT1094'MILE SOUTH OF THE STATION AT GRANTS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1098 ***********************************************************************
 JT1098  DESIGNATION -  RV 158
 JT1098  PID         -  JT1098
 JT1098  STATE/COUNTY-  CA/SONOMA
 JT1098  USGS QUAD   -  HEALDSBURG (1993)
 JT1098
 JT1098                         *CURRENT SURVEY CONTROL
 JT1098  ___________________________________________________________________
 JT1098* NAD 83(1986)-  38 34 38.     (N)    122 50 32.     (W)     SCALED    
 JT1098* NAVD 88     -        33.08   (+/-2cm)     108.5    (feet)  VERTCON   
 JT1098  ___________________________________________________________________
 JT1098  GEOID HEIGHT-         -31.21  (meters)                     GEOID09
 JT1098  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1098
 JT1098.The horizontal coordinates were scaled from a topographic map and have
 JT1098.an estimated accuracy of +/- 6 seconds.
 JT1098.
 JT1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1098
 JT1098.The vertical order pertains to the NGVD 29 superseded value.
 JT1098
 JT1098.The geoid height was determined by GEOID09.
 JT1098
 JT1098;                    North         East    Units  Estimated Accuracy
 JT1098;SPC CA 2     -   601,420.    1,926,610.      MT  (+/- 180 meters Scaled)
 JT1098
 JT1098                          SUPERSEDED SURVEY CONTROL
 JT1098
 JT1098  NGVD 29 (??/??/92)   32.214  (m)          105.69   (f) ADJ UNCH    1 2
 JT1098
 JT1098.Superseded values are not recommended for survey control.
 JT1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1098.See file dsdata.txt to determine how the superseded data were derived.
 JT1098
 JT1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH137698(NAD 83)
 JT1098
 JT1098_MARKER: R = RIVET
 JT1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1098_SP_SET: CULVERT
 JT1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1098
 JT1098  HISTORY     - Date     Condition        Report By
 JT1098  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1098  HISTORY     - 1934     GOOD             CGS
 JT1098  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT1098  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1098  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1098
 JT1098                          STATION DESCRIPTION
 JT1098
 JT1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1098'2.6 MI S FROM HEALDSBURG.
 JT1098'2.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1098'STATION AT HEALDSBURG, SONOMA COUNTY, 1.0 MILE SOUTH OF THE
 JT1098'STATION AT GRANT, AT SURVEY STATION 3367+00 AT CULVERT NO. 65-A,
 JT1098'IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF THE
 JT1098'MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1098
 JT1098                          STATION RECOVERY (1985)
 JT1098
 JT1098'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1098'MARK NOT FOUND.
 JT1098
 JT1098                          STATION RECOVERY (1987)
 JT1098
 JT1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1098'THE MARK MAY STILL BE IN PLACE UNDER LOGS THAT HAVE BEEN ADDED TO THE
 JT1098'TOP OF THE ABUTMENT.
 JT1098
 JT1098                          STATION RECOVERY (1990)
 JT1098
 JT1098'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1102 ***********************************************************************
 JT1102  DESIGNATION -  RV 161
 JT1102  PID         -  JT1102
 JT1102  STATE/COUNTY-  CA/SONOMA
 JT1102  USGS QUAD   -  HEALDSBURG (1993)
 JT1102
 JT1102                         *CURRENT SURVEY CONTROL
 JT1102  ___________________________________________________________________
 JT1102* NAD 83(1986)-  38 33 29.     (N)    122 49 34.     (W)     SCALED    
 JT1102* NAVD 88     -        38.03   (+/-2cm)     124.8    (feet)  VERTCON   
 JT1102  ___________________________________________________________________
 JT1102  GEOID HEIGHT-         -31.25  (meters)                     GEOID09
 JT1102  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1102
 JT1102.The horizontal coordinates were scaled from a topographic map and have
 JT1102.an estimated accuracy of +/- 6 seconds.
 JT1102.
 JT1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1102
 JT1102.The vertical order pertains to the NGVD 29 superseded value.
 JT1102
 JT1102.The geoid height was determined by GEOID09.
 JT1102
 JT1102;                    North         East    Units  Estimated Accuracy
 JT1102;SPC CA 2     -   599,280.    1,928,000.      MT  (+/- 180 meters Scaled)
 JT1102
 JT1102                          SUPERSEDED SURVEY CONTROL
 JT1102
 JT1102  NGVD 29 (??/??/92)   37.159  (m)          121.91   (f) ADJ UNCH    1 2
 JT1102
 JT1102.Superseded values are not recommended for survey control.
 JT1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1102.See file dsdata.txt to determine how the superseded data were derived.
 JT1102
 JT1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH151677(NAD 83)
 JT1102
 JT1102_MARKER: R = RIVET
 JT1102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1102_SP_SET: CULVERT
 JT1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1102
 JT1102  HISTORY     - Date     Condition        Report By
 JT1102  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1102  HISTORY     - 1934     GOOD             CGS
 JT1102  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT1102  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1102  HISTORY     - 19900306 MARK NOT FOUND   USPSQD
 JT1102
 JT1102                          STATION DESCRIPTION
 JT1102
 JT1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1102'4.2 MI S FROM HEALDSBURG.
 JT1102'4.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1102'THE STATION AT HEALDSBURG, SONOMA COUNTY, 0.9 MILE NORTH OF THE
 JT1102'STATION AT WINDSOR, AT SURVEY STATION 3278+50, AT CULVERT NO.
 JT1102'63-F, IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST
 JT1102'OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1102
 JT1102                          STATION RECOVERY (1985)
 JT1102
 JT1102'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1102'MARK NOT FOUND.
 JT1102
 JT1102                          STATION RECOVERY (1987)
 JT1102
 JT1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1102'THE MARK MAY BE IN PLACE UNDER PLANKS THAT HAVE BEEN ADDED TO THE TOP
 JT1102'OF THE HEADWALL.
 JT1102
 JT1102                          STATION RECOVERY (1990)
 JT1102
 JT1102'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1106 ***********************************************************************
 JT1106  DESIGNATION -  RV 164
 JT1106  PID         -  JT1106
 JT1106  STATE/COUNTY-  CA/SONOMA
 JT1106  USGS QUAD   -  HEALDSBURG (1993)
 JT1106
 JT1106                         *CURRENT SURVEY CONTROL
 JT1106  ___________________________________________________________________
 JT1106* NAD 83(1986)-  38 32 24.4    (N)    122 48 38.2    (W)     HD_HELD2  
 JT1106* NAVD 88     -        31.53   (+/-2cm)     103.4    (feet)  VERTCON   
 JT1106  ___________________________________________________________________
 JT1106  GEOID HEIGHT-         -31.28  (meters)                     GEOID09
 JT1106  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1106
 JT1106.The horizontal coordinates were established by autonomous hand held GPS
 JT1106.observations and have an estimated accuracy of +/- 10 meters.
 JT1106.
 JT1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1106
 JT1106.The vertical order pertains to the NGVD 29 superseded value.
 JT1106
 JT1106.Photographs are available for this station.
 JT1106
 JT1106.The geoid height was determined by GEOID09.
 JT1106
 JT1106;                    North         East    Units  Estimated Accuracy
 JT1106;SPC CA 2     -   597,273.    1,929,331.      MT  (+/- 10 meters HH2 GPS)
 JT1106
 JT1106                          SUPERSEDED SURVEY CONTROL
 JT1106
 JT1106  NGVD 29 (??/??/92)   30.661  (m)          100.59   (f) ADJ UNCH    1 2
 JT1106
 JT1106.Superseded values are not recommended for survey control.
 JT1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1106.See file dsdata.txt to determine how the superseded data were derived.
 JT1106
 JT1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH1650565761(NAD 83)
 JT1106
 JT1106_MARKER: R = RIVET
 JT1106_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT1106_SP_SET: ABUTMENT
 JT1106_MARK LOGO: NONE  
 JT1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1106
 JT1106  HISTORY     - Date     Condition        Report By
 JT1106  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1106  HISTORY     - 1934     GOOD             CGS
 JT1106  HISTORY     - 1985     GOOD             USPSQD
 JT1106  HISTORY     - 1987     GOOD             NGS
 JT1106  HISTORY     - 20100717 GOOD             GEOCAC
 JT1106
 JT1106                          STATION DESCRIPTION
 JT1106
 JT1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1106'5.6 MI S FROM HEALDSBURG.
 JT1106'5.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1106'THE STATION AT HEALDSBURG, SONOMA COUNTY, 0.5 MILE SOUTH OF THE
 JT1106'STATION AT WINDSOR, AT SURVEY STATION 3205+56, AT TRESTLE NO.
 JT1106'62-B, IN THE SOUTH ABUTMENT, AND 8 FEET WEST OF THE MAIN
 JT1106'TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1106
 JT1106                          STATION RECOVERY (1985)
 JT1106
 JT1106'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1106'CENTER OF 3' YELLOW PAINTED CIRCLE.
 JT1106
 JT1106                          STATION RECOVERY (1987)
 JT1106
 JT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1106'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--0.5
 JT1106'MILE SOUTH OF THE STATION AT WINDSOR.
 JT1106
 JT1106                          STATION RECOVERY (2010)
 JT1106
 JT1106'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1106'RECOVERED IN GOOD CONDITION.  WAAS CORRECTED HANDHELD GPSR INDICATES
 JT1106'ESTIMATED POSITION OF N38 32.406 W122 48.637.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1108 ***********************************************************************
 JT1108  DESIGNATION -  RV 166
 JT1108  PID         -  JT1108
 JT1108  STATE/COUNTY-  CA/SONOMA
 JT1108  USGS QUAD   -  HEALDSBURG (1993)
 JT1108
 JT1108                         *CURRENT SURVEY CONTROL
 JT1108  ___________________________________________________________________
 JT1108* NAD 83(1986)-  38 31 55.     (N)    122 48 11.     (W)     SCALED    
 JT1108* NAVD 88     -        31.66   (+/-2cm)     103.9    (feet)  VERTCON   
 JT1108  ___________________________________________________________________
 JT1108  GEOID HEIGHT-         -31.29  (meters)                     GEOID09
 JT1108  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1108
 JT1108.The horizontal coordinates were scaled from a topographic map and have
 JT1108.an estimated accuracy of +/- 6 seconds.
 JT1108.
 JT1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1108
 JT1108.The vertical order pertains to the NGVD 29 superseded value.
 JT1108
 JT1108.The geoid height was determined by GEOID09.
 JT1108
 JT1108;                    North         East    Units  Estimated Accuracy
 JT1108;SPC CA 2     -   596,360.    1,929,980.      MT  (+/- 180 meters Scaled)
 JT1108
 JT1108                          SUPERSEDED SURVEY CONTROL
 JT1108
 JT1108  NGVD 29 (??/??/92)   30.797  (m)          101.04   (f) ADJ UNCH    1 2
 JT1108
 JT1108.Superseded values are not recommended for survey control.
 JT1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1108.See file dsdata.txt to determine how the superseded data were derived.
 JT1108
 JT1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH171648(NAD 83)
 JT1108
 JT1108_MARKER: R = RIVET
 JT1108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT1108_SP_SET: ABUTMENT
 JT1108_MARK LOGO: NONE  
 JT1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1108
 JT1108  HISTORY     - Date     Condition        Report By
 JT1108  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1108  HISTORY     - 1934     GOOD             CGS
 JT1108  HISTORY     - 1985     GOOD             USPSQD
 JT1108  HISTORY     - 1987     GOOD             NGS
 JT1108  HISTORY     - 20100717 GOOD             GEOCAC
 JT1108
 JT1108                          STATION DESCRIPTION
 JT1108
 JT1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1108'6.4 MI S FROM HEALDSBURG.
 JT1108'6.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1108'THE STATION AT HEALDSBURG, SONOMA COUNTY, 1.8 MILES NORTH OF THE
 JT1108'SIDING SIGN AT MARK WEST, AT SURVEY STATION 3166+39, AT TRESTLE
 JT1108'NO. 61-E, IN THE SOUTH ABUTMENT, AND 8 FEET WEST OF THE MAIN
 JT1108'TRACK.  A STANDARD MONEL-METAL RIVET.
 JT1108
 JT1108                          STATION RECOVERY (1985)
 JT1108
 JT1108'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT1108'RECOVERED IN GOOD CONDITION.
 JT1108
 JT1108                          STATION RECOVERY (1987)
 JT1108
 JT1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1108'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--1.8
 JT1108'MILES NORTH OF THE SIDING SIGN AT MARK WEST.
 JT1108
 JT1108                          STATION RECOVERY (2010)
 JT1108
 JT1108'RECOVERY NOTE BY GEOCACHING 2010 (SWK)
 JT1108'RECOVERED IN GOOD CONDITION.  WAAS CORRECTED HANDHELD GPSR INDICATES
 JT1108'ESTIMATED POSITION OF N38 31.872 W122 48.172.
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
 JT1120 ***********************************************************************
 JT1120  DESIGNATION -  RV 170
 JT1120  PID         -  JT1120
 JT1120  STATE/COUNTY-  CA/SONOMA
 JT1120  USGS QUAD   -  HEALDSBURG (1993)
 JT1120
 JT1120                         *CURRENT SURVEY CONTROL
 JT1120  ___________________________________________________________________
 JT1120* NAD 83(1986)-  38 30 23.     (N)    122 46 51.     (W)     SCALED    
 JT1120* NAVD 88     -        39.30   (+/-2cm)     128.9    (feet)  VERTCON   
 JT1120  ___________________________________________________________________
 JT1120  GEOID HEIGHT-         -31.33  (meters)                     GEOID09
 JT1120  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1120
 JT1120.The horizontal coordinates were scaled from a topographic map and have
 JT1120.an estimated accuracy of +/- 6 seconds.
 JT1120.
 JT1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1120
 JT1120.The vertical order pertains to the NGVD 29 superseded value.
 JT1120
 JT1120.The geoid height was determined by GEOID09.
 JT1120
 JT1120;                    North         East    Units  Estimated Accuracy
 JT1120;SPC CA 2     -   593,510.    1,931,900.      MT  (+/- 180 meters Scaled)
 JT1120
 JT1120                          SUPERSEDED SURVEY CONTROL
 JT1120
 JT1120  NGVD 29 (??/??/92)   38.440  (m)          126.12   (f) ADJ UNCH    1 2
 JT1120
 JT1120.Superseded values are not recommended for survey control.
 JT1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1120.See file dsdata.txt to determine how the superseded data were derived.
 JT1120
 JT1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH191620(NAD 83)
 JT1120
 JT1120_MARKER: R = RIVET
 JT1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1120_SP_SET: CULVERT
 JT1120_MARK LOGO: NWPRR 
 JT1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1120
 JT1120  HISTORY     - Date     Condition        Report By
 JT1120  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1120  HISTORY     - 1960     GOOD             CGS
 JT1120
 JT1120                          STATION DESCRIPTION
 JT1120
 JT1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1120'5.6 MI N FROM SANTA ROSA.
 JT1120'5.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1120'FROM THE STATION AT SANTA ROSA, SONOMA COUNTY, 0.9 MILE NORTH
 JT1120'OF THE STATION AT FULTON, AT SURVEY STATION 3047+48, 24 RAILS
 JT1120'SOUTH OF THE SOUTH END OF STEEL BRIDGE 59.50 OVER THE MARK
 JT1120'WEST CREEK, AT CULVERT 59-C, IN THE SOUTH END OF THE WEST
 JT1120'HEADWALL, 12 FEET WEST OF AND ABOUT 3 FEET LOWER THAN THE TRACK.
 JT1120'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0712 ***********************************************************************
 JT0712  DESIGNATION -  RV 171
 JT0712  PID         -  JT0712
 JT0712  STATE/COUNTY-  CA/SONOMA
 JT0712  USGS QUAD   -  SEBASTOPOL (1980)
 JT0712
 JT0712                         *CURRENT SURVEY CONTROL
 JT0712  ___________________________________________________________________
 JT0712* NAD 83(1986)-  38 29 53.     (N)    122 46 27.     (W)     SCALED    
 JT0712* NAVD 88     -        40.19   (+/-2cm)     131.9    (feet)  VERTCON   
 JT0712  ___________________________________________________________________
 JT0712  GEOID HEIGHT-         -31.34  (meters)                     GEOID09
 JT0712  VERT ORDER  -  THIRD (See Below)
 JT0712
 JT0712.The horizontal coordinates were scaled from a topographic map and have
 JT0712.an estimated accuracy of +/- 6 seconds.
 JT0712.
 JT0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0712
 JT0712.The vertical order pertains to the NGVD 29 superseded value.
 JT0712
 JT0712.The geoid height was determined by GEOID09.
 JT0712
 JT0712;                    North         East    Units  Estimated Accuracy
 JT0712;SPC CA 2     -   592,580.    1,932,470.      MT  (+/- 180 meters Scaled)
 JT0712
 JT0712                          SUPERSEDED SURVEY CONTROL
 JT0712
 JT0712  NGVD 29 (??/??/??)   39.33   (m)          129.0    (f) RESET       3  
 JT0712
 JT0712.Superseded values are not recommended for survey control.
 JT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0712.See file dsdata.txt to determine how the superseded data were derived.
 JT0712
 JT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH196611(NAD 83)
 JT0712
 JT0712_MARKER: R = RIVET
 JT0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0712_SP_SET: ABUTMENT
 JT0712_MARK LOGO: NWPRR 
 JT0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0712
 JT0712  HISTORY     - Date     Condition        Report By
 JT0712  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0712  HISTORY     - 1934     GOOD             CGS
 JT0712
 JT0712                          STATION DESCRIPTION
 JT0712
 JT0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0712'5.1 MI N FROM SANTA ROSA.
 JT0712'5.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0712'THE STATION AT SANTA ROSA, SONOMA COUNTY, 0.4 MILE NORTH OF
 JT0712'THE STATION AT FULTON, AT SURVEY STATION 3020+92, AT TRESTLE
 JT0712'NO. 58-D, IN THE SOUTH ABUTMENT, AND 8 FEET WEST OF THE MAIN
 JT0712'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0715 ***********************************************************************
 JT0715  DESIGNATION -  RV 172
 JT0715  PID         -  JT0715
 JT0715  STATE/COUNTY-  CA/SONOMA
 JT0715  USGS QUAD   -  SEBASTOPOL (1980)
 JT0715
 JT0715                         *CURRENT SURVEY CONTROL
 JT0715  ___________________________________________________________________
 JT0715* NAD 83(1986)-  38 28 40.     (N)    122 45 23.     (W)     SCALED    
 JT0715* NAVD 88     -        42.40   (+/-2cm)     139.1    (feet)  VERTCON   
 JT0715  ___________________________________________________________________
 JT0715  GEOID HEIGHT-         -31.37  (meters)                     GEOID09
 JT0715  VERT ORDER  -  THIRD (See Below)
 JT0715
 JT0715.The horizontal coordinates were scaled from a topographic map and have
 JT0715.an estimated accuracy of +/- 6 seconds.
 JT0715.
 JT0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0715
 JT0715.The vertical order pertains to the NGVD 29 superseded value.
 JT0715
 JT0715.The geoid height was determined by GEOID09.
 JT0715
 JT0715;                    North         East    Units  Estimated Accuracy
 JT0715;SPC CA 2     -   590,310.    1,934,000.      MT  (+/- 180 meters Scaled)
 JT0715
 JT0715                          SUPERSEDED SURVEY CONTROL
 JT0715
 JT0715  NGVD 29 (??/??/??)   41.54   (m)          136.3    (f) RESET       3  
 JT0715
 JT0715.Superseded values are not recommended for survey control.
 JT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0715.See file dsdata.txt to determine how the superseded data were derived.
 JT0715
 JT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH212588(NAD 83)
 JT0715
 JT0715_MARKER: R = RIVET
 JT0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0715_SP_SET: CULVERT
 JT0715_MARK LOGO: NWPRR 
 JT0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0715
 JT0715  HISTORY     - Date     Condition        Report By
 JT0715  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0715  HISTORY     - 1934     GOOD             CGS
 JT0715
 JT0715                          STATION DESCRIPTION
 JT0715
 JT0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0715'3.4 MI N FROM SANTA ROSA.
 JT0715'3.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0715'STATION AT SANTA ROSA, SONOMA COUNTY, 1.3 MILES SOUTH OF THE
 JT0715'STATION AT FULTON, AT SURVEY STATION 2929+14, AT CULVERT NO. 57-B,
 JT0715'IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF THE
 JT0715'MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0718 ***********************************************************************
 JT0718  DESIGNATION -  RV 174
 JT0718  PID         -  JT0718
 JT0718  STATE/COUNTY-  CA/SONOMA
 JT0718  USGS QUAD   -  SANTA ROSA (1994)
 JT0718
 JT0718                         *CURRENT SURVEY CONTROL
 JT0718  ___________________________________________________________________
 JT0718* NAD 83(1986)-  38 27 44.     (N)    122 44 34.     (W)     SCALED    
 JT0718* NAVD 88     -        38.85   (+/-2cm)     127.5    (feet)  VERTCON   
 JT0718  ___________________________________________________________________
 JT0718  GEOID HEIGHT-         -31.40  (meters)                     GEOID09
 JT0718  VERT ORDER  -  THIRD (See Below)
 JT0718
 JT0718.The horizontal coordinates were scaled from a topographic map and have
 JT0718.an estimated accuracy of +/- 6 seconds.
 JT0718.
 JT0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0718
 JT0718.The vertical order pertains to the NGVD 29 superseded value.
 JT0718
 JT0718.The geoid height was determined by GEOID09.
 JT0718
 JT0718;                    North         East    Units  Estimated Accuracy
 JT0718;SPC CA 2     -   588,580.    1,935,170.      MT  (+/- 180 meters Scaled)
 JT0718
 JT0718                          SUPERSEDED SURVEY CONTROL
 JT0718
 JT0718  NGVD 29 (??/??/??)   37.99   (m)          124.6    (f) RESET       3  
 JT0718
 JT0718.Superseded values are not recommended for survey control.
 JT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0718.See file dsdata.txt to determine how the superseded data were derived.
 JT0718
 JT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH224571(NAD 83)
 JT0718
 JT0718_MARKER: R = RIVET
 JT0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0718_SP_SET: CULVERT
 JT0718_MARK LOGO: NWPRR 
 JT0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0718
 JT0718  HISTORY     - Date     Condition        Report By
 JT0718  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0718  HISTORY     - 1934     GOOD             CGS
 JT0718  HISTORY     - 1960     POOR             CGS
 JT0718
 JT0718                          STATION DESCRIPTION
 JT0718
 JT0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0718'2.1 MI N FROM SANTA ROSA.
 JT0718'2.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0718'STATION AT SANTA ROSA, SONOMA COUNTY, AT SURVEY STATION 2860+90,
 JT0718'AT CULVERT NO. 55-E, IN THE SOUTH END OF THE WEST HEADWALL, AND
 JT0718'12 FEET WEST OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT0718
 JT0718                          STATION RECOVERY (1960)
 JT0718
 JT0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0718'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0720 ***********************************************************************
 JT0720  DESIGNATION -  RV 175
 JT0720  PID         -  JT0720
 JT0720  STATE/COUNTY-  CA/SONOMA
 JT0720  USGS QUAD   -  SANTA ROSA (1994)
 JT0720
 JT0720                         *CURRENT SURVEY CONTROL
 JT0720  ___________________________________________________________________
 JT0720* NAD 83(1986)-  38 26 44.     (N)    122 43 42.     (W)     SCALED    
 JT0720* NAVD 88     -        45.02   (+/-2cm)     147.7    (feet)  VERTCON   
 JT0720  ___________________________________________________________________
 JT0720  GEOID HEIGHT-         -31.42  (meters)                     GEOID09
 JT0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0720
 JT0720.The horizontal coordinates were scaled from a topographic map and have
 JT0720.an estimated accuracy of +/- 6 seconds.
 JT0720.
 JT0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0720
 JT0720.The vertical order pertains to the NGVD 29 superseded value.
 JT0720
 JT0720.The geoid height was determined by GEOID09.
 JT0720
 JT0720;                    North         East    Units  Estimated Accuracy
 JT0720;SPC CA 2     -   586,720.    1,936,420.      MT  (+/- 180 meters Scaled)
 JT0720
 JT0720                          SUPERSEDED SURVEY CONTROL
 JT0720
 JT0720  NGVD 29 (??/??/92)   44.165  (m)          144.90   (f) ADJ UNCH    1 2
 JT0720
 JT0720.Superseded values are not recommended for survey control.
 JT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0720.See file dsdata.txt to determine how the superseded data were derived.
 JT0720
 JT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH237552(NAD 83)
 JT0720
 JT0720_MARKER: R = RIVET
 JT0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0720_SP_SET: SIGNAL CONC FOUNDATION
 JT0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0720
 JT0720  HISTORY     - Date     Condition        Report By
 JT0720  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0720  HISTORY     - 1934     GOOD             CGS
 JT0720  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0720
 JT0720                          STATION DESCRIPTION
 JT0720
 JT0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0720'0.7 MI N FROM SANTA ROSA.
 JT0720'0.7 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0720'THE STATION AT SANTA ROSA, SONOMA COUNTY, AT SURVEY STATION
 JT0720'2788+70, AT THE COLLEGE AVENUE CROSSING, 30 FEET WEST OF THE
 JT0720'MAIN TRACK, AND IN THE CONCRETE FOUNDATION OF A WIGWAG WARNING
 JT0720'SIGNAL.  A STANDARD MONEL-METAL RIVET.
 JT0720
 JT0720                          STATION RECOVERY (1987)
 JT0720
 JT0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0727 ***********************************************************************
 JT0727  DESIGNATION -  RV 176
 JT0727  PID         -  JT0727
 JT0727  STATE/COUNTY-  CA/SONOMA
 JT0727  USGS QUAD   -  SANTA ROSA (1994)
 JT0727
 JT0727                         *CURRENT SURVEY CONTROL
 JT0727  ___________________________________________________________________
 JT0727* NAD 83(1986)-  38 25 43.     (N)    122 43 16.     (W)     SCALED    
 JT0727* NAVD 88     -        44.01   (+/-2cm)     144.4    (feet)  VERTCON   
 JT0727  ___________________________________________________________________
 JT0727  GEOID HEIGHT-         -31.46  (meters)                     GEOID09
 JT0727  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0727
 JT0727.The horizontal coordinates were scaled from a topographic map and have
 JT0727.an estimated accuracy of +/- 6 seconds.
 JT0727.
 JT0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0727
 JT0727.The vertical order pertains to the NGVD 29 superseded value.
 JT0727
 JT0727.The geoid height was determined by GEOID09.
 JT0727
 JT0727;                    North         East    Units  Estimated Accuracy
 JT0727;SPC CA 2     -   584,830.    1,937,040.      MT  (+/- 180 meters Scaled)
 JT0727
 JT0727                          SUPERSEDED SURVEY CONTROL
 JT0727
 JT0727  NGVD 29 (??/??/92)   43.156  (m)          141.59   (f) ADJ UNCH    1 2
 JT0727
 JT0727.Superseded values are not recommended for survey control.
 JT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0727.See file dsdata.txt to determine how the superseded data were derived.
 JT0727
 JT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH243534(NAD 83)
 JT0727
 JT0727_MARKER: R = RIVET
 JT0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0727_SP_SET: CULVERT
 JT0727_MARK LOGO: NWPRR 
 JT0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0727
 JT0727  HISTORY     - Date     Condition        Report By
 JT0727  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0727  HISTORY     - 1934     GOOD             CGS
 JT0727  HISTORY     - 1959     MARK NOT FOUND   CGS
 JT0727
 JT0727                          STATION DESCRIPTION
 JT0727
 JT0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0727'0.6 MI S FROM SANTA ROSA.
 JT0727'0.6 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0727'STATION AT SANTA ROSA, SONOMA COUNTY, AT SURVEY STATION 2720+92,
 JT0727'AT CULVERT NO. 53-C, IN THE SOUTH END OF THE WEST HEADWALL, AND
 JT0727'37 FEET WEST OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT0727'NOTE-- THE HEADWALL IN WHICH THE MARK IS SET IS COVERED OVER
 JT0727'WITH SEVERAL FEET OF GRAVEL FILL AND TIMBERS.
 JT0727
 JT0727                          STATION RECOVERY (1959)
 JT0727
 JT0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0731 ***********************************************************************
 JT0731  DESIGNATION -  RV 179
 JT0731  PID         -  JT0731
 JT0731  STATE/COUNTY-  CA/SONOMA
 JT0731  USGS QUAD   -  SANTA ROSA (1994)
 JT0731
 JT0731                         *CURRENT SURVEY CONTROL
 JT0731  ___________________________________________________________________
 JT0731* NAD 83(1986)-  38 23 49.     (N)    122 43 16.     (W)     SCALED    
 JT0731* NAVD 88     -        34.15   (+/-2cm)     112.0    (feet)  VERTCON   
 JT0731  ___________________________________________________________________
 JT0731  GEOID HEIGHT-         -31.54  (meters)                     GEOID09
 JT0731  VERT ORDER  -  THIRD (See Below)
 JT0731
 JT0731.The horizontal coordinates were scaled from a topographic map and have
 JT0731.an estimated accuracy of +/- 6 seconds.
 JT0731.
 JT0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0731
 JT0731.The vertical order pertains to the NGVD 29 superseded value.
 JT0731
 JT0731.The geoid height was determined by GEOID09.
 JT0731
 JT0731;                    North         East    Units  Estimated Accuracy
 JT0731;SPC CA 2     -   581,320.    1,937,010.      MT  (+/- 180 meters Scaled)
 JT0731
 JT0731                          SUPERSEDED SURVEY CONTROL
 JT0731
 JT0731  NGVD 29 (??/??/??)   33.29   (m)          109.2    (f) RESET       3  
 JT0731
 JT0731.Superseded values are not recommended for survey control.
 JT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0731.See file dsdata.txt to determine how the superseded data were derived.
 JT0731
 JT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH243498(NAD 83)
 JT0731
 JT0731_MARKER: R = RIVET
 JT0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0731_SP_SET: CULVERT
 JT0731_MARK LOGO: NWPRR 
 JT0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0731
 JT0731  HISTORY     - Date     Condition        Report By
 JT0731  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0731  HISTORY     - 1934     GOOD             CGS
 JT0731  HISTORY     - 1959     GOOD             CGS
 JT0731
 JT0731                          STATION DESCRIPTION
 JT0731
 JT0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0731'2.8 MI S FROM SANTA ROSA.
 JT0731'2.8 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0731'STATION AT SANTA ROSA, SONOMA COUNTY, 0.3 MILE SOUTH OF THE
 JT0731'STATION AT BELLEVUE, AT SURVEY STATION 2604+50, AT CULVERT NO.
 JT0731'50-H, IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF
 JT0731'THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE MARK
 JT0731'IS 1/2 POLE SOUTH OF MILEPOST 51, AND THERE IS NO LONGER ANY
 JT0731'STATION AT BELLEVUE.
 JT0731
 JT0731                          STATION RECOVERY (1959)
 JT0731
 JT0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0735 ***********************************************************************
 JT0735  DESIGNATION -  RV 182
 JT0735  PID         -  JT0735
 JT0735  STATE/COUNTY-  CA/SONOMA
 JT0735  USGS QUAD   -  SANTA ROSA (1994)
 JT0735
 JT0735                         *CURRENT SURVEY CONTROL
 JT0735  ___________________________________________________________________
 JT0735* NAD 83(1986)-  38 22 33.     (N)    122 43 09.     (W)     SCALED    
 JT0735* NAVD 88     -        29.58   (+/-2cm)      97.0    (feet)  VERTCON   
 JT0735  ___________________________________________________________________
 JT0735  GEOID HEIGHT-         -31.58  (meters)                     GEOID09
 JT0735  VERT ORDER  -  THIRD (See Below)
 JT0735
 JT0735.The horizontal coordinates were scaled from a topographic map and have
 JT0735.an estimated accuracy of +/- 6 seconds.
 JT0735.
 JT0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0735
 JT0735.The vertical order pertains to the NGVD 29 superseded value.
 JT0735
 JT0735.Photographs are available for this station.
 JT0735
 JT0735.The geoid height was determined by GEOID09.
 JT0735
 JT0735;                    North         East    Units  Estimated Accuracy
 JT0735;SPC CA 2     -   578,970.    1,937,160.      MT  (+/- 180 meters Scaled)
 JT0735
 JT0735                          SUPERSEDED SURVEY CONTROL
 JT0735
 JT0735  NGVD 29 (??/??/??)   28.74   (m)           94.3    (f) RESET       3  
 JT0735
 JT0735.Superseded values are not recommended for survey control.
 JT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0735.See file dsdata.txt to determine how the superseded data were derived.
 JT0735
 JT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH245475(NAD 83)
 JT0735
 JT0735_MARKER: R = RIVET
 JT0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0735_SP_SET: CULVERT
 JT0735_MARK LOGO: NWPRR 
 JT0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0735
 JT0735  HISTORY     - Date     Condition        Report By
 JT0735  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0735  HISTORY     - 1934     GOOD             CGS
 JT0735  HISTORY     - 1959     GOOD             CGS
 JT0735
 JT0735                          STATION DESCRIPTION
 JT0735
 JT0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0735'4.3 MI S FROM SANTA ROSA.
 JT0735'4.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0735'STATION AT SANTA ROSA, SONOMA COUNTY, 0.8 MILE NORTH OF THE
 JT0735'STATION AT WILFRED, AT SURVEY STATION 2524+60, AT CULVERT NO. 49-B
 JT0735'IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF THE
 JT0735'MAIN TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- THERE IS NO
 JT0735'LONGER ANY STATION AT WILFRED.
 JT0735
 JT0735                          STATION RECOVERY (1959)
 JT0735
 JT0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0737 ***********************************************************************
 JT0737  DESIGNATION -  RV 183
 JT0737  PID         -  JT0737
 JT0737  STATE/COUNTY-  CA/SONOMA
 JT0737  USGS QUAD   -  COTATI (1980)
 JT0737
 JT0737                         *CURRENT SURVEY CONTROL
 JT0737  ___________________________________________________________________
 JT0737* NAD 83(1986)-  38 21 27.     (N)    122 42 27.     (W)     SCALED    
 JT0737* NAVD 88     -        31.86   (+/-2cm)     104.5    (feet)  VERTCON   
 JT0737  ___________________________________________________________________
 JT0737  GEOID HEIGHT-         -31.59  (meters)                     GEOID09
 JT0737  VERT ORDER  -  THIRD (See Below)
 JT0737
 JT0737.The horizontal coordinates were scaled from a topographic map and have
 JT0737.an estimated accuracy of +/- 6 seconds.
 JT0737.
 JT0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0737
 JT0737.The vertical order pertains to the NGVD 29 superseded value.
 JT0737
 JT0737.The geoid height was determined by GEOID09.
 JT0737
 JT0737;                    North         East    Units  Estimated Accuracy
 JT0737;SPC CA 2     -   576,930.    1,938,160.      MT  (+/- 180 meters Scaled)
 JT0737
 JT0737                          SUPERSEDED SURVEY CONTROL
 JT0737
 JT0737  NGVD 29 (??/??/??)   31.02   (m)          101.8    (f) RESET       3  
 JT0737
 JT0737.Superseded values are not recommended for survey control.
 JT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0737.See file dsdata.txt to determine how the superseded data were derived.
 JT0737
 JT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH255455(NAD 83)
 JT0737
 JT0737_MARKER: R = RIVET
 JT0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0737_SP_SET: CULVERT
 JT0737_MARK LOGO: NWPRR 
 JT0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0737
 JT0737  HISTORY     - Date     Condition        Report By
 JT0737  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0737  HISTORY     - 1934     GOOD             CGS
 JT0737  HISTORY     - 1959     GOOD             CGS
 JT0737
 JT0737                          STATION DESCRIPTION
 JT0737
 JT0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0737'5.7 MI S FROM SANTA ROSA.
 JT0737'5.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0737'STATION AT SANTA ROSA, SONOMA COUNTY, 0.7 MILE SOUTH OF THE
 JT0737'STATION AT WILFRED, AT SURVEY STATION 2453+20, AT CULVERT NO. 48-A,
 JT0737'IN THE SOUTH END OF THE WEST HEADWALL, AND 14 FEET WEST OF THE
 JT0737'MAIN TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- THERE IS NO
 JT0737'LONGER ANY STATION AT WILFRED AND THE CULVERT HEADWALL THE MARK
 JT0737'IS IN, IS TILTED SLIGHTLY TO THE WEST.
 JT0737
 JT0737                          STATION RECOVERY (1959)
 JT0737
 JT0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0738 ***********************************************************************
 JT0738  DESIGNATION -  RV 184
 JT0738  PID         -  JT0738
 JT0738  STATE/COUNTY-  CA/SONOMA
 JT0738  USGS QUAD   -  COTATI (1980)
 JT0738
 JT0738                         *CURRENT SURVEY CONTROL
 JT0738  ___________________________________________________________________
 JT0738* NAD 83(1986)-  38 21 02.     (N)    122 42 11.     (W)     SCALED    
 JT0738* NAVD 88     -        32.48   (+/-2cm)     106.6    (feet)  VERTCON   
 JT0738  ___________________________________________________________________
 JT0738  GEOID HEIGHT-         -31.59  (meters)                     GEOID09
 JT0738  VERT ORDER  -  THIRD (See Below)
 JT0738
 JT0738.The horizontal coordinates were scaled from a topographic map and have
 JT0738.an estimated accuracy of +/- 6 seconds.
 JT0738.
 JT0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0738
 JT0738.The vertical order pertains to the NGVD 29 superseded value.
 JT0738
 JT0738.The geoid height was determined by GEOID09.
 JT0738
 JT0738;                    North         East    Units  Estimated Accuracy
 JT0738;SPC CA 2     -   576,150.    1,938,550.      MT  (+/- 180 meters Scaled)
 JT0738
 JT0738                          SUPERSEDED SURVEY CONTROL
 JT0738
 JT0738  NGVD 29 (??/??/??)   31.64   (m)          103.8    (f) RESET       3  
 JT0738
 JT0738.Superseded values are not recommended for survey control.
 JT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0738.See file dsdata.txt to determine how the superseded data were derived.
 JT0738
 JT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH259447(NAD 83)
 JT0738
 JT0738_MARKER: R = RIVET
 JT0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0738_SP_SET: CULVERT
 JT0738_MARK LOGO: NWPRR 
 JT0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0738
 JT0738  HISTORY     - Date     Condition        Report By
 JT0738  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0738  HISTORY     - 1934     GOOD             CGS
 JT0738  HISTORY     - 1959     GOOD             CGS
 JT0738
 JT0738                          STATION DESCRIPTION
 JT0738
 JT0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0738'6.2 MI S FROM SANTA ROSA.
 JT0738'6.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0738'STATION AT SANTA ROSA, SONOMA COUNTY, 1.5 MILES NORTH OF THE
 JT0738'STATION AT COTATI, AT SURVEY STATION 2423+10, AT CULVERT NO.
 JT0738'47-C, IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST
 JT0738'OF THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT0738
 JT0738                          STATION RECOVERY (1959)
 JT0738
 JT0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0739 ***********************************************************************
 JT0739  DESIGNATION -  RV 185
 JT0739  PID         -  JT0739
 JT0739  STATE/COUNTY-  CA/SONOMA
 JT0739  USGS QUAD   -  COTATI (1980)
 JT0739
 JT0739                         *CURRENT SURVEY CONTROL
 JT0739  ___________________________________________________________________
 JT0739* NAD 83(1986)-  38 20 45.     (N)    122 42 01.     (W)     SCALED    
 JT0739* NAVD 88     -        33.02   (+/-2cm)     108.3    (feet)  VERTCON   
 JT0739  ___________________________________________________________________
 JT0739  GEOID HEIGHT-         -31.60  (meters)                     GEOID09
 JT0739  VERT ORDER  -  THIRD (See Below)
 JT0739
 JT0739.The horizontal coordinates were scaled from a topographic map and have
 JT0739.an estimated accuracy of +/- 6 seconds.
 JT0739.
 JT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0739
 JT0739.The vertical order pertains to the NGVD 29 superseded value.
 JT0739
 JT0739.The geoid height was determined by GEOID09.
 JT0739
 JT0739;                    North         East    Units  Estimated Accuracy
 JT0739;SPC CA 2     -   575,630.    1,938,780.      MT  (+/- 180 meters Scaled)
 JT0739
 JT0739                          SUPERSEDED SURVEY CONTROL
 JT0739
 JT0739  NGVD 29 (??/??/??)   32.18   (m)          105.6    (f) RESET       3  
 JT0739
 JT0739.Superseded values are not recommended for survey control.
 JT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0739.See file dsdata.txt to determine how the superseded data were derived.
 JT0739
 JT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH261442(NAD 83)
 JT0739
 JT0739_MARKER: R = RIVET
 JT0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0739_SP_SET: CULVERT
 JT0739_MARK LOGO: NWPRR 
 JT0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0739
 JT0739  HISTORY     - Date     Condition        Report By
 JT0739  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0739  HISTORY     - 1934     GOOD             CGS
 JT0739  HISTORY     - 1959     GOOD             CGS
 JT0739
 JT0739                          STATION DESCRIPTION
 JT0739
 JT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0739'6.6 MI S FROM SANTA ROSA.
 JT0739'6.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0739'STATION AT SANTA ROSA, SONOMA COUNTY, 1.1 MILES NORTH OF THE
 JT0739'STATION AT COTATI, AT SURVEY STATION 2402+87, AT CULVERT NO.
 JT0739'47-A, IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF
 JT0739'THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT0739
 JT0739                          STATION RECOVERY (1959)
 JT0739
 JT0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1098 ***********************************************************************
 KT1098  DESIGNATION -  RV 19 NWPRR
 KT1098  PID         -  KT1098
 KT1098  STATE/COUNTY-  CA/MENDOCINO
 KT1098  USGS QUAD   -  WILLITS (1991)
 KT1098
 KT1098                         *CURRENT SURVEY CONTROL
 KT1098  ___________________________________________________________________
 KT1098* NAD 83(1986)-  39 28 10.     (N)    123 22 15.     (W)     SCALED    
 KT1098* NAVD 88     -       408.26   (+/-2cm)    1339.4    (feet)  VERTCON   
 KT1098  ___________________________________________________________________
 KT1098  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1098  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1098
 KT1098.The horizontal coordinates were scaled from a topographic map and have
 KT1098.an estimated accuracy of +/- 6 seconds.
 KT1098.
 KT1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1098
 KT1098.The vertical order pertains to the NGVD 29 superseded value.
 KT1098
 KT1098.The geoid height was determined by GEOID09.
 KT1098
 KT1098;                    North         East    Units  Estimated Accuracy
 KT1098;SPC CA 2     -   701,010.    1,882,050.      MT  (+/- 180 meters Scaled)
 KT1098
 KT1098                          SUPERSEDED SURVEY CONTROL
 KT1098
 KT1098  NGVD 29 (??/??/92)  407.337  (m)         1336.40   (f) ADJ UNCH    1 2
 KT1098
 KT1098.Superseded values are not recommended for survey control.
 KT1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1098.See file dsdata.txt to determine how the superseded data were derived.
 KT1098
 KT1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ681689(NAD 83)
 KT1098
 KT1098_MARKER: R = RIVET
 KT1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1098_SP_SET: CULVERT
 KT1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1098
 KT1098  HISTORY     - Date     Condition        Report By
 KT1098  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1098  HISTORY     - 1965     GOOD             CGS
 KT1098
 KT1098                          STATION DESCRIPTION
 KT1098
 KT1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1098'5 MI N FROM WILLITS.
 KT1098'5.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1098'THE STATION AT WILLITS, IN THE TOP AND 1.3 FEET NORTHWEST OF
 KT1098'THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 24-INCH PIPE
 KT1098'CULVERT, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 1/2
 KT1098'FEET SOUTH OF TELEGRAPH POLE 144-23, AND ABOUT 4 FEET LOWER
 KT1098'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0750 ***********************************************************************
 JT0750  DESIGNATION -  RV 190
 JT0750  PID         -  JT0750
 JT0750  STATE/COUNTY-  CA/SONOMA
 JT0750  USGS QUAD   -  COTATI (1980)
 JT0750
 JT0750                         *CURRENT SURVEY CONTROL
 JT0750  ___________________________________________________________________
 JT0750* NAD 83(1986)-  38 17 06.     (N)    122 39 52.     (W)     SCALED    
 JT0750* NAVD 88     -        15.11   (+/-2cm)      49.6    (feet)  VERTCON   
 JT0750  ___________________________________________________________________
 JT0750  GEOID HEIGHT-         -31.65  (meters)                     GEOID09
 JT0750  VERT ORDER  -  THIRD (See Below)
 JT0750
 JT0750.The horizontal coordinates were scaled from a topographic map and have
 JT0750.an estimated accuracy of +/- 6 seconds.
 JT0750.
 JT0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0750
 JT0750.The vertical order pertains to the NGVD 29 superseded value.
 JT0750
 JT0750.The geoid height was determined by GEOID09.
 JT0750
 JT0750;                    North         East    Units  Estimated Accuracy
 JT0750;SPC CA 2     -   568,850.    1,941,870.      MT  (+/- 180 meters Scaled)
 JT0750
 JT0750                          SUPERSEDED SURVEY CONTROL
 JT0750
 JT0750  NGVD 29 (??/??/??)   14.28   (m)           46.9    (f) RESET       3  
 JT0750
 JT0750.Superseded values are not recommended for survey control.
 JT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0750.See file dsdata.txt to determine how the superseded data were derived.
 JT0750
 JT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH293374(NAD 83)
 JT0750
 JT0750_MARKER: R = RIVET
 JT0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0750_SP_SET: CULVERT
 JT0750_MARK LOGO: NWPRR 
 JT0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0750+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JT0750
 JT0750  HISTORY     - Date     Condition        Report By
 JT0750  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0750  HISTORY     - 1934     GOOD             CGS
 JT0750  HISTORY     - 1959     GOOD             CGS
 JT0750  HISTORY     - 19990615 GOOD             INDIV
 JT0750
 JT0750                          STATION DESCRIPTION
 JT0750
 JT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0750'3.8 MI N FROM PETALUMA.
 JT0750'3.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0750'THE STATION AT PETALUMA, SONOMA COUNTY, 1.0 MILE SOUTH OF THE
 JT0750'STATION AT PENN GROVE, AT SURVEY STATION 2149+18, AT CULVERT NO.
 JT0750'42-D, IN THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET EAST OF
 JT0750'THE MAIN TRACK.  A STANDARD MONEL-METAL RIVET.
 JT0750
 JT0750                          STATION RECOVERY (1959)
 JT0750
 JT0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0750'RECOVERED IN GOOD CONDITION.
 JT0750
 JT0750                          STATION RECOVERY (1999)
 JT0750
 JT0750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0750'I LEVELED THROUGH THIS MARK, NAVD 88 METRIC = 15.044
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0754 ***********************************************************************
 JT0754  DESIGNATION -  RV 193
 JT0754  PID         -  JT0754
 JT0754  STATE/COUNTY-  CA/SONOMA
 JT0754  USGS QUAD   -  COTATI (1980)
 JT0754
 JT0754                         *CURRENT SURVEY CONTROL
 JT0754  ___________________________________________________________________
 JT0754* NAD 83(1986)-  38 16 16.     (N)    122 39 34.     (W)     SCALED    
 JT0754* NAVD 88     -        11.06   (+/-2cm)      36.3    (feet)  VERTCON   
 JT0754  ___________________________________________________________________
 JT0754  GEOID HEIGHT-         -31.68  (meters)                     GEOID09
 JT0754  VERT ORDER  -  THIRD (See Below)
 JT0754
 JT0754.The horizontal coordinates were scaled from a topographic map and have
 JT0754.an estimated accuracy of +/- 6 seconds.
 JT0754.
 JT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0754
 JT0754.The vertical order pertains to the NGVD 29 superseded value.
 JT0754
 JT0754.The geoid height was determined by GEOID09.
 JT0754
 JT0754;                    North         East    Units  Estimated Accuracy
 JT0754;SPC CA 2     -   567,310.    1,942,290.      MT  (+/- 180 meters Scaled)
 JT0754
 JT0754                          SUPERSEDED SURVEY CONTROL
 JT0754
 JT0754  NGVD 29 (??/??/??)   10.23   (m)           33.6    (f) RESET       3  
 JT0754
 JT0754.Superseded values are not recommended for survey control.
 JT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0754.See file dsdata.txt to determine how the superseded data were derived.
 JT0754
 JT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH297359(NAD 83)
 JT0754
 JT0754_MARKER: R = RIVET
 JT0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0754_SP_SET: CULVERT
 JT0754_MARK LOGO: NWPRR 
 JT0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0754+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 JT0754
 JT0754  HISTORY     - Date     Condition        Report By
 JT0754  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0754  HISTORY     - 1934     GOOD             CGS
 JT0754  HISTORY     - 1959     GOOD             CGS
 JT0754  HISTORY     - 1984     GOOD             USPSQD
 JT0754  HISTORY     - 19990728 GOOD             INDIV
 JT0754
 JT0754                          STATION DESCRIPTION
 JT0754
 JT0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0754'2.8 MI N FROM PETALUMA.
 JT0754'2.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0754'THE STATION AT PETALUMA, SONOMA COUNTY, 0.3 MILE NORTH OF THE
 JT0754'STATION AT CROWN, AT CULVERT NO. 41-C, IN THE SOUTH END OF THE
 JT0754'WEST HEADWALL, AND 12 FEET WEST OF THE MAIN TRACK.  A STANDARD
 JT0754'MONEL-METAL RIVET.  NOTE-- THE MARK IS 2.7 MILES NORTH OF
 JT0754'PETALUMA, NOT 2.8 MILES.
 JT0754
 JT0754                          STATION RECOVERY (1959)
 JT0754
 JT0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0754'RECOVERED IN GOOD CONDITION.
 JT0754
 JT0754                          STATION RECOVERY (1984)
 JT0754
 JT0754'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0754'NOTE; 3/4 MILE WALK TO CULVERT AND BACK FROM CORONA ROAD.
 JT0754
 JT0754                          STATION RECOVERY (1999)
 JT0754
 JT0754'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0760 ***********************************************************************
 JT0760  DESIGNATION -  RV 196
 JT0760  PID         -  JT0760
 JT0760  STATE/COUNTY-  CA/SONOMA
 JT0760  USGS QUAD   -  COTATI (1980)
 JT0760
 JT0760                         *CURRENT SURVEY CONTROL
 JT0760  ___________________________________________________________________
 JT0760* NAD 83(1986)-  38 15 31.     (N)    122 38 47.     (W)     SCALED    
 JT0760* NAVD 88     -         9.37   (+/-2cm)      30.7    (feet)  VERTCON   
 JT0760  ___________________________________________________________________
 JT0760  GEOID HEIGHT-         -31.70  (meters)                     GEOID09
 JT0760  VERT ORDER  -  THIRD (See Below)
 JT0760
 JT0760.The horizontal coordinates were scaled from a topographic map and have
 JT0760.an estimated accuracy of +/- 6 seconds.
 JT0760.
 JT0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0760
 JT0760.The vertical order pertains to the NGVD 29 superseded value.
 JT0760
 JT0760.The geoid height was determined by GEOID09.
 JT0760
 JT0760;                    North         East    Units  Estimated Accuracy
 JT0760;SPC CA 2     -   565,910.    1,943,430.      MT  (+/- 180 meters Scaled)
 JT0760
 JT0760                          SUPERSEDED SURVEY CONTROL
 JT0760
 JT0760  NGVD 29 (??/??/??)    8.54   (m)           28.0    (f) RESET       3  
 JT0760
 JT0760.Superseded values are not recommended for survey control.
 JT0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0760.See file dsdata.txt to determine how the superseded data were derived.
 JT0760
 JT0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH309345(NAD 83)
 JT0760
 JT0760_MARKER: R = RIVET
 JT0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0760_SP_SET: CULVERT
 JT0760_MARK LOGO: NWPRR 
 JT0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0760
 JT0760  HISTORY     - Date     Condition        Report By
 JT0760  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0760  HISTORY     - 1951     GOOD             CGS
 JT0760  HISTORY     - 1959     GOOD             CGS
 JT0760  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0760
 JT0760                          STATION DESCRIPTION
 JT0760
 JT0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0760'1.6 MI N FROM PETALUMA.
 JT0760'ABOUT 1.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0760'FROM THE STATION AT PETALUMA, NEAR THE EAST CORNER OF THE
 JT0760'PETALUMA AIRPORT, ABOUT 0.2 MILE SOUTHEAST OF THE HANGAR, AT
 JT0760'A TRIPLE 18-INCH CORRUGATED METAL PIPE CULVERT 40 A, IN THE
 JT0760'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL,
 JT0760'9.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, AND
 JT0760'ABOUT 1.0 FOOT LOWER THAN THE TOP OF THE RAIL.  NOTE-- THE
 JT0760'AIRPORT AND HANGAR MENTIONED IN THE DESCRIPTION NO LONGER EXIST.
 JT0760
 JT0760                          STATION RECOVERY (1959)
 JT0760
 JT0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0760'RECOVERED IN GOOD CONDITION.
 JT0760
 JT0760                          STATION RECOVERY (1985)
 JT0760
 JT0760'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0762 ***********************************************************************
 JT0762  DESIGNATION -  RV 197
 JT0762  PID         -  JT0762
 JT0762  STATE/COUNTY-  CA/SONOMA
 JT0762  USGS QUAD   -  PETALUMA (1981)
 JT0762
 JT0762                         *CURRENT SURVEY CONTROL
 JT0762  ___________________________________________________________________
 JT0762* NAD 83(1986)-  38 14 14.     (N)    122 38 03.     (W)     SCALED    
 JT0762* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 JT0762  ___________________________________________________________________
 JT0762  GEOID HEIGHT-         -31.73  (meters)                     GEOID09
 JT0762  VERT ORDER  -  THIRD (See Below)
 JT0762
 JT0762.The horizontal coordinates were scaled from a topographic map and have
 JT0762.an estimated accuracy of +/- 6 seconds.
 JT0762.
 JT0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0762
 JT0762.The vertical order pertains to the NGVD 29 superseded value.
 JT0762
 JT0762.The geoid height was determined by GEOID09.
 JT0762
 JT0762;                    North         East    Units  Estimated Accuracy
 JT0762;SPC CA 2     -   563,530.    1,944,480.      MT  (+/- 180 meters Scaled)
 JT0762
 JT0762                          SUPERSEDED SURVEY CONTROL
 JT0762
 JT0762  NGVD 29 (??/??/??)    3.52   (m)           11.5    (f) RESET       3  
 JT0762
 JT0762.Superseded values are not recommended for survey control.
 JT0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0762.See file dsdata.txt to determine how the superseded data were derived.
 JT0762
 JT0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH320321(NAD 83)
 JT0762
 JT0762_MARKER: R = RIVET
 JT0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0762_SP_SET: CURB
 JT0762_MARK LOGO: NWPRR 
 JT0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0762
 JT0762  HISTORY     - Date     Condition        Report By
 JT0762  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0762  HISTORY     - 1951     GOOD             CGS
 JT0762  HISTORY     - 1970     POOR             NGS
 JT0762  HISTORY     - 1984     GOOD             USPSQD
 JT0762  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0762
 JT0762                          STATION DESCRIPTION
 JT0762
 JT0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0762'AT PETALUMA.
 JT0762'AT PETALUMA, ALONG THE NORTHWESTERN PACIFIC RAILROAD, 0.1 MILES
 JT0762'SOUTHEAST OF THE STATION, AT THE WEST CORNER OF THE INTERSECTION
 JT0762'OF EAST D AND HOPPER STREETS, IN THE TOP OF THE NORTHWEST CURB
 JT0762'OF EAST D STREET, 41.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JT0762'OF THE MAIN TACK, 19.1 FEET NORTHWEST OF THE CENTER LINE OF
 JT0762'EAST D STREET, 0.6 FEET EAST OF THE EAST CORNER OF A SIGNAL
 JT0762'BASE, AND SET ABOUT LEVEL WITH THE TRACK.  NOTE-- THE CURB
 JT0762'IS CRACKED IN SEVERAL PLACES AND MAY POSSIBLY HAVE SETTLED
 JT0762'SLIGHTLY.
 JT0762
 JT0762                          STATION RECOVERY (1970)
 JT0762
 JT0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JT0762'MARK RECOVERED IN POOR CONDITION.
 JT0762
 JT0762                          STATION RECOVERY (1984)
 JT0762
 JT0762'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0762'RECOVERED IN GOOD CONDITION.
 JT0762
 JT0762                          STATION RECOVERY (1985)
 JT0762
 JT0762'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0769 ***********************************************************************
 JT0769  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0769  DESIGNATION -  RV 198
 JT0769  PID         -  JT0769
 JT0769  STATE/COUNTY-  CA/SONOMA
 JT0769  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0769
 JT0769                         *CURRENT SURVEY CONTROL
 JT0769  ___________________________________________________________________
 JT0769* NAD 83(1986)-  38 13 48.     (N)    122 36 54.     (W)     SCALED    
 JT0769* NAVD 88     -         3.84   (+/-2cm)      12.6    (feet)  VERTCON   
 JT0769  ___________________________________________________________________
 JT0769  GEOID HEIGHT-         -31.74  (meters)                     GEOID09
 JT0769  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0769
 JT0769.The horizontal coordinates were scaled from a topographic map and have
 JT0769.an estimated accuracy of +/- 6 seconds.
 JT0769.
 JT0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0769
 JT0769.The vertical order pertains to the NGVD 29 superseded value.
 JT0769
 JT0769.This Tidal Bench Mark is designated as VM 17115
 JT0769.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0769
 JT0769.The geoid height was determined by GEOID09.
 JT0769
 JT0769;                    North         East    Units  Estimated Accuracy
 JT0769;SPC CA 2     -   562,720.    1,946,150.      MT  (+/- 180 meters Scaled)
 JT0769
 JT0769                          SUPERSEDED SURVEY CONTROL
 JT0769
 JT0769  NGVD 29 (??/??/92)    3.01   (m)            9.9    (f) COMPUTED    1 2
 JT0769
 JT0769.Superseded values are not recommended for survey control.
 JT0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0769.See file dsdata.txt to determine how the superseded data were derived.
 JT0769
 JT0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH336314(NAD 83)
 JT0769
 JT0769_MARKER: R = RIVET
 JT0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0769_SP_SET: BRIDGE
 JT0769_MARK LOGO: NWPRR 
 JT0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0769
 JT0769  HISTORY     - Date     Condition        Report By
 JT0769  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0769  HISTORY     - 1951     GOOD             CGS
 JT0769  HISTORY     - 1959     POOR             CGS
 JT0769  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0769  HISTORY     - 19990728 MARK NOT FOUND   INDIV
 JT0769
 JT0769                          STATION DESCRIPTION
 JT0769
 JT0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0769'1.1 MI SE FROM PETALUMA.
 JT0769'1.1 MILE SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0769'FROM THE STATION AT PETALUMA, 36 1/2 RAILS NORTHWEST OF THE
 JT0769'NORTHWEST END OF A STEEL DRAWBRIDGE OVER THE PETALUMA CREEK,
 JT0769'9 RAILS NORTH OF A SIGN READING DRAW 1000 FT BRIDGE, AT THE
 JT0769'FIRST SEMAPHORE SIGNAL NORTHWEST OF THE BRIDGE, IN THE TOP OF
 JT0769'THE NORTH CORNER OF THE CONCRETE FOUNDATION, 8.8 FEET SOUTHWEST
 JT0769'OF THE SOUTHWEST RAIL, AND SET ABOUT LEVEL WITH THE TRACK.
 JT0769'NOTE-- THE SIGNAL HAS BEEN REMOVED AND THE CONCRETE FOUNDATION
 JT0769'IN WHICH THE MARK IS SET IS CRACKED.
 JT0769
 JT0769                          STATION RECOVERY (1959)
 JT0769
 JT0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0769'MARK RECOVERED IN POOR CONDITION.
 JT0769
 JT0769                          STATION RECOVERY (1985)
 JT0769
 JT0769'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0769'MARK NOT FOUND.
 JT0769
 JT0769                          STATION RECOVERY (1999)
 JT0769
 JT0769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0770 ***********************************************************************
 JT0770  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0770  DESIGNATION -  RV 199
 JT0770  PID         -  JT0770
 JT0770  STATE/COUNTY-  CA/SONOMA
 JT0770  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0770
 JT0770                         *CURRENT SURVEY CONTROL
 JT0770  ___________________________________________________________________
 JT0770* NAD 83(1986)-  38 13 37.     (N)    122 36 46.     (W)     SCALED    
 JT0770* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 JT0770  ___________________________________________________________________
 JT0770  GEOID HEIGHT-         -31.75  (meters)                     GEOID09
 JT0770  VERT ORDER  -  THIRD (See Below)
 JT0770
 JT0770.The horizontal coordinates were scaled from a topographic map and have
 JT0770.an estimated accuracy of +/- 6 seconds.
 JT0770.
 JT0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0770
 JT0770.The vertical order pertains to the NGVD 29 superseded value.
 JT0770
 JT0770.This Tidal Bench Mark is designated as VM 11259
 JT0770.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JT0770
 JT0770.The geoid height was determined by GEOID09.
 JT0770
 JT0770;                    North         East    Units  Estimated Accuracy
 JT0770;SPC CA 2     -   562,380.    1,946,340.      MT  (+/- 180 meters Scaled)
 JT0770
 JT0770                          SUPERSEDED SURVEY CONTROL
 JT0770
 JT0770  NGVD 29 (??/??/??)    3.29   (m)           10.8    (f) RESET       3  
 JT0770
 JT0770.Superseded values are not recommended for survey control.
 JT0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0770.See file dsdata.txt to determine how the superseded data were derived.
 JT0770
 JT0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH338310(NAD 83)
 JT0770
 JT0770_MARKER: R = RIVET
 JT0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0770_SP_SET: SEMAPHORE
 JT0770_MARK LOGO: NWPRR 
 JT0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0770
 JT0770  HISTORY     - Date     Condition        Report By
 JT0770  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0770  HISTORY     - 1951     GOOD             CGS
 JT0770  HISTORY     - 1958     GOOD             CGS
 JT0770  HISTORY     - 1985     GOOD             USPSQD
 JT0770
 JT0770                          STATION DESCRIPTION
 JT0770
 JT0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0770'1.5 MI SE FROM PETALUMA.
 JT0770'ABOUT 1.5 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0770'FROM THE STATION AT PETALUMA, 14 RAILS SOUTHEAST OF THE SOUTHEAST
 JT0770'END OF THE STEEL DRAWBRIGE OVER THE PETALUMA CREEK, 7 RAILS
 JT0770'NORTHWEST OF MILEPOLE 37, AT THE FIRST SEMAPHORE SIGNAL SOUTHEAST
 JT0770'OF THE BRIDGE, IN THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE
 JT0770'FOUNDATION, 7.9 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 JT0770'SET ABOUT 1/2 FOOT HIGH ER THAN THE TOP OF THE RAIL.
 JT0770
 JT0770                          STATION RECOVERY (1958)
 JT0770
 JT0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JT0770'RECOVERED IN GOOD CONDITION.
 JT0770
 JT0770                          STATION RECOVERY (1985)
 JT0770
 JT0770'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0868 ***********************************************************************
 KT0868  DESIGNATION -  RV 2 NWPRR
 KT0868  PID         -  KT0868
 KT0868  STATE/COUNTY-  CA/MENDOCINO
 KT0868  USGS QUAD   -  LONGVALE (1994)
 KT0868
 KT0868                         *CURRENT SURVEY CONTROL
 KT0868  ___________________________________________________________________
 KT0868* NAD 83(1986)-  39 32 47.     (N)    123 25 24.     (W)     SCALED    
 KT0868* NAVD 88     -       359.79   (+/-2cm)    1180.4    (feet)  VERTCON   
 KT0868  ___________________________________________________________________
 KT0868  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0868  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0868
 KT0868.The horizontal coordinates were scaled from a topographic map and have
 KT0868.an estimated accuracy of +/- 6 seconds.
 KT0868.
 KT0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0868
 KT0868.The vertical order pertains to the NGVD 29 superseded value.
 KT0868
 KT0868.The geoid height was determined by GEOID09.
 KT0868
 KT0868;                    North         East    Units  Estimated Accuracy
 KT0868;SPC CA 2     -   709,620.    1,877,670.      MT  (+/- 180 meters Scaled)
 KT0868
 KT0868                          SUPERSEDED SURVEY CONTROL
 KT0868
 KT0868  NGVD 29 (??/??/92)  358.850  (m)         1177.33   (f) ADJ UNCH    1 2
 KT0868
 KT0868.Superseded values are not recommended for survey control.
 KT0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0868.See file dsdata.txt to determine how the superseded data were derived.
 KT0868
 KT0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ636774(NAD 83)
 KT0868
 KT0868_MARKER: R = RIVET
 KT0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0868_SP_SET: CULVERT
 KT0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0868
 KT0868  HISTORY     - Date     Condition        Report By
 KT0868  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0868  HISTORY     - 1965     GOOD             CGS
 KT0868  HISTORY     - 1966     MARK NOT FOUND   CGS
 KT0868
 KT0868                          STATION DESCRIPTION
 KT0868
 KT0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT0868'0.8 MI S FROM LONGVALE.
 KT0868'0.8 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0868'LONGVALE SIDING, 22-1/2 POLES NORTH OF MILEPOLE 151, AT SURVEY
 KT0868'STATION 612+00, IN THE TOP OF THE EAST CONCRETE HEADWALL OF A
 KT0868'24-INCH CONCRETE PIPE CULVERT, 8.2 FEET EAST OF THE EAST RAIL OF
 KT0868'THE TRACK, 1.8 FEET SOUTH OF THE NORTH END OF THE HEADWALL, AND
 KT0868'ABOUT 4 FEET LOWER THAN THE TRACK.
 KT0868
 KT0868                          STATION RECOVERY (1966)
 KT0868
 KT0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KT0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0779 ***********************************************************************
 JT0779  DESIGNATION -  RV 201 NWPRR
 JT0779  PID         -  JT0779
 JT0779  STATE/COUNTY-  CA/MARIN
 JT0779  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0779
 JT0779                         *CURRENT SURVEY CONTROL
 JT0779  ___________________________________________________________________
 JT0779* NAD 83(1986)-  38 08 54.     (N)    122 33 52.     (W)     SCALED    
 JT0779* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 JT0779  ___________________________________________________________________
 JT0779  GEOID HEIGHT-         -31.87  (meters)                     GEOID09
 JT0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0779
 JT0779.The horizontal coordinates were scaled from a topographic map and have
 JT0779.an estimated accuracy of +/- 6 seconds.
 JT0779.
 JT0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0779
 JT0779.The vertical order pertains to the NGVD 29 superseded value.
 JT0779
 JT0779.The geoid height was determined by GEOID09.
 JT0779
 JT0779;                    North         East    Units  Estimated Accuracy
 JT0779;SPC CA 3     -   684,930.    1,819,060.      MT  (+/- 180 meters Scaled)
 JT0779
 JT0779                          SUPERSEDED SURVEY CONTROL
 JT0779
 JT0779  NGVD 29 (??/??/92)    1.01   (m)            3.3    (f) COMPUTED    1 2
 JT0779
 JT0779.Superseded values are not recommended for survey control.
 JT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0779.See file dsdata.txt to determine how the superseded data were derived.
 JT0779
 JT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH381223(NAD 83)
 JT0779
 JT0779_MARKER: R = RIVET
 JT0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0779_SP_SET: CULVERT
 JT0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0779
 JT0779  HISTORY     - Date     Condition        Report By
 JT0779  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0779  HISTORY     - 1951     GOOD             CGS
 JT0779  HISTORY     - 1975     MARK NOT FOUND   NGS
 JT0779
 JT0779                          STATION DESCRIPTION
 JT0779
 JT0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0779'3 MI N FROM NOVATO.
 JT0779'ABOUT 3.0 MILES NORTH ALONG NORTHWESTERN PACIFIC COMPANY RAILROAD
 JT0779'FROM THE STATION AT NOVATO, AT A 36-INCH CORRUGATED PIPE CULVERT
 JT0779'NO. 30 G, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JT0779'HEADWALL, AND SET ABOUT TWO FEET LOWER THAN THE TRACK.
 JT0779'NOTE-- THE HEADWALL IN WHICH THIS MARK IS SET HAS A BAD CRACK
 JT0779'IN THE MIDDLE.  IT IS APPARENT THAT THE CRACK WAS CAUSED BY
 JT0779'THE SETTLEMENT OF THE NORTH END OF THE HEADWALL, AS THE NORTH
 JT0779'END OF THE HEADWALL HAS PULLED AWAY FROM THE CONCRETE PIPE.  THE
 JT0779'SOUTH END OF THE HEADWALL IN WHICH THE MARK IS SET APPEARS
 JT0779'TO BE STABLE.  NOTE-- THE WEST HEADWALL OF THE CULVERT IN
 JT0779'WHICH THE MARK IS SET HAS BEEN COVERED OVER BY ROCK FILL AS
 JT0779'A BED FOR A SIDING EXTENSION WHICH HAS RECENTLY BEEN CONSTRUCTED
 JT0779'ALONG THE WEST SIDE OF THE MAIN TRACK.
 JT0779
 JT0779                          STATION RECOVERY (1975)
 JT0779
 JT0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JT0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0785 ***********************************************************************
 JT0785  DESIGNATION -  RV 203 NWPRR
 JT0785  PID         -  JT0785
 JT0785  STATE/COUNTY-  CA/MARIN
 JT0785  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0785
 JT0785                         *CURRENT SURVEY CONTROL
 JT0785  ___________________________________________________________________
 JT0785* NAD 83(1986)-  38 07 56.     (N)    122 33 48.     (W)     SCALED    
 JT0785* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 JT0785  ___________________________________________________________________
 JT0785  GEOID HEIGHT-         -31.90  (meters)                     GEOID09
 JT0785  VERT ORDER  -  THIRD (See Below)
 JT0785
 JT0785.The horizontal coordinates were scaled from a topographic map and have
 JT0785.an estimated accuracy of +/- 6 seconds.
 JT0785.
 JT0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0785
 JT0785.The vertical order pertains to the NGVD 29 superseded value.
 JT0785
 JT0785.The geoid height was determined by GEOID09.
 JT0785
 JT0785;                    North         East    Units  Estimated Accuracy
 JT0785;SPC CA 3     -   683,140.    1,819,120.      MT  (+/- 180 meters Scaled)
 JT0785
 JT0785                          SUPERSEDED SURVEY CONTROL
 JT0785
 JT0785  NGVD 29 (??/??/??)    1.08   (m)            3.5    (f) RESET       3  
 JT0785
 JT0785.Superseded values are not recommended for survey control.
 JT0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0785.See file dsdata.txt to determine how the superseded data were derived.
 JT0785
 JT0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH382205(NAD 83)
 JT0785
 JT0785_MARKER: R = RIVET
 JT0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0785_SP_SET: CULVERT
 JT0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0785
 JT0785  HISTORY     - Date     Condition        Report By
 JT0785  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0785  HISTORY     - 1951     GOOD             CGS
 JT0785  HISTORY     - 1959     GOOD             CGS
 JT0785  HISTORY     - 1981     GOOD             CADPW
 JT0785  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0785
 JT0785                          STATION DESCRIPTION
 JT0785
 JT0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0785'1.9 MI N FROM NOVATO.
 JT0785'1.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC COMPANY RAILROAD
 JT0785'STATION AT NOVATO, 0.2 MILES SOUTH OF THE MAIN ENTRANCE TO THE
 JT0785'NOVATO AIRPORT, AT A 36-INCH CORRUGATED PIPE CULVERT NO. 29 G,
 JT0785'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST HEAD WALL, 8.7
 JT0785'FEET WEST OF THE WEST RAIL, AND SET ABOUT 4 FEET LOWER THAN THE
 JT0785'TRACK.  NOTE-- THE MARK IS ALSO JUST EAST OF CULVERT A 242+04
 JT0785'UNDER U.S. HIGHWAY 101.
 JT0785
 JT0785                          STATION RECOVERY (1959)
 JT0785
 JT0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0785'RECOVERED IN GOOD CONDITION.
 JT0785
 JT0785                          STATION RECOVERY (1981)
 JT0785
 JT0785'RECOVERY NOTE BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1981
 JT0785'RECOVERED IN GOOD CONDITION.
 JT0785
 JT0785                          STATION RECOVERY (1985)
 JT0785
 JT0785'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0786 ***********************************************************************
 JT0786  DESIGNATION -  RV 204 NWPRR
 JT0786  PID         -  JT0786
 JT0786  STATE/COUNTY-  CA/MARIN
 JT0786  USGS QUAD   -  NOVATO (1980)
 JT0786
 JT0786                         *CURRENT SURVEY CONTROL
 JT0786  ___________________________________________________________________
 JT0786* NAD 83(1986)-  38 07 18.     (N)    122 33 57.     (W)     SCALED    
 JT0786* NAVD 88     -         2.17   (+/-2cm)       7.1    (feet)  VERTCON   
 JT0786  ___________________________________________________________________
 JT0786  GEOID HEIGHT-         -31.92  (meters)                     GEOID09
 JT0786  VERT ORDER  -  THIRD (See Below)
 JT0786
 JT0786.The horizontal coordinates were scaled from a topographic map and have
 JT0786.an estimated accuracy of +/- 6 seconds.
 JT0786.
 JT0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0786
 JT0786.The vertical order pertains to the NGVD 29 superseded value.
 JT0786
 JT0786.The geoid height was determined by GEOID09.
 JT0786
 JT0786;                    North         East    Units  Estimated Accuracy
 JT0786;SPC CA 3     -   681,980.    1,818,880.      MT  (+/- 180 meters Scaled)
 JT0786
 JT0786                          SUPERSEDED SURVEY CONTROL
 JT0786
 JT0786  NGVD 29 (??/??/??)    1.35   (m)            4.4    (f) RESET       3  
 JT0786
 JT0786.Superseded values are not recommended for survey control.
 JT0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0786.See file dsdata.txt to determine how the superseded data were derived.
 JT0786
 JT0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH380194(NAD 83)
 JT0786
 JT0786_MARKER: R = RIVET
 JT0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0786_SP_SET: CULVERT
 JT0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0786
 JT0786  HISTORY     - Date     Condition        Report By
 JT0786  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0786  HISTORY     - 1951     GOOD             CGS
 JT0786  HISTORY     - 1959     GOOD             CGS
 JT0786  HISTORY     - 1981     GOOD
 JT0786  HISTORY     - 1985     GOOD             USPSQD
 JT0786
 JT0786                          STATION DESCRIPTION
 JT0786
 JT0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0786'1.3 MI N FROM NOVATO.
 JT0786'1.3 MILES NORTH ALONG THE NORTHWESTERN PACIFIC COMPANY RAILROAD
 JT0786'FROM THE STATION AT NOVATO, 8 1/2 RAILS NORTH OF MILEPOST NO. 29,
 JT0786'AT A 24-INCH CORRUGATED PIPE CULVERT NO. 29 A, IN THE TOP OF THE
 JT0786'SOUTH END OF THE WEST CONCRETE HEADWALL, 12.8 FEET WEST OF THE
 JT0786'WEST RAIL OF THE TRACK, AND SET ABOUT 3 1/2 FEET LOWER THAN
 JT0786'THE TRACK.
 JT0786
 JT0786                          STATION RECOVERY (1959)
 JT0786
 JT0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0786'RECOVERED IN GOOD CONDITION.
 JT0786
 JT0786                          STATION RECOVERY (1981)
 JT0786
 JT0786'RECOVERED 1981
 JT0786'RECOVERED IN GOOD CONDITION.
 JT0786
 JT0786                          STATION RECOVERY (1985)
 JT0786
 JT0786'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1100 ***********************************************************************
 KT1100  DESIGNATION -  RV 21 NWPRR
 KT1100  PID         -  KT1100
 KT1100  STATE/COUNTY-  CA/MENDOCINO
 KT1100  USGS QUAD   -  WILLITS (1991)
 KT1100
 KT1100                         *CURRENT SURVEY CONTROL
 KT1100  ___________________________________________________________________
 KT1100* NAD 83(1986)-  39 28 01.     (N)    123 21 36.     (W)     SCALED    
 KT1100* NAVD 88     -       408.20   (+/-2cm)    1339.2    (feet)  VERTCON   
 KT1100  ___________________________________________________________________
 KT1100  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT1100  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1100
 KT1100.The horizontal coordinates were scaled from a topographic map and have
 KT1100.an estimated accuracy of +/- 6 seconds.
 KT1100.
 KT1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1100
 KT1100.The vertical order pertains to the NGVD 29 superseded value.
 KT1100
 KT1100.The geoid height was determined by GEOID09.
 KT1100
 KT1100;                    North         East    Units  Estimated Accuracy
 KT1100;SPC CA 2     -   700,720.    1,882,980.      MT  (+/- 180 meters Scaled)
 KT1100
 KT1100                          SUPERSEDED SURVEY CONTROL
 KT1100
 KT1100  NGVD 29 (??/??/92)  407.279  (m)         1336.21   (f) ADJ UNCH    1 2
 KT1100
 KT1100.Superseded values are not recommended for survey control.
 KT1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1100.See file dsdata.txt to determine how the superseded data were derived.
 KT1100
 KT1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ690686(NAD 83)
 KT1100
 KT1100_MARKER: R = RIVET
 KT1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1100_SP_SET: TRESTLE
 KT1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1100
 KT1100  HISTORY     - Date     Condition        Report By
 KT1100  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1100  HISTORY     - 1965     GOOD             CGS
 KT1100
 KT1100                          STATION DESCRIPTION
 KT1100
 KT1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1100'4.2 MI N FROM WILLITS.
 KT1100'4.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1100'THE STATION AT WILLITS, 2 1/2 POLES WEST OF OUTLET SIDING SIGN,
 KT1100'IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE EAST-SOUTHEAST
 KT1100'CONCRETE ABUTMENT OF A 13-FOOT TRESTLE, 8.3 FEET SOUTH-SOUTHWEST
 KT1100'OF THE SOUTH-SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 KT1100'TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0816 ***********************************************************************
 JT0816  DESIGNATION -  RV 210 NWPRR
 JT0816  PID         -  JT0816
 JT0816  STATE/COUNTY-  CA/MARIN
 JT0816  USGS QUAD   -  NOVATO (1980)
 JT0816
 JT0816                         *CURRENT SURVEY CONTROL
 JT0816  ___________________________________________________________________
 JT0816* NAD 83(1986)-  38 02 24.     (N)    122 31 10.     (W)     SCALED    
 JT0816* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 JT0816  ___________________________________________________________________
 JT0816  GEOID HEIGHT-         -32.11  (meters)                     GEOID09
 JT0816  VERT ORDER  -  THIRD (See Below)
 JT0816
 JT0816.The horizontal coordinates were scaled from a topographic map and have
 JT0816.an estimated accuracy of +/- 6 seconds.
 JT0816.
 JT0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0816
 JT0816.The vertical order pertains to the NGVD 29 superseded value.
 JT0816
 JT0816.The geoid height was determined by GEOID09.
 JT0816
 JT0816;                    North         East    Units  Estimated Accuracy
 JT0816;SPC CA 3     -   672,830.    1,822,750.      MT  (+/- 180 meters Scaled)
 JT0816
 JT0816                          SUPERSEDED SURVEY CONTROL
 JT0816
 JT0816  NGVD 29 (??/??/??)    2.23   (m)            7.3    (f) RESET       3  
 JT0816
 JT0816.Superseded values are not recommended for survey control.
 JT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0816.See file dsdata.txt to determine how the superseded data were derived.
 JT0816
 JT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH421103(NAD 83)
 JT0816
 JT0816_MARKER: R = RIVET
 JT0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0816_SP_SET: SEMAPHORE
 JT0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0816
 JT0816  HISTORY     - Date     Condition        Report By
 JT0816  HISTORY     - UNK      MONUMENTED       NWPRR
 JT0816  HISTORY     - 1951     GOOD             CGS
 JT0816  HISTORY     - 1964     GOOD             CGS
 JT0816  HISTORY     - 1981     GOOD
 JT0816
 JT0816                          STATION DESCRIPTION
 JT0816
 JT0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0816'0.7 MI SE FROM HAMILTON FIELD.
 JT0816'0.7 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC COMPANY
 JT0816'RAILROAD FROM THE STATION AT HAMILTON FIELD, 29 1/4 RAILS NORTH
 JT0816'OF THE NORTH END OF RAILROAD BRIDGE NO. 22.32, ON THE OUTSIDE OF
 JT0816'AND NEAR THE SOUTH END OF A CURVE IN THE TRACK, AT SEMAPHORE
 JT0816'NO. 226, IN THE NORTHEAST CORNER OF A CONCRETE BLOCK SUPORTING A
 JT0816'STEEL LADDER LEADING UP THE NORTH SIDE OF THE SEMAPHORE, 9.2
 JT0816'FEET EAST OF THE EAST RAIL AND ABOUT 1/2 FOOT LOWER THAN THE
 JT0816'TRACK, AND SET 0.2 FEET NORTH OF THE WEST LEG OF THE LADDER.
 JT0816'NOTE-- A MOLE HAS BURROWED UNDER THE BASE OF THE SEMAPHORE,
 JT0816'RENDERING ITS STABILITY DOUBTFUL.
 JT0816
 JT0816                          STATION RECOVERY (1964)
 JT0816
 JT0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0816'RECOVERED IN GOOD CONDITION.
 JT0816
 JT0816                          STATION RECOVERY (1981)
 JT0816
 JT0816'RECOVERED 1981
 JT0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1750 ***********************************************************************
 HT1750  DESIGNATION -  RV 219
 HT1750  PID         -  HT1750
 HT1750  STATE/COUNTY-  CA/MARIN
 HT1750  USGS QUAD   -  SAN RAFAEL (1995)
 HT1750
 HT1750                         *CURRENT SURVEY CONTROL
 HT1750  ___________________________________________________________________
 HT1750* NAD 83(1986)-  37 58 33.     (N)    122 31 18.     (W)     SCALED    
 HT1750* NAVD 88     -         8.643  (meters)      28.36   (feet)  ADJUSTED  
 HT1750  ___________________________________________________________________
 HT1750  GEOID HEIGHT-         -32.19  (meters)                     GEOID09
 HT1750  DYNAMIC HT  -           8.638 (meters)      28.34  (feet)  COMP
 HT1750  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 HT1750
 HT1750  VERT ORDER  -  FIRST     CLASS II
 HT1750
 HT1750.The horizontal coordinates were scaled from a topographic map and have
 HT1750.an estimated accuracy of +/- 6 seconds.
 HT1750.
 HT1750.The orthometric height was determined by differential leveling and
 HT1750.adjusted in June 1991.
 HT1750
 HT1750.The geoid height was determined by GEOID09.
 HT1750
 HT1750.The dynamic height is computed by dividing the NAVD 88
 HT1750.geopotential number by the normal gravity value computed on the
 HT1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1750.degrees latitude (g = 980.6199 gals.).
 HT1750
 HT1750.The modeled gravity was interpolated from observed gravity values.
 HT1750
 HT1750;                    North         East    Units  Estimated Accuracy
 HT1750;SPC CA 3     -   665,710.    1,822,400.      MT  (+/- 180 meters Scaled)
 HT1750
 HT1750                          SUPERSEDED SURVEY CONTROL
 HT1750
 HT1750  NGVD 29 (??/??/92)    7.825  (m)           25.67   (f) ADJ UNCH    1 2
 HT1750
 HT1750.Superseded values are not recommended for survey control.
 HT1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1750.See file dsdata.txt to determine how the superseded data were derived.
 HT1750
 HT1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH420032(NAD 83)
 HT1750
 HT1750_MARKER: R = RIVET
 HT1750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT1750_SP_SET: HEADWALL
 HT1750_MARK LOGO: NONE  
 HT1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1750+STABILITY: SURFACE MOTION
 HT1750
 HT1750  HISTORY     - Date     Condition        Report By
 HT1750  HISTORY     - UNK      MONUMENTED       NWPRR
 HT1750  HISTORY     - 1951     GOOD             CGS
 HT1750  HISTORY     - 1964     GOOD             CGS
 HT1750  HISTORY     - 1987     GOOD             NGS
 HT1750
 HT1750                          STATION DESCRIPTION
 HT1750
 HT1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1750'0.3 MI N FROM SAN RAFAEL.
 HT1750'0.3 MILES NORTH ALONG THE NORTHWESTERN PACIFIC COMPANY RAILROAD
 HT1750'FROM THE STATION AT SAN RAFAEL, AT THE CROSSING OF PACHECO
 HT1750'STREET, AT AN 18-INCH CONCRETE PIPE CULVERT NO. 17B, IN THE
 HT1750'TOP OF THE WEST HEADWALL, 79 FEET SOUTH OF THE CENTER LINE OF
 HT1750'PACHECO STREET, 9.5 FEET WEST OF THE WEST RAIL OF THE TRACK,
 HT1750'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET 0.4 FEET NORTH OF
 HT1750'THE SOUTH END OF THE HEADWALL.
 HT1750
 HT1750                          STATION RECOVERY (1964)
 HT1750
 HT1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1750'RECOVERED IN GOOD CONDITION.
 HT1750
 HT1750                          STATION RECOVERY (1987)
 HT1750
 HT1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HT1750'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN SAN RAFAEL,
 HT1750'AT THE INTERSECTION OF THE NORTHWESTERN PACIFIC RAILROAD AND PACHECO
 HT1750'STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1791 ***********************************************************************
 HT1791  DESIGNATION -  RV 226
 HT1791  PID         -  HT1791
 HT1791  STATE/COUNTY-  CA/MARIN
 HT1791  USGS QUAD   -  SAN RAFAEL (1995)
 HT1791
 HT1791                         *CURRENT SURVEY CONTROL
 HT1791  ___________________________________________________________________
 HT1791* NAD 83(1986)-  37 52 57.     (N)    122 31 07.     (W)     SCALED    
 HT1791* NAVD 88     -         2.212  (meters)       7.26   (feet)  ADJUSTED  
 HT1791  ___________________________________________________________________
 HT1791  GEOID HEIGHT-         -32.44  (meters)                     GEOID09
 HT1791  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 HT1791  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 HT1791
 HT1791  VERT ORDER  -  FIRST     CLASS II
 HT1791
 HT1791.The horizontal coordinates were scaled from a topographic map and have
 HT1791.an estimated accuracy of +/- 6 seconds.
 HT1791.
 HT1791.The orthometric height was determined by differential leveling and
 HT1791.adjusted in June 1991.
 HT1791
 HT1791.The geoid height was determined by GEOID09.
 HT1791
 HT1791.The dynamic height is computed by dividing the NAVD 88
 HT1791.geopotential number by the normal gravity value computed on the
 HT1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1791.degrees latitude (g = 980.6199 gals.).
 HT1791
 HT1791.The modeled gravity was interpolated from observed gravity values.
 HT1791
 HT1791;                    North         East    Units  Estimated Accuracy
 HT1791;SPC CA 3     -   655,350.    1,822,440.      MT  (+/- 180 meters Scaled)
 HT1791
 HT1791                          SUPERSEDED SURVEY CONTROL
 HT1791
 HT1791  NGVD 29 (10/21/93)    1.387  (m)            4.55   (f) ADJUSTED    1 2
 HT1791
 HT1791.Superseded values are not recommended for survey control.
 HT1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1791.See file dsdata.txt to determine how the superseded data were derived.
 HT1791
 HT1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG423928(NAD 83)
 HT1791
 HT1791_MARKER: R = RIVET
 HT1791_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT1791+WITH SETTING: PAVEMENT
 HT1791_SP_SET: SEMAPHORE FOUNDATION
 HT1791_MARK LOGO: NONE  
 HT1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1791+STABILITY: SURFACE MOTION
 HT1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT1791+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 HT1791
 HT1791  HISTORY     - Date     Condition        Report By
 HT1791  HISTORY     - UNK      MONUMENTED       NWPRR
 HT1791  HISTORY     - 1956     GOOD             CGS
 HT1791  HISTORY     - 1973     GOOD             NGS
 HT1791  HISTORY     - 19880908 GOOD             NGS
 HT1791
 HT1791                          STATION DESCRIPTION
 HT1791
 HT1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1791'3 MI NW FROM SAUSALITO.
 HT1791'3.0 MILES NORTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 HT1791'THE CITY HALL AT SAUSALITO, 3.2 MILES SOUTH OF CORTE MADERA,
 HT1791'0.3 MILE NORTHWEST OF THE NEW U.S. HIGHWAY 101 OVERPASS, IN TOP
 HT1791'OF THE EAST CORNER OF AN ABANDONED CONCRETE SEMIPHORE FOUNDATION
 HT1791'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND, 4 1/2 RAILS SOUTHEAST
 HT1791'OF THE SOUTHEAST END OF A SMALL BRIDGE OVER A SLOUGH, 5.7 FEET
 HT1791'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, AND ABOUT LEVEL
 HT1791'WITH THE TRACK.
 HT1791
 HT1791                          STATION RECOVERY (1973)
 HT1791
 HT1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HT1791'RECOVERED IN GOOD CONDITION.
 HT1791
 HT1791                          STATION RECOVERY (1988)
 HT1791
 HT1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT1791'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 HT1791'(0.30 MI) NORTHERLY ALONG A MULTI-USE PATH (OLD NORTHWESTERN PACIFIC
 HT1791'RAILROAD BED) FROM THE JUNCTION OF U.S. HIGHWAY 101 IN MANZANITA, IN
 HT1791'THE EAST CORNER OF AN ABANDONED CONCRETE FOUNDATION FOR A SEMAPHORE
 HT1791'THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE, 71.0 M
 HT1791'(232.9 FT) NORTHWEST OF THE NORTHWEST END OF A WOODEN BRIDGE, AND 3.3
 HT1791'M (10.8 FT) SOUTHWEST OF THE CENTER OF THE PATH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1113 ***********************************************************************
 KT1113  DESIGNATION -  RV 26 NWPRR
 KT1113  PID         -  KT1113
 KT1113  STATE/COUNTY-  CA/MENDOCINO
 KT1113  USGS QUAD   -  WILLITS (1991)
 KT1113
 KT1113                         *CURRENT SURVEY CONTROL
 KT1113  ___________________________________________________________________
 KT1113* NAD 83(1986)-  39 24 02.     (N)    123 20 41.     (W)     SCALED    
 KT1113* NAVD 88     -       420.48   (+/-2cm)    1379.5    (feet)  VERTCON   
 KT1113  ___________________________________________________________________
 KT1113  GEOID HEIGHT-         -29.71  (meters)                     GEOID09
 KT1113  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1113
 KT1113.The horizontal coordinates were scaled from a topographic map and have
 KT1113.an estimated accuracy of +/- 6 seconds.
 KT1113.
 KT1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1113
 KT1113.The vertical order pertains to the NGVD 29 superseded value.
 KT1113
 KT1113.The geoid height was determined by GEOID09.
 KT1113
 KT1113;                    North         East    Units  Estimated Accuracy
 KT1113;SPC CA 2     -   693,330.    1,884,180.      MT  (+/- 180 meters Scaled)
 KT1113
 KT1113                          SUPERSEDED SURVEY CONTROL
 KT1113
 KT1113  NGVD 29 (??/??/92)  419.563  (m)         1376.52   (f) ADJ UNCH    1 2
 KT1113
 KT1113.Superseded values are not recommended for survey control.
 KT1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1113.See file dsdata.txt to determine how the superseded data were derived.
 KT1113
 KT1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ703612(NAD 83)
 KT1113
 KT1113_MARKER: S = SPIKE
 KT1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1113_SP_SET: TRESTLE
 KT1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1113
 KT1113  HISTORY     - Date     Condition        Report By
 KT1113  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1113  HISTORY     - 1965     GOOD             CGS
 KT1113
 KT1113                          STATION DESCRIPTION
 KT1113
 KT1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1113'0.9 MI S FROM WILLITS.
 KT1113'0.9 MILE SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1113'STATION AT WILLITS, 19-1/4 POLES NORTH OF MILEPOLE 138, AT SURVEY
 KT1113'STATION 7232+30, IN THE TOP OF THE FORMER NORTHWEST CONCRETE
 KT1113'ABUTMENT OF OPEN-DECK TRESTLE 138.56, WHICH HAS BEEN REMOVED AND
 KT1113'REPLACED WITH A WOODEN BOX CULVERT, 5.5 FEET SOUTHWEST OF THE
 KT1113'SOUTHWEST RAIL OF THE TRACK, 0.5 FOOT NORTHWEST OF THE SOUTHEAST
 KT1113'FACE OF THE ABUTMENT, 1.4 FEET LOWER THAN THE TRACK, AND 0.5 FOOT
 KT1113'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1116 ***********************************************************************
 KT1116  DESIGNATION -  RV 28 NWPRR
 KT1116  PID         -  KT1116
 KT1116  STATE/COUNTY-  CA/MENDOCINO
 KT1116  USGS QUAD   -  WILLITS (1991)
 KT1116
 KT1116                         *CURRENT SURVEY CONTROL
 KT1116  ___________________________________________________________________
 KT1116* NAD 83(1986)-  39 22 37.     (N)    123 19 46.     (W)     SCALED    
 KT1116* NAVD 88     -       441.83   (+/-2cm)    1449.6    (feet)  VERTCON   
 KT1116  ___________________________________________________________________
 KT1116  GEOID HEIGHT-         -29.72  (meters)                     GEOID09
 KT1116  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1116
 KT1116.The horizontal coordinates were scaled from a topographic map and have
 KT1116.an estimated accuracy of +/- 6 seconds.
 KT1116.
 KT1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1116
 KT1116.The vertical order pertains to the NGVD 29 superseded value.
 KT1116
 KT1116.The geoid height was determined by GEOID09.
 KT1116
 KT1116;                    North         East    Units  Estimated Accuracy
 KT1116;SPC CA 2     -   690,690.    1,885,460.      MT  (+/- 180 meters Scaled)
 KT1116
 KT1116                          SUPERSEDED SURVEY CONTROL
 KT1116
 KT1116  NGVD 29 (??/??/92)  440.904  (m)         1446.53   (f) ADJ UNCH    1 2
 KT1116
 KT1116.Superseded values are not recommended for survey control.
 KT1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1116.See file dsdata.txt to determine how the superseded data were derived.
 KT1116
 KT1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ716586(NAD 83)
 KT1116
 KT1116_MARKER: R = RIVET
 KT1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1116_SP_SET: CULVERT
 KT1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1116
 KT1116  HISTORY     - Date     Condition        Report By
 KT1116  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1116  HISTORY     - 1965     GOOD             CGS
 KT1116
 KT1116                          STATION DESCRIPTION
 KT1116
 KT1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1116'2.7 MI S FROM WILLITS.
 KT1116'2.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1116'THE STATION AT WILLITS, 8 1/2 POLES SOUTH OF MILEPOLE 137, IN
 KT1116'THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END OF THE EAST HEAD WALL
 KT1116'OF A 72-INCH CONCRETE ARCH CULVERT, 136 J, 22.5 FEET EAST OF
 KT1116'THE EAST RAIL (SLOPING SISTANCE), 133 FEET SOUTH OF THE CENTER
 KT1116'LINE OF A PRIVATE ROAD TO RICHARDS RANCH, AND ABOUT 8 1/2 FEET
 KT1116'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1117 ***********************************************************************
 KT1117  DESIGNATION -  RV 29 NWPRR
 KT1117  PID         -  KT1117
 KT1117  STATE/COUNTY-  CA/MENDOCINO
 KT1117  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1117
 KT1117                         *CURRENT SURVEY CONTROL
 KT1117  ___________________________________________________________________
 KT1117* NAD 83(1986)-  39 22 12.     (N)    123 19 31.     (W)     SCALED    
 KT1117* NAVD 88     -       459.98   (+/-2cm)    1509.1    (feet)  VERTCON   
 KT1117  ___________________________________________________________________
 KT1117  GEOID HEIGHT-         -29.72  (meters)                     GEOID09
 KT1117  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1117
 KT1117.The horizontal coordinates were scaled from a topographic map and have
 KT1117.an estimated accuracy of +/- 6 seconds.
 KT1117.
 KT1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1117
 KT1117.The vertical order pertains to the NGVD 29 superseded value.
 KT1117
 KT1117.The geoid height was determined by GEOID09.
 KT1117
 KT1117;                    North         East    Units  Estimated Accuracy
 KT1117;SPC CA 2     -   689,910.    1,885,810.      MT  (+/- 180 meters Scaled)
 KT1117
 KT1117                          SUPERSEDED SURVEY CONTROL
 KT1117
 KT1117  NGVD 29 (??/??/92)  459.053  (m)         1506.08   (f) ADJ UNCH    1 2
 KT1117
 KT1117.Superseded values are not recommended for survey control.
 KT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1117.See file dsdata.txt to determine how the superseded data were derived.
 KT1117
 KT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ719578(NAD 83)
 KT1117
 KT1117_MARKER: S = SPIKE
 KT1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1117_SP_SET: TRESTLE
 KT1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1117
 KT1117  HISTORY     - Date     Condition        Report By
 KT1117  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1117  HISTORY     - 1965     GOOD             CGS
 KT1117
 KT1117                          STATION DESCRIPTION
 KT1117
 KT1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1117'3.2 MI S FROM WILLITS.
 KT1117'3.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1117'THE STATION AT WILLITS, 5-3/4 POLES NORTHWEST OF MILE POLE 136,
 KT1117'IN THE TOP OF THE SOUTHWEST END OF THE FORMER SOUTHEAST ABUTMENT
 KT1117'OF A OPEN-DECK TRESTLE, 5.4 FEET SOUTHWEST OF THE NEAR RAIL, 1.8
 KT1117'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1122 ***********************************************************************
 KT1122  DESIGNATION -  RV 32 NWPRR
 KT1122  PID         -  KT1122
 KT1122  STATE/COUNTY-  CA/MENDOCINO
 KT1122  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1122
 KT1122                         *CURRENT SURVEY CONTROL
 KT1122  ___________________________________________________________________
 KT1122* NAD 83(1986)-  39 21 48.     (N)    123 19 43.     (W)     SCALED    
 KT1122* NAVD 88     -       509.07   (+/-2cm)    1670.2    (feet)  VERTCON   
 KT1122  ___________________________________________________________________
 KT1122  GEOID HEIGHT-         -29.75  (meters)                     GEOID09
 KT1122  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1122
 KT1122.The horizontal coordinates were scaled from a topographic map and have
 KT1122.an estimated accuracy of +/- 6 seconds.
 KT1122.
 KT1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1122
 KT1122.The vertical order pertains to the NGVD 29 superseded value.
 KT1122
 KT1122.The geoid height was determined by GEOID09.
 KT1122
 KT1122;                    North         East    Units  Estimated Accuracy
 KT1122;SPC CA 2     -   689,180.    1,885,510.      MT  (+/- 180 meters Scaled)
 KT1122
 KT1122                          SUPERSEDED SURVEY CONTROL
 KT1122
 KT1122  NGVD 29 (??/??/92)  508.133  (m)         1667.10   (f) ADJ UNCH    1 2
 KT1122
 KT1122.Superseded values are not recommended for survey control.
 KT1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1122.See file dsdata.txt to determine how the superseded data were derived.
 KT1122
 KT1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ716571(NAD 83)
 KT1122
 KT1122_MARKER: R = RIVET
 KT1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1122_SP_SET: CULVERT
 KT1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1122
 KT1122  HISTORY     - Date     Condition        Report By
 KT1122  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1122  HISTORY     - 1965     GOOD             CGS
 KT1122
 KT1122                          STATION DESCRIPTION
 KT1122
 KT1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1122'5.4 MI S FROM WILLITS.
 KT1122'5.35 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1122'STATION AT WILLITS, 1-3/4 POLES NORTHWEST OF MILE POLE 134, IN
 KT1122'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL
 KT1122'OF CULVERT 134A, 19.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 KT1122'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1123 ***********************************************************************
 KT1123  DESIGNATION -  RV 33 NWPRR
 KT1123  PID         -  KT1123
 KT1123  STATE/COUNTY-  CA/MENDOCINO
 KT1123  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1123
 KT1123                         *CURRENT SURVEY CONTROL
 KT1123  ___________________________________________________________________
 KT1123* NAD 83(1986)-  39 21 39.     (N)    123 19 30.     (W)     SCALED    
 KT1123* NAVD 88     -       518.59   (+/-2cm)    1701.4    (feet)  VERTCON   
 KT1123  ___________________________________________________________________
 KT1123  GEOID HEIGHT-         -29.74  (meters)                     GEOID09
 KT1123  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1123
 KT1123.The horizontal coordinates were scaled from a topographic map and have
 KT1123.an estimated accuracy of +/- 6 seconds.
 KT1123.
 KT1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1123
 KT1123.The vertical order pertains to the NGVD 29 superseded value.
 KT1123
 KT1123.The geoid height was determined by GEOID09.
 KT1123
 KT1123;                    North         East    Units  Estimated Accuracy
 KT1123;SPC CA 2     -   688,900.    1,885,820.      MT  (+/- 180 meters Scaled)
 KT1123
 KT1123                          SUPERSEDED SURVEY CONTROL
 KT1123
 KT1123  NGVD 29 (??/??/92)  517.659  (m)         1698.35   (f) ADJ UNCH    1 2
 KT1123
 KT1123.Superseded values are not recommended for survey control.
 KT1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1123.See file dsdata.txt to determine how the superseded data were derived.
 KT1123
 KT1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ720568(NAD 83)
 KT1123
 KT1123_MARKER: S = SPIKE
 KT1123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1123_SP_SET: TRESTLE
 KT1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1123
 KT1123  HISTORY     - Date     Condition        Report By
 KT1123  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1123  HISTORY     - 1965     GOOD             CGS
 KT1123
 KT1123                          STATION DESCRIPTION
 KT1123
 KT1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1123'5.6 MI S FROM WILLITS.
 KT1123'5.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1123'STATION AT WILLITS, IN THE TOP OF THE SOUTH ABUTMENT OF ABANDONED
 KT1123'TRUSTLE 133.79, 1.3 FEET EAST OF THE WEST END OF THE ABUTMENT,
 KT1123'2.0 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE
 KT1123'TOP OF THE RAIL,
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1126 ***********************************************************************
 KT1126  DESIGNATION -  RV 35 NWPRR
 KT1126  PID         -  KT1126
 KT1126  STATE/COUNTY-  CA/MENDOCINO
 KT1126  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1126
 KT1126                         *CURRENT SURVEY CONTROL
 KT1126  ___________________________________________________________________
 KT1126* NAD 83(1986)-  39 20 10.     (N)    123 17 57.     (W)     SCALED    
 KT1126* NAVD 88     -       583.52   (+/-2cm)    1914.4    (feet)  VERTCON   
 KT1126  ___________________________________________________________________
 KT1126  GEOID HEIGHT-         -29.75  (meters)                     GEOID09
 KT1126  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1126
 KT1126.The horizontal coordinates were scaled from a topographic map and have
 KT1126.an estimated accuracy of +/- 6 seconds.
 KT1126.
 KT1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1126
 KT1126.The vertical order pertains to the NGVD 29 superseded value.
 KT1126
 KT1126.The geoid height was determined by GEOID09.
 KT1126
 KT1126;                    North         East    Units  Estimated Accuracy
 KT1126;SPC CA 2     -   686,120.    1,888,010.      MT  (+/- 180 meters Scaled)
 KT1126
 KT1126                          SUPERSEDED SURVEY CONTROL
 KT1126
 KT1126  NGVD 29 (??/??/92)  582.588  (m)         1911.37   (f) ADJ UNCH    1 2
 KT1126
 KT1126.Superseded values are not recommended for survey control.
 KT1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1126.See file dsdata.txt to determine how the superseded data were derived.
 KT1126
 KT1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ742541(NAD 83)
 KT1126
 KT1126_MARKER: R = RIVET
 KT1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1126_SP_SET: FOUNDATION
 KT1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1126
 KT1126  HISTORY     - Date     Condition        Report By
 KT1126  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1126  HISTORY     - 1965     GOOD             CGS
 KT1126
 KT1126                          STATION DESCRIPTION
 KT1126
 KT1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1126'7.9 MI S FROM WILLITS.
 KT1126'7.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1126'STATION AT WILLITS, 16 POLES NORTH OF MILE POLE 131, IN THE TOP
 KT1126'OF THE WEST SIDE OF THE LOWER FOUNDATION OF THE NORTH ONE OF THE
 KT1126'TWO MOST WESTERLY CONCRETE BLOCKS FOR A FORMER WATER TANK, 6.0
 KT1126'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 3 RAILS SOUTH OF THE
 KT1126'CENTER OF A PRIVATE ROAD CROSSING, 14.0 FEET SOUTHWEST OF A
 KT1126'RIDGE SIDING SIGN, ABOUT LEVEL WITH THE TRACK, AND 0.3 FOOT
 KT1126'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1128 ***********************************************************************
 KT1128  DESIGNATION -  RV 36 NWPRR
 KT1128  PID         -  KT1128
 KT1128  STATE/COUNTY-  CA/MENDOCINO
 KT1128  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1128
 KT1128                         *CURRENT SURVEY CONTROL
 KT1128  ___________________________________________________________________
 KT1128* NAD 83(1986)-  39 19 48.     (N)    123 18 01.     (W)     SCALED    
 KT1128* NAVD 88     -       566.74   (+/-2cm)    1859.4    (feet)  VERTCON   
 KT1128  ___________________________________________________________________
 KT1128  GEOID HEIGHT-         -29.78  (meters)                     GEOID09
 KT1128  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1128
 KT1128.The horizontal coordinates were scaled from a topographic map and have
 KT1128.an estimated accuracy of +/- 6 seconds.
 KT1128.
 KT1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1128
 KT1128.The vertical order pertains to the NGVD 29 superseded value.
 KT1128
 KT1128.The geoid height was determined by GEOID09.
 KT1128
 KT1128;                    North         East    Units  Estimated Accuracy
 KT1128;SPC CA 2     -   685,440.    1,887,900.      MT  (+/- 180 meters Scaled)
 KT1128
 KT1128                          SUPERSEDED SURVEY CONTROL
 KT1128
 KT1128  NGVD 29 (??/??/92)  565.806  (m)         1856.32   (f) ADJ UNCH    1 2
 KT1128
 KT1128.Superseded values are not recommended for survey control.
 KT1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1128.See file dsdata.txt to determine how the superseded data were derived.
 KT1128
 KT1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ741534(NAD 83)
 KT1128
 KT1128_MARKER: R = RIVET
 KT1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1128_SP_SET: CULVERT
 KT1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1128
 KT1128  HISTORY     - Date     Condition        Report By
 KT1128  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1128  HISTORY     - 1965     GOOD             CGS
 KT1128
 KT1128                          STATION DESCRIPTION
 KT1128
 KT1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1128'8.4 MI S FROM WILLITS.
 KT1128'8.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1128'STATION AT WILLITS, 3-1/2 POLES NORTH OF MILEPOLE 131, AT SURVEY
 KT1128'STATION 6837+10, IN THE TOP OF THE WEST CONCRETE HEADWALL OF
 KT1128'24-INCH CONCRETE PIPE CULVERT 131-A, ABOUT 40 FEET WEST OF THE
 KT1128'WEST RAIL OF THE TRACK, 0.7 FOOT SOUTH OF THE NORTH END OF THE
 KT1128'HEADWALL, AND ABOUT 22 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1129 ***********************************************************************
 KT1129  DESIGNATION -  RV 37 NWPRR
 KT1129  PID         -  KT1129
 KT1129  STATE/COUNTY-  CA/MENDOCINO
 KT1129  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1129
 KT1129                         *CURRENT SURVEY CONTROL
 KT1129  ___________________________________________________________________
 KT1129* NAD 83(1986)-  39 19 21.     (N)    123 17 51.     (W)     SCALED    
 KT1129* NAVD 88     -       546.79   (+/-2cm)    1793.9    (feet)  VERTCON   
 KT1129  ___________________________________________________________________
 KT1129  GEOID HEIGHT-         -29.80  (meters)                     GEOID09
 KT1129  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1129
 KT1129.The horizontal coordinates were scaled from a topographic map and have
 KT1129.an estimated accuracy of +/- 6 seconds.
 KT1129.
 KT1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1129
 KT1129.The vertical order pertains to the NGVD 29 superseded value.
 KT1129
 KT1129.The geoid height was determined by GEOID09.
 KT1129
 KT1129;                    North         East    Units  Estimated Accuracy
 KT1129;SPC CA 2     -   684,610.    1,888,130.      MT  (+/- 180 meters Scaled)
 KT1129
 KT1129                          SUPERSEDED SURVEY CONTROL
 KT1129
 KT1129  NGVD 29 (??/??/92)  545.865  (m)         1790.89   (f) ADJ UNCH    1 2
 KT1129
 KT1129.Superseded values are not recommended for survey control.
 KT1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1129.See file dsdata.txt to determine how the superseded data were derived.
 KT1129
 KT1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ743526(NAD 83)
 KT1129
 KT1129_MARKER: R = RIVET
 KT1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1129_SP_SET: TRESTLE
 KT1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1129
 KT1129  HISTORY     - Date     Condition        Report By
 KT1129  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1129  HISTORY     - 1965     GOOD             CGS
 KT1129
 KT1129                          STATION DESCRIPTION
 KT1129
 KT1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1129'8.9 MI S FROM WILLITS.
 KT1129'8.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1129'STATION AT WILLITS, 20-3/4 POLES NORTH OF MILEPOLE 130, AT SURVEY
 KT1129'STATION 6807+15, IN THE TOP OF THE FORMER SOUTH CONCRETE ABUTMENT
 KT1129'OF OPEN-DECK TRESTLE 130-H, WHICH HAS BEEN REMOVED AND REPLACED
 KT1129'WITH A 30-INCH CORRUGATED METAL PIPE CULVERT, 5.1 FEET WEST OF
 KT1129'THE WEST RAIL OF THE TRACK, 0.4 FOOT SOUTH OF THE NORTH EDGE OF
 KT1129'THE ABUTMENT, ABOUT 2 FEET LOWER THAN THE TRACK, AND 0.4 FOOT
 KT1129'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1130 ***********************************************************************
 KT1130  DESIGNATION -  RV 38 NWPRR
 KT1130  PID         -  KT1130
 KT1130  STATE/COUNTY-  CA/MENDOCINO
 KT1130  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1130
 KT1130                         *CURRENT SURVEY CONTROL
 KT1130  ___________________________________________________________________
 KT1130* NAD 83(1986)-  39 19 03.     (N)    123 17 38.     (W)     SCALED    
 KT1130* NAVD 88     -       527.58   (+/-2cm)    1730.9    (feet)  VERTCON   
 KT1130  ___________________________________________________________________
 KT1130  GEOID HEIGHT-         -29.81  (meters)                     GEOID09
 KT1130  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1130
 KT1130.The horizontal coordinates were scaled from a topographic map and have
 KT1130.an estimated accuracy of +/- 6 seconds.
 KT1130.
 KT1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1130
 KT1130.The vertical order pertains to the NGVD 29 superseded value.
 KT1130
 KT1130.The geoid height was determined by GEOID09.
 KT1130
 KT1130;                    North         East    Units  Estimated Accuracy
 KT1130;SPC CA 2     -   684,050.    1,888,430.      MT  (+/- 180 meters Scaled)
 KT1130
 KT1130                          SUPERSEDED SURVEY CONTROL
 KT1130
 KT1130  NGVD 29 (??/??/92)  526.659  (m)         1727.88   (f) ADJ UNCH    1 2
 KT1130
 KT1130.Superseded values are not recommended for survey control.
 KT1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1130.See file dsdata.txt to determine how the superseded data were derived.
 KT1130
 KT1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ746520(NAD 83)
 KT1130
 KT1130_MARKER: R = RIVET
 KT1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1130_SP_SET: CULVERT
 KT1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1130
 KT1130  HISTORY     - Date     Condition        Report By
 KT1130  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1130  HISTORY     - 1965     GOOD             CGS
 KT1130
 KT1130                          STATION DESCRIPTION
 KT1130
 KT1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1130'9.3 MI S FROM WILLITS.
 KT1130'9.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1130'STATION AT WILLITS, 4 POLES NORTH OF MILEPOLE 130, AT SURVEY
 KT1130'STATION 6785+82, IN THE TOP OF THE EAST CONCRETE HEADWALL OF
 KT1130'CONCRETE ARCH CULVERT 130-A, 11.2 FEET EAST OF THE EAST RAIL OF
 KT1130'THE TRACK, 0.6 FOOT NORTH OF THE SOUTH END OF THE HEADWALL, AND
 KT1130'ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0865 ***********************************************************************
 KT0865  DESIGNATION -  RV 4 NWPRR
 KT0865  PID         -  KT0865
 KT0865  STATE/COUNTY-  CA/MENDOCINO
 KT0865  USGS QUAD   -  LONGVALE (1994)
 KT0865
 KT0865                         *CURRENT SURVEY CONTROL
 KT0865  ___________________________________________________________________
 KT0865* NAD 83(1986)-  39 32 18.     (N)    123 24 58.     (W)     SCALED    
 KT0865* NAVD 88     -       364.54   (+/-2cm)    1196.0    (feet)  VERTCON   
 KT0865  ___________________________________________________________________
 KT0865  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT0865  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0865
 KT0865.The horizontal coordinates were scaled from a topographic map and have
 KT0865.an estimated accuracy of +/- 6 seconds.
 KT0865.
 KT0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0865
 KT0865.The vertical order pertains to the NGVD 29 superseded value.
 KT0865
 KT0865.The geoid height was determined by GEOID09.
 KT0865
 KT0865;                    North         East    Units  Estimated Accuracy
 KT0865;SPC CA 2     -   708,720.    1,878,270.      MT  (+/- 180 meters Scaled)
 KT0865
 KT0865                          SUPERSEDED SURVEY CONTROL
 KT0865
 KT0865  NGVD 29 (??/??/92)  363.603  (m)         1192.92   (f) ADJ UNCH    1 2
 KT0865
 KT0865.Superseded values are not recommended for survey control.
 KT0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0865.See file dsdata.txt to determine how the superseded data were derived.
 KT0865
 KT0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ642766(NAD 83)
 KT0865
 KT0865_MARKER: R = RIVET
 KT0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0865_SP_SET: BRIDGE
 KT0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0865
 KT0865  HISTORY     - Date     Condition        Report By
 KT0865  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0865  HISTORY     - 1966     GOOD             CGS
 KT0865
 KT0865                          STATION DESCRIPTION
 KT0865
 KT0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0865'1.6 MI S FROM LONGVALE.
 KT0865'1.55 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0865'THE CROSSING OF DOS RIOS ROAD AT LONGVALE, 4 POLE NORTH OF HIGHWAY
 KT0865'OVERPASS, 2 RAIL NORTH OF POLE 150/36, IN THE TOP OF THE EAST
 KT0865'END OF THE NORTH ABUTMENT OF BRIDGE, 150.77, 7.6 FEET EAST OF
 KT0865'THE EAST RAIL, 1.6 FEET WEST OF THE EAST END OF THE ABUTMENT,
 KT0865'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1133 ***********************************************************************
 KT1133  DESIGNATION -  RV 40 NWPRR
 KT1133  PID         -  KT1133
 KT1133  STATE/COUNTY-  CA/MENDOCINO
 KT1133  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1133
 KT1133                         *CURRENT SURVEY CONTROL
 KT1133  ___________________________________________________________________
 KT1133* NAD 83(1986)-  39 17 54.     (N)    123 16 50.     (W)     SCALED    
 KT1133* NAVD 88     -       434.37   (+/-2cm)    1425.1    (feet)  VERTCON   
 KT1133  ___________________________________________________________________
 KT1133  GEOID HEIGHT-         -29.85  (meters)                     GEOID09
 KT1133  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1133
 KT1133.The horizontal coordinates were scaled from a topographic map and have
 KT1133.an estimated accuracy of +/- 6 seconds.
 KT1133.
 KT1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1133
 KT1133.The vertical order pertains to the NGVD 29 superseded value.
 KT1133
 KT1133.The geoid height was determined by GEOID09.
 KT1133
 KT1133;                    North         East    Units  Estimated Accuracy
 KT1133;SPC CA 2     -   681,900.    1,889,550.      MT  (+/- 180 meters Scaled)
 KT1133
 KT1133                          SUPERSEDED SURVEY CONTROL
 KT1133
 KT1133  NGVD 29 (??/??/92)  433.460  (m)         1422.11   (f) ADJ UNCH    1 2
 KT1133
 KT1133.Superseded values are not recommended for survey control.
 KT1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1133.See file dsdata.txt to determine how the superseded data were derived.
 KT1133
 KT1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ758499(NAD 83)
 KT1133
 KT1133_MARKER: R = RIVET
 KT1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1133_SP_SET: CULVERT
 KT1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1133
 KT1133  HISTORY     - Date     Condition        Report By
 KT1133  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1133  HISTORY     - 1965     GOOD             CGS
 KT1133  HISTORY     - 1971     GOOD
 KT1133
 KT1133                          STATION DESCRIPTION
 KT1133
 KT1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1133'11.4 MI S FROM WILLITS.
 KT1133'11.4 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1133'STATION AT WILLITS, 3-1/2 POLES NORTH OF MILEPOLE 128, AT SURVEY
 KT1133'STATION 6677+65, IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL
 KT1133'OF 30-INCH CONCRETE PIPE CULVERT 128-A, 21.6 FEET SOUTHWEST OF
 KT1133'THE SOUTHWEST RAIL OF THE TRACK, 0.6 FOOT NORTHWEST OF THE
 KT1133'SOUTHEAST END OF THE HEADWALL, AND ABOUT 11 FEET LOWER THAN THE
 KT1133'TRACK.
 KT1133
 KT1133                          STATION RECOVERY (1971)
 KT1133
 KT1133'RECOVERED 1971
 KT1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1134 ***********************************************************************
 KT1134  DESIGNATION -  RV 41 NWPRR
 KT1134  PID         -  KT1134
 KT1134  STATE/COUNTY-  CA/MENDOCINO
 KT1134  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1134
 KT1134                         *CURRENT SURVEY CONTROL
 KT1134  ___________________________________________________________________
 KT1134* NAD 83(1986)-  39 17 36.     (N)    123 16 10.     (W)     SCALED    
 KT1134* NAVD 88     -       403.21   (+/-2cm)    1322.9    (feet)  VERTCON   
 KT1134  ___________________________________________________________________
 KT1134  GEOID HEIGHT-         -29.86  (meters)                     GEOID09
 KT1134  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1134
 KT1134.The horizontal coordinates were scaled from a topographic map and have
 KT1134.an estimated accuracy of +/- 6 seconds.
 KT1134.
 KT1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1134
 KT1134.The vertical order pertains to the NGVD 29 superseded value.
 KT1134
 KT1134.The geoid height was determined by GEOID09.
 KT1134
 KT1134;                    North         East    Units  Estimated Accuracy
 KT1134;SPC CA 2     -   681,330.    1,890,500.      MT  (+/- 180 meters Scaled)
 KT1134
 KT1134                          SUPERSEDED SURVEY CONTROL
 KT1134
 KT1134  NGVD 29 (??/??/92)  402.300  (m)         1319.88   (f) ADJ UNCH    1 2
 KT1134
 KT1134.Superseded values are not recommended for survey control.
 KT1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1134.See file dsdata.txt to determine how the superseded data were derived.
 KT1134
 KT1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ767493(NAD 83)
 KT1134
 KT1134_MARKER: R = RIVET
 KT1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1134_SP_SET: CULVERT
 KT1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1134
 KT1134  HISTORY     - Date     Condition        Report By
 KT1134  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1134  HISTORY     - 1965     GOOD             CGS
 KT1134
 KT1134                          STATION DESCRIPTION
 KT1134
 KT1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1134'12.1 MI S FROM WILLITS.
 KT1134'12.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1134'STATION AT WILLITS, 16 POLES NORTH OF MILEPOLE 127, AT SURVEY
 KT1134'STATION 6641+11, IN THE TOP OF THE SOUTHWEST HEADWALL OF 36-INCH
 KT1134'CONCRETE PIPE CULVERT 127-F, 9.5 FEET SOUTHWEST OF THE SOUTHWEST
 KT1134'RAIL OF THE MAIN TRACK, 1.1 FEET NORTHWEST OF THE SOUTHEAST END
 KT1134'OF THE HEADWALL, AND ABOUT 6 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1137 ***********************************************************************
 KT1137  DESIGNATION -  RV 43 NWPRR
 KT1137  PID         -  KT1137
 KT1137  STATE/COUNTY-  CA/MENDOCINO
 KT1137  USGS QUAD   -  LAUGHLIN RANGE (1991)
 KT1137
 KT1137                         *CURRENT SURVEY CONTROL
 KT1137  ___________________________________________________________________
 KT1137* NAD 83(1986)-  39 16 49.     (N)    123 15 19.     (W)     SCALED    
 KT1137* NAVD 88     -       349.14   (+/-2cm)    1145.5    (feet)  VERTCON   
 KT1137  ___________________________________________________________________
 KT1137  GEOID HEIGHT-         -29.89  (meters)                     GEOID09
 KT1137  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1137
 KT1137.The horizontal coordinates were scaled from a topographic map and have
 KT1137.an estimated accuracy of +/- 6 seconds.
 KT1137.
 KT1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1137
 KT1137.The vertical order pertains to the NGVD 29 superseded value.
 KT1137
 KT1137.The geoid height was determined by GEOID09.
 KT1137
 KT1137;                    North         East    Units  Estimated Accuracy
 KT1137;SPC CA 2     -   679,870.    1,891,700.      MT  (+/- 180 meters Scaled)
 KT1137
 KT1137                          SUPERSEDED SURVEY CONTROL
 KT1137
 KT1137  NGVD 29 (??/??/92)  348.243  (m)         1142.53   (f) ADJ UNCH    1 2
 KT1137
 KT1137.Superseded values are not recommended for survey control.
 KT1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1137.See file dsdata.txt to determine how the superseded data were derived.
 KT1137
 KT1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ779479(NAD 83)
 KT1137
 KT1137_MARKER: R = RIVET
 KT1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1137_SP_SET: FOUNDATION
 KT1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1137
 KT1137  HISTORY     - Date     Condition        Report By
 KT1137  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1137  HISTORY     - 1970     GOOD             NGS
 KT1137
 KT1137                          STATION DESCRIPTION
 KT1137
 KT1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KT1137'13.2 MI S FROM WILLITS.
 KT1137'13.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1137'STATION AT WILLITS, 1.7 MILES SOUTH OF THE NORTH SWITCH AT HILPASS,
 KT1137'IN A CONCRETE FOUNDATION ON THE SOUTH END OF A CUT (FORMALLY
 KT1137'TUNNEL 10, NOW AN OPEN GRADE), 8 FEET WEST OF THE CENTER LINE OF
 KT1137'THE MAIN TRACK, A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1141 ***********************************************************************
 KT1141  DESIGNATION -  RV 46 NWPRR
 KT1141  PID         -  KT1141
 KT1141  STATE/COUNTY-  CA/MENDOCINO
 KT1141  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1141
 KT1141                         *CURRENT SURVEY CONTROL
 KT1141  ___________________________________________________________________
 KT1141* NAD 83(1986)-  39 17 15.     (N)    123 14 38.     (W)     SCALED    
 KT1141* NAVD 88     -       281.57   (+/-2cm)     923.8    (feet)  VERTCON   
 KT1141  ___________________________________________________________________
 KT1141  GEOID HEIGHT-         -29.86  (meters)                     GEOID09
 KT1141  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1141
 KT1141.The horizontal coordinates were scaled from a topographic map and have
 KT1141.an estimated accuracy of +/- 6 seconds.
 KT1141.
 KT1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1141
 KT1141.The vertical order pertains to the NGVD 29 superseded value.
 KT1141
 KT1141.The geoid height was determined by GEOID09.
 KT1141
 KT1141;                    North         East    Units  Estimated Accuracy
 KT1141;SPC CA 2     -   680,660.    1,892,700.      MT  (+/- 180 meters Scaled)
 KT1141
 KT1141                          SUPERSEDED SURVEY CONTROL
 KT1141
 KT1141  NGVD 29 (??/??/92)  280.678  (m)          920.86   (f) ADJ UNCH    1 2
 KT1141
 KT1141.Superseded values are not recommended for survey control.
 KT1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1141.See file dsdata.txt to determine how the superseded data were derived.
 KT1141
 KT1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ789487(NAD 83)
 KT1141
 KT1141_MARKER: R = RIVET
 KT1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1141_SP_SET: CULVERT
 KT1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1141
 KT1141  HISTORY     - Date     Condition        Report By
 KT1141  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1141  HISTORY     - 1965     GOOD             CGS
 KT1141
 KT1141                          STATION DESCRIPTION
 KT1141
 KT1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1141'10.6 MI N FROM UKIAH.
 KT1141'10.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1141'STATION AT UKIAH, 0.6 MILE NORTH OF THE LAUGHLIN SIDING, AT
 KT1141'SURVEY STATION 6494+00, IN THE TOP OF THE NORTHEAST CONCRETE
 KT1141'HEADWALL OF 24-INCH CONCRETE PIPE CULVERT 124-G, 16.7 FEET
 KT1141'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.6 FOOT NORTHWEST
 KT1141'OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 7 FEET LOWER
 KT1141'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1142 ***********************************************************************
 KT1142  DESIGNATION -  RV 47 NWPRR
 KT1142  PID         -  KT1142
 KT1142  STATE/COUNTY-  CA/MENDOCINO
 KT1142  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1142
 KT1142                         *CURRENT SURVEY CONTROL
 KT1142  ___________________________________________________________________
 KT1142* NAD 83(1986)-  39 17 02.     (N)    123 14 22.     (W)     SCALED    
 KT1142* NAVD 88     -       271.48   (+/-2cm)     890.7    (feet)  VERTCON   
 KT1142  ___________________________________________________________________
 KT1142  GEOID HEIGHT-         -29.87  (meters)                     GEOID09
 KT1142  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1142
 KT1142.The horizontal coordinates were scaled from a topographic map and have
 KT1142.an estimated accuracy of +/- 6 seconds.
 KT1142.
 KT1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1142
 KT1142.The vertical order pertains to the NGVD 29 superseded value.
 KT1142
 KT1142.The geoid height was determined by GEOID09.
 KT1142
 KT1142;                    North         East    Units  Estimated Accuracy
 KT1142;SPC CA 2     -   680,250.    1,893,070.      MT  (+/- 180 meters Scaled)
 KT1142
 KT1142                          SUPERSEDED SURVEY CONTROL
 KT1142
 KT1142  NGVD 29 (??/??/92)  270.582  (m)          887.73   (f) ADJ UNCH    1 2
 KT1142
 KT1142.Superseded values are not recommended for survey control.
 KT1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1142.See file dsdata.txt to determine how the superseded data were derived.
 KT1142
 KT1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ793483(NAD 83)
 KT1142
 KT1142_MARKER: R = RIVET
 KT1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1142_SP_SET: TRESTLE
 KT1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1142
 KT1142  HISTORY     - Date     Condition        Report By
 KT1142  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1142  HISTORY     - 1965     GOOD             CGS
 KT1142  HISTORY     - 1971     GOOD
 KT1142
 KT1142                          STATION DESCRIPTION
 KT1142
 KT1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1142'10.3 MI N FROM UKIAH.
 KT1142'10.3 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1142'STATION AT UKIAH, 0.3 MILE NORTH OF LAUGHLIN SIDING, 12-1/2 POLES
 KT1142'NORTH OF MILEPOLE 124, AT SURVEY STATION 6478+58, IN THE TOP OF
 KT1142'THE SOUTHEAST CONCRETE ABUTMENT OF WOODEN TRESTLE 124-E, 5.1 FEET
 KT1142'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.4 FOOT SOUTHEAST OF
 KT1142'THE NORTHWEST EDGE OF THE ABUTMENT, AND 1.3 FEET LOWER THAN THE
 KT1142'TRACK.
 KT1142
 KT1142                          STATION RECOVERY (1971)
 KT1142
 KT1142'RECOVERED 1971
 KT1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1145 ***********************************************************************
 KT1145  DESIGNATION -  RV 49 NWPRR
 KT1145  PID         -  KT1145
 KT1145  STATE/COUNTY-  CA/MENDOCINO
 KT1145  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1145
 KT1145                         *CURRENT SURVEY CONTROL
 KT1145  ___________________________________________________________________
 KT1145* NAD 83(1986)-  39 16 22.     (N)    123 13 05.     (W)     SCALED    
 KT1145* NAVD 88     -       234.48   (+/-2cm)     769.3    (feet)  VERTCON   
 KT1145  ___________________________________________________________________
 KT1145  GEOID HEIGHT-         -29.89  (meters)                     GEOID09
 KT1145  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1145
 KT1145.The horizontal coordinates were scaled from a topographic map and have
 KT1145.an estimated accuracy of +/- 6 seconds.
 KT1145.
 KT1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1145
 KT1145.The vertical order pertains to the NGVD 29 superseded value.
 KT1145
 KT1145.The geoid height was determined by GEOID09.
 KT1145
 KT1145;                    North         East    Units  Estimated Accuracy
 KT1145;SPC CA 2     -   678,990.    1,894,900.      MT  (+/- 180 meters Scaled)
 KT1145
 KT1145                          SUPERSEDED SURVEY CONTROL
 KT1145
 KT1145  NGVD 29 (??/??/92)  233.598  (m)          766.40   (f) ADJ UNCH    1 2
 KT1145
 KT1145.Superseded values are not recommended for survey control.
 KT1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1145.See file dsdata.txt to determine how the superseded data were derived.
 KT1145
 KT1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ811470(NAD 83)
 KT1145
 KT1145_MARKER: R = RIVET
 KT1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1145_SP_SET: CULVERT
 KT1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1145
 KT1145  HISTORY     - Date     Condition        Report By
 KT1145  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1145  HISTORY     - 1965     GOOD             CGS
 KT1145
 KT1145                          STATION DESCRIPTION
 KT1145
 KT1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1145'9 MI N FROM UKIAH.
 KT1145'9.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1145'THE STATION AT UKIAH, 1-1/2 POLES SOUTH OF MILEPOLE 123, AT
 KT1145'SURVEY STATION 6407+05, IN THE TOP OF THE SOUTHWEST CONCRETE
 KT1145'HEADWALL OF 22-INCH CONCRETE PIPE CULVERT 122-F, 13.2 FEET
 KT1145'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 0.6 FOOT NORTHWEST
 KT1145'OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 7 FEET LOWER
 KT1145'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1146 ***********************************************************************
 KT1146  DESIGNATION -  RV 50 NWPRR
 KT1146  PID         -  KT1146
 KT1146  STATE/COUNTY-  CA/MENDOCINO
 KT1146  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1146
 KT1146                         *CURRENT SURVEY CONTROL
 KT1146  ___________________________________________________________________
 KT1146* NAD 83(1986)-  39 16 09.     (N)    123 12 45.     (W)     SCALED    
 KT1146* NAVD 88     -       225.83   (+/-2cm)     740.9    (feet)  VERTCON   
 KT1146  ___________________________________________________________________
 KT1146  GEOID HEIGHT-         -29.89  (meters)                     GEOID09
 KT1146  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1146
 KT1146.The horizontal coordinates were scaled from a topographic map and have
 KT1146.an estimated accuracy of +/- 6 seconds.
 KT1146.
 KT1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1146
 KT1146.The vertical order pertains to the NGVD 29 superseded value.
 KT1146
 KT1146.The geoid height was determined by GEOID09.
 KT1146
 KT1146;                    North         East    Units  Estimated Accuracy
 KT1146;SPC CA 2     -   678,590.    1,895,380.      MT  (+/- 180 meters Scaled)
 KT1146
 KT1146                          SUPERSEDED SURVEY CONTROL
 KT1146
 KT1146  NGVD 29 (??/??/92)  224.955  (m)          738.04   (f) ADJ UNCH    1 2
 KT1146
 KT1146.Superseded values are not recommended for survey control.
 KT1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1146.See file dsdata.txt to determine how the superseded data were derived.
 KT1146
 KT1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ816466(NAD 83)
 KT1146
 KT1146_MARKER: R = RIVET
 KT1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1146_SP_SET: CULVERT
 KT1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1146
 KT1146  HISTORY     - Date     Condition        Report By
 KT1146  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1146  HISTORY     - 1965     GOOD             CGS
 KT1146
 KT1146                          STATION DESCRIPTION
 KT1146
 KT1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1146'8.6 MI N FROM UKIAH.
 KT1146'8.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1146'THE STATION AT UKIAH, 23-3/4 POLES NORTH OF MILEPOLE 122, AT
 KT1146'SURVEY STATION 6390+78, IN THE TOP OF THE SOUTHWEST CONCRETE
 KT1146'HEADWALL OF CONCRETE ARCH CULVERT 122-E, 11.6 FEET SOUTHWEST
 KT1146'OF THE SOUTHWEST RAIL OF THE TRACK.  0.7 FOOT NORTHWEST OF THE
 KT1146'SOUTHEAST END OF THE HEADWALL, AND ABOUT 3-1/2 FEET LOWER THAN
 KT1146'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1148 ***********************************************************************
 KT1148  DESIGNATION -  RV 51 NWPRR
 KT1148  PID         -  KT1148
 KT1148  STATE/COUNTY-  CA/MENDOCINO
 KT1148  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1148
 KT1148                         *CURRENT SURVEY CONTROL
 KT1148  ___________________________________________________________________
 KT1148* NAD 83(1986)-  39 15 39.     (N)    123 12 15.     (W)     SCALED    
 KT1148* NAVD 88     -       213.90   (+/-2cm)     701.8    (feet)  VERTCON   
 KT1148  ___________________________________________________________________
 KT1148  GEOID HEIGHT-         -29.90  (meters)                     GEOID09
 KT1148  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1148
 KT1148.The horizontal coordinates were scaled from a topographic map and have
 KT1148.an estimated accuracy of +/- 6 seconds.
 KT1148.
 KT1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1148
 KT1148.The vertical order pertains to the NGVD 29 superseded value.
 KT1148
 KT1148.The geoid height was determined by GEOID09.
 KT1148
 KT1148;                    North         East    Units  Estimated Accuracy
 KT1148;SPC CA 2     -   677,650.    1,896,080.      MT  (+/- 180 meters Scaled)
 KT1148
 KT1148                          SUPERSEDED SURVEY CONTROL
 KT1148
 KT1148  NGVD 29 (??/??/92)  213.025  (m)          698.90   (f) ADJ UNCH    1 2
 KT1148
 KT1148.Superseded values are not recommended for survey control.
 KT1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1148.See file dsdata.txt to determine how the superseded data were derived.
 KT1148
 KT1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ823457(NAD 83)
 KT1148
 KT1148_MARKER: R = RIVET
 KT1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1148_SP_SET: CULVERT
 KT1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1148
 KT1148  HISTORY     - Date     Condition        Report By
 KT1148  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1148  HISTORY     - 1965     GOOD             CGS
 KT1148
 KT1148                          STATION DESCRIPTION
 KT1148
 KT1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1148'7.8 MI N FROM UKIAH.
 KT1148'7.8 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1148'STATION AT UKIAH, AT REDWOOD VALLEY, 4-1/2 POLES SOUTH OF
 KT1148'MILEPOLE 122, IN THE TOP OF THE WEST CONCRETE HEADWALL OF
 KT1148'24-INCH CONCRETE PIPE CULVERT 121-D, 126 FEET SOUTH OF A
 KT1148'PRIVATE ROAD CROSSING, 9.8 FEET WEST OF THE WEST RAIL OF THE
 KT1148'MAIN TRACK, 0.8 FOOT NORTH OF THE SOUTH END OF THE HEADWALL,
 KT1148'AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1149 ***********************************************************************
 KT1149  DESIGNATION -  RV 52 NWPRR
 KT1149  PID         -  KT1149
 KT1149  STATE/COUNTY-  CA/MENDOCINO
 KT1149  USGS QUAD   -  REDWOOD VALLEY (1975)
 KT1149
 KT1149                         *CURRENT SURVEY CONTROL
 KT1149  ___________________________________________________________________
 KT1149* NAD 83(1986)-  39 15 13.     (N)    123 12 08.     (W)     SCALED    
 KT1149* NAVD 88     -       211.62   (+/-2cm)     694.3    (feet)  VERTCON   
 KT1149  ___________________________________________________________________
 KT1149  GEOID HEIGHT-         -29.92  (meters)                     GEOID09
 KT1149  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1149
 KT1149.The horizontal coordinates were scaled from a topographic map and have
 KT1149.an estimated accuracy of +/- 6 seconds.
 KT1149.
 KT1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1149
 KT1149.The vertical order pertains to the NGVD 29 superseded value.
 KT1149
 KT1149.The geoid height was determined by GEOID09.
 KT1149
 KT1149;                    North         East    Units  Estimated Accuracy
 KT1149;SPC CA 2     -   676,850.    1,896,240.      MT  (+/- 180 meters Scaled)
 KT1149
 KT1149                          SUPERSEDED SURVEY CONTROL
 KT1149
 KT1149  NGVD 29 (??/??/92)  210.756  (m)          691.46   (f) ADJ UNCH    1 2
 KT1149
 KT1149.Superseded values are not recommended for survey control.
 KT1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1149.See file dsdata.txt to determine how the superseded data were derived.
 KT1149
 KT1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ825449(NAD 83)
 KT1149
 KT1149_MARKER: R = RIVET
 KT1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1149_SP_SET: TRESTLE
 KT1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1149
 KT1149  HISTORY     - Date     Condition        Report By
 KT1149  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1149  HISTORY     - 1935     GOOD             CGS
 KT1149  HISTORY     - 1965     MARK NOT FOUND   CGS
 KT1149
 KT1149                          STATION DESCRIPTION
 KT1149
 KT1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KT1149'7.3 MI N FROM UKIAH.
 KT1149'7.3 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1149'THE STATION AT UKIAH, MENDOCINO COUNTY, 0.8 MILE SOUTH OF
 KT1149'THE STATION AT REDWOOD VALLEY, AT SURVEY STATION 6318+89, 8
 KT1149'FEET WEST OF THE MAIN TRACK, AND IN THE SOUTH BACKWALL OF
 KT1149'OPEN-DECK TRESTLE NO. 121-B.  A STANDARD MONLE-METAL RIVET.
 KT1149'NOTE-- TRESTLE HAS BEEN REBUILT AND SOUTH BACKWALL HAS EITHER
 KT1149'BEEN DESTROYED OR COVERED UP.
 KT1149
 KT1149                          STATION RECOVERY (1965)
 KT1149
 KT1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KT1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1156 ***********************************************************************
 KT1156  DESIGNATION -  RV 57 NWPRR
 KT1156  PID         -  KT1156
 KT1156  STATE/COUNTY-  CA/MENDOCINO
 KT1156  USGS QUAD   -  UKIAH (1975)
 KT1156
 KT1156                         *CURRENT SURVEY CONTROL
 KT1156  ___________________________________________________________________
 KT1156* NAD 83(1986)-  39 13 17.     (N)    123 12 12.     (W)     SCALED    
 KT1156* NAVD 88     -       200.41   (+/-2cm)     657.5    (feet)  VERTCON   
 KT1156  ___________________________________________________________________
 KT1156  GEOID HEIGHT-         -29.99  (meters)                     GEOID09
 KT1156  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1156
 KT1156.The horizontal coordinates were scaled from a topographic map and have
 KT1156.an estimated accuracy of +/- 6 seconds.
 KT1156.
 KT1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1156
 KT1156.The vertical order pertains to the NGVD 29 superseded value.
 KT1156
 KT1156.The geoid height was determined by GEOID09.
 KT1156
 KT1156;                    North         East    Units  Estimated Accuracy
 KT1156;SPC CA 2     -   673,270.    1,896,100.      MT  (+/- 180 meters Scaled)
 KT1156
 KT1156                          SUPERSEDED SURVEY CONTROL
 KT1156
 KT1156  NGVD 29 (??/??/92)  199.544  (m)          654.67   (f) ADJ UNCH    1 2
 KT1156
 KT1156.Superseded values are not recommended for survey control.
 KT1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1156.See file dsdata.txt to determine how the superseded data were derived.
 KT1156
 KT1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ824413(NAD 83)
 KT1156
 KT1156_MARKER: R = RIVET
 KT1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1156_SP_SET: TRESTLE
 KT1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1156
 KT1156  HISTORY     - Date     Condition        Report By
 KT1156  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1156  HISTORY     - 1965     GOOD             CGS
 KT1156
 KT1156                          STATION DESCRIPTION
 KT1156
 KT1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1156'5 MI N FROM UKIAH.
 KT1156'5.0 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1156'STATION AT UKIAH, 6 RAILS NORTH OF MILEPOLE 119, AT SURVEY
 KT1156'STATION 6200+16, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT OF
 KT1156'OPEN DECK TRESTLE 119-A, 5.0 FEET WEST OF THE WEST RAIL OF THE
 KT1156'TRACK, 0.6 FOOT SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND
 KT1156'1.6 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1157 ***********************************************************************
 KT1157  DESIGNATION -  RV 58 NWPRR
 KT1157  PID         -  KT1157
 KT1157  STATE/COUNTY-  CA/MENDOCINO
 KT1157  USGS QUAD   -  UKIAH (1975)
 KT1157
 KT1157                         *CURRENT SURVEY CONTROL
 KT1157  ___________________________________________________________________
 KT1157* NAD 83(1986)-  39 12 39.     (N)    123 12 08.     (W)     SCALED    
 KT1157* NAVD 88     -       196.13   (+/-2cm)     643.5    (feet)  VERTCON   
 KT1157  ___________________________________________________________________
 KT1157  GEOID HEIGHT-         -30.00  (meters)                     GEOID09
 KT1157  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1157
 KT1157.The horizontal coordinates were scaled from a topographic map and have
 KT1157.an estimated accuracy of +/- 6 seconds.
 KT1157.
 KT1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1157
 KT1157.The vertical order pertains to the NGVD 29 superseded value.
 KT1157
 KT1157.The geoid height was determined by GEOID09.
 KT1157
 KT1157;                    North         East    Units  Estimated Accuracy
 KT1157;SPC CA 2     -   672,100.    1,896,180.      MT  (+/- 180 meters Scaled)
 KT1157
 KT1157                          SUPERSEDED SURVEY CONTROL
 KT1157
 KT1157  NGVD 29 (??/??/92)  195.257  (m)          640.61   (f) ADJ UNCH    1 2
 KT1157
 KT1157.Superseded values are not recommended for survey control.
 KT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1157.See file dsdata.txt to determine how the superseded data were derived.
 KT1157
 KT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ825401(NAD 83)
 KT1157
 KT1157_MARKER: R = RIVET
 KT1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1157_SP_SET: TRESTLE
 KT1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1157
 KT1157  HISTORY     - Date     Condition        Report By
 KT1157  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1157  HISTORY     - 1965     GOOD             CGS
 KT1157
 KT1157                          STATION DESCRIPTION
 KT1157
 KT1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1157'4.2 MI N FROM UKIAH.
 KT1157'4.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1157'STATION AT UKIAH, AT SURVEY STATION 6156+84, IN THE TOP OF THE
 KT1157'FORMER SOUTH CONCRETE ABUTMENT OF OPEN DECK TRESTLE 118-B,
 KT1157'WHICH HAS BEEN REMOVED AND FILLED IN, 72.2 FEET SOUTH OF THE
 KT1157'7TH POLE NORTH OF MILEPOLE 118, 5.3 FEET WEST OF THE WEST RAIL OF
 KT1157'THE TRACK, 0.4 FOOT SOUTH OF THE NORTH EDGE OF THE ABUTMENT,
 KT1157'AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1160 ***********************************************************************
 KT1160  DESIGNATION -  RV 59 NWPRR
 KT1160  PID         -  KT1160
 KT1160  STATE/COUNTY-  CA/MENDOCINO
 KT1160  USGS QUAD   -  UKIAH (1975)
 KT1160
 KT1160                         *CURRENT SURVEY CONTROL
 KT1160  ___________________________________________________________________
 KT1160* NAD 83(1986)-  39 11 20.     (N)    123 12 14.     (W)     SCALED    
 KT1160* NAVD 88     -       189.91   (+/-2cm)     623.1    (feet)  VERTCON   
 KT1160  ___________________________________________________________________
 KT1160  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1160  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1160
 KT1160.The horizontal coordinates were scaled from a topographic map and have
 KT1160.an estimated accuracy of +/- 6 seconds.
 KT1160.
 KT1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1160
 KT1160.The vertical order pertains to the NGVD 29 superseded value.
 KT1160
 KT1160.The geoid height was determined by GEOID09.
 KT1160
 KT1160;                    North         East    Units  Estimated Accuracy
 KT1160;SPC CA 2     -   669,660.    1,896,000.      MT  (+/- 180 meters Scaled)
 KT1160
 KT1160                          SUPERSEDED SURVEY CONTROL
 KT1160
 KT1160  NGVD 29 (??/??/92)  189.041  (m)          620.21   (f) ADJ UNCH    1 2
 KT1160
 KT1160.Superseded values are not recommended for survey control.
 KT1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1160.See file dsdata.txt to determine how the superseded data were derived.
 KT1160
 KT1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ823377(NAD 83)
 KT1160
 KT1160_MARKER: R = RIVET
 KT1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1160_SP_SET: TRESTLE
 KT1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1160
 KT1160  HISTORY     - Date     Condition        Report By
 KT1160  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1160  HISTORY     - 1965     GOOD             CGS
 KT1160
 KT1160                          STATION DESCRIPTION
 KT1160
 KT1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1160'2.7 MI N FROM UKIAH.
 KT1160'2.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1160'THE STATION AT UKIAH, 22-3/4 POLES NORTH OF MILEPOLE 116, AT
 KT1160'SURVEY STATION 6076+67, IN THE TOP OF THE FORMER SOUTH CONCRETE
 KT1160'ABUTMENT OF OPEN-DECK TRESTLE 116-F, WHICH HAS BEEN REMOVED
 KT1160'AND REPLACED WITH A WOODEN BOX CULVERT, 9.2 FEET SOUTHEAST OF
 KT1160'THE CENTER OF THE WEST END OF A DOUBLE 3X4-FOOT WOODEN BOX
 KT1160'CULVERT, 5.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.8 FEET
 KT1160'LOWER THAN THE TRACK, AND 0.8 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1161 ***********************************************************************
 KT1161  DESIGNATION -  RV 60 NWPRR
 KT1161  PID         -  KT1161
 KT1161  STATE/COUNTY-  CA/MENDOCINO
 KT1161  USGS QUAD   -  UKIAH (1975)
 KT1161
 KT1161                         *CURRENT SURVEY CONTROL
 KT1161  ___________________________________________________________________
 KT1161* NAD 83(1986)-  39 11 06.     (N)    123 12 14.     (W)     SCALED    
 KT1161* NAVD 88     -       190.25   (+/-2cm)     624.2    (feet)  VERTCON   
 KT1161  ___________________________________________________________________
 KT1161  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1161  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1161
 KT1161.The horizontal coordinates were scaled from a topographic map and have
 KT1161.an estimated accuracy of +/- 6 seconds.
 KT1161.
 KT1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1161
 KT1161.The vertical order pertains to the NGVD 29 superseded value.
 KT1161
 KT1161.The geoid height was determined by GEOID09.
 KT1161
 KT1161;                    North         East    Units  Estimated Accuracy
 KT1161;SPC CA 2     -   669,230.    1,896,000.      MT  (+/- 180 meters Scaled)
 KT1161
 KT1161                          SUPERSEDED SURVEY CONTROL
 KT1161
 KT1161  NGVD 29 (??/??/92)  189.381  (m)          621.33   (f) ADJ UNCH    1 2
 KT1161
 KT1161.Superseded values are not recommended for survey control.
 KT1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1161.See file dsdata.txt to determine how the superseded data were derived.
 KT1161
 KT1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ823373(NAD 83)
 KT1161
 KT1161_MARKER: R = RIVET
 KT1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1161_SP_SET: ABUTMENT
 KT1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1161
 KT1161  HISTORY     - Date     Condition        Report By
 KT1161  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1161  HISTORY     - 1965     GOOD             CGS
 KT1161
 KT1161                          STATION DESCRIPTION
 KT1161
 KT1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1161'2.4 MI N FROM UKIAH.
 KT1161'2.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1161'THE STATION AT UKIAH, 13-1/2 POLES NORTH OF MILEPOLE 116, AT
 KT1161'SURVEY STATION 6062+45, IN THE TOP OF THE SOUTH CONCRETE
 KT1161'ABUTMENT OF STEEL TRESTLE 116-D, 5.6 FEET WEST OF THE WEST
 KT1161'RAIL OF THE TRACK, 0.5 FOOT SOUTH OF THE NORTH EDGE OF THE
 KT1161'ABUTMENT, AND 26 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1162 ***********************************************************************
 KT1162  DESIGNATION -  RV 61 NWPRR
 KT1162  PID         -  KT1162
 KT1162  STATE/COUNTY-  CA/MENDOCINO
 KT1162  USGS QUAD   -  UKIAH (1975)
 KT1162
 KT1162                         *CURRENT SURVEY CONTROL
 KT1162  ___________________________________________________________________
 KT1162* NAD 83(1986)-  39 10 43.     (N)    123 12 16.     (W)     SCALED    
 KT1162* NAVD 88     -       189.59   (+/-2cm)     622.0    (feet)  VERTCON   
 KT1162  ___________________________________________________________________
 KT1162  GEOID HEIGHT-         -30.05  (meters)                     GEOID09
 KT1162  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1162
 KT1162.The horizontal coordinates were scaled from a topographic map and have
 KT1162.an estimated accuracy of +/- 6 seconds.
 KT1162.
 KT1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1162
 KT1162.The vertical order pertains to the NGVD 29 superseded value.
 KT1162
 KT1162.The geoid height was determined by GEOID09.
 KT1162
 KT1162;                    North         East    Units  Estimated Accuracy
 KT1162;SPC CA 2     -   668,520.    1,895,940.      MT  (+/- 180 meters Scaled)
 KT1162
 KT1162                          SUPERSEDED SURVEY CONTROL
 KT1162
 KT1162  NGVD 29 (??/??/92)  188.714  (m)          619.14   (f) ADJ UNCH    1 2
 KT1162
 KT1162.Superseded values are not recommended for survey control.
 KT1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1162.See file dsdata.txt to determine how the superseded data were derived.
 KT1162
 KT1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ823366(NAD 83)
 KT1162
 KT1162_MARKER: R = RIVET
 KT1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1162_SP_SET: TRESTLE
 KT1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1162
 KT1162  HISTORY     - Date     Condition        Report By
 KT1162  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1162  HISTORY     - 1965     GOOD             CGS
 KT1162
 KT1162                          STATION DESCRIPTION
 KT1162
 KT1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1162'2 MI N FROM UKIAH.
 KT1162'2.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1162'THE STATION AT UKIAH, 1-1/4 POLES SOUTH OF MILEPOLE 116, AT
 KT1162'SURVEY STATION 6037+02, IN THE TOP OF THE SOUTH CONCRETE
 KT1162'ABUTMENT OF WOODEN TRESTLE 115-E, 37 FEET NORTH OF THE
 KT1162'CENTERLINE OF A PAVED ROAD, 3.9 FEET WEST OF THE WEST RAIL OF
 KT1162'THE TRACK, 0.7 FOOT SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND
 KT1162'ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1163 ***********************************************************************
 KT1163  DESIGNATION -  RV 62 NWPRR
 KT1163  PID         -  KT1163
 KT1163  STATE/COUNTY-  CA/MENDOCINO
 KT1163  USGS QUAD   -  UKIAH (1975)
 KT1163
 KT1163                         *CURRENT SURVEY CONTROL
 KT1163  ___________________________________________________________________
 KT1163* NAD 83(1986)-  39 10 22.     (N)    123 12 18.     (W)     SCALED    
 KT1163* NAVD 88     -       187.22   (+/-2cm)     614.2    (feet)  VERTCON   
 KT1163  ___________________________________________________________________
 KT1163  GEOID HEIGHT-         -30.06  (meters)                     GEOID09
 KT1163  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1163
 KT1163.The horizontal coordinates were scaled from a topographic map and have
 KT1163.an estimated accuracy of +/- 6 seconds.
 KT1163.
 KT1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1163
 KT1163.The vertical order pertains to the NGVD 29 superseded value.
 KT1163
 KT1163.The geoid height was determined by GEOID09.
 KT1163
 KT1163;                    North         East    Units  Estimated Accuracy
 KT1163;SPC CA 2     -   667,880.    1,895,880.      MT  (+/- 180 meters Scaled)
 KT1163
 KT1163                          SUPERSEDED SURVEY CONTROL
 KT1163
 KT1163  NGVD 29 (??/??/92)  186.348  (m)          611.38   (f) ADJ UNCH    1 2
 KT1163
 KT1163.Superseded values are not recommended for survey control.
 KT1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1163.See file dsdata.txt to determine how the superseded data were derived.
 KT1163
 KT1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ822359(NAD 83)
 KT1163
 KT1163_MARKER: S = SPIKE
 KT1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1163_SP_SET: TRESTLE
 KT1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1163
 KT1163  HISTORY     - Date     Condition        Report By
 KT1163  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1163  HISTORY     - 1965     GOOD             CGS
 KT1163
 KT1163                          STATION DESCRIPTION
 KT1163
 KT1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1163'1.6 MI N FROM UKIAH.
 KT1163'1.6 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1163'STATION AT UKIAH, 19-1/4 POLES NORTH OF MILEPOLE 115, AT
 KT1163'SURVEY STATION 6017+31, IN THE TOP OF THE FORMER SOUTH CONCRETE
 KT1163'ABUTMENT OF OPEN DECK TRESTLE 115-C, WHICH HAS BEEN REMOVED
 KT1163'AND REPLACED WITH A CORRUGATED METAL PIPE CULVERT, 12.7 FEET
 KT1163'EAST OF THE WEST END OF A 24-INCH CORRUGATED METAL PIPE
 KT1163'CULVERT, 5.2 FEET WEST OF THE WEST RAIL OF THE TRACK, ABOUT 2
 KT1163'FEET LOWER THAN THE TRACK, AND 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1164 ***********************************************************************
 KT1164  DESIGNATION -  RV 63 NWPRR
 KT1164  PID         -  KT1164
 KT1164  STATE/COUNTY-  CA/MENDOCINO
 KT1164  USGS QUAD   -  UKIAH (1975)
 KT1164
 KT1164                         *CURRENT SURVEY CONTROL
 KT1164  ___________________________________________________________________
 KT1164* NAD 83(1986)-  39 10 05.     (N)    123 12 19.     (W)     SCALED    
 KT1164* NAVD 88     -       186.13   (+/-2cm)     610.7    (feet)  VERTCON   
 KT1164  ___________________________________________________________________
 KT1164  GEOID HEIGHT-         -30.07  (meters)                     GEOID09
 KT1164  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1164
 KT1164.The horizontal coordinates were scaled from a topographic map and have
 KT1164.an estimated accuracy of +/- 6 seconds.
 KT1164.
 KT1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1164
 KT1164.The vertical order pertains to the NGVD 29 superseded value.
 KT1164
 KT1164.The geoid height was determined by GEOID09.
 KT1164
 KT1164;                    North         East    Units  Estimated Accuracy
 KT1164;SPC CA 2     -   667,350.    1,895,850.      MT  (+/- 180 meters Scaled)
 KT1164
 KT1164                          SUPERSEDED SURVEY CONTROL
 KT1164
 KT1164  NGVD 29 (??/??/92)  185.253  (m)          607.78   (f) ADJ UNCH    1 2
 KT1164
 KT1164.Superseded values are not recommended for survey control.
 KT1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1164.See file dsdata.txt to determine how the superseded data were derived.
 KT1164
 KT1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ822354(NAD 83)
 KT1164
 KT1164_MARKER: S = SPIKE
 KT1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1164_SP_SET: TRESTLE
 KT1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1164
 KT1164  HISTORY     - Date     Condition        Report By
 KT1164  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1164  HISTORY     - 1965     GOOD             CGS
 KT1164
 KT1164                          STATION DESCRIPTION
 KT1164
 KT1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1164'1.2 MI N FROM UKIAH.
 KT1164'1.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1164'STATION AT UKIAH, BENEATH U.S. HIGHWAY 101 OVERCROSSING 10-195,
 KT1164'AT A COUNTY ROAD CROSSING, AT SURVEY STATION 5998+59, IN THE
 KT1164'TOP OF THE SOUTH CONCRETE ABUTMENT OF WOODEN TRESTLE 115-B,
 KT1164'18.2 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 5.3
 KT1164'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 0.3 FOOT
 KT1164'SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND 1.7 FEET LOWER
 KT1164'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1201 ***********************************************************************
 KT1201  DESIGNATION -  RV 70 NWPRR
 KT1201  PID         -  KT1201
 KT1201  STATE/COUNTY-  CA/MENDOCINO
 KT1201  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1201
 KT1201                         *CURRENT SURVEY CONTROL
 KT1201  ___________________________________________________________________
 KT1201* NAD 83(1986)-  39 07 29.     (N)    123 11 56.     (W)     SCALED    
 KT1201* NAVD 88     -       181.37   (+/-2cm)     595.0    (feet)  VERTCON   
 KT1201  ___________________________________________________________________
 KT1201  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 KT1201  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1201
 KT1201.The horizontal coordinates were scaled from a topographic map and have
 KT1201.an estimated accuracy of +/- 6 seconds.
 KT1201.
 KT1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1201
 KT1201.The vertical order pertains to the NGVD 29 superseded value.
 KT1201
 KT1201.The geoid height was determined by GEOID09.
 KT1201
 KT1201;                    North         East    Units  Estimated Accuracy
 KT1201;SPC CA 2     -   662,540.    1,896,340.      MT  (+/- 180 meters Scaled)
 KT1201
 KT1201                          SUPERSEDED SURVEY CONTROL
 KT1201
 KT1201  NGVD 29 (??/??/92)  180.500  (m)          592.19   (f) ADJ UNCH    1 2
 KT1201
 KT1201.Superseded values are not recommended for survey control.
 KT1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1201.See file dsdata.txt to determine how the superseded data were derived.
 KT1201
 KT1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ828306(NAD 83)
 KT1201
 KT1201_MARKER: R = RIVET
 KT1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1201_SP_SET: TRESTLE
 KT1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1201
 KT1201  HISTORY     - Date     Condition        Report By
 KT1201  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1201  HISTORY     - 1964     GOOD             CGS
 KT1201
 KT1201                          STATION DESCRIPTION
 KT1201
 KT1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1201'1.7 MI S FROM UKIAH.
 KT1201'1.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK FROM
 KT1201'THE STATION AT UKIAH, 1/2 POLE NORTH OF MILEPOLE 112, AT SURVEY
 KT1201'STATION 5840+90, IN THE TOP OF THE FORMER SOUTHEAST CONCRETE
 KT1201'ABUTMENT OF WOODEN TRESTLE 112-B, WHICH HAS BEEN REMOVED AND
 KT1201'REPLACED WITH A CORRUGATED METAL PIPE CULVERT, 24 FEET SOUTHEAST
 KT1201'OF THE WEST END OF THE 48-INCH CORRUGATED METAL PIPE CULVERT,
 KT1201'5.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 KT1201'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1203 ***********************************************************************
 KT1203  DESIGNATION -  RV 72 NWPRR
 KT1203  PID         -  KT1203
 KT1203  STATE/COUNTY-  CA/MENDOCINO
 KT1203  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1203
 KT1203                         *CURRENT SURVEY CONTROL
 KT1203  ___________________________________________________________________
 KT1203* NAD 83(1986)-  39 07 04.     (N)    123 11 42.     (W)     SCALED    
 KT1203* NAVD 88     -       178.40   (+/-2cm)     585.3    (feet)  VERTCON   
 KT1203  ___________________________________________________________________
 KT1203  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 KT1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1203
 KT1203.The horizontal coordinates were scaled from a topographic map and have
 KT1203.an estimated accuracy of +/- 6 seconds.
 KT1203.
 KT1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1203
 KT1203.The vertical order pertains to the NGVD 29 superseded value.
 KT1203
 KT1203.The geoid height was determined by GEOID09.
 KT1203
 KT1203;                    North         East    Units  Estimated Accuracy
 KT1203;SPC CA 2     -   661,760.    1,896,670.      MT  (+/- 180 meters Scaled)
 KT1203
 KT1203                          SUPERSEDED SURVEY CONTROL
 KT1203
 KT1203  NGVD 29 (??/??/92)  177.523  (m)          582.42   (f) ADJ UNCH    1 2
 KT1203
 KT1203.Superseded values are not recommended for survey control.
 KT1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1203.See file dsdata.txt to determine how the superseded data were derived.
 KT1203
 KT1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ831298(NAD 83)
 KT1203
 KT1203_MARKER: R = RIVET
 KT1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1203_SP_SET: TRESTLE
 KT1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1203
 KT1203  HISTORY     - Date     Condition        Report By
 KT1203  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1203  HISTORY     - 1964     GOOD             CGS
 KT1203
 KT1203                          STATION DESCRIPTION
 KT1203
 KT1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1203'2.3 MI S FROM UKIAH.
 KT1203'2.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1203'FROM THE STATION AT UKIAH, AT A FREEWAY OVERCROSSING, AT SURVEY
 KT1203'STATION 5812+66, AT OPEN DECK TRESTLE 111-F, IN THE TOP OF THE
 KT1203'SOUTHEAST CONCRETE ABUTMENT, 43 FEET SOUTHEAST OF THE EAST END
 KT1203'OF A DOUBLE 4X5-FOOT CONCRETE BOX CULVERT UNDER THE FREEWAY,
 KT1203'5.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 KT1203'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1205 ***********************************************************************
 KT1205  DESIGNATION -  RV 74 NWPRR
 KT1205  PID         -  KT1205
 KT1205  STATE/COUNTY-  CA/MENDOCINO
 KT1205  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1205
 KT1205                         *CURRENT SURVEY CONTROL
 KT1205  ___________________________________________________________________
 KT1205* NAD 83(1986)-  39 06 29.     (N)    123 11 25.     (W)     SCALED    
 KT1205* NAVD 88     -       174.60   (+/-2cm)     572.8    (feet)  VERTCON   
 KT1205  ___________________________________________________________________
 KT1205  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 KT1205  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1205
 KT1205.The horizontal coordinates were scaled from a topographic map and have
 KT1205.an estimated accuracy of +/- 6 seconds.
 KT1205.
 KT1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1205
 KT1205.The vertical order pertains to the NGVD 29 superseded value.
 KT1205
 KT1205.The geoid height was determined by GEOID09.
 KT1205
 KT1205;                    North         East    Units  Estimated Accuracy
 KT1205;SPC CA 2     -   660,680.    1,897,060.      MT  (+/- 180 meters Scaled)
 KT1205
 KT1205                          SUPERSEDED SURVEY CONTROL
 KT1205
 KT1205  NGVD 29 (??/??/92)  173.726  (m)          569.97   (f) ADJ UNCH    1 2
 KT1205
 KT1205.Superseded values are not recommended for survey control.
 KT1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1205.See file dsdata.txt to determine how the superseded data were derived.
 KT1205
 KT1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ835287(NAD 83)
 KT1205
 KT1205_MARKER: S = SPIKE
 KT1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1205_SP_SET: CULVERT
 KT1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1205
 KT1205  HISTORY     - Date     Condition        Report By
 KT1205  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1205  HISTORY     - 1964     GOOD             CGS
 KT1205
 KT1205                          STATION DESCRIPTION
 KT1205
 KT1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1205'3 MI S FROM UKIAH.
 KT1205'3.0 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1205'FROM THE STATION AT UKIAH, 18-1/2 POLES NORTHWEST OF MILEPOLE 110,
 KT1205'AT SURVEY STATION 5775+55, AT CULVERT 110-I, IN THE TOP AND
 KT1205'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL, 8.4 FEET
 KT1205'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 7.0 FEET
 KT1205'SOUTHWEST OF THE SOUTHWEST RAIL OF A SPUR TRACK, 1.0 FOOT EAST
 KT1205'OF THE WEST CORNER OF THE HEADWALL, AND ABOUT 1-1/2 FEET LOWER
 KT1205'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1210 ***********************************************************************
 KT1210  DESIGNATION -  RV 78 NWPRR
 KT1210  PID         -  KT1210
 KT1210  STATE/COUNTY-  CA/MENDOCINO
 KT1210  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1210
 KT1210                         *CURRENT SURVEY CONTROL
 KT1210  ___________________________________________________________________
 KT1210* NAD 83(1986)-  39 04 54.     (N)    123 10 22.     (W)     SCALED    
 KT1210* NAVD 88     -       171.51   (+/-2cm)     562.7    (feet)  VERTCON   
 KT1210  ___________________________________________________________________
 KT1210  GEOID HEIGHT-         -30.12  (meters)                     GEOID09
 KT1210  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1210
 KT1210.The horizontal coordinates were scaled from a topographic map and have
 KT1210.an estimated accuracy of +/- 6 seconds.
 KT1210.
 KT1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1210
 KT1210.The vertical order pertains to the NGVD 29 superseded value.
 KT1210
 KT1210.The geoid height was determined by GEOID09.
 KT1210
 KT1210;                    North         East    Units  Estimated Accuracy
 KT1210;SPC CA 2     -   657,730.    1,898,540.      MT  (+/- 180 meters Scaled)
 KT1210
 KT1210                          SUPERSEDED SURVEY CONTROL
 KT1210
 KT1210  NGVD 29 (??/??/92)  170.637  (m)          559.83   (f) ADJ UNCH    1 2
 KT1210
 KT1210.Superseded values are not recommended for survey control.
 KT1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1210.See file dsdata.txt to determine how the superseded data were derived.
 KT1210
 KT1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ850258(NAD 83)
 KT1210
 KT1210_MARKER: R = RIVET
 KT1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1210_SP_SET: CULVERT
 KT1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1210
 KT1210  HISTORY     - Date     Condition        Report By
 KT1210  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1210  HISTORY     - 1964     GOOD             CGS
 KT1210
 KT1210                          STATION DESCRIPTION
 KT1210
 KT1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1210'5.1 MI S FROM UKIAH.
 KT1210'5.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK FROM
 KT1210'THE STATION AT UKIAH, 17 POLES NORTHWEST OF MILEPOLE 108, AT
 KT1210'SURVEY STATION 5660+70, AT CULVERT 108-E, IN THE TOP AND SOUTHEAST
 KT1210'END OF THE SOUTHWEST CONCRETE HEADWALL, 13.7 FEET SOUTHWEST OF
 KT1210'THE SOUTHWEST RAIL OF THE TRACK, 1.1 FEET NORTH OF THE SOUTH
 KT1210'CORNER OF THE HEADWALL, AND ABOUT 5-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0859 ***********************************************************************
 KT0859  DESIGNATION -  RV 8 NWPRR
 KT0859  PID         -  KT0859
 KT0859  STATE/COUNTY-  CA/MENDOCINO
 KT0859  USGS QUAD   -  LONGVALE (1994)
 KT0859
 KT0859                         *CURRENT SURVEY CONTROL
 KT0859  ___________________________________________________________________
 KT0859* NAD 83(1986)-  39 31 14.     (N)    123 23 35.     (W)     SCALED    
 KT0859* NAVD 88     -       374.71   (+/-2cm)    1229.4    (feet)  VERTCON   
 KT0859  ___________________________________________________________________
 KT0859  GEOID HEIGHT-         -29.55  (meters)                     GEOID09
 KT0859  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0859
 KT0859.The horizontal coordinates were scaled from a topographic map and have
 KT0859.an estimated accuracy of +/- 6 seconds.
 KT0859.
 KT0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0859
 KT0859.The vertical order pertains to the NGVD 29 superseded value.
 KT0859
 KT0859.The geoid height was determined by GEOID09.
 KT0859
 KT0859;                    North         East    Units  Estimated Accuracy
 KT0859;SPC CA 2     -   706,710.    1,880,230.      MT  (+/- 180 meters Scaled)
 KT0859
 KT0859                          SUPERSEDED SURVEY CONTROL
 KT0859
 KT0859  NGVD 29 (??/??/92)  373.778  (m)         1226.30   (f) ADJ UNCH    1 2
 KT0859
 KT0859.Superseded values are not recommended for survey control.
 KT0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0859.See file dsdata.txt to determine how the superseded data were derived.
 KT0859
 KT0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ662746(NAD 83)
 KT0859
 KT0859_MARKER: R = RIVET
 KT0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0859_SP_SET: BRIDGE
 KT0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0859
 KT0859  HISTORY     - Date     Condition        Report By
 KT0859  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0859  HISTORY     - 1966     GOOD             CGS
 KT0859
 KT0859                          STATION DESCRIPTION
 KT0859
 KT0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0859'3.6 MI S FROM LONGVALE.
 KT0859'3.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT0859'CROSSING OF DOS RIOS ROAD AT LONGVALE, OPPOSITE POLE 148/30, IN
 KT0859'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE, 7.0
 KT0859'FEET WEST OF THE WEST RAIL, 1.2 FEET EAST OF THE WEST END OF THE
 KT0859'ABUTMENT, ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1212 ***********************************************************************
 KT1212  DESIGNATION -  RV 80 NWPRR
 KT1212  PID         -  KT1212
 KT1212  STATE/COUNTY-  CA/MENDOCINO
 KT1212  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1212
 KT1212                         *CURRENT SURVEY CONTROL
 KT1212  ___________________________________________________________________
 KT1212* NAD 83(1986)-  39 04 08.     (N)    123 09 31.     (W)     SCALED    
 KT1212* NAVD 88     -       176.48   (+/-2cm)     579.0    (feet)  VERTCON   
 KT1212  ___________________________________________________________________
 KT1212  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 KT1212  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1212
 KT1212.The horizontal coordinates were scaled from a topographic map and have
 KT1212.an estimated accuracy of +/- 6 seconds.
 KT1212.
 KT1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1212
 KT1212.The vertical order pertains to the NGVD 29 superseded value.
 KT1212
 KT1212.The geoid height was determined by GEOID09.
 KT1212
 KT1212;                    North         East    Units  Estimated Accuracy
 KT1212;SPC CA 2     -   656,290.    1,899,740.      MT  (+/- 180 meters Scaled)
 KT1212
 KT1212                          SUPERSEDED SURVEY CONTROL
 KT1212
 KT1212  NGVD 29 (??/??/92)  175.608  (m)          576.14   (f) ADJ UNCH    1 2
 KT1212
 KT1212.Superseded values are not recommended for survey control.
 KT1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1212.See file dsdata.txt to determine how the superseded data were derived.
 KT1212
 KT1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ862244(NAD 83)
 KT1212
 KT1212_MARKER: R = RIVET
 KT1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1212_SP_SET: TRESTLE
 KT1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1212
 KT1212  HISTORY     - Date     Condition        Report By
 KT1212  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1212  HISTORY     - 1964     GOOD             CGS
 KT1212
 KT1212                          STATION DESCRIPTION
 KT1212
 KT1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1212'6.3 MI S FROM UKIAH.
 KT1212'6.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1212'FROM THE STATION AT UKIAH, 15-1/4 POLES NORTHWEST OF MILEPOLE 107,
 KT1212'AT SURVEY STATION 5603+05, AT TRESTLE 107-G, IN THE TOP OF THE
 KT1212'SOUTHEAST CONCRETE ABUTMENT, 6.2 FEET SOUTHWEST OF THE SOUTHWEST
 KT1212'RAIL OF THE TRACK, 0.4 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 KT1212'ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0857 ***********************************************************************
 KT0857  DESIGNATION -  RV 9 NWPRR
 KT0857  PID         -  KT0857
 KT0857  STATE/COUNTY-  CA/MENDOCINO
 KT0857  USGS QUAD   -  LONGVALE (1994)
 KT0857
 KT0857                         *CURRENT SURVEY CONTROL
 KT0857  ___________________________________________________________________
 KT0857* NAD 83(1986)-  39 30 48.     (N)    123 23 21.     (W)     SCALED    
 KT0857* NAVD 88     -       379.98   (+/-2cm)    1246.7    (feet)  VERTCON   
 KT0857  ___________________________________________________________________
 KT0857  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0857  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0857
 KT0857.The horizontal coordinates were scaled from a topographic map and have
 KT0857.an estimated accuracy of +/- 6 seconds.
 KT0857.
 KT0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0857
 KT0857.The vertical order pertains to the NGVD 29 superseded value.
 KT0857
 KT0857.The geoid height was determined by GEOID09.
 KT0857
 KT0857;                    North         East    Units  Estimated Accuracy
 KT0857;SPC CA 2     -   705,910.    1,880,550.      MT  (+/- 180 meters Scaled)
 KT0857
 KT0857                          SUPERSEDED SURVEY CONTROL
 KT0857
 KT0857  NGVD 29 (??/??/92)  379.049  (m)         1243.60   (f) ADJ UNCH    1 2
 KT0857
 KT0857.Superseded values are not recommended for survey control.
 KT0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0857.See file dsdata.txt to determine how the superseded data were derived.
 KT0857
 KT0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ665738(NAD 83)
 KT0857
 KT0857_MARKER: R = RIVET
 KT0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0857_SP_SET: BRIDGE
 KT0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0857
 KT0857  HISTORY     - Date     Condition        Report By
 KT0857  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0857  HISTORY     - 1966     GOOD             CGS
 KT0857
 KT0857                          STATION DESCRIPTION
 KT0857
 KT0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0857'4.2 MI S FROM LONGVALE.
 KT0857'4.2 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0857'THE CROSSING OF DOS RIOS ROAD AT LONGVALE, OPPOSITE POLE 148.7,
 KT0857'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST BACKWALL OF BRIDGE
 KT0857'148.17 OVER OUTLET CREEK, 1.5 FEET NORTHEAST OF THE SOUTHWEST
 KT0857'END OF THE WALL, 0.6 FOOT SOUTHEAST OF THE SOUTHEAST END OF A
 KT0857'BOARD WALK WAY AND ABOUT 0.6 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1227 ***********************************************************************
 KT1227  DESIGNATION -  RV 92 NWPRR
 KT1227  PID         -  KT1227
 KT1227  STATE/COUNTY-  CA/MENDOCINO
 KT1227  USGS QUAD   -  PURDYS GARDENS (1975)
 KT1227
 KT1227                         *CURRENT SURVEY CONTROL
 KT1227  ___________________________________________________________________
 KT1227* NAD 83(1986)-  39 00 21.     (N)    123 07 06.     (W)     SCALED    
 KT1227* NAVD 88     -       155.59   (+/-2cm)     510.5    (feet)  VERTCON   
 KT1227  ___________________________________________________________________
 KT1227  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1227  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1227
 KT1227.The horizontal coordinates were scaled from a topographic map and have
 KT1227.an estimated accuracy of +/- 6 seconds.
 KT1227.
 KT1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1227
 KT1227.The vertical order pertains to the NGVD 29 superseded value.
 KT1227
 KT1227.The geoid height was determined by GEOID09.
 KT1227
 KT1227;                    North         East    Units  Estimated Accuracy
 KT1227;SPC CA 2     -   649,250.    1,903,140.      MT  (+/- 180 meters Scaled)
 KT1227
 KT1227                          SUPERSEDED SURVEY CONTROL
 KT1227
 KT1227  NGVD 29 (??/??/92)  154.730  (m)          507.64   (f) ADJ UNCH    1 2
 KT1227
 KT1227.Superseded values are not recommended for survey control.
 KT1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1227.See file dsdata.txt to determine how the superseded data were derived.
 KT1227
 KT1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ897174(NAD 83)
 KT1227
 KT1227_MARKER: R = RIVET
 KT1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1227_SP_SET: CULVERT
 KT1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1227
 KT1227  HISTORY     - Date     Condition        Report By
 KT1227  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1227  HISTORY     - 1964     GOOD             CGS
 KT1227
 KT1227                          STATION DESCRIPTION
 KT1227
 KT1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1227'2.4 MI N FROM HOPLAND.
 KT1227'2.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 KT1227'FROM THE STATION AT HOPLAND, 9 POLES NORTHWEST OF MILEPOLE 102,
 KT1227'AT SURVEY STATION 5326+00, AT CULVERT 102-C, IN THE TOP AND
 KT1227'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL, 10.8 FEET
 KT1227'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.2 FEET NORTH OF
 KT1227'THE SOUTH CORNER OF THE HEADWALL, AND ABOUT 3 FEET LOWER THAN
 KT1227'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1332 ***********************************************************************
 JT1332  DESIGNATION -  RV 94 NWPRR
 JT1332  PID         -  JT1332
 JT1332  STATE/COUNTY-  CA/MENDOCINO
 JT1332  USGS QUAD   -  HOPLAND (1975)
 JT1332
 JT1332                         *CURRENT SURVEY CONTROL
 JT1332  ___________________________________________________________________
 JT1332* NAD 83(1986)-  38 59 45.     (N)    123 07 06.     (W)     SCALED    
 JT1332* NAVD 88     -       152.13   (+/-2cm)     499.1    (feet)  VERTCON   
 JT1332  ___________________________________________________________________
 JT1332  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 JT1332  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1332
 JT1332.The horizontal coordinates were scaled from a topographic map and have
 JT1332.an estimated accuracy of +/- 6 seconds.
 JT1332.
 JT1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1332
 JT1332.The vertical order pertains to the NGVD 29 superseded value.
 JT1332
 JT1332.The geoid height was determined by GEOID09.
 JT1332
 JT1332;                    North         East    Units  Estimated Accuracy
 JT1332;SPC CA 2     -   648,140.    1,903,130.      MT  (+/- 180 meters Scaled)
 JT1332
 JT1332                          SUPERSEDED SURVEY CONTROL
 JT1332
 JT1332  NGVD 29 (??/??/92)  151.265  (m)          496.28   (f) ADJ UNCH    1 2
 JT1332
 JT1332.Superseded values are not recommended for survey control.
 JT1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1332.See file dsdata.txt to determine how the superseded data were derived.
 JT1332
 JT1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ897163(NAD 83)
 JT1332
 JT1332_MARKER: R = RIVET
 JT1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1332_SP_SET: CULVERT
 JT1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1332
 JT1332  HISTORY     - Date     Condition        Report By
 JT1332  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1332  HISTORY     - 1964     GOOD             CGS
 JT1332
 JT1332                          STATION DESCRIPTION
 JT1332
 JT1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1332'1.7 MI N FROM HOPLAND.
 JT1332'1.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1332'FROM THE STATION AT HOPLAND, 8 POLES SOUTH OF MILEPOLE 102, AT
 JT1332'SURVEY STATION 5289+25, AT CULVERT 101-C, IN THE TOP OF THE
 JT1332'EAST CONCRETE HEADWALL, 12.4 FEET EAST OF THE EAST RAIL OF THE
 JT1332'TRACK, 0.8 FOOT NORTH OF THE SOUTH END OF THE HEADWALL, AND
 JT1332'ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1340 ***********************************************************************
 JT1340  DESIGNATION -  RV 97 NWPRR
 JT1340  PID         -  JT1340
 JT1340  STATE/COUNTY-  CA/MENDOCINO
 JT1340  USGS QUAD   -  HOPLAND (1975)
 JT1340
 JT1340                         *CURRENT SURVEY CONTROL
 JT1340  ___________________________________________________________________
 JT1340* NAD 83(1986)-  38 57 04.     (N)    123 06 06.     (W)     SCALED    
 JT1340* NAVD 88     -       147.88   (+/-2cm)     485.2    (feet)  VERTCON   
 JT1340  ___________________________________________________________________
 JT1340  GEOID HEIGHT-         -30.26  (meters)                     GEOID09
 JT1340  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1340
 JT1340.The horizontal coordinates were scaled from a topographic map and have
 JT1340.an estimated accuracy of +/- 6 seconds.
 JT1340.
 JT1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1340
 JT1340.The vertical order pertains to the NGVD 29 superseded value.
 JT1340
 JT1340.The geoid height was determined by GEOID09.
 JT1340
 JT1340;                    North         East    Units  Estimated Accuracy
 JT1340;SPC CA 2     -   643,160.    1,904,510.      MT  (+/- 180 meters Scaled)
 JT1340
 JT1340                          SUPERSEDED SURVEY CONTROL
 JT1340
 JT1340  NGVD 29 (??/??/92)  147.016  (m)          482.34   (f) ADJ UNCH    1 2
 JT1340
 JT1340.Superseded values are not recommended for survey control.
 JT1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1340.See file dsdata.txt to determine how the superseded data were derived.
 JT1340
 JT1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ911113(NAD 83)
 JT1340
 JT1340_MARKER: R = RIVET
 JT1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1340_SP_SET: CULVERT
 JT1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1340
 JT1340  HISTORY     - Date     Condition        Report By
 JT1340  HISTORY     - UNK      MONUMENTED       NWPRR
 JT1340  HISTORY     - 1964     GOOD             CGS
 JT1340  HISTORY     - 1971     GOOD             NGS
 JT1340
 JT1340                          STATION DESCRIPTION
 JT1340
 JT1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JT1340'1.6 MI S FROM HOPLAND.
 JT1340'1.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1340'FROM THE STATION AT HOPLAND, 11-1/2 POLES NORTHWEST OF MILEPOLE
 JT1340'98, AT SURVEY STATION 5112+15, AT CULVERT 98-F, IN THE TOP
 JT1340'OF THE NORTHEAST HEADWALL, 21.8 FEET NORTHEAST OF THE NORTHEAST
 JT1340'RAIL OF THE TRACK, 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF
 JT1340'THE HEADWALL, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 JT1340
 JT1340                          STATION RECOVERY (1971)
 JT1340
 JT1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JT1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0393 ***********************************************************************
 LV0393  DESIGNATION -  S 100
 LV0393  PID         -  LV0393
 LV0393  STATE/COUNTY-  CA/HUMBOLDT
 LV0393  USGS QUAD   -  SCOTIA (1970)
 LV0393
 LV0393                         *CURRENT SURVEY CONTROL
 LV0393  ___________________________________________________________________
 LV0393* NAD 83(1986)-  40 28 58.     (N)    124 06 08.     (W)     SCALED    
 LV0393* NAVD 88     -        50.729  (meters)     166.43   (feet)  ADJUSTED  
 LV0393  ___________________________________________________________________
 LV0393  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV0393  DYNAMIC HT  -          50.704 (meters)     166.35  (feet)  COMP
 LV0393  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LV0393
 LV0393  VERT ORDER  -  FIRST     CLASS II
 LV0393
 LV0393.The horizontal coordinates were scaled from a topographic map and have
 LV0393.an estimated accuracy of +/- 6 seconds.
 LV0393.
 LV0393.The orthometric height was determined by differential leveling and
 LV0393.adjusted in December 1992.
 LV0393
 LV0393.The geoid height was determined by GEOID09.
 LV0393
 LV0393.The dynamic height is computed by dividing the NAVD 88
 LV0393.geopotential number by the normal gravity value computed on the
 LV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0393.degrees latitude (g = 980.6199 gals.).
 LV0393
 LV0393.The modeled gravity was interpolated from observed gravity values.
 LV0393
 LV0393;                    North         East    Units  Estimated Accuracy
 LV0393;SPC CA 1     -   629,770.    1,821,790.      MT  (+/- 180 meters Scaled)
 LV0393
 LV0393                          SUPERSEDED SURVEY CONTROL
 LV0393
 LV0393  NAVD 88 (06/15/91)   50.784  (m)          166.61   (f) UNKNOWN     1 2
 LV0393  NGVD 29 (12/02/92)   49.754  (m)          163.23   (f) ADJUSTED    1 2
 LV0393
 LV0393.Superseded values are not recommended for survey control.
 LV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0393.See file dsdata.txt to determine how the superseded data were derived.
 LV0393
 LV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK065819(NAD 83)
 LV0393
 LV0393_MARKER: DB = BENCH MARK DISK
 LV0393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0393+WITH SETTING: PAVEMENT
 LV0393_SP_SET: BALUSTRADE
 LV0393_STAMPING: S 100 1931 162.624
 LV0393_MARK LOGO: CGS   
 LV0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0393+STABILITY: SURFACE MOTION
 LV0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0393+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0393
 LV0393  HISTORY     - Date     Condition        Report By
 LV0393  HISTORY     - 1931     MONUMENTED       CGS
 LV0393  HISTORY     - 1967     GOOD             CGS
 LV0393  HISTORY     - 19880226 GOOD             NGS
 LV0393  HISTORY     - 19920728 GOOD             NGS
 LV0393
 LV0393                          STATION DESCRIPTION
 LV0393
 LV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0393'AT SCOTIA.
 LV0393'AT SCOTIA, 160 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 LV0393'MAIN AND B STREETS (NORTH END OF B STREET), AT THE SOUTHWEST
 LV0393'ENTRANCE TO SCOTIA HOSPITAL, IN THE TOP OF A CONCRETE PILLAR
 LV0393'AT THE SOUTHWEST END OF THE NORTHWEST CONCRETE RAILING FOR STEPS
 LV0393'TO HOSPITAL ENTRANCE, 22 FEET NORTHEAST OF THE CENTER LINE OF B
 LV0393'STREET, AND ABOUT 4 FEET HIGHER THAN THE STREET, 0.8 MILE SOUTHEAST
 LV0393'OF BENCH MARK Q 1086.
 LV0393
 LV0393                          STATION RECOVERY (1988)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0393'RECOVERED IN GOOD CONDITION.
 LV0393
 LV0393                          STATION RECOVERY (1992)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0393'IN SCOTIA, AT THE INTERSECTION OF MAIN AND B STREETS, NEAR THE
 LV0393'SOUTHWEST END OF THE NORTHWEST CONCRETE BALUSTRADE OF THE SOUTHWEST
 LV0393'ENTRANCE TO THE SCOTIA MEDICAL CENTER, 48.8 M (160.1 FT) SOUTHEAST OF
 LV0393'THE CENTER OF THE MAIN STREET, 6.7 M (22.0 FT) NORTHEAST OF THE
 LV0393'CENTERLINE OF B STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF B
 LV0393'STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0870 ***********************************************************************
 KT0870  DESIGNATION -  S 103
 KT0870  PID         -  KT0870
 KT0870  STATE/COUNTY-  CA/MENDOCINO
 KT0870  USGS QUAD   -  LONGVALE (1994)
 KT0870
 KT0870                         *CURRENT SURVEY CONTROL
 KT0870  ___________________________________________________________________
 KT0870* NAD 83(1986)-  39 33 18.     (N)    123 25 15.     (W)     SCALED    
 KT0870* NAVD 88     -       357.95   (+/-2cm)    1174.4    (feet)  VERTCON   
 KT0870  ___________________________________________________________________
 KT0870  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0870  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0870
 KT0870.The horizontal coordinates were scaled from a topographic map and have
 KT0870.an estimated accuracy of +/- 6 seconds.
 KT0870.
 KT0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0870
 KT0870.The vertical order pertains to the NGVD 29 superseded value.
 KT0870
 KT0870.The geoid height was determined by GEOID09.
 KT0870
 KT0870;                    North         East    Units  Estimated Accuracy
 KT0870;SPC CA 2     -   710,570.    1,877,900.      MT  (+/- 180 meters Scaled)
 KT0870
 KT0870                          SUPERSEDED SURVEY CONTROL
 KT0870
 KT0870  NGVD 29 (??/??/92)  357.015  (m)         1171.31   (f) ADJ UNCH    1 2
 KT0870
 KT0870.Superseded values are not recommended for survey control.
 KT0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0870.See file dsdata.txt to determine how the superseded data were derived.
 KT0870
 KT0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ638784(NAD 83)
 KT0870
 KT0870_MARKER: DB = BENCH MARK DISK
 KT0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0870_SP_SET: BRIDGE
 KT0870_STAMPING: 1171.185 S 103 1931
 KT0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0870
 KT0870  HISTORY     - Date     Condition        Report By
 KT0870  HISTORY     - 1931     MONUMENTED       CGS
 KT0870  HISTORY     - 1966     GOOD             CGS
 KT0870  HISTORY     - 1967     GOOD             CGS
 KT0870
 KT0870                          STATION DESCRIPTION
 KT0870
 KT0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0870'AT LONGVALE.
 KT0870'3 RAILS SOUTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0870'THE CROSSING OF THE DOS RIOS ROAD AT LONGVALE, IN THE TOP OF
 KT0870'THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF BRIDGE 152.07
 KT0870'OVER OUTLET CREEK, 6.9 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 KT0870'1 1/2 FEET LOWER THAN THE TRACK.
 KT0870
 KT0870                          STATION RECOVERY (1967)
 KT0870
 KT0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1364 ***********************************************************************
 JT1364  DESIGNATION -  S 105
 JT1364  PID         -  JT1364
 JT1364  STATE/COUNTY-  CA/SONOMA
 JT1364  USGS QUAD   -  CLOVERDALE (1975)
 JT1364
 JT1364                         *CURRENT SURVEY CONTROL
 JT1364  ___________________________________________________________________
 JT1364* NAD 83(1986)-  38 50 41.     (N)    123 01 29.     (W)     SCALED    
 JT1364* NAVD 88     -       114.43   (+/-2cm)     375.4    (feet)  VERTCON   
 JT1364  ___________________________________________________________________
 JT1364  GEOID HEIGHT-         -30.40  (meters)                     GEOID09
 JT1364  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1364
 JT1364.The horizontal coordinates were scaled from a topographic map and have
 JT1364.an estimated accuracy of +/- 6 seconds.
 JT1364.
 JT1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1364
 JT1364.The vertical order pertains to the NGVD 29 superseded value.
 JT1364
 JT1364.The geoid height was determined by GEOID09.
 JT1364
 JT1364;                    North         East    Units  Estimated Accuracy
 JT1364;SPC CA 2     -   631,270.    1,911,050.      MT  (+/- 180 meters Scaled)
 JT1364
 JT1364                          SUPERSEDED SURVEY CONTROL
 JT1364
 JT1364  NGVD 29 (??/??/92)  113.550  (m)          372.54   (f) ADJ UNCH    1 2
 JT1364
 JT1364.Superseded values are not recommended for survey control.
 JT1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1364.See file dsdata.txt to determine how the superseded data were derived.
 JT1364
 JT1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH978995(NAD 83)
 JT1364
 JT1364_MARKER: DB = BENCH MARK DISK
 JT1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1364_SP_SET: ABUTMENT
 JT1364_STAMPING: 372.421 S 105 1932
 JT1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1364
 JT1364  HISTORY     - Date     Condition        Report By
 JT1364  HISTORY     - 1932     MONUMENTED       CGS
 JT1364  HISTORY     - 1960     GOOD             CGS
 JT1364  HISTORY     - 1980     GOOD             USGS
 JT1364
 JT1364                          STATION DESCRIPTION
 JT1364
 JT1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1364'3.2 MI N FROM CLOVERDALE.
 JT1364'3.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1364'FROM THE STATION AT CLOVERDALE, SONOMA COUNTY, 1.3 MILES NORTH
 JT1364'OF THE SITE OF THE FORMER STATION AT PRESTON, AT SURVEY STATION
 JT1364'4578+99, AT TRESTLE NO. 88-C, IN THE SOUTH ABUTMENT, AND 8 FEET
 JT1364'EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK.
 JT1364
 JT1364                          STATION RECOVERY (1980)
 JT1364
 JT1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 JT1364'3.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT1364'STATION AT CLOVERDALE, 1.3 MILES NORTH OF THE SITE OF THE FORMER
 JT1364'STATION AT PRESTON, 0.2 MILE NORTH OF NORTH PORTAL OF RAILROAD
 JT1364'TUNNEL; 33 FEET EAST OF CENTERLINE OF TRACK; ON NORTHEAST CORNER OF
 JT1364'CONCRETE ABUTMENT OF DISMANTLED TRESTLE; STANDARD USC & GS TABLET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0797 ***********************************************************************
 JT0797  DESIGNATION -  S 107
 JT0797  PID         -  JT0797
 JT0797  STATE/COUNTY-  CA/MARIN
 JT0797  USGS QUAD   -  NOVATO (1980)
 JT0797
 JT0797                         *CURRENT SURVEY CONTROL
 JT0797  ___________________________________________________________________
 JT0797* NAD 83(1986)-  38 04 40.     (N)    122 32 34.     (W)     SCALED    
 JT0797* NAVD 88     -         2.55   (+/-2cm)       8.4    (feet)  VERTCON   
 JT0797  ___________________________________________________________________
 JT0797  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 JT0797  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0797
 JT0797.The horizontal coordinates were scaled from a topographic map and have
 JT0797.an estimated accuracy of +/- 6 seconds.
 JT0797.
 JT0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0797
 JT0797.The vertical order pertains to the NGVD 29 superseded value.
 JT0797
 JT0797.The geoid height was determined by GEOID09.
 JT0797
 JT0797;                    North         East    Units  Estimated Accuracy
 JT0797;SPC CA 3     -   677,060.    1,820,790.      MT  (+/- 180 meters Scaled)
 JT0797
 JT0797                          SUPERSEDED SURVEY CONTROL
 JT0797
 JT0797  NGVD 29 (??/??/92)    1.731  (m)            5.68   (f) ADJ UNCH    1 2
 JT0797
 JT0797.Superseded values are not recommended for survey control.
 JT0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0797.See file dsdata.txt to determine how the superseded data were derived.
 JT0797
 JT0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH401145(NAD 83)
 JT0797
 JT0797_MARKER: DB = BENCH MARK DISK
 JT0797_SETTING: 0 = UNSPECIFIED SETTING
 JT0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0797
 JT0797  HISTORY     - Date     Condition        Report By
 JT0797  HISTORY     - UNK      MONUMENTED       CGS
 JT0797  HISTORY     - 1950     MARK NOT FOUND   CGS
 JT0797
 JT0797                          STATION DESCRIPTION
 JT0797
 JT0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0797'2.2 MI S FROM NOVATO.
 JT0797'POST AT FORKS OF ROAD TO NAPA AT CROSSING 25-C.  250 FEET SOUTHWEST
 JT0797'OF TRACK.  IN NORTH POINT OF TRIANGLE IN ROAD FORMED BY YIN
 JT0797'NAPPA ROAD.  NOTE-- THE HIGHWAY HAS BEEN REBUILT IN THIS VICINITY,
 JT0797'AND THE MARK IS BELEIVED TO BE COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0691 ***********************************************************************
 HT0691  DESIGNATION -  S 108
 HT0691  PID         -  HT0691
 HT0691  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0691  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0691
 HT0691                         *CURRENT SURVEY CONTROL
 HT0691  ___________________________________________________________________
 HT0691* NAD 83(1986)-  37 48 34.     (N)    122 28 35.     (W)     SCALED    
 HT0691* NAVD 88     -        12.35   (+/-2cm)      40.5    (feet)  VERTCON   
 HT0691  ___________________________________________________________________
 HT0691  GEOID HEIGHT-         -32.56  (meters)                     GEOID09
 HT0691  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0691
 HT0691.The horizontal coordinates were scaled from a topographic map and have
 HT0691.an estimated accuracy of +/- 6 seconds.
 HT0691.
 HT0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0691
 HT0691.The vertical order pertains to the NGVD 29 superseded value.
 HT0691
 HT0691.The geoid height was determined by GEOID09.
 HT0691
 HT0691;                    North         East    Units  Estimated Accuracy
 HT0691;SPC CA 3     -   647,160.    1,825,990.      MT  (+/- 180 meters Scaled)
 HT0691
 HT0691                          SUPERSEDED SURVEY CONTROL
 HT0691
 HT0691  NGVD 29 (??/??/??)   11.519  (m)           37.79   (f) ADJUSTED    1 1
 HT0691
 HT0691.Superseded values are not recommended for survey control.
 HT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0691.See file dsdata.txt to determine how the superseded data were derived.
 HT0691
 HT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG460848(NAD 83)
 HT0691
 HT0691_MARKER: DB = BENCH MARK DISK
 HT0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0691_SP_SET: CONCRETE WALK
 HT0691_STAMPING: S 108 1932
 HT0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0691
 HT0691  HISTORY     - Date     Condition        Report By
 HT0691  HISTORY     - 1932     MONUMENTED       CGS
 HT0691  HISTORY     - 1952     GOOD             CGS
 HT0691  HISTORY     - 1969     GOOD             CGS
 HT0691  HISTORY     - 19880909 MARK NOT FOUND   NGS
 HT0691
 HT0691                          STATION DESCRIPTION
 HT0691
 HT0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0691'AT SAN FRANCISCO.
 HT0691'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, IN THE TOP OF
 HT0691'A 5-FOOT RETAINING WALL ON THE WEST SIDE OF A CONCRETE WALK
 HT0691'LEADING TO THE TOP OF A HILL, ABOUT 365 FEET SOUTH OF THE
 HT0691'SOUTHEAST CORNER OF THE OLD FORT, 54.0 FEET SOUTHWEST OF THE
 HT0691'SOUTHWEST CORNER OF A TWO STORY STUCCO HOUSE, 20.7 FEET
 HT0691'NORTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL.
 HT0691
 HT0691                          STATION RECOVERY (1969)
 HT0691
 HT0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0691'RECOVERED IN GOOD CONDITION.
 HT0691
 HT0691                          STATION RECOVERY (1988)
 HT0691
 HT0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0552 ***********************************************************************
 HT0552  DESIGNATION -  S 109
 HT0552  PID         -  HT0552
 HT0552  STATE/COUNTY-  CA/SAN MATEO
 HT0552  USGS QUAD   -  MONTARA MOUNTAIN (1997)
 HT0552
 HT0552                         *CURRENT SURVEY CONTROL
 HT0552  ___________________________________________________________________
 HT0552* NAD 83(1986)-  37 35 43.     (N)    122 22 50.     (W)     SCALED    
 HT0552* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 HT0552  ___________________________________________________________________
 HT0552  GEOID HEIGHT-         -32.60  (meters)                     GEOID09
 HT0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0552
 HT0552.The horizontal coordinates were scaled from a topographic map and have
 HT0552.an estimated accuracy of +/- 6 seconds.
 HT0552.
 HT0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0552
 HT0552.The vertical order pertains to the NGVD 29 superseded value.
 HT0552
 HT0552.The geoid height was determined by GEOID09.
 HT0552
 HT0552;                    North         East    Units  Estimated Accuracy
 HT0552;SPC CA 3     -   623,220.    1,833,950.      MT  (+/- 180 meters Scaled)
 HT0552
 HT0552                          SUPERSEDED SURVEY CONTROL
 HT0552
 HT0552  NGVD 29 (??/??/92)    2.567  (m)            8.42   (f) ADJ UNCH    1 2
 HT0552
 HT0552.Superseded values are not recommended for survey control.
 HT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0552.See file dsdata.txt to determine how the superseded data were derived.
 HT0552
 HT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG546610(NAD 83)
 HT0552
 HT0552_MARKER: DB = BENCH MARK DISK
 HT0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0552_STAMPING: S 109 1932
 HT0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0552+STABILITY: SURFACE MOTION
 HT0552
 HT0552  HISTORY     - Date     Condition        Report By
 HT0552  HISTORY     - 1932     MONUMENTED       CGS
 HT0552  HISTORY     - 1952     GOOD             CGS
 HT0552  HISTORY     - 1965     GOOD             CGS
 HT0552  HISTORY     - 1986     MARK NOT FOUND   NGS
 HT0552
 HT0552                          STATION DESCRIPTION
 HT0552
 HT0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0552'0.4 MI SE FROM MILLBRAE.
 HT0552'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0552'FROM THE STATION AT MILLBRAE, AT A DIRT ROAD CROSSING, 45.2 FEET
 HT0552'NORTHEAST OF THE NORTHEAST RAIL, 40 FEET NORTHWEST OF THE 3RD
 HT0552'TELEGRAPH LINE POLE SOUTHEAST OF MILEPOLE 14, 31.2 FEET SOUTH
 HT0552'OF A BOARD FENCE, 24 1/2 FEET EAST OF THE CENTER LINE OF THE
 HT0552'ROAD, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 HT0552'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT0552'0.2 FOOT ABOVE THE GROUND.
 HT0552
 HT0552                          STATION RECOVERY (1965)
 HT0552
 HT0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT0552'RECOVERED IN GOOD CONDITION.
 HT0552
 HT0552                          STATION RECOVERY (1986)
 HT0552
 HT0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0552'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1488 ***********************************************************************
 KT1488  DESIGNATION -  T 102
 KT1488  PID         -  KT1488
 KT1488  STATE/COUNTY-  CA/MENDOCINO
 KT1488  USGS QUAD   -  LEGGETT (1994)
 KT1488
 KT1488                         *CURRENT SURVEY CONTROL
 KT1488  ___________________________________________________________________
 KT1488* NAD 83(1986)-  39 50 58.     (N)    123 42 29.     (W)     SCALED    
 KT1488* NAVD 88     -       344.04   (+/-2cm)    1128.7    (feet)  VERTCON   
 KT1488  ___________________________________________________________________
 KT1488  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 KT1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1488
 KT1488.The horizontal coordinates were scaled from a topographic map and have
 KT1488.an estimated accuracy of +/- 6 seconds.
 KT1488.
 KT1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1488
 KT1488.The vertical order pertains to the NGVD 29 superseded value.
 KT1488
 KT1488.The geoid height was determined by GEOID09.
 KT1488
 KT1488;                    North         East    Units  Estimated Accuracy
 KT1488;SPC CA 2     -   743,680.    1,853,830.      MT  (+/- 180 meters Scaled)
 KT1488
 KT1488                          SUPERSEDED SURVEY CONTROL
 KT1488
 KT1488  NGVD 29 (??/??/92)  343.121  (m)         1125.72   (f) ADJ UNCH    1 2
 KT1488
 KT1488.Superseded values are not recommended for survey control.
 KT1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1488.See file dsdata.txt to determine how the superseded data were derived.
 KT1488
 KT1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK394112(NAD 83)
 KT1488
 KT1488_MARKER: DB = BENCH MARK DISK
 KT1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1488_STAMPING: T 102 1931 1125.428
 KT1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1488+STABILITY: SURFACE MOTION
 KT1488
 KT1488  HISTORY     - Date     Condition        Report By
 KT1488  HISTORY     - 1931     MONUMENTED       CGS
 KT1488  HISTORY     - 1967     GOOD             CGS
 KT1488  HISTORY     - 1972     GOOD             USGS
 KT1488
 KT1488                          STATION DESCRIPTION
 KT1488
 KT1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1488'1.8 MI S FROM LEGGETT.
 KT1488'1.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1488'LEGGETT, 0.25 MILE NORTHWEST OF THE NORTHWEST END OF A BRIDGE
 KT1488'OVER CEDAR CREEK, BETWEEN A GROUP OF BUILDINGS AND THE HIGHWAY,
 KT1488'102 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 KT1488'SOUTHEAST OF A POWER POLE, 39 FEET EAST OF A 20-INCH FIR TREE,
 KT1488'49 FEET SOUTH OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE
 KT1488'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 KT1488'FOOT ABOVE THE GROUND.
 KT1488
 KT1488                          STATION RECOVERY (1972)
 KT1488
 KT1488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1366 ***********************************************************************
 JT1366  DESIGNATION -  T 105
 JT1366  PID         -  JT1366
 JT1366  STATE/COUNTY-  CA/SONOMA
 JT1366  USGS QUAD   -  CLOVERDALE (1975)
 JT1366
 JT1366                         *CURRENT SURVEY CONTROL
 JT1366  ___________________________________________________________________
 JT1366* NAD 83(1986)-  38 49 50.     (N)    123 00 48.     (W)     SCALED    
 JT1366* NAVD 88     -       102.17   (+/-2cm)     335.2    (feet)  VERTCON   
 JT1366  ___________________________________________________________________
 JT1366  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 JT1366  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1366
 JT1366.The horizontal coordinates were scaled from a topographic map and have
 JT1366.an estimated accuracy of +/- 6 seconds.
 JT1366.
 JT1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1366
 JT1366.The vertical order pertains to the NGVD 29 superseded value.
 JT1366
 JT1366.The geoid height was determined by GEOID09.
 JT1366
 JT1366;                    North         East    Units  Estimated Accuracy
 JT1366;SPC CA 2     -   629,690.    1,912,020.      MT  (+/- 180 meters Scaled)
 JT1366
 JT1366                          SUPERSEDED SURVEY CONTROL
 JT1366
 JT1366  NGVD 29 (??/??/92)  101.291  (m)          332.32   (f) ADJ UNCH    1 2
 JT1366
 JT1366.Superseded values are not recommended for survey control.
 JT1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1366.See file dsdata.txt to determine how the superseded data were derived.
 JT1366
 JT1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH988979(NAD 83)
 JT1366
 JT1366_MARKER: DB = BENCH MARK DISK
 JT1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1366_STAMPING: T 105 1932
 JT1366_MARK LOGO: CADH  
 JT1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1366+STABILITY: SURFACE MOTION
 JT1366
 JT1366  HISTORY     - Date     Condition        Report By
 JT1366  HISTORY     - 1932     MONUMENTED       CADH
 JT1366  HISTORY     - 1960     GOOD             CGS
 JT1366
 JT1366                          STATION DESCRIPTION
 JT1366
 JT1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1366'1.9 MI N FROM CLOVERDALE.
 JT1366'1.9 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD TRACK
 JT1366'FROM THE STATION AT CLOVERDALE, SONOMA COUNTY, OPPOSITE THE
 JT1366'LEVELED SITE OF THE FORMER STATION AT PRESTON, 10 RAILS NORTH
 JT1366'OF THE NORTH END OF THE U.S. HIGHWAY 101 OVERCROSSING, 25.5
 JT1366'FEET WEST OF THE WEST RAIL OF THE TRACK, 11 FEET NORTH OF A
 JT1366'SMALL WOODEN GATE, 1.2 FEET SOUTH OF A WOODEN WITNESS POST,
 JT1366'0.6 FOOT EAST OF A FENCE LINE, AND ABOUT 3 FEET HIGHER THAN
 JT1366'THE TRACK.  A CALIFORNIA DIVISION OF HIGHWAYS DISK SET IN THE
 JT1366'TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0800 ***********************************************************************
 JT0800  DESIGNATION -  T 107
 JT0800  PID         -  JT0800
 JT0800  STATE/COUNTY-  CA/MARIN
 JT0800  USGS QUAD   -  NOVATO (1980)
 JT0800
 JT0800                         *CURRENT SURVEY CONTROL
 JT0800  ___________________________________________________________________
 JT0800* NAD 83(1986)-  38 04 31.     (N)    122 32 29.     (W)     SCALED    
 JT0800* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 JT0800  ___________________________________________________________________
 JT0800  GEOID HEIGHT-         -32.03  (meters)                     GEOID09
 JT0800  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0800
 JT0800.The horizontal coordinates were scaled from a topographic map and have
 JT0800.an estimated accuracy of +/- 6 seconds.
 JT0800.
 JT0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0800
 JT0800.The vertical order pertains to the NGVD 29 superseded value.
 JT0800
 JT0800.The geoid height was determined by GEOID09.
 JT0800
 JT0800;                    North         East    Units  Estimated Accuracy
 JT0800;SPC CA 3     -   676,780.    1,820,910.      MT  (+/- 180 meters Scaled)
 JT0800
 JT0800                          SUPERSEDED SURVEY CONTROL
 JT0800
 JT0800  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    1 2
 JT0800
 JT0800.Superseded values are not recommended for survey control.
 JT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0800.See file dsdata.txt to determine how the superseded data were derived.
 JT0800
 JT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH402142(NAD 83)
 JT0800
 JT0800_MARKER: DB = BENCH MARK DISK
 JT0800_SETTING: 0 = UNSPECIFIED SETTING
 JT0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0800
 JT0800  HISTORY     - Date     Condition        Report By
 JT0800  HISTORY     - UNK      MONUMENTED       CGS
 JT0800  HISTORY     - 1950     MARK NOT FOUND   CGS
 JT0800
 JT0800                          STATION DESCRIPTION
 JT0800
 JT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0800'2.4 MI S FROM NOVATO.
 JT0800'POST 60 FEET WEST OF CENTER LINE OF ROAD, 0.2 MILES SOUTH OF
 JT0800'LUNCH STAND AND FILLING STATION, OPPOSITE ONE MILE TO BLOCK
 JT0800'SIGNAL SIGN.  NOTE-- THE HIGHWAY WAS WIDENED IN THIS VICINITY, AND
 JT0800'IT IS BELIEVED THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0689 ***********************************************************************
 HT0689  DESIGNATION -  T 108
 HT0689  PID         -  HT0689
 HT0689  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0689  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0689
 HT0689                         *CURRENT SURVEY CONTROL
 HT0689  ___________________________________________________________________
 HT0689* NAD 83(1986)-  37 48 24.03   (N)    122 28 36.18   (W)     HD_HELD1  
 HT0689* NAVD 88     -        57.194  (meters)     187.64   (feet)  ADJUSTED  
 HT0689  ___________________________________________________________________
 HT0689  GEOID HEIGHT-         -32.57  (meters)                     GEOID09
 HT0689  DYNAMIC HT  -          57.157 (meters)     187.52  (feet)  COMP
 HT0689  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 HT0689
 HT0689  VERT ORDER  -  FIRST     CLASS I
 HT0689
 HT0689.The horizontal coordinates were established by differentially corrected
 HT0689.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0689.
 HT0689.The orthometric height was determined by differential leveling and
 HT0689.adjusted in June 1991.
 HT0689
 HT0689.Photographs are available for this station.
 HT0689
 HT0689.The geoid height was determined by GEOID09.
 HT0689
 HT0689.The dynamic height is computed by dividing the NAVD 88
 HT0689.geopotential number by the normal gravity value computed on the
 HT0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0689.degrees latitude (g = 980.6199 gals.).
 HT0689
 HT0689.The modeled gravity was interpolated from observed gravity values.
 HT0689
 HT0689;                    North         East    Units  Estimated Accuracy
 HT0689;SPC CA 3     -   646,854.4   1,825,950.5     MT  (+/- 3 meters HH1 GPS) 
 HT0689
 HT0689                          SUPERSEDED SURVEY CONTROL
 HT0689
 HT0689  NGVD 29 (??/??/??)   56.361  (m)          184.91   (f) ADJUSTED    1 1
 HT0689
 HT0689.Superseded values are not recommended for survey control.
 HT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0689.See file dsdata.txt to determine how the superseded data were derived.
 HT0689
 HT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG4606384494(NAD 83)
 HT0689
 HT0689_MARKER: DB = BENCH MARK DISK
 HT0689_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0689_SP_SET: STEP
 HT0689_STAMPING: T 108 1932
 HT0689_MARK LOGO: CGS   
 HT0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0689+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 HT0689
 HT0689  HISTORY     - Date     Condition        Report By
 HT0689  HISTORY     - 1932     MONUMENTED       CGS
 HT0689  HISTORY     - 1952     GOOD             CGS
 HT0689  HISTORY     - 1969     GOOD             CGS
 HT0689  HISTORY     - 19880913 GOOD             NGS
 HT0689  HISTORY     - 20090705 GOOD             GEOCAC
 HT0689
 HT0689                          STATION DESCRIPTION
 HT0689
 HT0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0689'AT SAN FRANCISCO.
 HT0689'AT SAN FRANCISCO, AT THE PRESIDIO, AT FORT POINT, IN THE TOP
 HT0689'OF THE CONCRETE FLOOR OF THE GUM EMPLACEMENT OF THE MARCUS
 HT0689'MILLER BATTERY, 112.0 FEET NORTH OF THE FIRE CONTROL POST,
 HT0689'1.1 FEET WEST OF THE WEST END OF THE TOP CONCRETE STEP AT THE
 HT0689'NORTH END OF THE FLOOR, AND 0.9 FOOT NORTHWEST OF THE SOUTH
 HT0689'IRON HAND RAIL UPRIGHT POST.
 HT0689
 HT0689                          STATION RECOVERY (1969)
 HT0689
 HT0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0689'RECOVERED IN GOOD CONDITION.
 HT0689
 HT0689                          STATION RECOVERY (1988)
 HT0689
 HT0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0689'RECOVERED IN GOOD CONDITION.
 HT0689
 HT0689                          STATION RECOVERY (2009)
 HT0689
 HT0689'RECOVERY NOTE BY GEOCACHING 2009 (RM)
 HT0689'RECOVERED BENCHMARK T 108 IN GOOD CONDITION. THE 1952 NGS DESCRIPTION
 HT0689'IS ADEQUATE TO
 HT0689'REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1251 ***********************************************************************
 HT1251  DESIGNATION -  T 110
 HT1251  PID         -  HT1251
 HT1251  STATE/COUNTY-  CA/SANTA CLARA
 HT1251  USGS QUAD   -  PALO ALTO (1997)
 HT1251
 HT1251                         *CURRENT SURVEY CONTROL
 HT1251  ___________________________________________________________________
 HT1251* NAD 83(1986)-  37 26 54.1    (N)    122 09 34.1    (W)     HD_HELD2  
 HT1251* NAVD 88     -        16.43   (+/-2cm)      53.9    (feet)  VERTCON   
 HT1251  ___________________________________________________________________
 HT1251  GEOID HEIGHT-         -32.62  (meters)                     GEOID09
 HT1251  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1251
 HT1251.The horizontal coordinates were established by autonomous hand held GPS
 HT1251.observations and have an estimated accuracy of +/- 10 meters.
 HT1251.
 HT1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1251
 HT1251.The vertical order pertains to the NGVD 29 superseded value.
 HT1251
 HT1251.Photographs are available for this station.
 HT1251
 HT1251.The geoid height was determined by GEOID09.
 HT1251
 HT1251;                    North         East    Units  Estimated Accuracy
 HT1251;SPC CA 3     -   606,552.    1,853,175.      MT  (+/- 10 meters HH2 GPS)
 HT1251
 HT1251                          SUPERSEDED SURVEY CONTROL
 HT1251
 HT1251  NGVD 29 (??/??/92)   15.604  (m)           51.19   (f) ADJ UNCH    1 2
 HT1251
 HT1251.Superseded values are not recommended for survey control.
 HT1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1251.See file dsdata.txt to determine how the superseded data were derived.
 HT1251
 HT1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7434644944(NAD 83)
 HT1251
 HT1251_MARKER: DB = BENCH MARK DISK
 HT1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1251_SP_SET: WALL
 HT1251_STAMPING: T 110 1932
 HT1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1251+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 HT1251
 HT1251  HISTORY     - Date     Condition        Report By
 HT1251  HISTORY     - 1932     MONUMENTED       CGS
 HT1251  HISTORY     - 1954     GOOD             CGS
 HT1251  HISTORY     - 1960     GOOD             CGS
 HT1251  HISTORY     - 19970313 GOOD             NGS
 HT1251  HISTORY     - 20030205 GOOD             INDIV
 HT1251  HISTORY     - 20080408 GOOD             GEOCAC
 HT1251
 HT1251                          STATION DESCRIPTION
 HT1251
 HT1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1251'AT PALO ALTO.
 HT1251'AT PALO ALTO, AT THE INTERSECTION OF UNIVERSITY AVENUE AND
 HT1251'COWPER STREET, AT THE PRESIDENT HOTEL, SET VERTICALLY IN THE
 HT1251'NORTHWEST CONCRETE WALL, 1.4 FEET NORTHEAST OF THE NORTHEAST
 HT1251'SIDE OF THE MAIN ENTRANCE, AND 3.7 FEET ABOVE THE SIDEWALK.
 HT1251
 HT1251                          STATION RECOVERY (1960)
 HT1251
 HT1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HT1251'RECOVERED IN GOOD CONDITION.
 HT1251
 HT1251                          STATION RECOVERY (1997)
 HT1251
 HT1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 HT1251'GRAVITY BASE STATION 'PALO ALTO', C 174, IS ON SIDEWALK BELOW DISK.
 HT1251
 HT1251                          STATION RECOVERY (2003)
 HT1251
 HT1251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBT)
 HT1251'RECOVERED IN GOOD CONDITION.
 HT1251
 HT1251                          STATION RECOVERY (2008)
 HT1251
 HT1251'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 HT1251'COULD NOT FIND THE GRAVITY BASE STATION MENTIONED IN THE 1997 RECOVERY
 HT1251'NOTE.  THE TALL
 HT1251'BUILDINGS IN THE IMMEDIATE VICINITY, AND THE MARQUEE ABOVE THE HOTEL
 HT1251'ENTRANCE, PREVENT
 HT1251'RELIABLE GPS READINGS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2909 ***********************************************************************
 HS2909  DESIGNATION -  T 111
 HS2909  PID         -  HS2909
 HS2909  STATE/COUNTY-  CA/SANTA CLARA
 HS2909  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2909
 HS2909                         *CURRENT SURVEY CONTROL
 HS2909  ___________________________________________________________________
 HS2909* NAD 83(1986)-  37 21 28.     (N)    121 56 49.     (W)     SCALED    
 HS2909* NAVD 88     -        19.15   (+/-2cm)      62.8    (feet)  VERTCON   
 HS2909  ___________________________________________________________________
 HS2909  GEOID HEIGHT-         -32.68  (meters)                     GEOID09
 HS2909  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2909
 HS2909.The horizontal coordinates were scaled from a topographic map and have
 HS2909.an estimated accuracy of +/- 6 seconds.
 HS2909.
 HS2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2909
 HS2909.The vertical order pertains to the NGVD 29 superseded value.
 HS2909
 HS2909.The geoid height was determined by GEOID09.
 HS2909
 HS2909;                    North         East    Units  Estimated Accuracy
 HS2909;SPC CA 3     -   596,190.    1,871,820.      MT  (+/- 180 meters Scaled)
 HS2909
 HS2909                          SUPERSEDED SURVEY CONTROL
 HS2909
 HS2909  NGVD 29 (??/??/92)   18.320  (m)           60.10   (f) ADJ UNCH    1 2
 HS2909
 HS2909.Superseded values are not recommended for survey control.
 HS2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2909.See file dsdata.txt to determine how the superseded data were derived.
 HS2909
 HS2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG932350(NAD 83)
 HS2909
 HS2909_MARKER: DB = BENCH MARK DISK
 HS2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2909_STAMPING: T 111 1932
 HS2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2909+STABILITY: SURFACE MOTION
 HS2909
 HS2909  HISTORY     - Date     Condition        Report By
 HS2909  HISTORY     - 1932     MONUMENTED       CGS
 HS2909  HISTORY     - 1960     GOOD             CGS
 HS2909
 HS2909                          STATION DESCRIPTION
 HS2909
 HS2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HS2909'0.6 MI NW FROM SANTA CLARA.
 HS2909'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS2909'STATION AT SANTA CLARA, AT THE CROSSING OF LAFAYETTE STREET,
 HS2909'32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET SOUTHEAST OF
 HS2909'BENCH MARK T 111 RESET, 4 FEET NORTH OF THE NORTH CORNER OF A
 HS2909'FRAME BUILDING, 54 FEET SOUTH OF THE SOUTH CORNER OF A STEEL
 HS2909'BRIDGE OVER THE STREET, 1.2 FEET SOUTHWEST OF A WITNESS POST,
 HS2909'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 HS2909'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1069 ***********************************************************************
 HT1069  DESIGNATION -  TIDAL 1 STA III 85
 HT1069  PID         -  HT1069
 HT1069  STATE/COUNTY-  CA/MARIN
 HT1069  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT1069
 HT1069                         *CURRENT SURVEY CONTROL
 HT1069  ___________________________________________________________________
 HT1069* NAD 83(1986)-  37 51 36.     (N)    122 29 04.     (W)     SCALED    
 HT1069* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 HT1069  ___________________________________________________________________
 HT1069  GEOID HEIGHT-         -32.47  (meters)                     GEOID09
 HT1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1069
 HT1069.The horizontal coordinates were scaled from a topographic map and have
 HT1069.an estimated accuracy of +/- 6 seconds.
 HT1069.
 HT1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1069
 HT1069.The vertical order pertains to the NGVD 29 superseded value.
 HT1069
 HT1069.The geoid height was determined by GEOID09.
 HT1069
 HT1069;                    North         East    Units  Estimated Accuracy
 HT1069;SPC CA 3     -   652,790.    1,825,400.      MT  (+/- 180 meters Scaled)
 HT1069
 HT1069                          SUPERSEDED SURVEY CONTROL
 HT1069
 HT1069  NGVD 29 (??/??/92)    2.185  (m)            7.17   (f) ADJ UNCH    1 2
 HT1069
 HT1069.Superseded values are not recommended for survey control.
 HT1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1069.See file dsdata.txt to determine how the superseded data were derived.
 HT1069
 HT1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG453904(NAD 83)
 HT1069
 HT1069_MARKER: DJ = TIDAL STATION DISK
 HT1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1069_STAMPING: SAUSALITO NO 1 1917
 HT1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1069+STABILITY: SURFACE MOTION
 HT1069
 HT1069  HISTORY     - Date     Condition        Report By
 HT1069  HISTORY     - 1917     MONUMENTED       CGS
 HT1069  HISTORY     - 1956     GOOD             CGS
 HT1069  HISTORY     - 1964     MARK NOT FOUND   CGS
 HT1069
 HT1069                          STATION DESCRIPTION
 HT1069
 HT1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT1069'AT SAUSALITO.
 HT1069'AT SAUSALITO, IN R6W T1S, ABOUT 0.3 MILE NORTHWEST OF THE CITY
 HT1069'HALL, AT THE SOUTH CORNER OF THE SAUSALITO LUMBER AND SUPPLY
 HT1069'COMPANY YARD, 35 FEET NORTHWEST OF THE PROLONGATION OF THE CENTER
 HT1069'LINE OF PINE STREET, 31.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 HT1069'OF THE NORTHWESTERN PACIFIC RAILROAD, 14.1 FEET NORTH OF THE SOUTH
 HT1069'CORNER OF A MESH WIRE FENCE AROUND THE LUMBER YARD, 6.2 FEET
 HT1069'NORTHWEST OF THE SOUTHEAST SIDE OF THE FENCE, ABOUT LEVEL WITH
 HT1069'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT1069'0.5 FOOT ABOVE THE GROUND.  NOTE-- 1964-THE LUMBER YARD AND ITS
 HT1069'FENCES ARE GONE AND THE AREA IN WHICH THE MARK WAS LOCATED IS NOW
 HT1069'AN ASPHALTED PARKING STRIP.
 HT1069
 HT1069                          STATION RECOVERY (1964)
 HT1069
 HT1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0262 ***********************************************************************
 LV0262  DESIGNATION -  TIDAL 4 1929
 LV0262  PID         -  LV0262
 LV0262  STATE/COUNTY-  CA/HUMBOLDT
 LV0262  USGS QUAD   -  FIELDS LANDING (1972)
 LV0262
 LV0262                         *CURRENT SURVEY CONTROL
 LV0262  ___________________________________________________________________
 LV0262* NAD 83(1986)-  40 43 26.     (N)    124 12 52.     (W)     SCALED    
 LV0262* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 LV0262  ___________________________________________________________________
 LV0262  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0262
 LV0262.The horizontal coordinates were scaled from a topographic map and have
 LV0262.an estimated accuracy of +/- 6 seconds.
 LV0262.
 LV0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0262
 LV0262.The vertical order pertains to the NGVD 29 superseded value.
 LV0262
 LV0262.The geoid height was determined by GEOID09.
 LV0262
 LV0262;                    North         East    Units  Estimated Accuracy
 LV0262;SPC CA 1     -   656,770.    1,812,950.      MT  (+/- 180 meters Scaled)
 LV0262
 LV0262                          SUPERSEDED SURVEY CONTROL
 LV0262
 LV0262  NGVD 29 (??/??/??)    1.740  (m)            5.71   (f) ADJUSTED    1 2
 LV0262
 LV0262.Superseded values are not recommended for survey control.
 LV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0262.See file dsdata.txt to determine how the superseded data were derived.
 LV0262
 LV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL974088(NAD 83)
 LV0262
 LV0262_MARKER: DJ = TIDAL STATION DISK
 LV0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0262_SP_SET: CONCRETE BLOCK
 LV0262_STAMPING: 5.226 NO 4 1929
 LV0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0262
 LV0262  HISTORY     - Date     Condition        Report By
 LV0262  HISTORY     - 1929     MONUMENTED       CGS
 LV0262  HISTORY     - 1945     GOOD             CGS
 LV0262  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0262
 LV0262                          STATION DESCRIPTION
 LV0262
 LV0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 LV0262'6.7 MI S FROM EUREKA.
 LV0262'6.7 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 LV0262'EUREKA, HUMBOLDT COUNTY, AT FIELDS LANDING ON HUMBOLDT BAY, 58.5
 LV0262'FEET SOUTHWEST OF MILEPOST 278, NEAR THE CROSSING OF RAILROAD
 LV0262'STREET, 35.4 FEET WEST OF THE WEST RAIL, AND 31 FEET SOUTH OF
 LV0262'THE CENTERLINE OF THE STREET.  A STANDARD DISK, STAMPED 5.226 NO
 LV0262'4 1929 AND SET IN A BLOCK OF CONCRETE 1 FOOT SQUARE.  NOTE-- IT
 LV0262'WAS REPORTED IN NOVEMBER 1945 THAT THE MARK IS NOW IN A SPACE
 LV0262'USED AS A PARKING AREA AND IS COVERED WITH ABOUT 4 INCHES OF
 LV0262'GRAVEL.  THE MARK HAS PROBABLY SETTLED DUE TO CARS AND TRUCKS
 LV0262'RUNNING OVER IT, AND THE SIZE OF THE BLOCK.  IN JANUARY 1958,
 LV0262'USGS REPORTED THAT THE MARK WAS HALF WASHED OUT BY A SMALL
 LV0262'DITCH FROM A MILL YARD.
 LV0262
 LV0262                          STATION RECOVERY (1967)
 LV0262
 LV0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0388 ***********************************************************************
 LV0388  DESIGNATION -  U 100
 LV0388  PID         -  LV0388
 LV0388  STATE/COUNTY-  CA/HUMBOLDT
 LV0388  USGS QUAD   -  SCOTIA (1970)
 LV0388
 LV0388                         *CURRENT SURVEY CONTROL
 LV0388  ___________________________________________________________________
 LV0388* NAD 83(1986)-  40 27 35.     (N)    124 02 45.     (W)     SCALED    
 LV0388* NAVD 88     -        42.53   (+/-2cm)     139.5    (feet)  VERTCON   
 LV0388  ___________________________________________________________________
 LV0388  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV0388  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0388
 LV0388.The horizontal coordinates were scaled from a topographic map and have
 LV0388.an estimated accuracy of +/- 6 seconds.
 LV0388.
 LV0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0388
 LV0388.The vertical order pertains to the NGVD 29 superseded value.
 LV0388
 LV0388.The geoid height was determined by GEOID09.
 LV0388
 LV0388;                    North         East    Units  Estimated Accuracy
 LV0388;SPC CA 1     -   627,100.    1,826,510.      MT  (+/- 180 meters Scaled)
 LV0388
 LV0388                          SUPERSEDED SURVEY CONTROL
 LV0388
 LV0388  NGVD 29 (??/??/??)   41.558  (m)          136.34   (f) ADJUSTED    1 2
 LV0388
 LV0388.Superseded values are not recommended for survey control.
 LV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0388.See file dsdata.txt to determine how the superseded data were derived.
 LV0388
 LV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK113793(NAD 83)
 LV0388
 LV0388_MARKER: DB = BENCH MARK DISK
 LV0388_SETTING: 66 = SET IN ROCK OUTCROP
 LV0388_SP_SET: ROCK CLIFF
 LV0388_STAMPING: 135.915 U 100 1931
 LV0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0388+STABILITY: POSITION/ELEVATION WELL
 LV0388
 LV0388  HISTORY     - Date     Condition        Report By
 LV0388  HISTORY     - 1931     MONUMENTED       CGS
 LV0388  HISTORY     - 1935     GOOD             CGS
 LV0388  HISTORY     - 1969     MARK NOT FOUND   CGS
 LV0388
 LV0388                          STATION DESCRIPTION
 LV0388
 LV0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0388'4.5 MI S FROM SCOTIA.
 LV0388'4.5 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 LV0388'SCOTIA, HUMBOLDT COUNTY, OPPOSITE POLE 251/10, 21 FEET NORTH OF
 LV0388'THE CENTERLINE OF THE TRACK, IN THE FACE OF A ROCK CLIFF AT THE
 LV0388'MIDDLE OF A CURVE, AND ABOUT 3 FEET ABOVE THE TRACK.  A STANDARD
 LV0388'DISK, STAMPED 135.915 U 100 1931 AND SET VERTICALLY.
 LV0388
 LV0388                          STATION RECOVERY (1969)
 LV0388
 LV0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LV0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1158 ***********************************************************************
 KT1158  DESIGNATION -  U 104
 KT1158  PID         -  KT1158
 KT1158  STATE/COUNTY-  CA/MENDOCINO
 KT1158  USGS QUAD   -  UKIAH (1975)
 KT1158
 KT1158                         *CURRENT SURVEY CONTROL
 KT1158  ___________________________________________________________________
 KT1158* NAD 83(1986)-  39 12 32.     (N)    123 12 07.     (W)     SCALED    
 KT1158* NAVD 88     -       195.18   (+/-2cm)     640.4    (feet)  VERTCON   
 KT1158  ___________________________________________________________________
 KT1158  GEOID HEIGHT-         -30.00  (meters)                     GEOID09
 KT1158  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1158
 KT1158.The horizontal coordinates were scaled from a topographic map and have
 KT1158.an estimated accuracy of +/- 6 seconds.
 KT1158.
 KT1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1158
 KT1158.The vertical order pertains to the NGVD 29 superseded value.
 KT1158
 KT1158.The geoid height was determined by GEOID09.
 KT1158
 KT1158;                    North         East    Units  Estimated Accuracy
 KT1158;SPC CA 2     -   671,880.    1,896,200.      MT  (+/- 180 meters Scaled)
 KT1158
 KT1158                          SUPERSEDED SURVEY CONTROL
 KT1158
 KT1158  NGVD 29 (??/??/92)  194.312  (m)          637.51   (f) ADJ UNCH    1 2
 KT1158
 KT1158.Superseded values are not recommended for survey control.
 KT1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1158.See file dsdata.txt to determine how the superseded data were derived.
 KT1158
 KT1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ825399(NAD 83)
 KT1158
 KT1158_MARKER: DB = BENCH MARK DISK
 KT1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1158_STAMPING: 637.341 U 104 1932
 KT1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1158+STABILITY: SURFACE MOTION
 KT1158
 KT1158  HISTORY     - Date     Condition        Report By
 KT1158  HISTORY     - 1932     MONUMENTED       CGS
 KT1158  HISTORY     - 1935     GOOD             CGS
 KT1158  HISTORY     - 1965     MARK NOT FOUND   CGS
 KT1158
 KT1158                          STATION DESCRIPTION
 KT1158
 KT1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KT1158'4.1 MI N FROM UKIAH.
 KT1158'4.1 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD
 KT1158'FROM THE STATION AT UKIAH, MEDOCINO COUNTY, 2.0 MILES SOUTH OF
 KT1158'THE STATION AT CALPELLA, ONE POLE NORTH OF MILEPOST 118, AT
 KT1158'A PRIVATE-ROAD CROSSING, 49 FEET EAST OF THE CENTERLINE OF THE
 KT1158'TRACK, AND 6 FEET NORTH OF A GATE.  A STANDARD DISK, STAMPED
 KT1158'637.641 U 104 1932 AND SET IN THE TOP OF A CONCRETE POST
 KT1158'PROJECTING 8 INCHES ABOVE GROUND.
 KT1158
 KT1158                          STATION RECOVERY (1965)
 KT1158
 KT1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KT1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1372 ***********************************************************************
 JT1372  DESIGNATION -  U 105
 JT1372  PID         -  JT1372
 JT1372  STATE/COUNTY-  CA/SONOMA
 JT1372  USGS QUAD   -  CLOVERDALE (1975)
 JT1372
 JT1372                         *CURRENT SURVEY CONTROL
 JT1372  ___________________________________________________________________
 JT1372* NAD 83(1986)-  38 48 13.     (N)    123 00 46.     (W)     SCALED    
 JT1372* NAVD 88     -        98.95   (+/-2cm)     324.6    (feet)  VERTCON   
 JT1372  ___________________________________________________________________
 JT1372  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 JT1372  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1372
 JT1372.The horizontal coordinates were scaled from a topographic map and have
 JT1372.an estimated accuracy of +/- 6 seconds.
 JT1372.
 JT1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1372
 JT1372.The vertical order pertains to the NGVD 29 superseded value.
 JT1372
 JT1372.The geoid height was determined by GEOID09.
 JT1372
 JT1372;                    North         East    Units  Estimated Accuracy
 JT1372;SPC CA 2     -   626,700.    1,912,030.      MT  (+/- 180 meters Scaled)
 JT1372
 JT1372                          SUPERSEDED SURVEY CONTROL
 JT1372
 JT1372  NGVD 29 (??/??/92)   98.070  (m)          321.75   (f) ADJ UNCH    1 2
 JT1372
 JT1372.Superseded values are not recommended for survey control.
 JT1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1372.See file dsdata.txt to determine how the superseded data were derived.
 JT1372
 JT1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH988949(NAD 83)
 JT1372
 JT1372_MARKER: DB = BENCH MARK DISK
 JT1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1372_SP_SET: BUILDING
 JT1372_STAMPING: 321.640 U 105 1932
 JT1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1372
 JT1372  HISTORY     - Date     Condition        Report By
 JT1372  HISTORY     - 1932     MONUMENTED       CGS
 JT1372  HISTORY     - 1934     GOOD             CGS
 JT1372  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JT1372
 JT1372                          STATION DESCRIPTION
 JT1372
 JT1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1372'AT CLOVERDALE.
 JT1372'AT CLOVERDALE, SONOMA COUNTY, ON LAKE AVENUE, 120 FEET WEST
 JT1372'OF THE NORTHWESTERN PACIFIC RAILROAD TRACK, IN THE NORTH FACE
 JT1372'OF THE BRICK WAREHOUSE OWNED IN 1932 BY THE ITALIAN-SWISS
 JT1372'COLONY, 4 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 JT1372'AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 JT1372'321.640 U 105 1932 AND SET VERTICALLY.
 JT1372
 JT1372                          STATION RECOVERY (1987)
 JT1372
 JT1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1372'MARK NOT FOUND.
 JT1372
 JT1372                          STATION RECOVERY (1989)
 JT1372
 JT1372'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 JT1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0721 ***********************************************************************
 JT0721  DESIGNATION -  U 106
 JT0721  PID         -  JT0721
 JT0721  STATE/COUNTY-  CA/SONOMA
 JT0721  USGS QUAD   -  SANTA ROSA (1994)
 JT0721
 JT0721                         *CURRENT SURVEY CONTROL
 JT0721  ___________________________________________________________________
 JT0721* NAD 83(1986)-  38 26 15.     (N)    122 43 16.     (W)     SCALED    
 JT0721* NAVD 88     -        48.802  (meters)     160.11   (feet)  ADJUSTED  
 JT0721  ___________________________________________________________________
 JT0721  GEOID HEIGHT-         -31.43  (meters)                     GEOID09
 JT0721  DYNAMIC HT  -          48.771 (meters)     160.01  (feet)  COMP
 JT0721  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JT0721
 JT0721  VERT ORDER  -  FIRST     CLASS II
 JT0721
 JT0721.The horizontal coordinates were scaled from a topographic map and have
 JT0721.an estimated accuracy of +/- 6 seconds.
 JT0721.
 JT0721.The orthometric height was determined by differential leveling and
 JT0721.adjusted in June 1991.
 JT0721
 JT0721.Photographs are available for this station.
 JT0721
 JT0721.The geoid height was determined by GEOID09.
 JT0721
 JT0721.The dynamic height is computed by dividing the NAVD 88
 JT0721.geopotential number by the normal gravity value computed on the
 JT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0721.degrees latitude (g = 980.6199 gals.).
 JT0721
 JT0721.The modeled gravity was interpolated from observed gravity values.
 JT0721
 JT0721;                    North         East    Units  Estimated Accuracy
 JT0721;SPC CA 2     -   585,820.    1,937,040.      MT  (+/- 180 meters Scaled)
 JT0721
 JT0721                          SUPERSEDED SURVEY CONTROL
 JT0721
 JT0721  NGVD 29 (12/02/92)   47.944  (m)          157.30   (f) ADJUSTED    1 2
 JT0721
 JT0721.Superseded values are not recommended for survey control.
 JT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0721.See file dsdata.txt to determine how the superseded data were derived.
 JT0721
 JT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH243543(NAD 83)
 JT0721
 JT0721_MARKER: DB = BENCH MARK DISK
 JT0721_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JT0721_SP_SET: FOUNDATION WALL
 JT0721_STAMPING: U 106 1932 157.546
 JT0721_MARK LOGO: CGS   
 JT0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0721+STABILITY: SURFACE MOTION
 JT0721
 JT0721  HISTORY     - Date     Condition        Report By
 JT0721  HISTORY     - 1932     MONUMENTED       CGS
 JT0721  HISTORY     - 1934     GOOD             CGS
 JT0721  HISTORY     - 1984     GOOD             USPSQD
 JT0721  HISTORY     - 1987     GOOD             NGS
 JT0721
 JT0721                          STATION DESCRIPTION
 JT0721
 JT0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0721'AT SANTA ROSA.
 JT0721'AT SANTA ROSA, SONOMA COUNTY, AT THE NORTHWESTERN PACIFIC RAILROAD
 JT0721'STATION, IN THE WALL AT THE NORTH EDGE OF THE WEST DOOR TO THE
 JT0721'WAITING ROOM, AND ABOUT 2-1/2 FEET ABOVE THE PLATFORM.  A
 JT0721'STANDARD DISK, STAMPED 157.546 U 106 1932 AND SET VERTICALLY.
 JT0721
 JT0721                          STATION RECOVERY (1984)
 JT0721
 JT0721'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0721'RECOVERED IN GOOD CONDITION.
 JT0721
 JT0721                          STATION RECOVERY (1987)
 JT0721
 JT0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0717 ***********************************************************************
 HT0717  DESIGNATION -  U 108
 HT0717  PID         -  HT0717
 HT0717  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0717  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0717
 HT0717                         *CURRENT SURVEY CONTROL
 HT0717  ___________________________________________________________________
 HT0717* NAD 83(1986)-  37 48 25.     (N)    122 25 40.     (W)     SCALED    
 HT0717* NAVD 88     -        33.938  (meters)     111.34   (feet)  ADJUSTED  
 HT0717  ___________________________________________________________________
 HT0717  GEOID HEIGHT-         -32.50  (meters)                     GEOID09
 HT0717  DYNAMIC HT  -          33.916 (meters)     111.27  (feet)  COMP
 HT0717  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 HT0717
 HT0717  VERT ORDER  -  FIRST     CLASS I
 HT0717
 HT0717.The horizontal coordinates were scaled from a topographic map and have
 HT0717.an estimated accuracy of +/- 6 seconds.
 HT0717.
 HT0717.The orthometric height was determined by differential leveling and
 HT0717.adjusted in June 1991.
 HT0717
 HT0717.The geoid height was determined by GEOID09.
 HT0717
 HT0717.The dynamic height is computed by dividing the NAVD 88
 HT0717.geopotential number by the normal gravity value computed on the
 HT0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0717.degrees latitude (g = 980.6199 gals.).
 HT0717
 HT0717.The modeled gravity was interpolated from observed gravity values.
 HT0717
 HT0717;                    North         East    Units  Estimated Accuracy
 HT0717;SPC CA 3     -   646,790.    1,830,260.      MT  (+/- 180 meters Scaled)
 HT0717
 HT0717                          SUPERSEDED SURVEY CONTROL
 HT0717
 HT0717  NGVD 29 (??/??/??)   33.107  (m)          108.62   (f) ADJUSTED    1 1
 HT0717
 HT0717.Superseded values are not recommended for survey control.
 HT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0717.See file dsdata.txt to determine how the superseded data were derived.
 HT0717
 HT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG503845(NAD 83)
 HT0717
 HT0717_MARKER: DB = BENCH MARK DISK
 HT0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0717_SP_SET: BUILDING
 HT0717_STAMPING: U 108 1932
 HT0717_MARK LOGO: CGS   
 HT0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0717
 HT0717  HISTORY     - Date     Condition        Report By
 HT0717  HISTORY     - 1932     MONUMENTED       CGS
 HT0717  HISTORY     - 1952     GOOD             CGS
 HT0717  HISTORY     - 1969     GOOD             CGS
 HT0717  HISTORY     - 19880916 GOOD             NGS
 HT0717
 HT0717                          STATION DESCRIPTION
 HT0717
 HT0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0717'AT SAN FRANCISCO.
 HT0717'AT SAN FRANCISCO, AT FORT MASON, NORTH OF AND IN LINE WITH
 HT0717'THE WEST END OF BUILDING T-241, IN THE TOP OF THE CONCRETE ROOF
 HT0717'OF AN OLD GUN EMPLACEMENT (BUILDING NO. 242), 86 FEET NORTH OF
 HT0717'THE CENTER LINE OF FUNSTON STREET, 16.7 FEET NORTH OF THE
 HT0717'SOUTHWEST CORNER OF THE ROOF, 0.9 FOOT EAST OF THE WEST EDGE,
 HT0717'AND ABOUT 2 FEET HIGHER THAN THE STREET.
 HT0717
 HT0717                          STATION RECOVERY (1969)
 HT0717
 HT0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0717'RECOVERED IN GOOD CONDITION.
 HT0717
 HT0717                          STATION RECOVERY (1988)
 HT0717
 HT0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0717'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5 M
 HT0717'(1.6 FT) SOUTH OF A FENCE.  NOTE--BUILDING T 241 MENTIONED IN THE
 HT0717'ORIGINAL DESCRIPTION IS NOW BUILDING NUMBER 241-E.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1345 ***********************************************************************
 HT1345  DESIGNATION -  U 110
 HT1345  PID         -  HT1345
 HT1345  STATE/COUNTY-  CA/SANTA CLARA
 HT1345  USGS QUAD   -  PALO ALTO (1997)
 HT1345
 HT1345                         *CURRENT SURVEY CONTROL
 HT1345  ___________________________________________________________________
 HT1345* NAD 83(1986)-  37 25 36.18   (N)    122 10 16.80   (W)     HD_HELD1  
 HT1345* NAVD 88     -        28.92   (+/-2cm)      94.9    (feet)  VERTCON   
 HT1345  ___________________________________________________________________
 HT1345  GEOID HEIGHT-         -32.62  (meters)                     GEOID09
 HT1345  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1345
 HT1345.The horizontal coordinates were established by differentially corrected
 HT1345.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT1345.
 HT1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1345
 HT1345.The vertical order pertains to the NGVD 29 superseded value.
 HT1345
 HT1345.Photographs are available for this station.
 HT1345
 HT1345.The geoid height was determined by GEOID09.
 HT1345
 HT1345;                    North         East    Units  Estimated Accuracy
 HT1345;SPC CA 3     -   604,168.5   1,852,083.3     MT  (+/- 3 meters HH1 GPS) 
 HT1345
 HT1345                          SUPERSEDED SURVEY CONTROL
 HT1345
 HT1345  NGVD 29 (??/??/92)   28.077  (m)           92.12   (f) ADJ UNCH    1 2
 HT1345
 HT1345.Superseded values are not recommended for survey control.
 HT1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1345.See file dsdata.txt to determine how the superseded data were derived.
 HT1345
 HT1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7331842533(NAD 83)
 HT1345
 HT1345_MARKER: DB = BENCH MARK DISK
 HT1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1345_SP_SET: BUILDING
 HT1345_STAMPING: U 110 1932
 HT1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1345+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1997
 HT1345
 HT1345  HISTORY     - Date     Condition        Report By
 HT1345  HISTORY     - 1932     MONUMENTED       CGS
 HT1345  HISTORY     - 1954     GOOD             CGS
 HT1345  HISTORY     - 1967     GOOD             CGS
 HT1345  HISTORY     - 19970313 GOOD             NGS
 HT1345  HISTORY     - 20070609 GOOD             GEOCAC
 HT1345
 HT1345                          STATION DESCRIPTION
 HT1345
 HT1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1345'AT STANFORD UNIVERSITY.
 HT1345'ON THE STANFORD UNIVERSITY CAMPUS, 0.15 MILE NORTH OF THE
 HT1345'INTERSECTION OF LOMITA DRIVE AND SANTA TERESA STREET, ABOUT 114
 HT1345'YARDS EAST OF THE EAST CURB OF THE DRIVE, AT THE GRAPHIC ARTS
 HT1345'BUILDING, SET VERTICALLY IN THE EAST SANDSTONE WALL, 1.0 FOOT
 HT1345'NORTH OF THE SOUTHEAST CORNER, AND 3.6 FEET ABOVE THE SIDEWALK.
 HT1345
 HT1345                          STATION RECOVERY (1967)
 HT1345
 HT1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT1345'RECOVERED IN GOOD CONDITION.
 HT1345
 HT1345                          STATION RECOVERY (1997)
 HT1345
 HT1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 HT1345'SANTA TERESA ST.I SNOW ESCONDIA MALL.  LOMITA DRIVE IS NOW LOMITA
 HT1345'MALL.  ARTS BLDG. IS NOW BLDG 310, OFFICE OF THE UNIVERSITY PRESIDENT
 HT1345'ON SOUTH SIDE OF MAIN QUAD.  THIS IS GRAVITY BASE STATION 'STANFORD',
 HT1345'C 177.
 HT1345
 HT1345                          STATION RECOVERY (2007)
 HT1345
 HT1345'RECOVERY NOTE BY GEOCACHING 2007 (PFW)
 HT1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1197 ***********************************************************************
 KT1197  DESIGNATION -  UKIAH MAGNETIC=B 105
 KT1197  PID         -  KT1197
 KT1197  STATE/COUNTY-  CA/MENDOCINO
 KT1197  USGS QUAD   -  UKIAH (1975)
 KT1197
 KT1197                         *CURRENT SURVEY CONTROL
 KT1197  ___________________________________________________________________
 KT1197* NAD 83(1992)-  39 08 15.07814(N)    123 12 43.36649(W)     ADJUSTED  
 KT1197* NAVD 88     -       199.63   (+/-2cm)     655.0    (feet)  VERTCON   
 KT1197  ___________________________________________________________________
 KT1197  EPOCH DATE  -        1991.35
 KT1197  LAPLACE CORR-           3.36  (seconds)                    DEFLEC09
 KT1197  GEOID HEIGHT-         -30.13  (meters)                     GEOID09
 KT1197  HORZ ORDER  -  SECOND
 KT1197  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1197
 KT1197.The horizontal coordinates were established by classical geodetic methods
 KT1197.and adjusted by the National Geodetic Survey in March 1994.
 KT1197.
 KT1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1197
 KT1197.The vertical order pertains to the NGVD 29 superseded value.
 KT1197
 KT1197.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT1197
 KT1197.The geoid height was determined by GEOID09.
 KT1197
 KT1197;                    North         East     Units Scale Factor Converg.
 KT1197;SPC CA 2     -   663,971.689 1,895,220.346   MT  0.99991510   -0 45 51.0
 KT1197;SPC CA 2     - 2,178,380.45  6,217,902.09   sFT  0.99991510   -0 45 51.0
 KT1197;UTM  10      - 4,332,059.099   481,674.132   MT  0.99960414   -0 08 01.8
 KT1197
 KT1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT1197!SPC CA 2     -   0.99997341  x   0.99991510  =   0.99988851
 KT1197!UTM  10      -   0.99997341  x   0.99960414  =   0.99957756
 KT1197
 KT1197:                Primary Azimuth Mark                     Grid Az
 KT1197:SPC CA 2     -  UKIAH MUNICIPAL AIRPORT BEACON ON HILL   223 22 05.1
 KT1197:UTM  10      -  UKIAH MUNICIPAL AIRPORT BEACON ON HILL   222 44 15.9
 KT1197
 KT1197|---------------------------------------------------------------------|
 KT1197| PID    Reference Object                     Distance      Geod. Az  |
 KT1197|                                                           dddmmss.s |
 KT1197| KT2010 UKIAH MAGNETIC AZ MK                 99.828 METERS 00000     |
 KT1197| KT2024 UKIAH MAGNETIC RM 3                  42.632 METERS 01959     |
 KT1197| KT2023 UKIAH MAGNETIC RM 4                  31.887 METERS 02829     |
 KT1197| KT2025 UKIAH MAGNETIC A POINT               29.822 METERS 10237     |
 KT1197| KT2011 UKIAH LATITUDE 1925                  41.413 METERS 13547     |
 KT1197| KT2001 UKIAH MUNICIPAL AIRPORT BEACON ON H APPROX. 3.0 KM 2223614.1 |
 KT1197| DB6008 UKIAH MAGNETIC RM 1                  15.193 METERS 22349     |
 KT1197| DB6009 UKIAH MAGNETIC RM 2                  15.925 METERS 30730     |
 KT1197|---------------------------------------------------------------------|
 KT1197
 KT1197                          SUPERSEDED SURVEY CONTROL
 KT1197
 KT1197  NAD 83(1986)-  39 08 15.06464(N)    123 12 43.35952(W) AD(1984.00) 2
 KT1197  NAD 27      -  39 08 15.45700(N)    123 12 39.32700(W) AD(       ) 2
 KT1197  NGVD 29 (??/??/92)  198.755  (m)          652.08   (f) ADJ UNCH    1 2
 KT1197
 KT1197.Superseded values are not recommended for survey control.
 KT1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1197.See file dsdata.txt to determine how the superseded data were derived.
 KT1197
 KT1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8167432059(NAD 83)
 KT1197
 KT1197_MARKER: DM = MAGNETIC STATION DISK
 KT1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1197_STAMPING: 651.928 B 105 1932
 KT1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1197+STABILITY: SURFACE MOTION
 KT1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1197+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KT1197
 KT1197  HISTORY     - Date     Condition        Report By
 KT1197  HISTORY     - 1925     MONUMENTED       CGS
 KT1197  HISTORY     - 1949     GOOD             CGS
 KT1197  HISTORY     - 1964     GOOD             CGS
 KT1197  HISTORY     - 1964     GOOD             CGS
 KT1197  HISTORY     - 1977     GOOD             NGS
 KT1197  HISTORY     - 1977     GOOD             NGS
 KT1197  HISTORY     - 20030313 GOOD             INDIV
 KT1197
 KT1197                          STATION DESCRIPTION
 KT1197
 KT1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WM)
 KT1197'ABOUT 1 MILE SOUTH AND ONE-FOURTH MILE WEST OF CENTER OF UKIAH,
 KT1197'AT THE INTERNATIONAL LATITUDE OBSERVATORY, IN OPEN LOT NORTH
 KT1197'OF OBSERVATORY RESIDENCE, 126.4 FEET NORTHWEST OF NORTHWEST
 KT1197'CORNER OF OBSERVATORY, 124.7 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 KT1197'SHELTER AROUND THE OBSERVATORY MERIDIAN MARK, 49.8 FEET NORTH
 KT1197'OF FENCE, AND 38.6 FEET EAST OF FENCE ON WEST SIDE OF GROUNDS.
 KT1197'MARKED BY STANDARD MAGNETIC-STATION DISK IN TOP OF PYRAMIDAL
 KT1197'CONCRETE MONUMENT 48 INCHES LONG, 20 INCHES AT THE BASE AND
 KT1197'12 INCHES SQUARE AT THE TOP, WHICH PROJECTS 10 INCHES ABOVE
 KT1197'GROUND.  A CONCRETE PLATFORM 5 FEET IN DIAMTER SURROUNDS
 KT1197'STATION.
 KT1197
 KT1197                          STATION RECOVERY (1949)
 KT1197
 KT1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH)
 KT1197'STATION WAS FOUND IN GOOD CONDITION.  TWO REFERENCE MARKS AND
 KT1197'AN AZIMUTH MARK WERE SET.  A NEW DESCRIPTION FOLLOWS.
 KT1197'
 KT1197'STATION IS LOCATED ABOUT 1.1 MILES SOUTHWEST OF THE MENDOCINO
 KT1197'COUNTY COURTHOUSE IN THE CENTER OF UKIAH, ON THE GROUNDS OF
 KT1197'THE INTERNATIONAL LATITUDE OBSERVATORY, ABOUT 75 FEET NORTH
 KT1197'OF THE OBSERVATORY RESIDENCE AND 35 FEET EAST OF THE WEST
 KT1197'PROPERTY BOUNDRY FENCE.
 KT1197'
 KT1197'TO REACH THE STATION FROM THE MENDOCINO COUNTY COURTHOUSE IN
 KT1197'UKIAH, GO SOUTH ON HIGHWAY U.S. 101 (STATE STREET) FOR 0.9
 KT1197'MILE TO OBSERVATORY STREET, AT STANDARD OIL COMPANY BULK PLANT.
 KT1197'TURN RIGHT ON OBSERVATORY STREET AND FOLLOW PAVED ROAD WEST
 KT1197'FOR 0.2 MILE TO SOUTH DORA STREET.  CROSS SOUTH DORA STREET
 KT1197'AND CONTINUE WEST FOR 0.1 MILE TO THE OBSERVATORY AND STATION
 KT1197'ON THE RIGHT.
 KT1197'
 KT1197'STATION MARK, STAMPED 651.928 B105 1932, IS A STANDARD BRONZE
 KT1197'MAGNETIC DISK SET IN THE TOP OF A SQUARE 12 INCH CONCRETE
 KT1197'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  A CONCRETE
 KT1197'PLATFORM 5 FEET IN DIAMETER SURROUNDS THE STATION.
 KT1197'
 KT1197'REFERENCE MARK NUMBER 1, STAMPED UKIAH MAGNETIC NO 1 1925, IS
 KT1197'A STANDARD DISK SET IN THE TOP OF A SQUARE 12 INCH CONCRETE
 KT1197'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME
 KT1197'ELEVATION AS THE STATION.  IT IS 6 INCHES EAST OF THE WEST
 KT1197'BOUNDRY FENCELINE.
 KT1197'
 KT1197'REFERENCE MARK NUMBER 2, STAMPED UKIAH MAGNETIC NO 2 1925, IS
 KT1197'A STANDARD DISK SET IN THE TOP OF A SQUARE 12 INCH CONCRETE
 KT1197'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME
 KT1197'ELEVATION AS THE STATION.  IT IS 6 INCHES EAST OF THE WEST
 KT1197'BOUNDRY FENCELINE.
 KT1197'
 KT1197'AZIMUTH MARK, STAMPED UKIAH MAGNETIC 1925, IS A STANDARD DISK
 KT1197'CEMENTED IN A DRILL HOLE IN A RETAINING WALL OF DRIVEWAY TO
 KT1197'THE CRANE RESIDENCE.  TO REACH FROM THE STATION, GO WEST ON
 KT1197'OBSERVATORY STREET FOR 0.2 MILE TO ITS END.  TURN RIGHT AND
 KT1197'GO NORTH 1 BLOCK.  TURN LEFT AND GO WESTWARD FOR 1 BLOCK ON
 KT1197'CURVED ROADWAY TO THE CRANE RESIDENCE ON HILLSIDE, A PROMINENT,
 KT1197'MODERN BRICK DWELLING.  AZIMUTH MARK IS 19.9 FEET SOUTH OF
 KT1197'STEP UP FROM DRIVEWAY, 8.4 FEET WEST OF CENTERLINE OF
 KT1197'DRIVEWAY, 31.9 FEET NORTHWEST OF Y IN DRIVEWAY, 37.2 FEET
 KT1197'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, AND 1 FOOT
 KT1197'ABOVE THE DRIVEWAY.
 KT1197'
 KT1197'MAGNETIC STATION AZIMUTH MARK IS A 10 INCH SQUARE CONCRETE
 KT1197'POST PROJECTING 3.5 FEET ABOVE THE GROUND WITH A NOTCHED STEEL
 KT1197'ANGLE IRON FOR TARGET.  IT IS 1 FOOT SOUTH OF THE NORTH PROPERTY
 KT1197'FENCELINE, 78 FEET EAST OF THE WEST PROPERTY FENCELINE, AND
 KT1197'327.5 FEET NORTH OF THE STATION.
 KT1197
 KT1197                          STATION RECOVERY (1964)
 KT1197
 KT1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHS)
 KT1197'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NUMBER 1 AND
 KT1197'2, THE MAGNETIC STATION AZIMUTH MARK, AND UKIAH LATITUDE
 KT1197'(CENTER OF LATITUDE INSTRUMENT) WERE RECOVERED IN GOOD CONDITION
 KT1197'AND THE 1949 DESCRIPTION IS ADEQUATE.
 KT1197
 KT1197                          STATION RECOVERY (1964)
 KT1197
 KT1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KT1197'AT UKIAH.
 KT1197'AT UKIAH, AT THE INTERNATIONAL LATITUDE OBSERVATORY, 126.4 FEET
 KT1197'NORTHWEST OF THE NORTHWEST CORNER OF THE OBSERVATORY BUILDING
 KT1197'HOUSING THE ZENITH TELESCOPE, ABOUT 75 FEET NORTH OF THE OBSERVATORY
 KT1197'RESIDENCE, 35 FEET EAST OF THE WEST BOUNDARY FENCE, AND SET IN
 KT1197'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND
 KT1197'AND SURROUNDED BY A CONCRETE PLATFORM 5 FEET IN DIAMETER.
 KT1197
 KT1197                          STATION RECOVERY (1977)
 KT1197
 KT1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 KT1197'RECOVERED AS DESCRIBED, WITH ALL MARKS- RM 1 AND 2 AND AZIMUTH
 KT1197'MARK.
 KT1197'
 KT1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KT1197'0.9 MILES WEST.
 KT1197
 KT1197                          STATION RECOVERY (1977)
 KT1197
 KT1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JDS)
 KT1197'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AZIMUTH MARK
 KT1197'AND MAGNETIC STATION AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KT1197'ALL DIRECTIONS AND DISTANCES CHECKED WITH THE 1949 DATA.  THE
 KT1197'AZIMUTH MARK IS OBSTRUCTED FROM THE GROUND.  REFERENCE MARKS
 KT1197'3 AND 4 WERE SET AT THIS TIME.  REFERENCE MARK 3 WAS USED AS THE
 KT1197'ANTENNA SITE FOR GEOCEIVER STATION 51880 AND REFERENCE MARK 4 WAS
 KT1197'USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51960.  AN A
 KT1197'POINT WAS ESTABLISHED AND USED TO TIE THE VISUAL ZENITH TELESCOPE
 KT1197'TO THE STATION AND THE GEOCEIVER STATIONS.
 KT1197'A NEW DESCRIPTION FOLLOWS--
 KT1197'
 KT1197'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTHWEST OF THE CENTER OF
 KT1197'UKIAH AND 0.8 MILE NORTHWEST OF THE AIRPORT ON THE GROUNDS OF THE
 KT1197'INTERNATIONAL LATITUDE OBSERVATORY AT 432 OBSERVATORY AVENUE.
 KT1197'
 KT1197'TO REACH THE STATION FROM THE MENDOCINO COUNTY COURTHOUSE GO SOUTH ON
 KT1197'SOUTH STATE STREET (OLD U.S. HIGHWAY 101) FOR 0.85 MILE TO
 KT1197'OBSERVATORY AVENUE ON THE RIGHT.  TURN RIGHT ON OBSERVATORY AVENUE
 KT1197'AND GO WEST FOR 0.2 MILE TO SOUTH DORA STREET.  CROSS SOUTH DORA AND
 KT1197'CONTINUE WEST ON OBSERVATORY AVENUE FOR 0.1 MILE TO THE
 KT1197'INTERNATIONAL LATITUDE OBSERVATORY AND STATION ON THE RIGHT.
 KT1197'TO REACH THE AZIMUTH MARK FROM HERE CONTINUE WEST ON
 KT1197'OBSERVATORY AVENUE FOR 0.15 MILE TO ITS END AT HELEN AVENUE.
 KT1197'TURN RIGHT ON HELEN AVENUE AND GO NORTH FOR 0.1 MILE
 KT1197'TO BANKER BOULEVARD ON THE LEFT.  TURN LEFT ON
 KT1197'BANKER BOULEVARD AND GO WESTERLY UP THE HILL FOR 0.05 MILE TO THE
 KT1197'FRANK CRANE RESIDENCE AND AZIMUTH MARK ON THE LEFT.
 KT1197'
 KT1197'THE STATION MARK IS A STANDARD MAGNETIC STATION DISK, STAMPED B
 KT1197'105 1932 651.928, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 KT1197'MONUMENT THAT PROJECTS 8-INCHES ABOVE A BROKEN CONCRETE PLATFORM
 KT1197'THAT IS ROUGHLY 5 FEET IN DIAMETER.  IT IS 127 FEET SOUTHWEST OF
 KT1197'THE CENTER OF THE MERIDIAN MARKER BUILDING, 116 FEET WEST-NORTHWEST
 KT1197'OF THE NORTHWEST CORNER OF THE GEOCEIVER BUILDING AND 39 FEET EAST OF
 KT1197'THE WEST BOUNDARY FENCE.
 KT1197'
 KT1197'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UKIAH MAGNETIC NO 1
 KT1197'1925, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KT1197'PROJECTING 4-INCHES.  IT IS 215 FEET NORTH OF THE CENTER LINE OF
 KT1197'OBSERVATORY AVENUE, 182 FEET NORTH OF THE SOUTH BOUNDARY FENCE
 KT1197'AND 1.0 FOOT EAST OF THE WEST BOUNDARY FENCE.
 KT1197'
 KT1197'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UKIAH MAGNETIC NO 2
 KT1197'1925, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KT1197'PROJECTING 6-INCHES.  IT IS 283.1 FEET NORTH OF THE CENTER LINE OF
 KT1197'OBSERVATORY AVENUE, 146 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 KT1197'MERIDAN MARKER BUILDING AND 0.7 FOOT EAST OF THE WEST BOUNDARY
 KT1197'FENCE.
 KT1197'
 KT1197'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED UKIAH MAGNETIC 1925 NO 3
 KT1197'1977, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KT1197'HAS 3 3/4-INCH BOLTS SET IN A TRIANGLE AROUND THE DISK AND PROJECTS
 KT1197'4-INCHES.  IT IS 244 FEET SOUTH OF THE CENTER LINE OF LUCE AVENUE,
 KT1197'210 FEET SOUTH OF THE NORTH BOUNDARY FENCE, 110.5 FEET WEST OF
 KT1197'THE EAST BOUNDARY FENCE, 100 FEET EAST OF THE WEST BOUNDARY FENCE
 KT1197'AND 66 FEET NORTHWEST OF THE CENTER OF THE MERIDIAN MARKER
 KT1197'BUILDING.
 KT1197'
 KT1197'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED UKIAH MAGNETIC 1925 NO 4
 KT1197'1977, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KT1197'HAS 3 3/4-INCH BOLTS SET IN A TRIANGLE AROUND THE DISK AND PROJECTS
 KT1197'5-INCHES.  IT IS 283.5 FEET SOUTH OF THE CENTER LINE OF LUCE
 KT1197'AVENUE, 112 FEET WEST OF THE EAST BOUDARY FENCE, 98 FEET EAST OF
 KT1197'THE WEST BOUNDARY FENCE AND 45 FEET WEST OF THE CENTER OF THE
 KT1197'MERIDIAN MARKER BUILDING.
 KT1197'
 KT1197'MAGNETIC STATION AZIMUTH MARK IS THE NOTCH IN A 8 1/2-INCH LONG
 KT1197'ANGLE IRON BOLTED TO THE TOP OF A CONCRETE PYRAMID 8 BY 10-INCHES AT
 KT1197'THE TOP AND 8 BY 15-INCHES AT THE BOTTOM AND PROJECTING 37-INCHES.
 KT1197'IT IS 83.5 FEET NORTHWEST OF A 43-INCH DIAMETER OAK TREE, 79 FEET
 KT1197'WEST OF THE WEST GATE POST IN THE NORTH GATE TO THE OBSERVATORY,
 KT1197'36 FEET SOUTH OF THE CENTER LINE OF LUCE AVENUE AND 2.0 FEET SOUTH
 KT1197'OF THE NORTH BOUNDARY FENCE.
 KT1197'
 KT1197'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UKIAH MAGNETIC 1925, SET
 KT1197'IN A DRILL HOLE IN THE 6-INCH WIDE CONCRETE CURB ON THE WEST SIDE OF
 KT1197'THE CIRCLE DRIVE AT THE FRANK CRANE RESIDENCE.  IT IS 37.2 FEET
 KT1197'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 19.9 FEET SOUTH OF
 KT1197'THE STEPS LEADING TO THE HOUSE AND 8.4 FEET WEST OF THE
 KT1197'CENTERLINE OF THE DRIVEWAY.
 KT1197'
 KT1197'THE A POINT IS THE CENTER OF A FINISHING NAIL SET FLUSH IN THE TOP
 KT1197'OF A 5-INCH CONCRETE POST 2.0 FEET LONG AND SETTING 3-INCHES BELOW
 KT1197'THE SURFACE.  IT IS 69.3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KT1197'LATITUDE OBSERVATORY BUILDING, 18.5 FEET WEST-NORTHWEST OF THE
 KT1197'NORTHWEST CORNER OF THE GEOCEIVER BUILDING AND 12.8 FEET
 KT1197'SOUTH-SOUTHEAST OF A 18-INCH PINE TREE.
 KT1197'
 KT1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WITHIN CITY LIMITS
 KT1197'OF UKIAH.
 KT1197
 KT1197                          STATION RECOVERY (2003)
 KT1197
 KT1197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KC)
 KT1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1335 ***********************************************************************
 HT1335  DESIGNATION -  UU 110
 HT1335  PID         -  HT1335
 HT1335  STATE/COUNTY-  CA/SAN MATEO
 HT1335  USGS QUAD   -  PALO ALTO (1997)
 HT1335
 HT1335                         *CURRENT SURVEY CONTROL
 HT1335  ___________________________________________________________________
 HT1335* NAD 83(1986)-  37 27 13.12   (N)    122 10 58.27   (W)     HD_HELD1  
 HT1335* NAVD 88     -        22.51   (+/-2cm)      73.9    (feet)  VERTCON   
 HT1335  ___________________________________________________________________
 HT1335  GEOID HEIGHT-         -32.61  (meters)                     GEOID09
 HT1335  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1335
 HT1335.The horizontal coordinates were established by differentially corrected
 HT1335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT1335.
 HT1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1335
 HT1335.The vertical order pertains to the NGVD 29 superseded value.
 HT1335
 HT1335.Photographs are available for this station.
 HT1335
 HT1335.The geoid height was determined by GEOID09.
 HT1335
 HT1335;                    North         East    Units  Estimated Accuracy
 HT1335;SPC CA 3     -   607,174.7   1,851,117.6     MT  (+/- 3 meters HH1 GPS) 
 HT1335
 HT1335                          SUPERSEDED SURVEY CONTROL
 HT1335
 HT1335  NGVD 29 (??/??/92)   21.679  (m)           71.13   (f) ADJ UNCH    1 2
 HT1335
 HT1335.Superseded values are not recommended for survey control.
 HT1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1335.See file dsdata.txt to determine how the superseded data were derived.
 HT1335
 HT1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7227245511(NAD 83)
 HT1335
 HT1335_MARKER: DB = BENCH MARK DISK
 HT1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1335_SP_SET: GRANITE BLOCK FOUNDATION
 HT1335_STAMPING: UU 110 1932
 HT1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1335+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 HT1335
 HT1335  HISTORY     - Date     Condition        Report By
 HT1335  HISTORY     - 1932     MONUMENTED       CGS
 HT1335  HISTORY     - 1954     GOOD             CGS
 HT1335  HISTORY     - 1967     GOOD             CGS
 HT1335  HISTORY     - 20030125 GOOD             INDIV
 HT1335  HISTORY     - 20080407 GOOD             GEOCAC
 HT1335
 HT1335                          STATION DESCRIPTION
 HT1335
 HT1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1335'AT MENLO PARK.
 HT1335'AT MENLO PARK, 0.1 MILE SOUTHWEST OF THE SOUTHERN PACIFIC COMPANY
 HT1335'RAILROAD STATION, AT THE INTERSECTION OF SANTA CRUZ AVENUE AND
 HT1335'EL CAMINO REAL (U.S. HIGHWAY 101), AT THE ELLIOT BUILDING, IN
 HT1335'THE TOP OF A PROJECTION OF THE GRANITE BLOCK FOUNDATION, BETWEEN
 HT1335'TWO GRANITE BLOCK COLUMNS, 15.9 FEET SOUTHEAST OF THE SOUTHEAST
 HT1335'CURB OF THE AVENUE, 12.5 FEET NORTHEAST OF THE NORTHEAST CURB OF
 HT1335'THE HIGHWAY, 0.3 FOOT SOUTHWEST OF THE SOUTHWEST BRICK WALL, AND
 HT1335'2.0 FEET ABOVE THE SIDEWALK.
 HT1335
 HT1335                          STATION RECOVERY (1967)
 HT1335
 HT1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT1335'RECOVERED IN GOOD CONDITION.
 HT1335
 HT1335                          STATION RECOVERY (2003)
 HT1335
 HT1335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBT)
 HT1335'DESCRIPTION ADEQUATE WITH FOLLOWING UPDATE - EL CAMINO REAL IN THIS
 HT1335'AREA IS NOW HIGHWAY 82, U.S. HIGHWAY 101 IS THE FREEWAY APPROX. 1 1/2
 HT1335'MILES TO THE NORTHEAST.
 HT1335' 
 HT1335'GPS READING WITH HANDHELD GARMIN ETRAX VENTURE N37 27 13.4 W122 10
 HT1335'57.9
 HT1335
 HT1335                          STATION RECOVERY (2008)
 HT1335
 HT1335'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 HT1335'N 37 27 13.1  W 122 10 58.1 HH2 (NAD83)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0387 ***********************************************************************
 LV0387  DESIGNATION -  V 100
 LV0387  PID         -  LV0387
 LV0387  STATE/COUNTY-  CA/HUMBOLDT
 LV0387  USGS QUAD   -  SCOTIA (1970)
 LV0387
 LV0387                         *CURRENT SURVEY CONTROL
 LV0387  ___________________________________________________________________
 LV0387* NAD 83(1986)-  40 27 15.     (N)    124 00 44.     (W)     SCALED    
 LV0387* NAVD 88     -        42.93   (+/-2cm)     140.8    (feet)  VERTCON   
 LV0387  ___________________________________________________________________
 LV0387  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0387
 LV0387.The horizontal coordinates were scaled from a topographic map and have
 LV0387.an estimated accuracy of +/- 6 seconds.
 LV0387.
 LV0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0387
 LV0387.The vertical order pertains to the NGVD 29 superseded value.
 LV0387
 LV0387.The geoid height was determined by GEOID09.
 LV0387
 LV0387;                    North         East    Units  Estimated Accuracy
 LV0387;SPC CA 1     -   626,410.    1,829,340.      MT  (+/- 180 meters Scaled)
 LV0387
 LV0387                          SUPERSEDED SURVEY CONTROL
 LV0387
 LV0387  NGVD 29 (??/??/??)   41.964  (m)          137.68   (f) ADJUSTED    1 2
 LV0387
 LV0387.Superseded values are not recommended for survey control.
 LV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0387.See file dsdata.txt to determine how the superseded data were derived.
 LV0387
 LV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK141786(NAD 83)
 LV0387
 LV0387_MARKER: DB = BENCH MARK DISK
 LV0387_SETTING: 80 = SET IN A BOULDER
 LV0387_SP_SET: BOULDER
 LV0387_STAMPING: V 100 1931 137.250
 LV0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0387+STABILITY: SURFACE MOTION
 LV0387
 LV0387  HISTORY     - Date     Condition        Report By
 LV0387  HISTORY     - 1931     MONUMENTED       CGS
 LV0387  HISTORY     - 1967     GOOD             CGS
 LV0387  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0387
 LV0387                          STATION DESCRIPTION
 LV0387
 LV0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0387'6.8 MI SE FROM SCOTIA.
 LV0387'6.8 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 LV0387'THE STATION AT SCOTIA, IN THE TOP OF A 4- BY 6-FOOT SANDSTONE
 LV0387'BOULDER PROTRUDING FROM A CUT BANK, 19 RAILS EAST OF MILEPOST
 LV0387'249, 15 FEET NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET HIGHER THAN
 LV0387'THE TRACK.
 LV0387
 LV0387                          STATION RECOVERY (1967)
 LV0387
 LV0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1484 ***********************************************************************
 KT1484  DESIGNATION -  V 102
 KT1484  PID         -  KT1484
 KT1484  STATE/COUNTY-  CA/MENDOCINO
 KT1484  USGS QUAD   -  LEGGETT (1994)
 KT1484
 KT1484                         *CURRENT SURVEY CONTROL
 KT1484  ___________________________________________________________________
 KT1484* NAD 83(1986)-  39 49 33.     (N)    123 40 26.     (W)     SCALED    
 KT1484* NAVD 88     -       391.88   (+/-2cm)    1285.7    (feet)  VERTCON   
 KT1484  ___________________________________________________________________
 KT1484  GEOID HEIGHT-         -29.93  (meters)                     GEOID09
 KT1484  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1484
 KT1484.The horizontal coordinates were scaled from a topographic map and have
 KT1484.an estimated accuracy of +/- 6 seconds.
 KT1484.
 KT1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1484
 KT1484.The vertical order pertains to the NGVD 29 superseded value.
 KT1484
 KT1484.The geoid height was determined by GEOID09.
 KT1484
 KT1484;                    North         East    Units  Estimated Accuracy
 KT1484;SPC CA 2     -   741,010.    1,856,710.      MT  (+/- 180 meters Scaled)
 KT1484
 KT1484                          SUPERSEDED SURVEY CONTROL
 KT1484
 KT1484  NGVD 29 (??/??/92)  390.950  (m)         1282.64   (f) ADJ UNCH    1 2
 KT1484
 KT1484.Superseded values are not recommended for survey control.
 KT1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1484.See file dsdata.txt to determine how the superseded data were derived.
 KT1484
 KT1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK423086(NAD 83)
 KT1484
 KT1484_MARKER: DB = BENCH MARK DISK
 KT1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1484_STAMPING: V 102 1931 1282.540
 KT1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1484+STABILITY: SURFACE MOTION
 KT1484
 KT1484  HISTORY     - Date     Condition        Report By
 KT1484  HISTORY     - 1931     MONUMENTED       CGS
 KT1484  HISTORY     - 1967     GOOD             CGS
 KT1484  HISTORY     - 1972     GOOD             USGS
 KT1484
 KT1484                          STATION DESCRIPTION
 KT1484
 KT1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1484'4.6 MI SE FROM LEGGETT.
 KT1484'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1484'AT LEGGETT, 0.1 MILE NORTHWEST OF A REALTY OFFICE BUILDING, ABOUT
 KT1484'MIDWAY BETWEEN CUT BANKS, 100 FEET SOUTHEAST OF CULVERT 87.62,
 KT1484'42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 KT1484'NORTH OF THE NORTHWEST END OF A CUT BANK, 0.9 FOOT SOUTHWEST OF
 KT1484'A CALIFORNIA STATE WITNESS POST MARKED BM, ABOUT 20 FEET HIGHER
 KT1484'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1484'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 KT1484
 KT1484                          STATION RECOVERY (1972)
 KT1484
 KT1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1159 ***********************************************************************
 KT1159  DESIGNATION -  V 104 CAHD
 KT1159  PID         -  KT1159
 KT1159  STATE/COUNTY-  CA/MENDOCINO
 KT1159  USGS QUAD   -  UKIAH (1975)
 KT1159
 KT1159                         *CURRENT SURVEY CONTROL
 KT1159  ___________________________________________________________________
 KT1159* NAD 83(1986)-  39 11 38.     (N)    123 12 13.     (W)     SCALED    
 KT1159* NAVD 88     -       193.95   (+/-2cm)     636.3    (feet)  VERTCON   
 KT1159  ___________________________________________________________________
 KT1159  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 KT1159  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1159
 KT1159.The horizontal coordinates were scaled from a topographic map and have
 KT1159.an estimated accuracy of +/- 6 seconds.
 KT1159.
 KT1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1159
 KT1159.The vertical order pertains to the NGVD 29 superseded value.
 KT1159
 KT1159.The geoid height was determined by GEOID09.
 KT1159
 KT1159;                    North         East    Units  Estimated Accuracy
 KT1159;SPC CA 2     -   670,220.    1,896,030.      MT  (+/- 180 meters Scaled)
 KT1159
 KT1159                          SUPERSEDED SURVEY CONTROL
 KT1159
 KT1159  NGVD 29 (??/??/92)  193.078  (m)          633.46   (f) ADJ UNCH    1 2
 KT1159
 KT1159.Superseded values are not recommended for survey control.
 KT1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1159.See file dsdata.txt to determine how the superseded data were derived.
 KT1159
 KT1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ824383(NAD 83)
 KT1159
 KT1159_MARKER: DD = SURVEY DISK
 KT1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1159_STAMPING: V 104 1932
 KT1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1159+STABILITY: SURFACE MOTION
 KT1159
 KT1159  HISTORY     - Date     Condition        Report By
 KT1159  HISTORY     - 1932     MONUMENTED       CADH
 KT1159  HISTORY     - 1949     GOOD             CGS
 KT1159  HISTORY     - 1965     MARK NOT FOUND   USGS
 KT1159
 KT1159                          STATION DESCRIPTION
 KT1159
 KT1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KT1159'3 MI N FROM UKIAH.
 KT1159'3.0 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1159'THE STATION AT UKIAH, MEDOCINO COUNTY, AT THE POTTER VALLEY
 KT1159'HIGHWAY CROSSING, 80 FEET NORTH OF THE CENTERLINE OF THE
 KT1159'HIGHWAY, AND 47 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.
 KT1159'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED V 104
 KT1159'1932 AND SET IN THE TOPO OF A CONCRETE POST PROJECTING 1 INCH
 KT1159'ABOVE GROUND.
 KT1159
 KT1159                          STATION RECOVERY (1965)
 KT1159
 KT1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KT1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1373 ***********************************************************************
 JT1373  DESIGNATION -  V 105
 JT1373  PID         -  JT1373
 JT1373  STATE/COUNTY-  CA/SONOMA
 JT1373  USGS QUAD   -  CLOVERDALE (1975)
 JT1373
 JT1373                         *CURRENT SURVEY CONTROL
 JT1373  ___________________________________________________________________
 JT1373* NAD 83(1986)-  38 48 13.     (N)    123 00 47.     (W)     SCALED    
 JT1373* NAVD 88     -        97.24   (+/-2cm)     319.0    (feet)  VERTCON   
 JT1373  ___________________________________________________________________
 JT1373  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 JT1373  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1373
 JT1373.The horizontal coordinates were scaled from a topographic map and have
 JT1373.an estimated accuracy of +/- 6 seconds.
 JT1373.
 JT1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1373
 JT1373.The vertical order pertains to the NGVD 29 superseded value.
 JT1373
 JT1373.The geoid height was determined by GEOID09.
 JT1373
 JT1373;                    North         East    Units  Estimated Accuracy
 JT1373;SPC CA 2     -   626,700.    1,912,010.      MT  (+/- 180 meters Scaled)
 JT1373
 JT1373                          SUPERSEDED SURVEY CONTROL
 JT1373
 JT1373  NGVD 29 (??/??/92)   96.365  (m)          316.16   (f) ADJ UNCH    1 2
 JT1373
 JT1373.Superseded values are not recommended for survey control.
 JT1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1373.See file dsdata.txt to determine how the superseded data were derived.
 JT1373
 JT1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH988949(NAD 83)
 JT1373
 JT1373_MARKER: DB = BENCH MARK DISK
 JT1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1373_STAMPING: V 105 1932
 JT1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1373+STABILITY: SURFACE MOTION
 JT1373
 JT1373  HISTORY     - Date     Condition        Report By
 JT1373  HISTORY     - 1932     MONUMENTED       CADH
 JT1373  HISTORY     - 1934     GOOD             CGS
 JT1373  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1373  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1373
 JT1373                          STATION DESCRIPTION
 JT1373
 JT1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1373'AT CLOVERDALE.
 JT1373'AT CLOVERDALE, SONOMA COUNTY, 130 FEET WEST OF THE NORTHWESTERN
 JT1373'PACIFIC RAILROAD STATION, AT THE NORTHEAST CORNER OF THE
 JT1373'INTERSECTION OF EAST STREET AND RAILROAD AVENUE, AND AT THE
 JT1373'SOUTHEAST CORNER OF AN OLD CANNERY.  A CALIFORNIA DIVISION
 JT1373'OF HIGHWAYS STANDARD DISK, STAMPED V 105 1932 AND SET IN THE
 JT1373'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JT1373
 JT1373                          STATION RECOVERY (1960)
 JT1373
 JT1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1373'MARK NOT FOUND.
 JT1373
 JT1373                          STATION RECOVERY (1987)
 JT1373
 JT1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0731 ***********************************************************************
 HT0731  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0731  DESIGNATION -  V 108
 HT0731  PID         -  HT0731
 HT0731  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0731  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0731
 HT0731                         *CURRENT SURVEY CONTROL
 HT0731  ___________________________________________________________________
 HT0731* NAD 83(1986)-  37 48 13.     (N)    122 24 53.     (W)     SCALED    
 HT0731* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 HT0731  ___________________________________________________________________
 HT0731  GEOID HEIGHT-         -32.49  (meters)                     GEOID09
 HT0731  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0731
 HT0731.The horizontal coordinates were scaled from a topographic map and have
 HT0731.an estimated accuracy of +/- 6 seconds.
 HT0731.
 HT0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0731
 HT0731.The vertical order pertains to the NGVD 29 superseded value.
 HT0731
 HT0731.This Tidal Bench Mark is designated as VM 8092
 HT0731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HT0731
 HT0731.The geoid height was determined by GEOID09.
 HT0731
 HT0731;                    North         East    Units  Estimated Accuracy
 HT0731;SPC CA 3     -   646,400.    1,831,400.      MT  (+/- 180 meters Scaled)
 HT0731
 HT0731                          SUPERSEDED SURVEY CONTROL
 HT0731
 HT0731  NGVD 29 (??/??/??)    9.141  (m)           29.99   (f) ADJUSTED    1 1
 HT0731
 HT0731.Superseded values are not recommended for survey control.
 HT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0731.See file dsdata.txt to determine how the superseded data were derived.
 HT0731
 HT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG515841(NAD 83)
 HT0731
 HT0731_MARKER: DB = BENCH MARK DISK
 HT0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0731_SP_SET: BUILDING
 HT0731_STAMPING: V 108 1932
 HT0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0731
 HT0731  HISTORY     - Date     Condition        Report By
 HT0731  HISTORY     - 1932     MONUMENTED       CGS
 HT0731  HISTORY     - 1956     GOOD             CGS
 HT0731  HISTORY     - 1969     GOOD             CGS
 HT0731  HISTORY     - 19881011 MARK NOT FOUND   NGS
 HT0731
 HT0731                          STATION DESCRIPTION
 HT0731
 HT0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HT0731'AT SAN FRANCISCO.
 HT0731'AT SAN FRANCISCO, AT THE INTERSECTION OF COLUMBUS AVENUE, CHESTNUT
 HT0731'STREET AND TAYLOR STREET, AT THE COLUMBUS FURNITURE WAREHOUSE
 HT0731'BUILDING 950, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 HT0731'WALL OF THE BUILDING, 3.9 FEET ABOVE THE SIDEWALK, 3.5 FEET EAST
 HT0731'OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT 4 FEET HIGHER
 HT0731'THAN THE STREETS.
 HT0731
 HT0731                          STATION RECOVERY (1969)
 HT0731
 HT0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HT0731'RECOVERED IN GOOD CONDITION.
 HT0731
 HT0731                          STATION RECOVERY (1988)
 HT0731
 HT0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS3226 ***********************************************************************
 HS3226  DESIGNATION -  V 111
 HS3226  PID         -  HS3226
 HS3226  STATE/COUNTY-  CA/SANTA CLARA
 HS3226  USGS QUAD   -  SAN JOSE WEST (1980)
 HS3226
 HS3226                         *CURRENT SURVEY CONTROL
 HS3226  ___________________________________________________________________
 HS3226* NAD 83(1986)-  37 20 49.     (N)    121 56 25.     (W)     SCALED    
 HS3226* NAVD 88     -        24.77   (+/-2cm)      81.3    (feet)  VERTCON   
 HS3226  ___________________________________________________________________
 HS3226  GEOID HEIGHT-         -32.69  (meters)                     GEOID09
 HS3226  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3226
 HS3226.The horizontal coordinates were scaled from a topographic map and have
 HS3226.an estimated accuracy of +/- 6 seconds.
 HS3226.
 HS3226.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3226
 HS3226.The vertical order pertains to the NGVD 29 superseded value.
 HS3226
 HS3226.The geoid height was determined by GEOID09.
 HS3226
 HS3226;                    North         East    Units  Estimated Accuracy
 HS3226;SPC CA 3     -   594,980.    1,872,390.      MT  (+/- 180 meters Scaled)
 HS3226
 HS3226                          SUPERSEDED SURVEY CONTROL
 HS3226
 HS3226  NGVD 29 (??/??/92)   23.936  (m)           78.53   (f) ADJ UNCH    1 2
 HS3226
 HS3226.Superseded values are not recommended for survey control.
 HS3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3226.See file dsdata.txt to determine how the superseded data were derived.
 HS3226
 HS3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG938338(NAD 83)
 HS3226
 HS3226_MARKER: DB = BENCH MARK DISK
 HS3226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3226_SP_SET: BALUSTRADE
 HS3226_STAMPING: V 111 1932 87.987 054
 HS3226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3226
 HS3226  HISTORY     - Date     Condition        Report By
 HS3226  HISTORY     - 1932     MONUMENTED       CGS
 HS3226  HISTORY     - 1954     GOOD             CGS
 HS3226  HISTORY     - 1967     GOOD             CGS
 HS3226
 HS3226                          STATION DESCRIPTION
 HS3226
 HS3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HS3226'AT SANTA CLARA.
 HS3226'AT SANTA CLARA, AT THE SCIENCE BUILDING OF SANTA CLARA
 HS3226'UNIVERSITY, IN THE TOP OF THE WEST BALUSTRADE OF THE SOUTH
 HS3226'ENTRANCE, 1.6 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING, 1.0
 HS3226'FOOT EAST OF THE WEST EDGE OF THE BALUSTRADE, AND 2.3 FEET
 HS3226'ABOVE THE GROUND.
 HS3226
 HS3226                          STATION RECOVERY (1967)
 HS3226
 HS3226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HS3226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0556 ***********************************************************************
 HT0556  DESIGNATION -  VV 109
 HT0556  PID         -  HT0556
 HT0556  STATE/COUNTY-  CA/SAN MATEO
 HT0556  USGS QUAD   -  SAN MATEO (1997)
 HT0556
 HT0556                         *CURRENT SURVEY CONTROL
 HT0556  ___________________________________________________________________
 HT0556* NAD 83(1986)-  37 34 50.73   (N)    122 20 41.37   (W)     HD_HELD1  
 HT0556* NAVD 88     -         9.40   (+/-2cm)      30.8    (feet)  VERTCON   
 HT0556  ___________________________________________________________________
 HT0556  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0556  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0556
 HT0556.The horizontal coordinates were established by differentially corrected
 HT0556.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 HT0556.
 HT0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0556
 HT0556.The vertical order pertains to the NGVD 29 superseded value.
 HT0556
 HT0556.Photographs are available for this station.
 HT0556
 HT0556.The geoid height was determined by GEOID09.
 HT0556
 HT0556;                    North         East    Units  Estimated Accuracy
 HT0556;SPC CA 3     -   621,549.2   1,837,067.8     MT  (+/- 3 meters HH1 GPS) 
 HT0556
 HT0556                          SUPERSEDED SURVEY CONTROL
 HT0556
 HT0556  NGVD 29 (??/??/92)    8.565  (m)           28.10   (f) ADJ UNCH    1 2
 HT0556
 HT0556.Superseded values are not recommended for survey control.
 HT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0556.See file dsdata.txt to determine how the superseded data were derived.
 HT0556
 HT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG5784859502(NAD 83)
 HT0556
 HT0556_MARKER: DB = BENCH MARK DISK
 HT0556_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT0556+WITH SETTING: PAVEMENT
 HT0556_SP_SET: FLAGPOLE BASE
 HT0556_STAMPING: VV 109 1932
 HT0556_MARK LOGO: CGS   
 HT0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0556+STABILITY: SURFACE MOTION
 HT0556
 HT0556  HISTORY     - Date     Condition        Report By
 HT0556  HISTORY     - 1932     MONUMENTED       CGS
 HT0556  HISTORY     - 1952     GOOD             CGS
 HT0556  HISTORY     - 1965     GOOD             CGS
 HT0556  HISTORY     - 1986     GOOD             NGS
 HT0556  HISTORY     - 20090111 POOR             GEOCAC
 HT0556
 HT0556                          STATION DESCRIPTION
 HT0556
 HT0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0556'AT BURLINGAME.
 HT0556'AT BURLINGAME, AT WASHINGTON PARK, ABOUT 100 YARDS NORTH OF AND
 HT0556'ACROSS THE TRACKS FROM THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0556'STATION, IN THE TOP OF THE SOUTH CONCRETE BASE FOR A FLAGPOLE,
 HT0556'ABOUT 45 YARDS NORTHEAST OF THE APPROXIMATE CENTER OF THE
 HT0556'JUNCTION OF CAROLAN AND NORTH LANE AVENUES, 22.5 FEET SOUTHWEST
 HT0556'OF THE WEST CORNER OF A WIRE FENCE AROUND A TENNIS COURT, 17.3
 HT0556'FEET NORTH OF A STREET LIGHT, AND 1.6 FEET ABOVE THE GROUND.
 HT0556
 HT0556                          STATION RECOVERY (1965)
 HT0556
 HT0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT0556'RECOVERED IN GOOD CONDITION.
 HT0556
 HT0556                          STATION RECOVERY (1986)
 HT0556
 HT0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0556'RECOVERED IN GOOD CONDITION.
 HT0556
 HT0556                          STATION RECOVERY (2009)
 HT0556
 HT0556'RECOVERY NOTE BY GEOCACHING 2009 (RM)
 HT0556'THE MARK'S SURFACE IS DAMAGED.  THE DISK'S STAMPING IS DIFFICULT TO
 HT0556'READ BUT IS
 HT0556'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1316 ***********************************************************************
 LU1316  DESIGNATION -  W 100
 LU1316  PID         -  LU1316
 LU1316  STATE/COUNTY-  CA/HUMBOLDT
 LU1316  USGS QUAD   -  REDCREST (1969)
 LU1316
 LU1316                         *CURRENT SURVEY CONTROL
 LU1316  ___________________________________________________________________
 LU1316* NAD 83(1986)-  40 26 53.     (N)    123 59 04.     (W)     SCALED    
 LU1316* NAVD 88     -        40.43   (+/-2cm)     132.6    (feet)  VERTCON   
 LU1316  ___________________________________________________________________
 LU1316  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LU1316  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1316
 LU1316.The horizontal coordinates were scaled from a topographic map and have
 LU1316.an estimated accuracy of +/- 6 seconds.
 LU1316.
 LU1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1316
 LU1316.The vertical order pertains to the NGVD 29 superseded value.
 LU1316
 LU1316.The geoid height was determined by GEOID09.
 LU1316
 LU1316;                    North         East    Units  Estimated Accuracy
 LU1316;SPC CA 1     -   625,680.    1,831,680.      MT  (+/- 180 meters Scaled)
 LU1316
 LU1316                          SUPERSEDED SURVEY CONTROL
 LU1316
 LU1316  NGVD 29 (??/??/92)   39.462  (m)          129.47   (f) ADJ UNCH    1 2
 LU1316
 LU1316.Superseded values are not recommended for survey control.
 LU1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1316.See file dsdata.txt to determine how the superseded data were derived.
 LU1316
 LU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK165779(NAD 83)
 LU1316
 LU1316_MARKER: DB = BENCH MARK DISK
 LU1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1316_SP_SET: TUNNEL
 LU1316_STAMPING: W 100 1931 129.048
 LU1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1316
 LU1316  HISTORY     - Date     Condition        Report By
 LU1316  HISTORY     - 1931     MONUMENTED       CGS
 LU1316  HISTORY     - 1967     GOOD             CGS
 LU1316
 LU1316                          STATION DESCRIPTION
 LU1316
 LU1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1316'8.5 MI SE FROM SCOTIA.
 LU1316'8.5 MILES SOUTHEAST ALONG NORTHWESTERN PACIFIC RAILROAD FROM THE
 LU1316'STATION AT SCOTIA, 1.7 MILES SOUTHEAST OF BENCH MARK V 100, 1.5
 LU1316'MILES NORTHWEST OF SHIVELY, AT THE NORTHWEST END OF A TUNNEL,
 LU1316'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 LU1316'FOUNDATION FOR TIMBERS, AND ABOUT 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1262 ***********************************************************************
 LU1262  DESIGNATION -  W 101
 LU1262  PID         -  LU1262
 LU1262  STATE/COUNTY-  CA/HUMBOLDT
 LU1262  USGS QUAD   -  GARBERVILLE (1970)
 LU1262
 LU1262                         *CURRENT SURVEY CONTROL
 LU1262  ___________________________________________________________________
 LU1262* NAD 83(1986)-  40 06 59.     (N)    123 48 01.     (W)     SCALED    
 LU1262* NAVD 88     -       104.917  (meters)     344.22   (feet)  ADJUSTED  
 LU1262  ___________________________________________________________________
 LU1262  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1262  DYNAMIC HT  -         104.861 (meters)     344.03  (feet)  COMP
 LU1262  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 LU1262
 LU1262  VERT ORDER  -  FIRST     CLASS II
 LU1262
 LU1262.The horizontal coordinates were scaled from a topographic map and have
 LU1262.an estimated accuracy of +/- 6 seconds.
 LU1262.
 LU1262.The orthometric height was determined by differential leveling and
 LU1262.adjusted in December 1992.
 LU1262
 LU1262.Photographs are available for this station.
 LU1262
 LU1262.The geoid height was determined by GEOID09.
 LU1262
 LU1262.The dynamic height is computed by dividing the NAVD 88
 LU1262.geopotential number by the normal gravity value computed on the
 LU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1262.degrees latitude (g = 980.6199 gals.).
 LU1262
 LU1262.The modeled gravity was interpolated from observed gravity values.
 LU1262
 LU1262;                    North         East    Units  Estimated Accuracy
 LU1262;SPC CA 1     -   588,530.    1,846,540.      MT  (+/- 180 meters Scaled)
 LU1262
 LU1262                          SUPERSEDED SURVEY CONTROL
 LU1262
 LU1262  NAVD 88 (06/15/91)  104.917  (m)          344.22   (f) UNKNOWN     1 2
 LU1262  NGVD 29 (12/02/92)  103.991  (m)          341.18   (f) ADJUSTED    1 2
 LU1262
 LU1262.Superseded values are not recommended for survey control.
 LU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1262.See file dsdata.txt to determine how the superseded data were derived.
 LU1262
 LU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318409(NAD 83)
 LU1262
 LU1262_MARKER: DB = BENCH MARK DISK
 LU1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1262_SP_SET: BRIDGE GUARDRAIL
 LU1262_STAMPING: W 101 1931 340.829
 LU1262_MARK LOGO: CGS   
 LU1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1262+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1262
 LU1262  HISTORY     - Date     Condition        Report By
 LU1262  HISTORY     - 1931     MONUMENTED       CGS
 LU1262  HISTORY     - 1967     GOOD             CGS
 LU1262  HISTORY     - 19880330 GOOD             NGS
 LU1262  HISTORY     - 19920729 GOOD             NGS
 LU1262
 LU1262                          STATION DESCRIPTION
 LU1262
 LU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1262'1.4 MI N FROM GARBERVILLE.
 LU1262'1.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1262'GARBERVILLE, IN THE TOP AND 2.0 FEET WEST OF THE EAST END OF THE
 LU1262'CONCRETE GUARDRAIL FOR BLUFF CREEK BRIDGE 405, 53 FEET SOUTH OF
 LU1262'THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE SOUTHEAST
 LU1262'CORNER OF AN ABANDONED SCALES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1262
 LU1262                          STATION RECOVERY (1988)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1262'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1262'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1262
 LU1262                          STATION RECOVERY (1992)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1262'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1262'OFFICE IN GARBERVILLE, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG
 LU1262'REDWOOD DRIVE, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF
 LU1262'THE SOUTH CONCRETE BRIDGE RAIL OF A BRIDGE SPANNING BLUFF CREEK, 16.2
 LU1262'M (53.1 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT)
 LU1262'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1165 ***********************************************************************
 KT1165  DESIGNATION -  W 104
 KT1165  PID         -  KT1165
 KT1165  STATE/COUNTY-  CA/MENDOCINO
 KT1165  USGS QUAD   -  UKIAH (1975)
 KT1165
 KT1165                         *CURRENT SURVEY CONTROL
 KT1165  ___________________________________________________________________
 KT1165* NAD 83(1986)-  39 09 35.     (N)    123 12 18.     (W)     SCALED    
 KT1165* NAVD 88     -       187.12   (+/-2cm)     613.9    (feet)  VERTCON   
 KT1165  ___________________________________________________________________
 KT1165  GEOID HEIGHT-         -30.08  (meters)                     GEOID09
 KT1165  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1165
 KT1165.The horizontal coordinates were scaled from a topographic map and have
 KT1165.an estimated accuracy of +/- 6 seconds.
 KT1165.
 KT1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1165
 KT1165.The vertical order pertains to the NGVD 29 superseded value.
 KT1165
 KT1165.The geoid height was determined by GEOID09.
 KT1165
 KT1165;                    North         East    Units  Estimated Accuracy
 KT1165;SPC CA 2     -   666,430.    1,895,860.      MT  (+/- 180 meters Scaled)
 KT1165
 KT1165                          SUPERSEDED SURVEY CONTROL
 KT1165
 KT1165  NGVD 29 (??/??/92)  186.250  (m)          611.06   (f) ADJ UNCH    1 2
 KT1165
 KT1165.Superseded values are not recommended for survey control.
 KT1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1165.See file dsdata.txt to determine how the superseded data were derived.
 KT1165
 KT1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ822345(NAD 83)
 KT1165
 KT1165_MARKER: DB = BENCH MARK DISK
 KT1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1165_STAMPING: 610.898 W 104 1932
 KT1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1165+STABILITY: SURFACE MOTION
 KT1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1165+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KT1165
 KT1165  HISTORY     - Date     Condition        Report By
 KT1165  HISTORY     - 1932     MONUMENTED       CGS
 KT1165  HISTORY     - 1965     GOOD             CGS
 KT1165  HISTORY     - 1988     GOOD             USPSQD
 KT1165  HISTORY     - 20030313 GOOD             INDIV
 KT1165
 KT1165                          STATION DESCRIPTION
 KT1165
 KT1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1165'0.7 MI N FROM UKIAH.
 KT1165'0.7 MILE NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 KT1165'STATION AT UKIAH, AT THE CROSSING OF BRUSH STREET, 43.6 FEET
 KT1165'EAST OF THE EAST RAIL OF THE MAIN TRACK, 27 FEET NORTH OF THE
 KT1165'CENTERLINE OF THE STREET, 1.6 FEET NORTHEAST OF A METAL WITNESS
 KT1165'POST, 1.5 FEET WEST OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN
 KT1165'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT1165'0.6 FOOT ABOVE THE GROUND.
 KT1165
 KT1165                          STATION RECOVERY (1988)
 KT1165
 KT1165'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 KT1165'RECOVERED IN GOOD CONDITION.
 KT1165
 KT1165                          STATION RECOVERY (2003)
 KT1165
 KT1165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KC)
 KT1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1050 ***********************************************************************
 JT1050  DESIGNATION -  W 105
 JT1050  PID         -  JT1050
 JT1050  STATE/COUNTY-  CA/SONOMA
 JT1050  USGS QUAD   -  ASTI (1993)
 JT1050
 JT1050                         *CURRENT SURVEY CONTROL
 JT1050  ___________________________________________________________________
 JT1050* NAD 83(1986)-  38 46 31.     (N)    122 59 43.     (W)     SCALED    
 JT1050* NAVD 88     -        88.60   (+/-2cm)     290.7    (feet)  VERTCON   
 JT1050  ___________________________________________________________________
 JT1050  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 JT1050  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1050
 JT1050.The horizontal coordinates were scaled from a topographic map and have
 JT1050.an estimated accuracy of +/- 6 seconds.
 JT1050.
 JT1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1050
 JT1050.The vertical order pertains to the NGVD 29 superseded value.
 JT1050
 JT1050.The geoid height was determined by GEOID09.
 JT1050
 JT1050;                    North         East    Units  Estimated Accuracy
 JT1050;SPC CA 2     -   623,540.    1,913,520.      MT  (+/- 180 meters Scaled)
 JT1050
 JT1050                          SUPERSEDED SURVEY CONTROL
 JT1050
 JT1050  NGVD 29 (??/??/92)   87.722  (m)          287.80   (f) ADJ UNCH    1 2
 JT1050
 JT1050.Superseded values are not recommended for survey control.
 JT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1050.See file dsdata.txt to determine how the superseded data were derived.
 JT1050
 JT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH004918(NAD 83)
 JT1050
 JT1050_MARKER: DB = BENCH MARK DISK
 JT1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1050_STAMPING: 287.690 W 105 1932
 JT1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1050+STABILITY: SURFACE MOTION
 JT1050
 JT1050  HISTORY     - Date     Condition        Report By
 JT1050  HISTORY     - 1932     MONUMENTED       CGS
 JT1050  HISTORY     - 1934     GOOD             CGS
 JT1050  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1050  HISTORY     - 19900423 MARK NOT FOUND   USPSQD
 JT1050
 JT1050                          STATION DESCRIPTION
 JT1050
 JT1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1050'2.3 MI S FROM CLOVERDALE.
 JT1050'2.3 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1050'THE STATION AT CLOVERDALE, SONOMA COUNTY, AT ICARIA SIDING,
 JT1050'5 POLES SOUTH OF MILEPOST 83, 28 FEET EAST OF A PRIVATE-ROAD
 JT1050'CROSSING, 3 FEET SOUTH OF A BOARD GATE, AND AT A FENCE LINE.
 JT1050'A STANDARD DISK, STAMPED 287.690 W 105 1932 AND SET IN THE TOP
 JT1050'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 JT1050
 JT1050                          STATION RECOVERY (1987)
 JT1050
 JT1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1050'MARK NOT FOUND.
 JT1050
 JT1050                          STATION RECOVERY (1990)
 JT1050
 JT1050'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0558 ***********************************************************************
 HT0558  DESIGNATION -  W 109
 HT0558  PID         -  HT0558
 HT0558  STATE/COUNTY-  CA/SAN MATEO
 HT0558  USGS QUAD   -  SAN MATEO (1997)
 HT0558
 HT0558                         *CURRENT SURVEY CONTROL
 HT0558  ___________________________________________________________________
 HT0558* NAD 83(1986)-  37 34 39.     (N)    122 20 18.     (W)     SCALED    
 HT0558* NAVD 88     -         9.83   (+/-2cm)      32.3    (feet)  VERTCON   
 HT0558  ___________________________________________________________________
 HT0558  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0558
 HT0558.The horizontal coordinates were scaled from a topographic map and have
 HT0558.an estimated accuracy of +/- 6 seconds.
 HT0558.
 HT0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0558
 HT0558.The vertical order pertains to the NGVD 29 superseded value.
 HT0558
 HT0558.The geoid height was determined by GEOID09.
 HT0558
 HT0558;                    North         East    Units  Estimated Accuracy
 HT0558;SPC CA 3     -   621,180.    1,837,630.      MT  (+/- 180 meters Scaled)
 HT0558
 HT0558                          SUPERSEDED SURVEY CONTROL
 HT0558
 HT0558  NGVD 29 (??/??/92)    9.000  (m)           29.53   (f) ADJ UNCH    1 2
 HT0558
 HT0558.Superseded values are not recommended for survey control.
 HT0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0558.See file dsdata.txt to determine how the superseded data were derived.
 HT0558
 HT0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG584591(NAD 83)
 HT0558
 HT0558_MARKER: DB = BENCH MARK DISK
 HT0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0558_SP_SET: CONCRETE POST
 HT0558_STAMPING: W 109 1932
 HT0558_MARK LOGO: CGS   
 HT0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0558+STABILITY: SURFACE MOTION
 HT0558
 HT0558  HISTORY     - Date     Condition        Report By
 HT0558  HISTORY     - 1932     MONUMENTED       CGS
 HT0558  HISTORY     - 1952     GOOD             CGS
 HT0558  HISTORY     - 1967     GOOD             CGS
 HT0558  HISTORY     - 1986     GOOD             NGS
 HT0558
 HT0558                          STATION DESCRIPTION
 HT0558
 HT0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0558'0.4 MI SE FROM BURLINGAME.
 HT0558'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0558'FROM THE STATION AT BURLINGAME, AT THE PENINSULAR AVENUE CROSSING,
 HT0558'76.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 HT0558'21.6 FEET SOUTHWEST OF THE WEST CORNER OF A WIRE FENCE AROUND
 HT0558'THE STANDARD OIL COMPANY YARD, 15.3 FEET SOUTHEAST OF THE
 HT0558'SOUTHEAST CURB OF THE AVENUE, 6 1/2 FEET NORTH OF A LARGE
 HT0558'EUCALYPTUS TREE, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 HT0558'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HT0558'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 HT0558
 HT0558                          STATION RECOVERY (1967)
 HT0558
 HT0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0558'RECOVERED IN GOOD CONDITION.
 HT0558
 HT0558                          STATION RECOVERY (1986)
 HT0558
 HT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0558'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 HT0558'2.0 METERS (6.5 FT) NORTHWEST OF A LARGE TRIPLE TRUNKED EUCALYPTUS
 HT0558'TREE.
 HT0558'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0524 ***********************************************************************
 HT0524  DESIGNATION -  W 6
 HT0524  PID         -  HT0524
 HT0524  STATE/COUNTY-  CA/SAN MATEO
 HT0524  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0524
 HT0524                         *CURRENT SURVEY CONTROL
 HT0524  ___________________________________________________________________
 HT0524* NAD 83(1986)-  37 40 07.     (N)    122 26 56.     (W)     SCALED    
 HT0524* NAVD 88     -        27.63   (+/-2cm)      90.6    (feet)  VERTCON   
 HT0524  ___________________________________________________________________
 HT0524  GEOID HEIGHT-         -32.69  (meters)                     GEOID09
 HT0524  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0524
 HT0524.The horizontal coordinates were scaled from a topographic map and have
 HT0524.an estimated accuracy of +/- 6 seconds.
 HT0524.
 HT0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0524
 HT0524.The vertical order pertains to the NGVD 29 superseded value.
 HT0524
 HT0524.The geoid height was determined by GEOID09.
 HT0524
 HT0524;                    North         East    Units  Estimated Accuracy
 HT0524;SPC CA 3     -   631,480.    1,828,080.      MT  (+/- 180 meters Scaled)
 HT0524
 HT0524                          SUPERSEDED SURVEY CONTROL
 HT0524
 HT0524  NGVD 29 (??/??/92)   26.784  (m)           87.87   (f) ADJ UNCH    1 2
 HT0524
 HT0524.Superseded values are not recommended for survey control.
 HT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0524.See file dsdata.txt to determine how the superseded data were derived.
 HT0524
 HT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG486691(NAD 83)
 HT0524
 HT0524_MARKER: DB = BENCH MARK DISK
 HT0524_SETTING: 66 = SET IN ROCK OUTCROP
 HT0524_SP_SET: ROCK
 HT0524_MARK LOGO: CGS   
 HT0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT0524+STABILITY: POSITION/ELEVATION WELL
 HT0524
 HT0524  HISTORY     - Date     Condition        Report By
 HT0524  HISTORY     - 1952     MONUMENTED       CGS
 HT0524  HISTORY     - 1965     GOOD             CGS
 HT0524  HISTORY     - 1986     GOOD             NGS
 HT0524
 HT0524                          STATION DESCRIPTION
 HT0524
 HT0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0524'1.7 MI SE FROM COLMA.
 HT0524'1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0524'FROM THE STATION AT COLMA, AT THE HOLY CROSS CEMETERY, BETWEEN
 HT0524'THE RAILROAD AND THE OLD MISSION ROAD, SET VERTICALLY IN THE
 HT0524'NORTHEAST FACE OF A 3-FOOT HIGH CONICAL ROCK IN SHRUBBERY,
 HT0524'81.7 FEET EAST OF THE EAST RAIL, 66.4 FEET NORTHWEST OF THE
 HT0524'NORTHEAST CORNER OF THE OFFICE BUILDING, 36 1/2 FEET SOUTHWEST
 HT0524'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN
 HT0524'THE ROAD.
 HT0524
 HT0524                          STATION RECOVERY (1965)
 HT0524
 HT0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT0524'RECOVERED IN GOOD CONDITION.
 HT0524
 HT0524                          STATION RECOVERY (1986)
 HT0524
 HT0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0524'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 HT0524'THE OFFICE BUILDING IS NOW MACHINIST UNION LOCAL NUMBER 68.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1168 ***********************************************************************
 KT1168  DESIGNATION -  X 104
 KT1168  PID         -  KT1168
 KT1168  STATE/COUNTY-  CA/MENDOCINO
 KT1168  USGS QUAD   -  UKIAH (1975)
 KT1168
 KT1168                         *CURRENT SURVEY CONTROL
 KT1168  ___________________________________________________________________
 KT1168* NAD 83(1986)-  39 09 01.     (N)    123 12 12.     (W)     SCALED    
 KT1168* NAVD 88     -       188.41   (+/-2cm)     618.1    (feet)  VERTCON   
 KT1168  ___________________________________________________________________
 KT1168  GEOID HEIGHT-         -30.09  (meters)                     GEOID09
 KT1168  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1168
 KT1168.The horizontal coordinates were scaled from a topographic map and have
 KT1168.an estimated accuracy of +/- 6 seconds.
 KT1168.
 KT1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1168
 KT1168.The vertical order pertains to the NGVD 29 superseded value.
 KT1168
 KT1168.The geoid height was determined by GEOID09.
 KT1168
 KT1168;                    North         East    Units  Estimated Accuracy
 KT1168;SPC CA 2     -   665,380.    1,895,990.      MT  (+/- 180 meters Scaled)
 KT1168
 KT1168                          SUPERSEDED SURVEY CONTROL
 KT1168
 KT1168  NGVD 29 (??/??/92)  187.537  (m)          615.28   (f) ADJ UNCH    1 2
 KT1168
 KT1168.Superseded values are not recommended for survey control.
 KT1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1168.See file dsdata.txt to determine how the superseded data were derived.
 KT1168
 KT1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ824334(NAD 83)
 KT1168
 KT1168_MARKER: DB = BENCH MARK DISK
 KT1168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1168_SP_SET: BUILDING
 KT1168_STAMPING: 615.120 X 104 1932
 KT1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1168
 KT1168  HISTORY     - Date     Condition        Report By
 KT1168  HISTORY     - 1932     MONUMENTED       CGS
 KT1168  HISTORY     - 1965     GOOD             CGS
 KT1168  HISTORY     - 1988     GOOD             USPSQD
 KT1168
 KT1168                          STATION DESCRIPTION
 KT1168
 KT1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KT1168'AT UKIAH.
 KT1168'AT UKIAH, AT THE NORTHWESTERN PACIFIC RAILROAD, SET VERTICALLY
 KT1168'IN THE WEST BRICK WALL OF THE STATION BUILDING, 225 FEET
 KT1168'SOUTH OF THE CENTERLINE OF PERKINS STREET, 45.9 FEET EAST OF
 KT1168'THE EAST RAIL OF THE MAIN TRACK, 24.8 FEET SOUTH OF THE
 KT1168'NORTHWEST CORNER OF THE BUILDING, 4.6 FEET NORTH OF THE CENTER
 KT1168'OF THE WEST ENTRANCE TO THE STATION, AND 3.9 FEET ABOVE THE
 KT1168'FLOOR.
 KT1168
 KT1168                          STATION RECOVERY (1988)
 KT1168
 KT1168'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 KT1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0751 ***********************************************************************
 HT0751  DESIGNATION -  X 108=BASIC BM
 HT0751  PID         -  HT0751
 HT0751  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0751  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0751
 HT0751                         *CURRENT SURVEY CONTROL
 HT0751  ___________________________________________________________________
 HT0751* NAD 83(1986)-  37 46 49.     (N)    122 25 06.     (W)     SCALED    
 HT0751* NAVD 88     -        20.10   (+/-2cm)      65.9    (feet)  VERTCON   
 HT0751  ___________________________________________________________________
 HT0751  GEOID HEIGHT-         -32.51  (meters)                     GEOID09
 HT0751  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0751
 HT0751.The horizontal coordinates were scaled from a topographic map and have
 HT0751.an estimated accuracy of +/- 6 seconds.
 HT0751.
 HT0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0751
 HT0751.The vertical order pertains to the NGVD 29 superseded value.
 HT0751
 HT0751.The geoid height was determined by GEOID09.
 HT0751
 HT0751;                    North         East    Units  Estimated Accuracy
 HT0751;SPC CA 3     -   643,820.    1,831,030.      MT  (+/- 180 meters Scaled)
 HT0751
 HT0751                          SUPERSEDED SURVEY CONTROL
 HT0751
 HT0751  NGVD 29 (??/??/92)   19.269  (m)           63.22   (f) ADJ UNCH    1 2
 HT0751
 HT0751.Superseded values are not recommended for survey control.
 HT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0751.See file dsdata.txt to determine how the superseded data were derived.
 HT0751
 HT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG512815(NAD 83)
 HT0751
 HT0751_MARKER: DB = BENCH MARK DISK
 HT0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0751_STAMPING: X 108 1932 63.222
 HT0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0751+STABILITY: SURFACE MOTION
 HT0751
 HT0751  HISTORY     - Date     Condition        Report By
 HT0751  HISTORY     - 1932     MONUMENTED       CGS
 HT0751  HISTORY     - 1952     GOOD             CGS
 HT0751  HISTORY     - 20020711 GOOD             INDIV
 HT0751
 HT0751                          STATION DESCRIPTION
 HT0751
 HT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0751'AT SAN FRANCISCO.
 HT0751'AT SAN FRANCISCO, AT THE SAN FRANCISCO CIVIC CENTER, ON MC ALLISTER
 HT0751'STREET BETWEEN POLK AND LARKIN STREETS, IN FRONT OF THE CALIFORNIA
 HT0751'STATE BUILDING, 131.0 FEET EAST OF THE EAST CURB OF POLK STREET,
 HT0751'26.0 FEET WEST OF THE WEST SIDE OF THE BASE OF A FLAG POLE AT THE
 HT0751'WEST SIDE OF THE ENTRANCE TO THE BUILDING, 17.1 FEET NORTH OF THE
 HT0751'NORTH CURB OF MC ALLISTER STREET, 10.8 FEET SOUTH OF THE SOUTH
 HT0751'WALL OF THE BUILDING, ABOUT 2 FEET HIGHER THAN THE SIDEWALK, AND
 HT0751'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.8 FOOT ABOVE THE
 HT0751'GROUND.
 HT0751
 HT0751                          STATION RECOVERY (2002)
 HT0751
 HT0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WKW)
 HT0751'IMAGES AT WWW.CROCUTA.COM/NGS/HT0751.HTML
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0567 ***********************************************************************
 HT0567  DESIGNATION -  X 109
 HT0567  PID         -  HT0567
 HT0567  STATE/COUNTY-  CA/SAN MATEO
 HT0567  USGS QUAD   -  SAN MATEO (1997)
 HT0567
 HT0567                         *CURRENT SURVEY CONTROL
 HT0567  ___________________________________________________________________
 HT0567* NAD 83(1986)-  37 34 17.     (N)    122 19 39.     (W)     SCALED    
 HT0567* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 HT0567  ___________________________________________________________________
 HT0567  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0567  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0567
 HT0567.The horizontal coordinates were scaled from a topographic map and have
 HT0567.an estimated accuracy of +/- 6 seconds.
 HT0567.
 HT0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0567
 HT0567.The vertical order pertains to the NGVD 29 superseded value.
 HT0567
 HT0567.The geoid height was determined by GEOID09.
 HT0567
 HT0567;                    North         East    Units  Estimated Accuracy
 HT0567;SPC CA 3     -   620,480.    1,838,580.      MT  (+/- 180 meters Scaled)
 HT0567
 HT0567                          SUPERSEDED SURVEY CONTROL
 HT0567
 HT0567  NGVD 29 (??/??/92)    7.328  (m)           24.04   (f) ADJ UNCH    1 2
 HT0567
 HT0567.Superseded values are not recommended for survey control.
 HT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0567.See file dsdata.txt to determine how the superseded data were derived.
 HT0567
 HT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG593584(NAD 83)
 HT0567
 HT0567_MARKER: DB = BENCH MARK DISK
 HT0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT0567_SP_SET: RAILROAD BRIDGE ABUTMENT
 HT0567_STAMPING: X 109 1932
 HT0567_MARK LOGO: CGS   
 HT0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0567
 HT0567  HISTORY     - Date     Condition        Report By
 HT0567  HISTORY     - 1932     MONUMENTED       CGS
 HT0567  HISTORY     - 1952     GOOD             CGS
 HT0567  HISTORY     - 1967     GOOD             CGS
 HT0567  HISTORY     - 1976     GOOD             NGS
 HT0567  HISTORY     - 1986     GOOD             NGS
 HT0567
 HT0567                          STATION DESCRIPTION
 HT0567
 HT0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0567'AT SAN MATEO.
 HT0567'0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0567'FROM THE STATION AT SAN MATEO, 1.1 MILES SOUTHEAST OF BULINGAME,
 HT0567'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 HT0567'ABUTMENT OF A STEEL BRIDGE OVER MONTE DIABLO AVENUE, 6.3 FEET
 HT0567'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 HT0567'TRACK.
 HT0567
 HT0567                          STATION RECOVERY (1967)
 HT0567
 HT0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0567'RECOVERED IN GOOD CONDITION.
 HT0567
 HT0567                          STATION RECOVERY (1976)
 HT0567
 HT0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0567'0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HT0567'STATION AT SAN MATEO, 1.1 MILES SOUTHEAST OF BURINGAME, IN TOP OF THE
 HT0567'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE
 HT0567'OVER MONTE DIABLO AVENUE, 6.5 FT SOUTHWEST OF THE SOUTHWEST RAIL,
 HT0567
 HT0567                          STATION RECOVERY (1986)
 HT0567
 HT0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1237 ***********************************************************************
 HT1237  DESIGNATION -  X 110
 HT1237  PID         -  HT1237
 HT1237  STATE/COUNTY-  CA/SANTA CLARA
 HT1237  USGS QUAD   -  PALO ALTO (1997)
 HT1237
 HT1237                         *CURRENT SURVEY CONTROL
 HT1237  ___________________________________________________________________
 HT1237* NAD 83(1986)-  37 25 19.     (N)    122 07 48.     (W)     SCALED    
 HT1237* NAVD 88     -         9.22   (+/-2cm)      30.2    (feet)  VERTCON   
 HT1237  ___________________________________________________________________
 HT1237  GEOID HEIGHT-         -32.63  (meters)                     GEOID09
 HT1237  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1237
 HT1237.The horizontal coordinates were scaled from a topographic map and have
 HT1237.an estimated accuracy of +/- 6 seconds.
 HT1237.
 HT1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1237
 HT1237.The vertical order pertains to the NGVD 29 superseded value.
 HT1237
 HT1237.The geoid height was determined by GEOID09.
 HT1237
 HT1237;                    North         East    Units  Estimated Accuracy
 HT1237;SPC CA 3     -   603,570.    1,855,730.      MT  (+/- 180 meters Scaled)
 HT1237
 HT1237                          SUPERSEDED SURVEY CONTROL
 HT1237
 HT1237  NGVD 29 (??/??/92)    8.388  (m)           27.52   (f) ADJ UNCH    1 2
 HT1237
 HT1237.Superseded values are not recommended for survey control.
 HT1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1237.See file dsdata.txt to determine how the superseded data were derived.
 HT1237
 HT1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG769420(NAD 83)
 HT1237
 HT1237_MARKER: DB = BENCH MARK DISK
 HT1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1237_STAMPING: X 110 1932
 HT1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1237+STABILITY: SURFACE MOTION
 HT1237
 HT1237  HISTORY     - Date     Condition        Report By
 HT1237  HISTORY     - 1932     MONUMENTED       CGS
 HT1237  HISTORY     - 1954     GOOD             CGS
 HT1237  HISTORY     - 1965     GOOD             CGS
 HT1237
 HT1237                          STATION DESCRIPTION
 HT1237
 HT1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HT1237'AT PALO ALTO.
 HT1237'AT PALO ALTO, 0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 HT1237'COMPANY RAILROAD FROM THE CALIFORNIA AVENUE STATION, 67 1/2
 HT1237'FEET NORTHWEST OF TELEGRAPH POLE 13 K E 50, 47.5 FEET SOUTHWEST
 HT1237'OF THE CENTER LINE OF ALMA STREET, 42.2 FEET SOUTHEAST OF THE
 HT1237'SOUTHEAST ONE OF TWO CONCRETE BOXES WITH METAL TOPS, 25.1 FEET
 HT1237'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 1.3
 HT1237'FEET SOUTHEAST OF A WITNESS POST, ABOUT 21 FEET LOWER THAN
 HT1237'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HT1237'THE GROUND.
 HT1237
 HT1237                          STATION RECOVERY (1965)
 HT1237
 HT1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HT1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2906 ***********************************************************************
 HS2906  DESIGNATION -  X 111
 HS2906  PID         -  HS2906
 HS2906  STATE/COUNTY-  CA/SANTA CLARA
 HS2906  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2906
 HS2906                         *CURRENT SURVEY CONTROL
 HS2906  ___________________________________________________________________
 HS2906* NAD 83(1986)-  37 20 54.     (N)    121 55 31.     (W)     SCALED    
 HS2906* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 HS2906  ___________________________________________________________________
 HS2906  GEOID HEIGHT-         -32.67  (meters)                     GEOID09
 HS2906  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2906
 HS2906.The horizontal coordinates were scaled from a topographic map and have
 HS2906.an estimated accuracy of +/- 6 seconds.
 HS2906.
 HS2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2906
 HS2906.The vertical order pertains to the NGVD 29 superseded value.
 HS2906
 HS2906.The geoid height was determined by GEOID09.
 HS2906
 HS2906;                    North         East    Units  Estimated Accuracy
 HS2906;SPC CA 3     -   595,110.    1,873,730.      MT  (+/- 180 meters Scaled)
 HS2906
 HS2906                          SUPERSEDED SURVEY CONTROL
 HS2906
 HS2906  NGVD 29 (??/??/92)   20.930  (m)           68.67   (f) ADJ UNCH    1 2
 HS2906
 HS2906.Superseded values are not recommended for survey control.
 HS2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2906.See file dsdata.txt to determine how the superseded data were derived.
 HS2906
 HS2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG951340(NAD 83)
 HS2906
 HS2906_MARKER: DB = BENCH MARK DISK
 HS2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2906+STABILITY: SURFACE MOTION
 HS2906
 HS2906  HISTORY     - Date     Condition        Report By
 HS2906  HISTORY     - UNK      MONUMENTED       CGS
 HS2906  HISTORY     - 1948     MARK NOT FOUND   CGS
 HS2906  HISTORY     - 1954     MARK NOT FOUND   CGS
 HS2906
 HS2906                          STATION DESCRIPTION
 HS2906
 HS2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HS2906'0.7 MI SE FROM SANTA CLARA.
 HS2906'0.7 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HS2906'FROM THE STATION AT SANTA CLARA, ABOUT 130 FEET SOUTHEAST OF
 HS2906'MILEPOST 45, 50 FEET SOUTHWEST OF THE CENTER LINE BETWEEN
 HS2906'THE MAIN-LINE TRACKS, AND AT A FENCE CORNER.  A STANDARD DISK
 HS2906'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 HS2906'SEARCHED FOR BUT NOT RECOVERED, THERE HAS BEEN A NEW SIDE TRACK
 HS2906'PUT IN THE VICINITY OF THE MARK, IT WAS PRESUMED DESTROYED.
 HS2906
 HS2906                          STATION RECOVERY (1954)
 HS2906
 HS2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 HS2906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1255 ***********************************************************************
 LU1255  DESIGNATION -  XX 101
 LU1255  PID         -  LU1255
 LU1255  STATE/COUNTY-  CA/HUMBOLDT
 LU1255  USGS QUAD   -  GARBERVILLE (1970)
 LU1255
 LU1255                         *CURRENT SURVEY CONTROL
 LU1255  ___________________________________________________________________
 LU1255* NAD 83(1986)-  40 06 04.     (N)    123 47 41.     (W)     SCALED    
 LU1255* NAVD 88     -       163.344  (meters)     535.90   (feet)  ADJUSTED  
 LU1255  ___________________________________________________________________
 LU1255  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1255  DYNAMIC HT  -         163.255 (meters)     535.61  (feet)  COMP
 LU1255  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LU1255
 LU1255  VERT ORDER  -  FIRST     CLASS II
 LU1255
 LU1255.The horizontal coordinates were scaled from a topographic map and have
 LU1255.an estimated accuracy of +/- 6 seconds.
 LU1255.
 LU1255.The orthometric height was determined by differential leveling and
 LU1255.adjusted in December 1992.
 LU1255
 LU1255.The geoid height was determined by GEOID09.
 LU1255
 LU1255.The dynamic height is computed by dividing the NAVD 88
 LU1255.geopotential number by the normal gravity value computed on the
 LU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1255.degrees latitude (g = 980.6199 gals.).
 LU1255
 LU1255.The modeled gravity was interpolated from observed gravity values.
 LU1255
 LU1255;                    North         East    Units  Estimated Accuracy
 LU1255;SPC CA 1     -   586,820.    1,846,980.      MT  (+/- 180 meters Scaled)
 LU1255
 LU1255                          SUPERSEDED SURVEY CONTROL
 LU1255
 LU1255  NAVD 88 (06/15/91)  163.344  (m)          535.90   (f) UNKNOWN     1 2
 LU1255  NGVD 29 (12/02/92)  162.420  (m)          532.87   (f) ADJUSTED    1 2
 LU1255
 LU1255.Superseded values are not recommended for survey control.
 LU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1255.See file dsdata.txt to determine how the superseded data were derived.
 LU1255
 LU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322392(NAD 83)
 LU1255
 LU1255_MARKER: DB = BENCH MARK DISK
 LU1255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1255_SP_SET: SIDEWALK
 LU1255_STAMPING: XX 101 1931 532.486
 LU1255_MARK LOGO: CGS   
 LU1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1255+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1255
 LU1255  HISTORY     - Date     Condition        Report By
 LU1255  HISTORY     - 1931     MONUMENTED       CGS
 LU1255  HISTORY     - 1967     GOOD             CGS
 LU1255  HISTORY     - 19880330 GOOD             NGS
 LU1255  HISTORY     - 19920729 GOOD             NGS
 LU1255
 LU1255                          STATION DESCRIPTION
 LU1255
 LU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1255'AT GARBERVILLE.
 LU1255'AT GARBERVILLE, 0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE
 LU1255'POST OFFICE, ABOUT MIDWAY BETWEEN CHURCH AND CONGER STREETS, IN
 LU1255'TOP OF THE SIDEWALK, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1255'62 FEET NORTH OF THE ENTRANCE TO A THEATER, 12 FEET NORTH OF A
 LU1255'POWER POLE AND PARKING METER NO. 6, 3.0 FEET NORTH OF THE
 LU1255'NORTHEAST CORNER OF A 3- BY 5-FOOT STEEL MANHOLE COVER, 1.0 FOOT
 LU1255'WEST OF THE WEST CURB OF THE HIGHWAY.
 LU1255
 LU1255                          STATION RECOVERY (1988)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1255'RECOVERED IN GOOD CONDITION.
 LU1255
 LU1255                          STATION RECOVERY (1992)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1255'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1255'OFFICE IN GARBERVILLE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 LU1255'REDWOOD DRIVE, IN A CONCRETE SIDEWALK MIDWAY BETWEEN CHURCH AND
 LU1255'CONGER STREETS, 18.9 M (62.0 FT) NORTH OF AN ENTRANCE TO A MOVIE
 LU1255'THEATER, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE DRIVE, 3.3 M
 LU1255'(10.8 FT) NORTH OF A STREET LIGHT, 1.0 M (3.3 FT) NORTH OF THE
 LU1255'NORTHEAST CORNER OF A MANHOLE COVER, AND 0.3 M (1.0 FT) WEST OF THE
 LU1255'WEST CURB OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0566 ***********************************************************************
 HT0566  DESIGNATION -  XX 109
 HT0566  PID         -  HT0566
 HT0566  STATE/COUNTY-  CA/SAN MATEO
 HT0566  USGS QUAD   -  SAN MATEO (1997)
 HT0566
 HT0566                         *CURRENT SURVEY CONTROL
 HT0566  ___________________________________________________________________
 HT0566* NAD 83(1986)-  37 34 19.     (N)    122 20 21.     (W)     SCALED    
 HT0566* NAVD 88     -        15.10   (+/-2cm)      49.5    (feet)  VERTCON   
 HT0566  ___________________________________________________________________
 HT0566  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0566
 HT0566.The horizontal coordinates were scaled from a topographic map and have
 HT0566.an estimated accuracy of +/- 6 seconds.
 HT0566.
 HT0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0566
 HT0566.The vertical order pertains to the NGVD 29 superseded value.
 HT0566
 HT0566.The geoid height was determined by GEOID09.
 HT0566
 HT0566;                    North         East    Units  Estimated Accuracy
 HT0566;SPC CA 3     -   620,560.    1,837,550.      MT  (+/- 180 meters Scaled)
 HT0566
 HT0566                          SUPERSEDED SURVEY CONTROL
 HT0566
 HT0566  NGVD 29 (??/??/92)   14.262  (m)           46.79   (f) ADJ UNCH    1 2
 HT0566
 HT0566.Superseded values are not recommended for survey control.
 HT0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0566.See file dsdata.txt to determine how the superseded data were derived.
 HT0566
 HT0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG583585(NAD 83)
 HT0566
 HT0566_MARKER: DB = BENCH MARK DISK
 HT0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0566_SP_SET: CONCRETE BLOCK
 HT0566_STAMPING: XX 109 1932
 HT0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0566
 HT0566  HISTORY     - Date     Condition        Report By
 HT0566  HISTORY     - 1932     MONUMENTED       CGS
 HT0566  HISTORY     - 1951     GOOD             CGS
 HT0566  HISTORY     - 1967     GOOD             CGS
 HT0566
 HT0566                          STATION DESCRIPTION
 HT0566
 HT0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT0566'AT SAN MATEO.
 HT0566'AT SAN MATEO, IN A SMALL PARK IN A TRIANGLE FORMED BY THE
 HT0566'JUNCTION OF U.S. HIGHWAY 101 (NORTH EL CAMINO REAL) AND CLARK
 HT0566'DRIVE, 81.9 FEET SOUTHWEST OF SOUTHWEST CURB OF EL CAMINO
 HT0566'REAL, 47.6 FEET EAST OF EAST CURB ON WESTERN LEG OF TRIANGLE, AT THE
 HT0566'APPROXIMATE CENTER OF THE NORTHEAST SIDE OF A SMALL TRIANGULAR CLUMP
 HT0566'OF BUSHES ABOUT 2 FEET HIGHER THAN THE HIGHWAY, IN TOP OF A
 HT0566'3-FOOT BY 3-FOOT CONCRETE BLOCK FLUSH WITH THE GROUND.
 HT0566
 HT0566                          STATION RECOVERY (1967)
 HT0566
 HT0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1314 ***********************************************************************
 LU1314  DESIGNATION -  Y 100
 LU1314  PID         -  LU1314
 LU1314  STATE/COUNTY-  CA/HUMBOLDT
 LU1314  USGS QUAD   -  REDCREST (1969)
 LU1314
 LU1314                         *CURRENT SURVEY CONTROL
 LU1314  ___________________________________________________________________
 LU1314* NAD 83(1986)-  40 25 32.     (N)    123 55 46.     (W)     SCALED    
 LU1314* NAVD 88     -        46.15   (+/-2cm)     151.4    (feet)  VERTCON   
 LU1314  ___________________________________________________________________
 LU1314  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1314  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1314
 LU1314.The horizontal coordinates were scaled from a topographic map and have
 LU1314.an estimated accuracy of +/- 6 seconds.
 LU1314.
 LU1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1314
 LU1314.The vertical order pertains to the NGVD 29 superseded value.
 LU1314
 LU1314.The geoid height was determined by GEOID09.
 LU1314
 LU1314;                    North         East    Units  Estimated Accuracy
 LU1314;SPC CA 1     -   623,080.    1,836,290.      MT  (+/- 180 meters Scaled)
 LU1314
 LU1314                          SUPERSEDED SURVEY CONTROL
 LU1314
 LU1314  NGVD 29 (??/??/92)   45.181  (m)          148.23   (f) ADJ UNCH    1 2
 LU1314
 LU1314.Superseded values are not recommended for survey control.
 LU1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1314.See file dsdata.txt to determine how the superseded data were derived.
 LU1314
 LU1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK211754(NAD 83)
 LU1314
 LU1314_MARKER: DB = BENCH MARK DISK
 LU1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1314_STAMPING: 147.818 Y 100 1931
 LU1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1314+STABILITY: SURFACE MOTION
 LU1314
 LU1314  HISTORY     - Date     Condition        Report By
 LU1314  HISTORY     - 1931     MONUMENTED       CGS
 LU1314  HISTORY     - 1935     GOOD             CGS
 LU1314  HISTORY     - 1967     MARK NOT FOUND   CGS
 LU1314
 LU1314                          STATION DESCRIPTION
 LU1314
 LU1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1314'2.4 MI SE FROM SHIVELY.
 LU1314'2.4 MILES SOUTH AND EAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 LU1314'FROM THE STATION AT SHIVELY, HUMBOLDT COUNTY, AT A SHARP TURN IN
 LU1314'THE TRACK, 3 POLES WEST OF MILEPOST 243, 45 FEET SOUTHWEST OF
 LU1314'THE TRACK, AND 3 FEET EAST OF THE GATE TO THE U.E. PAINE CORRALS
 LU1314'IN 1931.  A STANDARD DISK, STAMPED 147.818 Y 100 1931 AND SET
 LU1314'IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
 LU1314
 LU1314                          STATION RECOVERY (1967)
 LU1314
 LU1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LU1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1253 ***********************************************************************
 LU1253  DESIGNATION -  Y 101
 LU1253  PID         -  LU1253
 LU1253  STATE/COUNTY-  CA/HUMBOLDT
 LU1253  USGS QUAD   -  GARBERVILLE (1970)
 LU1253
 LU1253                         *CURRENT SURVEY CONTROL
 LU1253  ___________________________________________________________________
 LU1253* NAD 83(1986)-  40 05 49.     (N)    123 47 40.     (W)     SCALED    
 LU1253* NAVD 88     -       173.79   (+/-2cm)     570.2    (feet)  VERTCON   
 LU1253  ___________________________________________________________________
 LU1253  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1253  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1253
 LU1253.The horizontal coordinates were scaled from a topographic map and have
 LU1253.an estimated accuracy of +/- 6 seconds.
 LU1253.
 LU1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1253
 LU1253.The vertical order pertains to the NGVD 29 superseded value.
 LU1253
 LU1253.The geoid height was determined by GEOID09.
 LU1253
 LU1253;                    North         East    Units  Estimated Accuracy
 LU1253;SPC CA 1     -   586,360.    1,847,000.      MT  (+/- 180 meters Scaled)
 LU1253
 LU1253                          SUPERSEDED SURVEY CONTROL
 LU1253
 LU1253  NGVD 29 (??/??/92)  172.865  (m)          567.14   (f) ADJ UNCH    1 2
 LU1253
 LU1253.Superseded values are not recommended for survey control.
 LU1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1253.See file dsdata.txt to determine how the superseded data were derived.
 LU1253
 LU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322388(NAD 83)
 LU1253
 LU1253_MARKER: DD = SURVEY DISK
 LU1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1253_STAMPING: Y 101 1931
 LU1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1253+STABILITY: SURFACE MOTION
 LU1253
 LU1253  HISTORY     - Date     Condition        Report By
 LU1253  HISTORY     - 1931     MONUMENTED       CADT
 LU1253  HISTORY     - 1967     GOOD             CGS
 LU1253  HISTORY     - 1969     MARK NOT FOUND   USGS
 LU1253  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LU1253
 LU1253                          STATION DESCRIPTION
 LU1253
 LU1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1253'AT GARBERVILLE.
 LU1253'AT GARBERVILLE, 0.2 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE
 LU1253'POST OFFICE, AT THE SOUTH EDGE OF TOWN, AT THE SOUTH EDGE OF THE
 LU1253'PROPERTY OF GARBERVILLE MOTEL, ACROSS THE HIGHWAY FROM RANCHO MOTEL,
 LU1253'48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY (MAIN STREET), 94
 LU1253'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE FREEWAY, 25 FEET
 LU1253'EAST OF A 36-INCH FIR TREE, 15 FEET NORTH OF THE CENTER LINE OF AN
 LU1253'ABANDONED PAVED DRIVEWAY WEST, ABOUT LEVEL WITH THE HIGHWAY, AND
 LU1253'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LU1253'GROUND.
 LU1253
 LU1253                          STATION RECOVERY (1969)
 LU1253
 LU1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1253'MARK NOT FOUND.
 LU1253
 LU1253                          STATION RECOVERY (1988)
 LU1253
 LU1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1477 ***********************************************************************
 KT1477  DESIGNATION -  Y 102
 KT1477  PID         -  KT1477
 KT1477  STATE/COUNTY-  CA/MENDOCINO
 KT1477  USGS QUAD   -  TAN OAK PARK (1994)
 KT1477
 KT1477                         *CURRENT SURVEY CONTROL
 KT1477  ___________________________________________________________________
 KT1477* NAD 83(1986)-  39 49 36.     (N)    123 35 39.     (W)     SCALED    
 KT1477* NAVD 88     -       401.38   (+/-2cm)    1316.9    (feet)  VERTCON   
 KT1477  ___________________________________________________________________
 KT1477  GEOID HEIGHT-         -29.68  (meters)                     GEOID09
 KT1477  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1477
 KT1477.The horizontal coordinates were scaled from a topographic map and have
 KT1477.an estimated accuracy of +/- 6 seconds.
 KT1477.
 KT1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1477
 KT1477.The vertical order pertains to the NGVD 29 superseded value.
 KT1477
 KT1477.The geoid height was determined by GEOID09.
 KT1477
 KT1477;                    North         East    Units  Estimated Accuracy
 KT1477;SPC CA 2     -   740,980.    1,863,530.      MT  (+/- 180 meters Scaled)
 KT1477
 KT1477                          SUPERSEDED SURVEY CONTROL
 KT1477
 KT1477  NGVD 29 (??/??/92)  400.44   (m)         1313.8    (f) COMPUTED    1 2
 KT1477
 KT1477.Superseded values are not recommended for survey control.
 KT1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1477.See file dsdata.txt to determine how the superseded data were derived.
 KT1477
 KT1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK491086(NAD 83)
 KT1477
 KT1477_MARKER: DB = BENCH MARK DISK
 KT1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1477_STAMPING: 1313.524 Y 102 1931
 KT1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1477+STABILITY: SURFACE MOTION
 KT1477
 KT1477  HISTORY     - Date     Condition        Report By
 KT1477  HISTORY     - 1931     MONUMENTED       CGS
 KT1477  HISTORY     - 1942     GOOD             CGS
 KT1477  HISTORY     - 1967     MARK NOT FOUND   CGS
 KT1477
 KT1477                          STATION DESCRIPTION
 KT1477
 KT1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KT1477'2.4 MI SE FROM CUMMINGS.
 KT1477'2.4 MILES SOUTHEAST ALONG REDWOOD HIGHWAY FROM THE POST OFFICE AT
 KT1477'CUMMINGS, MENDOCINO COUNTY, AT EMPIRE, AT THE WEST EDGE OF EMPIRE
 KT1477'CAMP IN 1931, 54 FEET WEST OF THE NORTHWEST CORNER OF A CABIN
 KT1477'WHICH IS SOUTH ACROSS THE HIGHWAY FROM THE EMPIRE GARAGE, 32
 KT1477'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE
 KT1477'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1313.524 Y 102
 KT1477'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 KT1477'ABOVE GROUND.  NOTE-- THIS MARK IS 13.7 MILES NORTH ALONG
 KT1477'REDWOOD HIGHWAY FROM LAYTONVILLE.
 KT1477
 KT1477                          STATION RECOVERY (1967)
 KT1477
 KT1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1191 ***********************************************************************
 KT1191  DESIGNATION -  Y 104
 KT1191  PID         -  KT1191
 KT1191  STATE/COUNTY-  CA/MENDOCINO
 KT1191  USGS QUAD   -  UKIAH (1975)
 KT1191
 KT1191                         *CURRENT SURVEY CONTROL
 KT1191  ___________________________________________________________________
 KT1191* NAD 83(1986)-  39 08 59.     (N)    123 12 29.     (W)     SCALED    
 KT1191* NAVD 88     -       195.76   (+/-2cm)     642.3    (feet)  VERTCON   
 KT1191  ___________________________________________________________________
 KT1191  GEOID HEIGHT-         -30.10  (meters)                     GEOID09
 KT1191  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1191
 KT1191.The horizontal coordinates were scaled from a topographic map and have
 KT1191.an estimated accuracy of +/- 6 seconds.
 KT1191.
 KT1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1191
 KT1191.The vertical order pertains to the NGVD 29 superseded value.
 KT1191
 KT1191.The geoid height was determined by GEOID09.
 KT1191
 KT1191;                    North         East    Units  Estimated Accuracy
 KT1191;SPC CA 2     -   665,320.    1,895,580.      MT  (+/- 180 meters Scaled)
 KT1191
 KT1191                          SUPERSEDED SURVEY CONTROL
 KT1191
 KT1191  NGVD 29 (??/??/92)  194.880  (m)          639.37   (f) ADJ UNCH    1 2
 KT1191
 KT1191.Superseded values are not recommended for survey control.
 KT1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1191.See file dsdata.txt to determine how the superseded data were derived.
 KT1191
 KT1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ820334(NAD 83)
 KT1191
 KT1191_MARKER: DB = BENCH MARK DISK
 KT1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1191_SP_SET: PILLAR
 KT1191_STAMPING: 639.215 Y 104 1932
 KT1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1191+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003
 KT1191
 KT1191  HISTORY     - Date     Condition        Report By
 KT1191  HISTORY     - 1932     MONUMENTED       CGS
 KT1191  HISTORY     - 1964     GOOD             CGS
 KT1191  HISTORY     - 20030302 GOOD             INDIV
 KT1191
 KT1191                          STATION DESCRIPTION
 KT1191
 KT1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1191'AT UKIAH.
 KT1191'AT UKIAH, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PERKINS
 KT1191'AND SCHOOL STREETS, AT THE MASONIC BUILDING (OCCUPIED IN 1964 BY
 KT1191'MONTGOMERY WARD AND COMPANY), SET VERTICALLY IN THE NORTH FACE
 KT1191'OF THE BRICK PILLAR FORMING THE NORTHEAST CORNER OF THE BUILDING,
 KT1191'13.9 FEET WEST OF THE WEST CURB OF SCHOOL STREET, 8.7 FEET SOUTH
 KT1191'OF THE SOUTH CURB OF PERKINS STREET, AND 3.7 FEET ABOVE THE
 KT1191'SIDEWALK.
 KT1191
 KT1191                          STATION RECOVERY (2003)
 KT1191
 KT1191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KC)
 KT1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1060 ***********************************************************************
 JT1060  DESIGNATION -  Y 105
 JT1060  PID         -  JT1060
 JT1060  STATE/COUNTY-  CA/SONOMA
 JT1060  USGS QUAD   -  GEYSERVILLE (1997)
 JT1060
 JT1060                         *CURRENT SURVEY CONTROL
 JT1060  ___________________________________________________________________
 JT1060* NAD 83(1986)-  38 44 30.     (N)    122 56 50.     (W)     SCALED    
 JT1060* NAVD 88     -        77.43   (+/-2cm)     254.0    (feet)  VERTCON   
 JT1060  ___________________________________________________________________
 JT1060  GEOID HEIGHT-         -30.77  (meters)                     GEOID09
 JT1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1060
 JT1060.The horizontal coordinates were scaled from a topographic map and have
 JT1060.an estimated accuracy of +/- 6 seconds.
 JT1060.
 JT1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1060
 JT1060.The vertical order pertains to the NGVD 29 superseded value.
 JT1060
 JT1060.The geoid height was determined by GEOID09.
 JT1060
 JT1060;                    North         East    Units  Estimated Accuracy
 JT1060;SPC CA 2     -   619,760.    1,917,660.      MT  (+/- 180 meters Scaled)
 JT1060
 JT1060                          SUPERSEDED SURVEY CONTROL
 JT1060
 JT1060  NGVD 29 (??/??/92)   76.558  (m)          251.17   (f) ADJ UNCH    1 2
 JT1060
 JT1060.Superseded values are not recommended for survey control.
 JT1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1060.See file dsdata.txt to determine how the superseded data were derived.
 JT1060
 JT1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH045881(NAD 83)
 JT1060
 JT1060_MARKER: DD = SURVEY DISK
 JT1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1060_STAMPING: Y 105 1932
 JT1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1060+STABILITY: SURFACE MOTION
 JT1060
 JT1060  HISTORY     - Date     Condition        Report By
 JT1060  HISTORY     - 1932     MONUMENTED       CADH
 JT1060  HISTORY     - 1934     GOOD             CGS
 JT1060  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1060  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT1060  HISTORY     - 19900306 GOOD             USPSQD
 JT1060
 JT1060                          STATION DESCRIPTION
 JT1060
 JT1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT1060'3.3 MI N FROM GEYSERVILLE.
 JT1060'3.3 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1060'THE STATION AT GEYSERVILLE, SONOMA COUNTY, 4 POLES NORTH OF
 JT1060'MILEPOST 79, ABOUT 450 FEET WEST OF THE MAIN TRACK, ON U.S.
 JT1060'HIGHWAY 101, 104 FEET NORTH OF A HIGHWAY CULVERT AT STATION
 JT1060'604+57, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JT1060'AT A FENCE LINE.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 JT1060'DISK, STAMPED Y 105 1932 AND SET IN THE TOP OF A CONCRETE POST
 JT1060'PROJECTING 2 INCHES ABOVE GROUND.
 JT1060
 JT1060                          STATION RECOVERY (1960)
 JT1060
 JT1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1060'MARK NOT FOUND.
 JT1060
 JT1060                          STATION RECOVERY (1987)
 JT1060
 JT1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1060'MARK NOT FOUND.
 JT1060
 JT1060                          STATION RECOVERY (1990)
 JT1060
 JT1060'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGB)
 JT1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0728 ***********************************************************************
 JT0728  DESIGNATION -  Y 106
 JT0728  PID         -  JT0728
 JT0728  STATE/COUNTY-  CA/SONOMA
 JT0728  USGS QUAD   -  SANTA ROSA (1994)
 JT0728
 JT0728                         *CURRENT SURVEY CONTROL
 JT0728  ___________________________________________________________________
 JT0728* NAD 83(1986)-  38 24 52.     (N)    122 43 16.     (W)     SCALED    
 JT0728* NAVD 88     -        40.97   (+/-2cm)     134.4    (feet)  VERTCON   
 JT0728  ___________________________________________________________________
 JT0728  GEOID HEIGHT-         -31.50  (meters)                     GEOID09
 JT0728  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0728
 JT0728.The horizontal coordinates were scaled from a topographic map and have
 JT0728.an estimated accuracy of +/- 6 seconds.
 JT0728.
 JT0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0728
 JT0728.The vertical order pertains to the NGVD 29 superseded value.
 JT0728
 JT0728.The geoid height was determined by GEOID09.
 JT0728
 JT0728;                    North         East    Units  Estimated Accuracy
 JT0728;SPC CA 2     -   583,260.    1,937,020.      MT  (+/- 180 meters Scaled)
 JT0728
 JT0728                          SUPERSEDED SURVEY CONTROL
 JT0728
 JT0728  NGVD 29 (??/??/92)   40.108  (m)          131.59   (f) ADJ UNCH    1 2
 JT0728
 JT0728.Superseded values are not recommended for survey control.
 JT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0728.See file dsdata.txt to determine how the superseded data were derived.
 JT0728
 JT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH243518(NAD 83)
 JT0728
 JT0728_MARKER: DB = BENCH MARK DISK
 JT0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0728_STAMPING: 131.525 Y 106 1932
 JT0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0728+STABILITY: SURFACE MOTION
 JT0728
 JT0728  HISTORY     - Date     Condition        Report By
 JT0728  HISTORY     - 1932     MONUMENTED       CGS
 JT0728  HISTORY     - 1959     GOOD             CGS
 JT0728  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JT0728
 JT0728                          STATION DESCRIPTION
 JT0728
 JT0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0728'1.6 MI S FROM SANTA ROSA.
 JT0728'1.6 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT0728'THE STATION AT SANTA ROSA, SONOMA COUNTY, 5 POLES NORTH OF
 JT0728'MILEPOST 52, AT ROAD CROSSING 52-C, 30 FEET NORTH OF THE ROAD,
 JT0728'25 FEET WEST OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD
 JT0728'DISK, STAMPED 131.525 Y 106 1932 AND SET IN THE TOP OF A CONCRETE
 JT0728'POST PROJECTING 6 INCHES ABOVE GROUND.
 JT0728
 JT0728                          STATION RECOVERY (1985)
 JT0728
 JT0728'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT1751 ***********************************************************************
 HT1751  DESIGNATION -  Y 107
 HT1751  PID         -  HT1751
 HT1751  STATE/COUNTY-  CA/MARIN
 HT1751  USGS QUAD   -  SAN RAFAEL (1995)
 HT1751
 HT1751                         *CURRENT SURVEY CONTROL
 HT1751  ___________________________________________________________________
 HT1751* NAD 83(1986)-  37 58 19.     (N)    122 31 20.     (W)     SCALED    
 HT1751* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 HT1751  ___________________________________________________________________
 HT1751  GEOID HEIGHT-         -32.19  (meters)                     GEOID09
 HT1751  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1751
 HT1751.The horizontal coordinates were scaled from a topographic map and have
 HT1751.an estimated accuracy of +/- 6 seconds.
 HT1751.
 HT1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1751
 HT1751.The vertical order pertains to the NGVD 29 superseded value.
 HT1751
 HT1751.The geoid height was determined by GEOID09.
 HT1751
 HT1751;                    North         East    Units  Estimated Accuracy
 HT1751;SPC CA 3     -   665,280.    1,822,340.      MT  (+/- 180 meters Scaled)
 HT1751
 HT1751                          SUPERSEDED SURVEY CONTROL
 HT1751
 HT1751  NGVD 29 (??/??/92)    3.521  (m)           11.55   (f) ADJ UNCH    1 2
 HT1751
 HT1751.Superseded values are not recommended for survey control.
 HT1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1751.See file dsdata.txt to determine how the superseded data were derived.
 HT1751
 HT1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH419028(NAD 83)
 HT1751
 HT1751_MARKER: DB = BENCH MARK DISK
 HT1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1751_SP_SET: CONCRETE PILLAR
 HT1751_STAMPING: Y 1207 1932 11.558
 HT1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1751
 HT1751  HISTORY     - Date     Condition        Report By
 HT1751  HISTORY     - 1932     MONUMENTED       CGS
 HT1751  HISTORY     - 1951     GOOD             CGS
 HT1751  HISTORY     - 1964     GOOD             CGS
 HT1751
 HT1751                          STATION DESCRIPTION
 HT1751
 HT1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 HT1751'AT SAN RAFAEL.
 HT1751'AT SAN RAFAEL, ON TAMALPIAS AVENUE BETWEEN THIRD STREET AND
 HT1751'FOURTH STREET, DIRECTLY ACROSS THE TRACKS FROM THE NORTHWESTERN
 HT1751'PACIFIC RAILROAD STATION, ON THE WEST SIDE OF THE MARIA COUNTY
 HT1751'MILK COMPANY BUILDING, SET VERTICALLY IN THE TENTH CONCRETE
 HT1751'PILLAR NORTH OF THE SOUTHWEST CORNER, AND SET 3.6 FEET ABOVE
 HT1751'THE SIDEWALK.
 HT1751
 HT1751                          STATION RECOVERY (1964)
 HT1751
 HT1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HT1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0747 ***********************************************************************
 HT0747  DESIGNATION -  Y 108
 HT0747  PID         -  HT0747
 HT0747  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0747  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0747
 HT0747                         *CURRENT SURVEY CONTROL
 HT0747  ___________________________________________________________________
 HT0747* NAD 83(1986)-  37 47 13.7    (N)    122 24 32.8    (W)     HD_HELD2  
 HT0747* NAVD 88     -        23.98   (+/-2cm)      78.7    (feet)  VERTCON   
 HT0747  ___________________________________________________________________
 HT0747  GEOID HEIGHT-         -32.50  (meters)                     GEOID09
 HT0747  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0747
 HT0747.The horizontal coordinates were established by autonomous hand held GPS
 HT0747.observations and have an estimated accuracy of +/- 10 meters.
 HT0747.
 HT0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0747
 HT0747.The vertical order pertains to the NGVD 29 superseded value.
 HT0747
 HT0747.Photographs are available for this station.
 HT0747
 HT0747.The geoid height was determined by GEOID09.
 HT0747
 HT0747;                    North         East    Units  Estimated Accuracy
 HT0747;SPC CA 3     -   644,563.    1,831,858.      MT  (+/- 10 meters HH2 GPS)
 HT0747
 HT0747                          SUPERSEDED SURVEY CONTROL
 HT0747
 HT0747  NGVD 29 (??/??/92)   23.144  (m)           75.93   (f) ADJ UNCH    1 2
 HT0747
 HT0747.Superseded values are not recommended for survey control.
 HT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0747.See file dsdata.txt to determine how the superseded data were derived.
 HT0747
 HT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG5202882362(NAD 83)
 HT0747
 HT0747_MARKER: DB = BENCH MARK DISK
 HT0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0747_SP_SET: BUILDING
 HT0747_STAMPING: Y 108 1932
 HT0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0747
 HT0747  HISTORY     - Date     Condition        Report By
 HT0747  HISTORY     - 1932     MONUMENTED       CGS
 HT0747  HISTORY     - 1952     GOOD             CGS
 HT0747
 HT0747                          STATION DESCRIPTION
 HT0747
 HT0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HT0747'AT SAN FRANCISCO.
 HT0747'AT SAN FRANCISCO, ON GEARY STREET BETWEEN POWELL AND MASON STREETS,
 HT0747'SET VERTICALLY IN THE SOUTH GRANITE FACE OF THE ST. FRANCIS
 HT0747'HOTEL, 0.4 FOOT EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 HT0747'AND 4.0 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0568 ***********************************************************************
 HT0568  DESIGNATION -  Y 109
 HT0568  PID         -  HT0568
 HT0568  STATE/COUNTY-  CA/SAN MATEO
 HT0568  USGS QUAD   -  SAN MATEO (1997)
 HT0568
 HT0568                         *CURRENT SURVEY CONTROL
 HT0568  ___________________________________________________________________
 HT0568* NAD 83(1986)-  37 34 10.     (N)    122 19 37.     (W)     SCALED    
 HT0568* NAVD 88     -         8.65   (+/-2cm)      28.4    (feet)  VERTCON   
 HT0568  ___________________________________________________________________
 HT0568  GEOID HEIGHT-         -32.59  (meters)                     GEOID09
 HT0568  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0568
 HT0568.The horizontal coordinates were scaled from a topographic map and have
 HT0568.an estimated accuracy of +/- 6 seconds.
 HT0568.
 HT0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0568
 HT0568.The vertical order pertains to the NGVD 29 superseded value.
 HT0568
 HT0568.The geoid height was determined by GEOID09.
 HT0568
 HT0568;                    North         East    Units  Estimated Accuracy
 HT0568;SPC CA 3     -   620,260.    1,838,620.      MT  (+/- 180 meters Scaled)
 HT0568
 HT0568                          SUPERSEDED SURVEY CONTROL
 HT0568
 HT0568  NGVD 29 (??/??/92)    7.825  (m)           25.67   (f) ADJ UNCH    1 2
 HT0568
 HT0568.Superseded values are not recommended for survey control.
 HT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0568.See file dsdata.txt to determine how the superseded data were derived.
 HT0568
 HT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG594582(NAD 83)
 HT0568
 HT0568_MARKER: DB = BENCH MARK DISK
 HT0568_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HT0568_SP_SET: MASON TEMPLE BUILDING WALL
 HT0568_STAMPING: Y 109 1932
 HT0568_MARK LOGO: CGS   
 HT0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT0568+STABILITY: POSITION/ELEVATION WELL
 HT0568
 HT0568  HISTORY     - Date     Condition        Report By
 HT0568  HISTORY     - 1932     MONUMENTED       CGS
 HT0568  HISTORY     - 1965     GOOD             CGS
 HT0568  HISTORY     - 1967     GOOD             CGS
 HT0568  HISTORY     - 1976     GOOD             NGS
 HT0568  HISTORY     - 1986     GOOD             USPSQD
 HT0568  HISTORY     - 1986     GOOD             NGS
 HT0568
 HT0568                          STATION DESCRIPTION
 HT0568
 HT0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HT0568'AT SAN MATEO.
 HT0568'AT SAN MATEO, 2 BLOCKS NORTHWEST OF THE CITY HALL, AT THE
 HT0568'NORTH CORNER OF THE JUNCTION OF ELLSWORTH AND TILTON AVENUES,
 HT0568'VERTICALLY IN THE SOUTHEAST FACE OF THE SAN MATEO MASONIC
 HT0568'TEMPLE BUILDING, 5 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 HT0568'THE NORTHEAST ONE OF TWO ENTRANCES, ABOUT 10 FEET SOUTHWEST
 HT0568'OF THE EAST CORNER OF THE BUILDING, AND ABOUT 3 FEET HIGHER
 HT0568'THAN THE GROUND.
 HT0568
 HT0568                          STATION RECOVERY (1967)
 HT0568
 HT0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HT0568'RECOVERED IN GOOD CONDITION.
 HT0568
 HT0568                          STATION RECOVERY (1976)
 HT0568
 HT0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0568'AT SAN MATEO, 2 BLOCKS NORTHWEST OF CITY HALL, AT THE NORTH CORNER OF
 HT0568'THE INTERSECTION OF NORTH ELLSWORTH AVENUE AND TILTON AVENUE SET
 HT0568'VERTICALLY IN THE SOUTHEAST FACE OF THE SAN MATEO MASONIC TEMPLE
 HT0568'BUILDING, 5.5 FT SOUTHWEST OF THE SOUTHWEST SIDE OF THE NORTHEAST ONE
 HT0568'OF TWO ENTRANCES, 17.0 FT SOUTHWEST OF THE EAST CORNER OF THE BUILDING
 HT0568
 HT0568                          STATION RECOVERY (1986)
 HT0568
 HT0568'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS)
 HT0568'RECOVERED IN GOOD CONDITION.
 HT0568
 HT0568                          STATION RECOVERY (1986)
 HT0568
 HT0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HS2892 ***********************************************************************
 HS2892  DESIGNATION -  Y 111
 HS2892  PID         -  HS2892
 HS2892  STATE/COUNTY-  CA/SANTA CLARA
 HS2892  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2892
 HS2892                         *CURRENT SURVEY CONTROL
 HS2892  ___________________________________________________________________
 HS2892* NAD 83(1986)-  37 20 40.     (N)    121 55 05.     (W)     SCALED    
 HS2892* NAVD 88     -        24.98   (+/-2cm)      82.0    (feet)  VERTCON   
 HS2892  ___________________________________________________________________
 HS2892  GEOID HEIGHT-         -32.67  (meters)                     GEOID09
 HS2892  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2892
 HS2892.The horizontal coordinates were scaled from a topographic map and have
 HS2892.an estimated accuracy of +/- 6 seconds.
 HS2892.
 HS2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2892
 HS2892.The vertical order pertains to the NGVD 29 superseded value.
 HS2892
 HS2892.The geoid height was determined by GEOID09.
 HS2892
 HS2892;                    North         East    Units  Estimated Accuracy
 HS2892;SPC CA 3     -   594,670.    1,874,360.      MT  (+/- 180 meters Scaled)
 HS2892
 HS2892                          SUPERSEDED SURVEY CONTROL
 HS2892
 HS2892  NGVD 29 (??/??/92)   24.149  (m)           79.23   (f) ADJ UNCH    1 2
 HS2892
 HS2892.Superseded values are not recommended for survey control.
 HS2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2892.See file dsdata.txt to determine how the superseded data were derived.
 HS2892
 HS2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG958336(NAD 83)
 HS2892
 HS2892_MARKER: DB = BENCH MARK DISK
 HS2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2892_STAMPING: Y 111 1932
 HS2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2892+STABILITY: SURFACE MOTION
 HS2892
 HS2892  HISTORY     - Date     Condition        Report By
 HS2892  HISTORY     - 1932     MONUMENTED       CGS
 HS2892  HISTORY     - 1954     GOOD             CGS
 HS2892
 HS2892                          STATION DESCRIPTION
 HS2892
 HS2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HS2892'1.3 MI NW FROM SAN JOSE.
 HS2892'AT SAN JOSE, 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 HS2892'COMPANY RAILROAD FROM THE STATION, 1.3 MILES SOUTHEAST OF SANTA
 HS2892'CLARA, AT THE CROSSING OF HEDDING STREET, BETWEEN THE CURB
 HS2892'OF THE STREET AND THE SIDEWALK, 36.1 FEET NORTHEAST OF THE
 HS2892'NORTHEAST RAIL OF THE MAIN TRACK, 12.1 FEET NORTHWEST OF THE
 HS2892'WEST CORNER OF THE CONCRETE WALL OF CENTRAL CONCRETE SUPPLY
 HS2892'COMPANY INC., 4.0 FEET NORTH WEST OF THE NORTHWEST EDGE OF
 HS2892'THE SIDEWALK, 5.2 FEET SOUTHEAST OF THE CURB OF THE STREET,
 HS2892'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HS2892'POST PROJECTING 0.2 FOOT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1313 ***********************************************************************
 LU1313  DESIGNATION -  Z 100
 LU1313  PID         -  LU1313
 LU1313  STATE/COUNTY-  CA/HUMBOLDT
 LU1313  USGS QUAD   -  REDCREST (1969)
 LU1313
 LU1313                         *CURRENT SURVEY CONTROL
 LU1313  ___________________________________________________________________
 LU1313* NAD 83(1986)-  40 24 39.     (N)    123 55 44.     (W)     SCALED    
 LU1313* NAVD 88     -        46.02   (+/-2cm)     151.0    (feet)  VERTCON   
 LU1313  ___________________________________________________________________
 LU1313  GEOID HEIGHT-         -30.47  (meters)                     GEOID09
 LU1313  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1313
 LU1313.The horizontal coordinates were scaled from a topographic map and have
 LU1313.an estimated accuracy of +/- 6 seconds.
 LU1313.
 LU1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1313
 LU1313.The vertical order pertains to the NGVD 29 superseded value.
 LU1313
 LU1313.The geoid height was determined by GEOID09.
 LU1313
 LU1313;                    North         East    Units  Estimated Accuracy
 LU1313;SPC CA 1     -   621,450.    1,836,300.      MT  (+/- 180 meters Scaled)
 LU1313
 LU1313                          SUPERSEDED SURVEY CONTROL
 LU1313
 LU1313  NGVD 29 (??/??/92)   45.052  (m)          147.81   (f) ADJ UNCH    1 2
 LU1313
 LU1313.Superseded values are not recommended for survey control.
 LU1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1313.See file dsdata.txt to determine how the superseded data were derived.
 LU1313
 LU1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK211737(NAD 83)
 LU1313
 LU1313_MARKER: DB = BENCH MARK DISK
 LU1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1313_SP_SET: BRIDGE
 LU1313_STAMPING: Z 100 1931 147.395
 LU1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1313
 LU1313  HISTORY     - Date     Condition        Report By
 LU1313  HISTORY     - 1931     MONUMENTED       CGS
 LU1313  HISTORY     - 1967     GOOD             CGS
 LU1313
 LU1313                          STATION DESCRIPTION
 LU1313
 LU1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1313'3.5 MI SE FROM SHIVELY.
 LU1313'3.5 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 LU1313'FROM THE CROSSING OF A ROAD AT SHIVELY, 7.3 MILES NORTH OF WEOTT,
 LU1313'0.5 MILE NORTH OF LARABEE, IN THE TOP OF THE WEST END OF THE SOUTH
 LU1313'CONCRETE ABUTMENT OF A BRIDGE OVER LARABEE CREEK, AT RAILROAD
 LU1313'MILEAGE 242, 11 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 LU1313'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1249 ***********************************************************************
 LU1249  DESIGNATION -  Z 101
 LU1249  PID         -  LU1249
 LU1249  STATE/COUNTY-  CA/HUMBOLDT
 LU1249  USGS QUAD   -  GARBERVILLE (1970)
 LU1249
 LU1249                         *CURRENT SURVEY CONTROL
 LU1249  ___________________________________________________________________
 LU1249* NAD 83(1986)-  40 04 34.     (N)    123 47 26.     (W)     SCALED    
 LU1249* NAVD 88     -       198.72   (+/-2cm)     652.0    (feet)  VERTCON   
 LU1249  ___________________________________________________________________
 LU1249  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1249  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1249
 LU1249.The horizontal coordinates were scaled from a topographic map and have
 LU1249.an estimated accuracy of +/- 6 seconds.
 LU1249.
 LU1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1249
 LU1249.The vertical order pertains to the NGVD 29 superseded value.
 LU1249
 LU1249.The geoid height was determined by GEOID09.
 LU1249
 LU1249;                    North         East    Units  Estimated Accuracy
 LU1249;SPC CA 1     -   584,040.    1,847,280.      MT  (+/- 180 meters Scaled)
 LU1249
 LU1249                          SUPERSEDED SURVEY CONTROL
 LU1249
 LU1249  NGVD 29 (??/??/92)  197.795  (m)          648.93   (f) ADJ UNCH    1 2
 LU1249
 LU1249.Superseded values are not recommended for survey control.
 LU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1249.See file dsdata.txt to determine how the superseded data were derived.
 LU1249
 LU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325365(NAD 83)
 LU1249
 LU1249_MARKER: DB = BENCH MARK DISK
 LU1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1249_STAMPING: Z 101 1931 648.588
 LU1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1249+STABILITY: SURFACE MOTION
 LU1249
 LU1249  HISTORY     - Date     Condition        Report By
 LU1249  HISTORY     - 1931     MONUMENTED       CGS
 LU1249  HISTORY     - 1967     GOOD             CGS
 LU1249  HISTORY     - 1969     MARK NOT FOUND   USGS
 LU1249
 LU1249                          STATION DESCRIPTION
 LU1249
 LU1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1249'1.7 MI S FROM GARBERVILLE.
 LU1249'1.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1249'GARBERVILLE, ALONG AN ABANONED PORTION OF FORMER HIGHWAY, ABOUT
 LU1249'150 FEET SOUTHWEST UP HILL ALONG A DIM TRACK ROAD FROM THE PRESENT
 LU1249'HIGHWAY ABOUT 60 FEET WEST OF THE CENTER LINE OF THE ABANDONED
 LU1249'HIGHWAY, ALONG THE SOUTH SIDE OF A FALLEN TREE, 30 FEET WEST OF THE
 LU1249'WEST END OF THE REMAINS OF A CULVERT, 10 FEET SOUTH OF THE FALLEN
 LU1249'TREE BASE, 7 FEET EAST OF A WIRE FENCE, 1.0 FOOT NORTH OF A WITNESS
 LU1249'POST, ABOUT 40 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 LU1249'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LU1249
 LU1249                          STATION RECOVERY (1969)
 LU1249
 LU1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0861 ***********************************************************************
 KT0861  DESIGNATION -  Z 103
 KT0861  PID         -  KT0861
 KT0861  STATE/COUNTY-  CA/MENDOCINO
 KT0861  USGS QUAD   -  LONGVALE (1994)
 KT0861
 KT0861                         *CURRENT SURVEY CONTROL
 KT0861  ___________________________________________________________________
 KT0861* NAD 83(1986)-  39 31 27.     (N)    123 24 01.     (W)     SCALED    
 KT0861* NAVD 88     -       373.16   (+/-2cm)    1224.3    (feet)  VERTCON   
 KT0861  ___________________________________________________________________
 KT0861  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0861  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0861
 KT0861.The horizontal coordinates were scaled from a topographic map and have
 KT0861.an estimated accuracy of +/- 6 seconds.
 KT0861.
 KT0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0861
 KT0861.The vertical order pertains to the NGVD 29 superseded value.
 KT0861
 KT0861.The geoid height was determined by GEOID09.
 KT0861
 KT0861;                    North         East    Units  Estimated Accuracy
 KT0861;SPC CA 2     -   707,120.    1,879,610.      MT  (+/- 180 meters Scaled)
 KT0861
 KT0861                          SUPERSEDED SURVEY CONTROL
 KT0861
 KT0861  NGVD 29 (??/??/92)  372.227  (m)         1221.21   (f) ADJ UNCH    1 2
 KT0861
 KT0861.Superseded values are not recommended for survey control.
 KT0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0861.See file dsdata.txt to determine how the superseded data were derived.
 KT0861
 KT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ655750(NAD 83)
 KT0861
 KT0861_MARKER: DB = BENCH MARK DISK
 KT0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0861_SP_SET: BRIDGE
 KT0861_STAMPING: 1221.087 Z 103 1931
 KT0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0861
 KT0861  HISTORY     - Date     Condition        Report By
 KT0861  HISTORY     - 1931     MONUMENTED       CGS
 KT0861  HISTORY     - 1966     GOOD             CGS
 KT0861
 KT0861                          STATION DESCRIPTION
 KT0861
 KT0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0861'3.1 MI S FROM LONGVALE.
 KT0861'3.1 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0861'THE CROSSING OF DOS RIOS ROAD AT LONGVALE, OPPOSITE POLE 149/10,
 KT0861'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE 6
 KT0861'OVER OUTLET CREEK, 8.0 FEET EAST OF THE EAST RAIL, 1.7 FEET WEST
 KT0861'OF THE EAST END OF THE SOUTH ABUTMENT, ABOUT 2 FEET LOWER THAN THE
 KT0861'TRACK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1192 ***********************************************************************
 KT1192  DESIGNATION -  Z 104
 KT1192  PID         -  KT1192
 KT1192  STATE/COUNTY-  CA/MENDOCINO
 KT1192  USGS QUAD   -  UKIAH (1975)
 KT1192
 KT1192                         *CURRENT SURVEY CONTROL
 KT1192  ___________________________________________________________________
 KT1192* NAD 83(1986)-  39 09 01.     (N)    123 12 31.     (W)     SCALED    
 KT1192* NAVD 88     -       194.63   (+/-2cm)     638.5    (feet)  VERTCON   
 KT1192  ___________________________________________________________________
 KT1192  GEOID HEIGHT-         -30.10  (meters)                     GEOID09
 KT1192  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1192
 KT1192.The horizontal coordinates were scaled from a topographic map and have
 KT1192.an estimated accuracy of +/- 6 seconds.
 KT1192.
 KT1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1192
 KT1192.The vertical order pertains to the NGVD 29 superseded value.
 KT1192
 KT1192.The geoid height was determined by GEOID09.
 KT1192
 KT1192;                    North         East    Units  Estimated Accuracy
 KT1192;SPC CA 2     -   665,380.    1,895,540.      MT  (+/- 180 meters Scaled)
 KT1192
 KT1192                          SUPERSEDED SURVEY CONTROL
 KT1192
 KT1192  NGVD 29 (??/??/92)  193.757  (m)          635.68   (f) ADJ UNCH    1 2
 KT1192
 KT1192.Superseded values are not recommended for survey control.
 KT1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1192.See file dsdata.txt to determine how the superseded data were derived.
 KT1192
 KT1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ819334(NAD 83)
 KT1192
 KT1192_MARKER: DB = BENCH MARK DISK
 KT1192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1192_SP_SET: STEP
 KT1192_STAMPING: 635.527 Z 104 1932
 KT1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1192
 KT1192  HISTORY     - Date     Condition        Report By
 KT1192  HISTORY     - 1932     MONUMENTED       CGS
 KT1192  HISTORY     - 1964     GOOD             CGS
 KT1192  HISTORY     - 1988     GOOD             USPSQD
 KT1192
 KT1192                          STATION DESCRIPTION
 KT1192
 KT1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1192'AT UKIAH.
 KT1192'AT UKIAH, AT THE MENDOCINO COUNTY COURTHOUSE, AT THE SCHOOL
 KT1192'STREET ENTRANCE, IN THE TOP OF THE FIRST STEP, 12.7 FEET EAST OF
 KT1192'THE EAST CURB OF SCHOOL STREET, 0.5 FOOT NORTH OF THE SOUTH END
 KT1192'OF THE STEP, AND 0.5 FOOT ABOVE THE SIDEWALK.
 KT1192
 KT1192                          STATION RECOVERY (1988)
 KT1192
 KT1192'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 KT1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT1063 ***********************************************************************
 JT1063  DESIGNATION -  Z 105
 JT1063  PID         -  JT1063
 JT1063  STATE/COUNTY-  CA/SONOMA
 JT1063  USGS QUAD   -  GEYSERVILLE (1997)
 JT1063
 JT1063                         *CURRENT SURVEY CONTROL
 JT1063  ___________________________________________________________________
 JT1063* NAD 83(1986)-  38 43 24.     (N)    122 55 33.     (W)     SCALED    
 JT1063* NAVD 88     -        69.21   (+/-2cm)     227.1    (feet)  VERTCON   
 JT1063  ___________________________________________________________________
 JT1063  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 JT1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1063
 JT1063.The horizontal coordinates were scaled from a topographic map and have
 JT1063.an estimated accuracy of +/- 6 seconds.
 JT1063.
 JT1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1063
 JT1063.The vertical order pertains to the NGVD 29 superseded value.
 JT1063
 JT1063.The geoid height was determined by GEOID09.
 JT1063
 JT1063;                    North         East    Units  Estimated Accuracy
 JT1063;SPC CA 2     -   617,710.    1,919,490.      MT  (+/- 180 meters Scaled)
 JT1063
 JT1063                          SUPERSEDED SURVEY CONTROL
 JT1063
 JT1063  NGVD 29 (??/??/92)   68.337  (m)          224.20   (f) ADJ UNCH    1 2
 JT1063
 JT1063.Superseded values are not recommended for survey control.
 JT1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1063.See file dsdata.txt to determine how the superseded data were derived.
 JT1063
 JT1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH064860(NAD 83)
 JT1063
 JT1063_MARKER: DB = BENCH MARK DISK
 JT1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1063_SP_SET: CONCRETE POST
 JT1063_STAMPING: Z 105 1932 224.101
 JT1063_MARK LOGO: CGS   
 JT1063_PROJECTION: PROJECTING 2 CENTIMETERS
 JT1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1063+STABILITY: SURFACE MOTION
 JT1063
 JT1063  HISTORY     - Date     Condition        Report By
 JT1063  HISTORY     - 1932     MONUMENTED       CGS
 JT1063  HISTORY     - 1960     GOOD             CGS
 JT1063  HISTORY     - 1987     GOOD             NGS
 JT1063
 JT1063                          STATION DESCRIPTION
 JT1063
 JT1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1063'1.7 MI NW FROM GEYSERVILLE.
 JT1063'1.7 MILES NORTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT1063'TRACK FROM THE STATION AT GEYSERVILLE, SONOMA COUNTY, MIDWAY
 JT1063'BETWEEN MILEPOSTS 77 AND 78, AT A POINT WHERE A POWERLINE CROSSES
 JT1063'THE RAILROAD TRACK, 71.0 FEET SOUTHWEST OF POWERLINE POLE 19/10,
 JT1063'25.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 3.7 FEET
 JT1063'NORTHWEST OF A CORNER FENCE POST, 1.4 FEET NORTHWEST OF A
 JT1063'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 JT1063'A STANDARD DISK STAMPED 224.101 Z 105 1932 AND SET IN THE TOP
 JT1063'OF A CONCRETE POST THAT PROJECTS 0.1 FOOT ABOVE THE GROUND.
 JT1063
 JT1063                          STATION RECOVERY (1987)
 JT1063
 JT1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT1063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM
 JT1063'(1.60 MI) NORTHWESTERLY ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 JT1063'THE JUNCTION OF STATE HIGHWAY 128 IN GEYSERVILLE, 21.7 M (71.2 FT)
 JT1063'SOUTHWEST OF UTILITY POLE NUMBER 19 9, AND 7.6 M (24.9 FT) SOUTHWEST
 JT1063'OF THE NEAR RAIL.
 JT1063'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JT1063'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 JT0733 ***********************************************************************
 JT0733  DESIGNATION -  Z 106
 JT0733  PID         -  JT0733
 JT0733  STATE/COUNTY-  CA/SONOMA
 JT0733  USGS QUAD   -  SANTA ROSA (1994)
 JT0733
 JT0733                         *CURRENT SURVEY CONTROL
 JT0733  ___________________________________________________________________
 JT0733* NAD 83(1986)-  38 23 13.     (N)    122 43 14.     (W)     SCALED    
 JT0733* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 JT0733  ___________________________________________________________________
 JT0733  GEOID HEIGHT-         -31.56  (meters)                     GEOID09
 JT0733  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0733
 JT0733.The horizontal coordinates were scaled from a topographic map and have
 JT0733.an estimated accuracy of +/- 6 seconds.
 JT0733.
 JT0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0733
 JT0733.The vertical order pertains to the NGVD 29 superseded value.
 JT0733
 JT0733.The geoid height was determined by GEOID09.
 JT0733
 JT0733;                    North         East    Units  Estimated Accuracy
 JT0733;SPC CA 2     -   580,210.    1,937,050.      MT  (+/- 180 meters Scaled)
 JT0733
 JT0733                          SUPERSEDED SURVEY CONTROL
 JT0733
 JT0733  NGVD 29 (??/??/92)   30.861  (m)          101.25   (f) ADJ UNCH    1 2
 JT0733
 JT0733.Superseded values are not recommended for survey control.
 JT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0733.See file dsdata.txt to determine how the superseded data were derived.
 JT0733
 JT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH244487(NAD 83)
 JT0733
 JT0733_MARKER: DB = BENCH MARK DISK
 JT0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0733_STAMPING: 101.194 Z 106 1932
 JT0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0733+STABILITY: SURFACE MOTION
 JT0733
 JT0733  HISTORY     - Date     Condition        Report By
 JT0733  HISTORY     - 1932     MONUMENTED       CGS
 JT0733  HISTORY     - 1934     GOOD             CGS
 JT0733  HISTORY     - 1959     GOOD             CGS
 JT0733  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JT0733
 JT0733                          STATION DESCRIPTION
 JT0733
 JT0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0733'3.5 MI S FROM SANTA ROSA.
 JT0733'3.5 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0733'STATION AT SANTA ROSA, SONOMA COUNTY, 8 POLES NORTH OF MILEPOST
 JT0733'50, 25 FEET EAST OF THE CENTERLINE OF THE TRACK AT CATTLE GUARD
 JT0733'50-A (TODD ROAD CROSSING), AND AT THE JUNCTION OF THE RAILROAD
 JT0733'RIGHT-OF-WAY FENCE AND THE SOUTH ROAD FENCE.  A STANDARD DISK,
 JT0733'STAMPED 101.194 Z 106 1932 AND SET IN THE TOP OF A CONCRETE
 JT0733'POST.
 JT0733
 JT0733                          STATION RECOVERY (1959)
 JT0733
 JT0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0733'RECOVERED IN GOOD CONDITION.
 JT0733
 JT0733                          STATION RECOVERY (1984)
 JT0733
 JT0733'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 HT0746 ***********************************************************************
 HT0746  DESIGNATION -  Z 108
 HT0746  PID         -  HT0746
 HT0746  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0746  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0746
 HT0746                         *CURRENT SURVEY CONTROL
 HT0746  ___________________________________________________________________
 HT0746* NAD 83(1986)-  37 47 33.     (N)    122 24 10.     (W)     SCALED    
 HT0746* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 HT0746  ___________________________________________________________________
 HT0746  GEOID HEIGHT-         -32.49  (meters)                     GEOID09
 HT0746  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0746
 HT0746.The horizontal coordinates were scaled from a topographic map and have
 HT0746.an estimated accuracy of +/- 6 seconds.
 HT0746.
 HT0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0746
 HT0746.The vertical order pertains to the NGVD 29 superseded value.
 HT0746
 HT0746.The geoid height was determined by GEOID09.
 HT0746
 HT0746;                    North         East    Units  Estimated Accuracy
 HT0746;SPC CA 3     -   645,150.    1,832,430.      MT  (+/- 180 meters Scaled)
 HT0746
 HT0746                          SUPERSEDED SURVEY CONTROL
 HT0746
 HT0746  NGVD 29 (??/??/??)    5.828  (m)           19.12   (f) ADJUSTED    1 1
 HT0746
 HT0746.Superseded values are not recommended for survey control.
 HT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0746.See file dsdata.txt to determine how the superseded data were derived.
 HT0746
 HT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG525829(NAD 83)
 HT0746
 HT0746_MARKER: DB = BENCH MARK DISK
 HT0746_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HT0746_SP_SET: FOUNDATION WALL
 HT0746_STAMPING: Z 108 1932
 HT0746_MARK LOGO: CGS   
 HT0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT0746+STABILITY: POSITION/ELEVATION WELL
 HT0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0746+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 HT0746
 HT0746  HISTORY     - Date     Condition        Report By
 HT0746  HISTORY     - 1932     MONUMENTED       CGS
 HT0746  HISTORY     - 1972     GOOD             NGS
 HT0746  HISTORY     - 19880920 GOOD             NGS
 HT0746
 HT0746                          STATION DESCRIPTION
 HT0746
 HT0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT0746'AT SAN FRANCISCO.
 HT0746'AT THE SOUTHEAST CORNER OF THE JUNCTION OF MONTGOMERY STREET AND
 HT0746'CALIFORNIA STREET AT SAN FRANCISCO, SET VERTICALLY IN THE NORTH
 HT0746'FACE OF THE SECURITY PACIFIC BANK AT 485 CALIFORNIA STREET, 58.1
 HT0746'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, IN LINE AND
 HT0746'0.7 FOOT EAST OF THE EAST ONE OF A ROW OF 4 BRASS WATER VALVES,
 HT0746'18 FEET SOUTH OF THE SOUTH CURB OF CALIFORNIA STREET, 70 FEET
 HT0746'EAST OF THE EAST CURB OF MONTGOMERY STREET, AND ABOUT 3 FEET
 HT0746'HIGHER THAN THE SIDEWALK.
 HT0746
 HT0746                          STATION RECOVERY (1988)
 HT0746
 HT0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0746'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--THE
 HT0746'BANK OF AMERICA IS NOW THE SECURITY PACIFIC NATIONAL BANK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1198 ***********************************************************************
 KT1198  DESIGNATION -  ZENITH TELESCOPE BASE
 KT1198  PID         -  KT1198
 KT1198  STATE/COUNTY-  CA/MENDOCINO
 KT1198  USGS QUAD   -  UKIAH (1975)
 KT1198
 KT1198                         *CURRENT SURVEY CONTROL
 KT1198  ___________________________________________________________________
 KT1198* NAD 83(1992)-  39 08 14.11745(N)    123 12 42.16719(W)     NO CHECK  
 KT1198* NAVD 88     -       200.54   (+/-2cm)     657.9    (feet)  VERTCON   
 KT1198  ___________________________________________________________________
 KT1198  EPOCH DATE  -        1991.35
 KT1198  LAPLACE CORR-           3.39  (seconds)                    DEFLEC09
 KT1198  GEOID HEIGHT-         -30.13  (meters)                     GEOID09
 KT1198  HORZ ORDER  -  THIRD
 KT1198  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1198
 KT1198.The horizontal coordinates were established by classical geodetic methods
 KT1198.and adjusted by the National Geodetic Survey in March 1994.
 KT1198.
 KT1198.No horizontal observational check was made to the station.
 KT1198.
 KT1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1198
 KT1198.The vertical order pertains to the NGVD 29 superseded value.
 KT1198
 KT1198.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT1198
 KT1198.The geoid height was determined by GEOID09.
 KT1198
 KT1198;                    North         East     Units Scale Factor Converg.
 KT1198;SPC CA 2     -   663,941.684 1,895,248.748   MT  0.99991509   -0 45 50.2
 KT1198;SPC CA 2     - 2,178,282.01  6,217,995.27   sFT  0.99991509   -0 45 50.2
 KT1198;UTM  10      - 4,332,029.418   481,702.854   MT  0.99960412   -0 08 01.1
 KT1198
 KT1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT1198!SPC CA 2     -   0.99997326  x   0.99991509  =   0.99988836
 KT1198!UTM  10      -   0.99997326  x   0.99960412  =   0.99957739
 KT1198
 KT1198                          SUPERSEDED SURVEY CONTROL
 KT1198
 KT1198  NAD 83(1986)-  39 08 14.10437(N)    123 12 42.15978(W) AD(1984.00) 3
 KT1198  NAD 27      -  39 08 14.49669(N)    123 12 38.12720(W) AD(       ) 3
 KT1198  NGVD 29 (??/??/92)  199.660  (m)          655.05   (f) ADJ UNCH    1 2
 KT1198
 KT1198.Superseded values are not recommended for survey control.
 KT1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1198.See file dsdata.txt to determine how the superseded data were derived.
 KT1198
 KT1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8170232029(NAD 83)
 KT1198
 KT1198_MARKER: Z = SEE DESCRIPTION
 KT1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1198_SP_SET: BASE
 KT1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1198+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KT1198
 KT1198  HISTORY     - Date     Condition        Report By
 KT1198  HISTORY     - UNK      MONUMENTED       CGS
 KT1198  HISTORY     - 1964     GOOD             CGS
 KT1198  HISTORY     - 20030313 GOOD             INDIV
 KT1198
 KT1198                          STATION DESCRIPTION
 KT1198
 KT1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KT1198'AT UKIAH.
 KT1198'AT UKIAH, AT THE INTERNATIONAL LATITUDE OBSERVATORY, THE TOP AND
 KT1198'EXTREME NORTHWEST CORNER OF THE CONCRETE BASE SUPPORTING THE
 KT1198'ZENITH TELESCOPE, AND ABOUT 4 FEET ABOVE THE FLOOR.
 KT1198
 KT1198                          STATION RECOVERY (2003)
 KT1198
 KT1198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KC)
 KT1198'RECOVERED IN GOOD CONDITION.

 *** retrieval complete.
 Elapsed Time = 00:00:38

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 -   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.               -
 -                                                                           -
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  Pid    Name                           Lat        Lon        Elev      O o Hv
  ------ ----------------------------- ---------- ----------- --------- - - --
 >KT1109 1 S USGS                      39 24 47. /123 20 48.     414.     1 XX
 >JT0763 10.1                          38 14 10. /122 38 06.       3.     3 XX
 >JT0768 17                            38 13 59. /122 38 28.       6.     1 XX
 >HT1761 2 C OF SR                     37 58 21. /122 31 29.       4.     1 XX
 >HT1762 3 C OF SR                     37 58 22. /122 31 34.       4.     1 XX
 >LV0280 31=TIDAL 4                    40 48 12. /124 09 55.       9.     1 XX
 >KT1707 35 5 USGS                     39 11 38. /123 12 14.    192.152   1 DZ
 >HT1183 4268 USN                      37 24 22. /122 03 32.      12.     1 XX
 >JT0776 7 USGS                        38 09 21. /122 33 54.       3.     1 XX
 >LV0476 A 100                         40 46 31. /124 11 25.       3.     1 DD
 >KT1662 A 104                         39 31 04. /123 23 29.    373.436   1 DZ
 >HT1766 A 108                         37 58 28. /122 31 42.      10.     1 XX
 >HT0449 A 110                         37 33 32. /122 18 50.       4.     1 XX
 >HS3110 A 112                         37 20 02. /121 54 51.      30.     1 XX
 >LV0270 B 100                         40 45 38. /124 11 37.       2.     1 XX
 >HT1771 B 108                         37 58 30. /122 33 42.      15.     1 XX
 >HT0439 B 110                         37 32 44. /122 18 15.       4.     1 XX
 >HT1223 B 111                         37 25 18. /122 05 33.       3.     1 XX
 >JT1514 B 33 USGS                     38 02 01. /122 31 16.      2.708   1 DZ
 >HT1744 B 34 USGS                     37 59 26. /122 31 49.      29.     1 XX
 >HT1914 B 35 USGS                     37 58 21. /122 31 21.      2.630   1 DZ
 >HT1795 B 38 USGS                     37 52 36. /122 30 40.       2.     1 XX
 >JT1513 B 39 USGS                     38 04 02. /122 32 12.      5.734   1 DZ
 >HT0529 B 5 USGS                      37 38 27. /122 25 04.      10.     1 XX
 >HT2043 BM 167 A SERIAL 241           37 48 19. /122 27 15.      2.854   1 DZ
 >LV0471 BOLT RRBM                     40 32 11. /124 08 53.      23.     1 DD
 >LU1628 C 102                         40 02 24. /123 46 45.    127.334   1 DZ
 >JT0743 C 107                         38 19 55. /122 41 31.      35.     1 XX
 >HT1921 CITY 5                        37 58 25. /122 31 43.      6.576   1 DZ
 >LU1627 D 102                         40 02 08. /123 47 32.    155.829   1 DZ
 >KT1729 D 105                         39 04 44. /123 09 57.    169.696   1 DZ
 >JT0746 D 107                         38 18 50. /122 40 51.      36.     1 XX
 >HT0755 D 109                         37 47 07. /122 23 32.      35.     1 XX
 >HT0428 D 110                         37 31 50. /122 17 20.       4.     1 XX
 >HT1216 D 111                         37 24 46. /122 04 42.      10.     1 XX
 >LV0256 E 100                         40 40 28. /124 11 56.       1.     1 XX
 >KT1708 E 104 CAHD                    39 27 31. /123 20 56.    405.014   1 DZ
 >JT1084 E 106                         38 38 06. /122 52 29.      47.     1 XX
 >HT1774 E 108                         37 57 41. /122 33 22.       7.     1 XX
 >HT0783 E 109 TIDAL BM                37 47 07. /122 23 49.      17.     1 XX
 >LV0475 F 100                         40 38 34. /124 13 28.      16.     1 DD
 >LU1626 F 102                         40 00 03. /123 47 12.    144.632   1 DZ
 >KT1709 F 104                         39 26 27. /123 21 19.    407.166   1 DZ
 >HT1920 F 108                         37 57 07. /122 33 02.      3.219   1 DZ
 >HT1175 F 111                         37 24 12. /122 02 47.      12.     1 XX
 >HT1317 F 7                           37 29 09. /122 13 54.       4.     1 XX
 >KT1521 G 102                         39 59 04. /123 48 01.     175.     1 XX
 >KT1719 G 103 CAHD                    39 42 07. /123 29 12.    510.817   1 DZ
 >JT1520 G 106                         38 36 35. /122 52 02.     35.137   1 DZ
 >HT0752 G 109                         37 46 10. /122 24 41.       6.     1 XX
 >HT1210 G 111 SUNNYVALE               37 24 24.4/122 03 43.5     12.   2 1 XX
 >HT1334 G 7                           37 27 16. /122 10 55.      21.     1 XX
 >LV0474 H 100                         40 37 02. /124 12 02.      11.     1 DD
 >KT1717 H 103                         39 41 12. /123 28 53.    504.780   1 DZ
 >JT1090 H 106                         38 36 38. /122 52 08.      32.     1 XX
 >HT2021 H 109                         37 45 25. /122 24 45.     13.318   1 DZ
 >HS2820 I19                           37 20 16. /121 53 15.      26.     3 XX
 >HT1249 I7                            37 26 35. /122 09 50.      19.     1 XX
 >HT2033 IRON BOLE                     37 47 08. /122 23 32.     34.997   1 DZ
 >HT1960 IRON PIPE 47 CAHD             37 24 27. /122 03 59.     13.435   1 DZ
 >HT1957 IRON PIPE 48 CAHD             37 24 18. /122 03 22.     13.477   1 DZ
 >HT1954 IRON PIPE 51 CAHD             37 24 08. /122 02 23.     13.334   1 DZ
 >LV0473 J 100                         40 35 50. /124 09 49.      16.     1 DD
 >KT1514 J 102                         39 57 22. /123 46 33.     232.     1 XX
 >HT2012 J 109                         37 44 31. /122 25 23.     45.824   1 DZ
 >HT1313 J 110                         37 29 23. /122 13 33.       4.     2 XX
 >HT1241 J 7                           37 25 45. /122 08 29.       9.     1 XX
 >KT1711 K 104                         39 21 13. /123 19 12.    533.690   1 DZ
 >JT1519 K 106                         38 36 13. /122 51 21.     29.644   1 DZ
 >HT1785 K 108                         37 54 15. /122 31 33.       8.     1 XX
 >HT2013 K 109                         37 43 46. /122 26 22.     57.489   1 DZ
 >HT1305 K 110                         37 29 19. /122 12 46.       2.     1 XX
 >HT1145 K 111                         37 23 57. /122 01 38.      10.     1 XX
 >LU1285 L 101                         40 14 10. /123 49 28.     101.     1 XX
 >KT1701 L 102                         39 55 56. /123 46 03.    201.186   1 DZ
 >KT0886 L 103                         39 37 04. /123 27 46.     498.     1 XX
 >HT1303 L 110                         37 29 14. /122 11 59.       2.     1 XX
 >HT1143 L 111                         37 23 47. /122 01 04.       9.     1 XX
 >KT0882 M 103                         39 36 07. /123 27 13.     414.     1 XX
 >HT1300 M 110                         37 29 07. /122 11 11.       3.     1 XX
 >HS2923 M 7                           37 22 15. /121 59 43.      20.     1 XX
 >HT0745 MARBLE PILLAR                 37 47 27. /122 24 12.      13.     1 XX
 >LU1277 N 101                         40 13 18. /123 47 14.      72.     1 XX
 >KT1505 N 102                         39 54 17. /123 45 26.     236.     1 XX
 >HT1080 N 108                         37 50 15. /122 28 23.      32.     1 XX
 >HT0518 N 109                         37 42 29. /122 28 06.      76.     1 XX
 >HS2932 N 111                         37 23 25. /121 59 43.       9.     1 XX
 >JT1355 P 105                         38 53 38. /123 03 23.     136.     1 XX
 >JT1109 P 106                         38 31 33. /122 47 53.      32.     1 XX
 >HT1294 P 110                         37 28 27. /122 09 46.       5.     1 XX
 >HS2928 P 111                         37 22 50. /121 59 48.      15.     1 XX
 >HS2827 P 7                           37 20 17. /121 53 34.      27.     3 XX
 >HT0413 PALO ALTO NW BASE             37 30 30.5/122 15 41.0      8.   1 1 XX
 >HT3655 PALO ALTO SE BASE             37 26 39. /122 10 03.      19.     1 XX
 >HS2929 PIPE 53 CAHD                  37 23 06. /121 59 45.      12.     3 XX
 >LV0225 Q 100                         40 30 43. /124 06 46.      25.     1 XX
 >LU1634 R 101 CAHD                    40 10 31. /123 46 53.     80.609   1 DZ
 >KT1496 R 102                         39 52 39. /123 43 15.     279.     1 XX
 >JT0790 R 107                         38 06 26. /122 34 02.       5.     1 XX
 >HT0530 R 109                         37 37 51. /122 24 42.       7.     1 XX
 >HS2915 R 111                         37 22 03. /121 58 06.      16.     1 XX
 >HT2144 RM                            37 48 24. /122 26 53.      2.199   1 DZ
 >KT1661 RR 103                        39 32 25. /123 25 01.    359.309   1 DZ
 >JT1571 RR 105 CAHD                   38 52 00. /123 02 39.    118.837   1 DZ
 >JT0804 RV 207 NWPRR                  38 03 49. /122 31 59.       5.     3 XX
 >JT1512 RV 209 NWPRR                  38 03 07. /122 31 16.      6.900   1 DZ
 >HT1919 RV 228 NWPRR                  37 52 35. /122 30 39.      1.844   1 DZ
 >KT1730 RV 24 NWPRR                   39 26 59. /123 20 55.    404.624   1 DZ
 >KT1114 RV 27 NWPRR                   39 23 48. /123 20 28.     422.     1 XX
 >KT1150 RV 53 NWPRR                   39 14 42. /123 12 00.     208.     1 XX
 >KT1167 RV 65 NWPRR                   39 09 03. /123 12 12.     186.     1 XX
 >KT1194 RV 67 NWPRR                   39 08 28. /123 12 08.     183.     1 XX
 >JT1337 RV 95 NWPRR                   38 57 52. /123 06 44.     149.     1 XX
 >LU1633 S 101                         40 09 13. /123 47 42.     94.048   1 DZ
 >KT1626 S 102                         39 51 57. /123 42 54.    292.832   1 DZ
 >KT1154 S 104                         39 14 00. /123 12 05.     205.     1 XX
 >JT0716 S 106                         38 28 27. /122 45 11.      41.     1 XX
 >HT1252 S 110                         37 27 21. /122 09 02.      11.     1 XX
 >HS2912 S 111                         37 21 48. /121 57 34.      17.     1 XX
 >KT1199 SEISMOGRAPH BASE              39 08 16. /123 12 44.     199.     1 XX
 >LV0508 T 100                         40 27 37. /124 04 52.      33.     1 DD
 >LU1632 T 101                         40 08 33. /123 48 25.     87.127   1 DZ
 >KT1152 T 104 CAHD                    39 14 12. /123 12 02.     206.     1 XX
 >JT0719 T 106                         38 27 08. /122 44 01.      41.     1 XX
 >HT0553 T 109                         37 35 20. /122 21 55.       3.     1 XX
 >HT1086 TIDAL 15 FT BAKER             37 49 32. /122 28 41.       5.     1 XX
 >HT2044 TIDAL 178