Data Sheet Retrieval
The NGS Data Sheet
See file dsdata.txt for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.9
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0232 ***********************************************************************
LV0232 DESIGNATION - M 100
LV0232 PID - LV0232
LV0232 STATE/COUNTY- CA/HUMBOLDT
LV0232 COUNTRY - US
LV0232 USGS QUAD - FORTUNA (1972)
LV0232
LV0232 *CURRENT SURVEY CONTROL
LV0232 ______________________________________________________________________
LV0232* NAD 83(1986) POSITION- 40 32 50. (N) 124 08 30. (W) SCALED
LV0232* NAVD 88 ORTHO HEIGHT - 19.26 (+/-2cm) 63.2 (feet) VERTCON
LV0232 ______________________________________________________________________
LV0232 GEOID HEIGHT - -30.984 (meters) GEOID12B
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LV0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)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.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0232.GEOID12B height accuracy estimate available here.
LV0232
LV0232.The vertical order pertains to the NGVD 29 superseded value.
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LV0232 SUPERSEDED SURVEY CONTROL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Superseded values are not recommended for survey control.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
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LV0232.See file dsdata.txt to determine how the superseded data were derived.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_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 = JULY 23, 2016
LV0662 ***********************************************************************
LV0662 DESIGNATION - ROHNPORT
LV0662 PID - LV0662
LV0662 STATE/COUNTY- CA/HUMBOLDT
LV0662 COUNTRY - US
LV0662 USGS QUAD - FORTUNA (1972)
LV0662
LV0662 *CURRENT SURVEY CONTROL
LV0662 ______________________________________________________________________
LV0662* NAD 83(2011) POSITION- 40 33 14.29062(N) 124 07 54.54030(W) ADJUSTED
LV0662* NAD 83(2011) ELLIP HT- 81.810 (meters) (06/27/12) ADJUSTED
LV0662* NAD 83(2011) EPOCH - 2010.00
LV0662* NAVD 88 ORTHO HEIGHT - 112.753 (meters) 369.92 (feet) ADJUSTED
LV0662 ______________________________________________________________________
LV0662 NAD 83(2011) X - -2,723,013.809 (meters) COMP
LV0662 NAD 83(2011) Y - -4,017,067.741 (meters) COMP
LV0662 NAD 83(2011) Z - 4,124,968.392 (meters) COMP
LV0662 LAPLACE CORR - 8.44 (seconds) DEFLEC12B
LV0662 GEOID HEIGHT - -30.941 (meters) GEOID12B
LV0662 DYNAMIC HEIGHT - 112.699 (meters) 369.75 (feet) COMP
LV0662 MODELED GRAVITY - 980,150.1 (mgal) NAVD 88
LV0662
LV0662 VERT ORDER - FIRST CLASS II
LV0662
LV0662 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
LV0662 Standards:
LV0662 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
LV0662 Horiz Ellip SD_N SD_E SD_h (unitless)
LV0662 -------------------------------------------------------------------
LV0662 NETWORK 0.83 1.37 0.38 0.29 0.70 0.05090149
LV0662 -------------------------------------------------------------------
LV0662 Click here for local accuracies and other accuracy information.
LV0662
LV0662
LV0662.This mark is at Rohnerville Airport (FOT)
LV0662
LV0662.The horizontal coordinates were established by GPS observations
LV0662.and adjusted by the National Geodetic Survey in June 2012.
LV0662
LV0662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
LV0662.been affixed to the stable North American tectonic plate. See
LV0662.NA2011 for more information.
LV0662
LV0662.The horizontal coordinates are valid at the epoch date displayed above
LV0662.which is a decimal equivalence of Year/Month/Day.
LV0662
LV0662.The orthometric height was determined by differential leveling and
LV0662.adjusted by the NATIONAL GEODETIC SURVEY
LV0662.in December 1992.
LV0662
LV0662.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0662.GEOID12B height accuracy estimate available here.
LV0662
LV0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
LV0662
LV0662.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0662
LV0662.The ellipsoidal height was determined by GPS observations
LV0662.and is referenced to NAD 83.
LV0662
LV0662.The dynamic height is computed by dividing the NAVD 88
LV0662.geopotential number by the normal gravity value computed on the
LV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LV0662.degrees latitude (g = 980.6199 gals.).
LV0662
LV0662.The modeled gravity was interpolated from observed gravity values.
LV0662
LV0662. The following values were computed from the NAD 83(2011) position.
LV0662
LV0662; North East Units Scale Factor Converg.
LV0662;SPC CA 1 - 637,732.279 1,819,470.232 MT 0.99990661 -1 23 38.3
LV0662;SPC CA 1 - 2,092,293.32 5,969,378.59 sFT 0.99990661 -1 23 38.3
LV0662;UTM 10 - 4,489,860.791 404,172.722 MT 0.99971303 -0 44 09.3
LV0662
LV0662! - Elev Factor x Scale Factor = Combined Factor
LV0662!SPC CA 1 - 0.99998717 x 0.99990661 = 0.99989378
LV0662!UTM 10 - 0.99998717 x 0.99971303 = 0.99970020
LV0662
LV0662: Primary Azimuth Mark Grid Az
LV0662:SPC CA 1 - ROHNPORT AZ MK 308 56 03.8
LV0662:UTM 10 - ROHNPORT AZ MK 308 16 34.8
LV0662
LV0662|---------------------------------------------------------------------|
LV0662| PID Reference Object Distance Geod. Az |
LV0662| dddmmss.s |
LV0662| LV0663 ROHNPORT AZ MK APPROX. 0.6 KM 3073225.5 |
LV0662|---------------------------------------------------------------------|
LV0662
LV0662 SUPERSEDED SURVEY CONTROL
LV0662
LV0662 NAD 83(2007)- 40 33 14.28895(N) 124 07 54.54145(W) AD(2007.00) 0
LV0662 ELLIP H (02/10/07) 81.818 (m) GP(2007.00)
LV0662 NAD 83(1998)- 40 33 14.28698(N) 124 07 54.54037(W) AD(2004.69) B
LV0662 ELLIP H (09/28/05) 81.821 (m) GP(2004.69) 4 1
LV0662 NAD 83(1992)- 40 33 14.28181(N) 124 07 54.53192(W) AD(1991.35) 1
LV0662 ELLIP H (06/13/97) 81.968 (m) GP(1991.35) 4 2
LV0662 NAD 83(1992)- 40 33 14.27561(N) 124 07 54.53737(W) AD(1991.35) 3
LV0662 NAD 83(1992)- 40 33 14.27574(N) 124 07 54.53723(W) AD(1991.35) 3
LV0662 ELLIP H (11/17/92) 82.124 (m) GP(1991.35) 5 1
LV0662 NAD 83(1992)- 40 33 14.26751(N) 124 07 54.54575(W) AD(1984.00) 3
LV0662 NAVD 88 (06/13/97) 112.75 (m) 369.9 (f) LEVELING 3
LV0662 NAVD 88 (11/17/92) 112.78 (m) 370.0 (f) LEVELING 3
LV0662 NAVD 88 (06/15/91) 112.784 (m) 370.03 (f) SUPERSEDED 1 2
LV0662 NGVD 29 (12/02/92) 111.772 (m) 366.71 (f) ADJUSTED 1 2
LV0662 NGVD 29 (10/13/92) 112.60 (m) 369.4 (f) LEVELING 3
LV0662
LV0662.Superseded values are not recommended for survey control.
LV0662
LV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0662.See file dsdata.txt to determine how the superseded data were derived.
LV0662
LV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0417289860(NAD 83)
LV0662
LV0662_MARKER: I = METAL ROD
LV0662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
LV0662_STAMPING: ROHNPORT 1987
LV0662_MARK LOGO: NGS
LV0662_PROJECTION: RECESSED 6 CENTIMETERS
LV0662_MAGNETIC: N = NO MAGNETIC MATERIAL
LV0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
LV0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
LV0662+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
LV0662_ROD/PIPE-DEPTH: 3.5 meters
LV0662_SLEEVE-DEPTH : 1.0 meters
LV0662
LV0662 HISTORY - Date Condition Report By
LV0662 HISTORY - 1987 MONUMENTED NGS
LV0662 HISTORY - 19880224 GOOD NGS
LV0662 HISTORY - 19920708 GOOD NGS
LV0662 HISTORY - 19920728 GOOD NGS
LV0662 HISTORY - 19931021 GOOD CADT
LV0662 HISTORY - 20040901 GOOD CADT
LV0662 HISTORY - 20110718 GOOD ATKNA
LV0662
LV0662 STATION DESCRIPTION
LV0662
LV0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
LV0662'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
LV0662'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
LV0662'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
LV0662'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD TO THE
LV0662'ROHNERVILLE AIRPORT TERMINAL, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
LV0662'AND TAXIWAY AND IN LINE WITH THE HOLDING LINE ON THE TWO RAMPS, 112.9
LV0662'M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING,
LV0662'45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 32.9 M
LV0662'(107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY 1 OF 2
LV0662'ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF THE
LV0662'CENTER OF THE TAXIWAY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER OF A
LV0662'CONCRETE ELECTRICAL COVER, AND LEVEL WITH THE TAXIWAY. NOTE--ACCESS
LV0662'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
LV0662
LV0662 STATION RECOVERY (1992)
LV0662
LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
LV0662'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
LV0662'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
LV0662'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, ON THE SOUTHEAST
LV0662'SIDE OF THE MAIN CONNECTOR. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF
LV0662'PUBLIC WORKS, 1106 SECOND STREET, EUREKA, CA 95501. AIRPORT MANAGER
LV0662'IS RAY L. BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE
LV0662'ARCATA-EUREKA AIRPORT).
LV0662'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
LV0662'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
LV0662'(1.09 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTH, ON AIRPORT ROAD
LV0662'FOR 0.86 KM (0.53 MI) TO A CROSSROAD. TURN RIGHT, WEST, ON PAVED
LV0662'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
LV0662'ON HILL. TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
LV0662'TAXI CONNECTOR ON THE RIGHT. TURN RIGHT, CROSSING PARALLEL TAXI, FOR
LV0662'40 M (131.2 FT) TO THE STATION ON THE LEFT.
LV0662'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
LV0662'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
LV0662'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
LV0662'IS 45.8 M (150.3 FT) NORTHEAST FROM THE RUNWAY CENTER, 32.9 M
LV0662'(107.9 FT) SOUTHEAST FROM THE CONNECTOR CENTER, 15.4 M (50.5 FT)
LV0662'SOUTHWEST FROM THE TAXI CENTER AND 7.7 M (25.3 FT) SOUTH FROM THE
LV0662'CENTER OF A CONCRETE ELECTRICAL VAULT.
LV0662
LV0662 STATION RECOVERY (1992)
LV0662
LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
LV0662'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
LV0662'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
LV0662'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
LV0662'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
LV0662'WESTERLY ALONG A PAVED ROAD LEADING TO THE ROHNERVILLE AIRPORT
LV0662'TERMINAL, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP,
LV0662'THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED RAMP, IN A MEDIAN
LV0662'BETWEEN A RUNWAY AND TAXIWAY AND IN LINE WITH THE HOLDING LINE OF THE
LV0662'TWO RAMPS, 112.9 M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
LV0662'TERMINAL, 45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY,
LV0662'32.9 M (107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY
LV0662'OF 2 ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF AND
LV0662'LEVEL WITH THE CENTER OF THE TAXIWAY, AND 8.0 M (26.2 FT) SOUTHEAST
LV0662'OF THE CENTER OF A UTILITY ACCESS COVER. NOTE--ACCESS TO THE DATUM
LV0662'POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET
LV0662'THE SPECIFICATIONS FOR A CLASS A MARK.
LV0662
LV0662 STATION RECOVERY (1993)
LV0662
LV0662'RECOVERY NOTE BY CALTRANS 1993 (DSC)
LV0662'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION
LV0662'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
LV0662
LV0662 STATION RECOVERY (2004)
LV0662
LV0662'RECOVERY NOTE BY CALTRANS 2004 (GN)
LV0662'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004. THIS STATION WAS
LV0662'OCCUPIED AS PART OF THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
LV0662'SURVEY OF 2004.
LV0662
LV0662 STATION RECOVERY (2011)
LV0662
LV0662'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
LV0662'RECOVERED IN GOOD CONDITION.
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0663 ***********************************************************************
LV0663 DESIGNATION - ROHNPORT AZ MK
LV0663 PID - LV0663
LV0663 STATE/COUNTY- CA/HUMBOLDT
LV0663 COUNTRY - US
LV0663 USGS QUAD - FORTUNA (1972)
LV0663
LV0663 *CURRENT SURVEY CONTROL
LV0663 ______________________________________________________________________
LV0663* NAD 83(2011) POSITION- 40 33 26.15815(N) 124 08 14.78928(W) ADJUSTED
LV0663* NAD 83(2011) ELLIP HT- 72.970 (meters) (06/27/12) ADJUSTED
LV0663* NAD 83(2011) EPOCH - 2010.00
LV0663* NAVD 88 ORTHO HEIGHT - 103.931 (meters) 340.98 (feet) ADJUSTED
LV0663 ______________________________________________________________________
LV0663 NAD 83(2011) X - -2,723,270.814 (meters) COMP
LV0663 NAD 83(2011) Y - -4,016,597.843 (meters) COMP
LV0663 NAD 83(2011) Z - 4,125,240.774 (meters) COMP
LV0663 LAPLACE CORR - 8.56 (seconds) DEFLEC12B
LV0663 GEOID HEIGHT - -30.960 (meters) GEOID12B
LV0663 DYNAMIC HEIGHT - 103.882 (meters) 340.82 (feet) COMP
LV0663 MODELED GRAVITY - 980,152.6 (mgal) NAVD 88
LV0663
LV0663 VERT ORDER - FIRST CLASS II
LV0663
LV0663 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
LV0663 Standards:
LV0663 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
LV0663 Horiz Ellip SD_N SD_E SD_h (unitless)
LV0663 -------------------------------------------------------------------
LV0663 NETWORK 1.43 2.80 0.61 0.53 1.43 -0.34745145
LV0663 -------------------------------------------------------------------
LV0663 Click here for local accuracies and other accuracy information.
LV0663
LV0663
LV0663.This mark is at Rohnerville Airport (FOT)
LV0663
LV0663.The horizontal coordinates were established by GPS observations
LV0663.and adjusted by the National Geodetic Survey in June 2012.
LV0663
LV0663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
LV0663.been affixed to the stable North American tectonic plate. See
LV0663.NA2011 for more information.
LV0663
LV0663.The horizontal coordinates are valid at the epoch date displayed above
LV0663.which is a decimal equivalence of Year/Month/Day.
LV0663
LV0663.The orthometric height was determined by differential leveling and
LV0663.adjusted by the NATIONAL GEODETIC SURVEY
LV0663.in December 1992.
LV0663
LV0663.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0663.GEOID12B height accuracy estimate available here.
LV0663
LV0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
LV0663
LV0663.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0663
LV0663.The ellipsoidal height was determined by GPS observations
LV0663.and is referenced to NAD 83.
LV0663
LV0663.The dynamic height is computed by dividing the NAVD 88
LV0663.geopotential number by the normal gravity value computed on the
LV0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LV0663.degrees latitude (g = 980.6199 gals.).
LV0663
LV0663.The modeled gravity was interpolated from observed gravity values.
LV0663
LV0663. The following values were computed from the NAD 83(2011) position.
LV0663
LV0663; North East Units Scale Factor Converg.
LV0663;SPC CA 1 - 638,109.804 1,819,002.934 MT 0.99990633 -1 23 51.5
LV0663;SPC CA 1 - 2,093,531.92 5,967,845.46 sFT 0.99990633 -1 23 51.5
LV0663;UTM 10 - 4,490,232.853 403,701.210 MT 0.99971415 -0 44 22.7
LV0663
LV0663! - Elev Factor x Scale Factor = Combined Factor
LV0663!SPC CA 1 - 0.99998855 x 0.99990633 = 0.99989488
LV0663!UTM 10 - 0.99998855 x 0.99971415 = 0.99970271
LV0663
LV0663: Primary Azimuth Mark Grid Az
LV0663:SPC CA 1 - ROHNPORT 128 56 03.8
LV0663:UTM 10 - ROHNPORT 128 16 35.0
LV0663
LV0663|---------------------------------------------------------------------|
LV0663| PID Reference Object Distance Geod. Az |
LV0663| dddmmss.s |
LV0663| LV0662 ROHNPORT APPROX. 0.6 KM 1273212.3 |
LV0663|---------------------------------------------------------------------|
LV0663
LV0663 SUPERSEDED SURVEY CONTROL
LV0663
LV0663 NAD 83(2007)- 40 33 26.15642(N) 124 08 14.79095(W) AD(2007.00) 0
LV0663 ELLIP H (02/10/07) 72.983 (m) GP(2007.00)
LV0663 NAD 83(1992)- 40 33 26.14304(N) 124 08 14.78694(W) AD(1991.35) 3
LV0663 NAD 83(1992)- 40 33 26.14316(N) 124 08 14.78680(W) AD(1991.35) 3
LV0663 ELLIP H (11/17/92) 73.289 (m) GP(1991.35) 5 1
LV0663 NAD 83(1992)- 40 33 26.13493(N) 124 08 14.79532(W) AD(1984.00) 3
LV0663 NAVD 88 (11/17/92) 103.96 (m) 341.1 (f) LEVELING 3
LV0663 NAVD 88 (06/15/91) 103.957 (m) 341.07 (f) SUPERSEDED 1 2
LV0663 NGVD 29 (12/02/92) 102.949 (m) 337.76 (f) ADJUSTED 1 2
LV0663 NGVD 29 (10/13/92) 103.78 (m) 340.5 (f) LEVELING 3
LV0663
LV0663.Superseded values are not recommended for survey control.
LV0663
LV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0663.See file dsdata.txt to determine how the superseded data were derived.
LV0663
LV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0370190232(NAD 83)
LV0663
LV0663_MARKER: I = METAL ROD
LV0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
LV0663_STAMPING: ROHNPORT AZ MK 1987
LV0663_MARK LOGO: NGS
LV0663_PROJECTION: FLUSH
LV0663_MAGNETIC: I = MARKER IS A STEEL ROD
LV0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
LV0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
LV0663+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
LV0663_ROD/PIPE-DEPTH: 6.2 meters
LV0663
LV0663 HISTORY - Date Condition Report By
LV0663 HISTORY - 1987 MONUMENTED NGS
LV0663 HISTORY - 19880224 GOOD NGS
LV0663 HISTORY - 19920708 GOOD NGS
LV0663 HISTORY - 19920728 GOOD NGS
LV0663
LV0663 STATION DESCRIPTION
LV0663
LV0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
LV0663'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
LV0663'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
LV0663'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
LV0663'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM
LV0663'(0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6 KM (0.35 MI)
LV0663'NORTHWESTERLY ALONG A TAXIWAY, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
LV0663'AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF THE
LV0663'NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF THE
LV0663'TAXIWAY, AND LEVEL WITH THE TAXIWAY. NOTE--ACCESS TO THE DATUM POINT
LV0663'IS THROUGH A 5-INCH LOGO CAP.
LV0663
LV0663 STATION RECOVERY (1992)
LV0663
LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
LV0663'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
LV0663'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
LV0663'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, NEAR THE END OF
LV0663'RUNWAY 11. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF PUBLIC WORKS,
LV0663'1106 SECOND STREET, EUREKA, CA 95501. AIRPORT MANAGER IS RAY L.
LV0663'BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE ARCATA-EUREKA
LV0663'AIRPORT).
LV0663'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
LV0663'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
LV0663'(1.09 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTH, ON AIRPORT ROAD
LV0663'FOR 0.86 KM (0.53 MI) TO A CROSSROAD. TURN RIGHT, WEST, ON PAVED
LV0663'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
LV0663'ON HILL. TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
LV0663'TAXI CONNECTOR ON THE RIGHT. TURN RIGHT FOR 30 M (98.4 FT) TO THE
LV0663'PARALLEL TAXI. TURN RIGHT, NORTHWEST, ON TAXI FOR 0.57 KM (0.35 MI)
LV0663'TO THE STATION ON THE LEFT.
LV0663'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
LV0663'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
LV0663'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
LV0663'IS 46.4 M (152.2 FT) NORTHEAST FROM THE RUNWAY CENTER, 15.3 M
LV0663'(50.2 FT) SOUTHWEST FROM THE TAXI CENTER, 22.2 M (72.8 FT)
LV0663'EAST-NORTHEAST FROM THE FIRST LIGHT FROM THE RUNWAY END AND 13.4 M
LV0663'(44.0 FT) SOUTH FROM THE SOUTH CORNER OF A RECTANGULAR CATCH BASIN.
LV0663
LV0663 STATION RECOVERY (1992)
LV0663
LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
LV0663'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
LV0663'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
LV0663'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
LV0663'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
LV0663'EASTERLY ALONG A PAVED ROAD TO THE ROHNERVILLE AIRPORT TERMINAL,
LV0663'THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6
LV0663'KM (0.35 MI) NORTHWESTERLY ALONG A TAXIWAY, IN A MEDIAN BETWEEN THE
LV0663'RUNWAY AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF
LV0663'THE NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER
LV0663'OF THE TAXIWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
LV0663'LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FRO A
LV0663'CLASS A MARK.
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