The NGS Data Sheet
See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 03:22:11 EST
AI2692 ***********************************************************************
AI2692 CORS - This is a GPS Continuously Operating Reference Station.
AI2692 DESIGNATION - GOLDSTONE DS STA CORS ARP
AI2692 CORS_ID - GOL2
AI2692 PID - AI2692
AI2692 STATE/COUNTY- CA/SAN BERNARDINO
AI2692 COUNTRY - US
AI2692 USGS QUAD - WEST OF NELSON LAKE (2018)
AI2692
AI2692 *CURRENT SURVEY CONTROL
AI2692 ______________________________________________________________________
AI2692* NAD 83(2011) POSITION- 35 25 30.54666(N) 116 53 21.25286(W) ADJUSTED
AI2692* NAD 83(2011) ELLIP HT- 987.384 (meters) (05/??/20) ADJUSTED
AI2692* NAD 83(2011) EPOCH - 2010.00
AI2692 ______________________________________________________________________
AI2692 GEOID HEIGHT - -30.618 (meters) GEOID18
AI2692 NAD 83(2011) X - -2,353,613.639 (meters) COMP
AI2692 NAD 83(2011) Y - -4,641,386.637 (meters) COMP
AI2692 NAD 83(2011) Z - 3,676,976.470 (meters) COMP
AI2692
AI2692 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AI2692 Standards:
AI2692 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AI2692 Horiz Ellip SD_N SD_E SD_h (unitless)
AI2692 -------------------------------------------------------------------
AI2692 NETWORK 0.04 0.12 0.02 0.02 0.06 0.03342100
AI2692 -------------------------------------------------------------------
AI2692
AI2692.The coordinates were established by GPS observations
AI2692.and adjusted by the National Geodetic Survey in May 2020.
AI2692
AI2692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AI2692.been affixed to the stable North American Tectonic Plate.
AI2692
AI2692.The coordinates are valid at the epoch date displayed above
AI2692.which is a decimal equivalence of Year/Month/Day.
AI2692
AI2692.Due to the release of the International GNSS Service (IGS) 2014
AI2692.realization of the International Terrestrial Reference Frame of 2014
AI2692.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AI2692.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AI2692.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AI2692.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AI2692.currently published epoch of 2010.00.
AI2692
AI2692.Additional information on MYCS2 is available at
AI2692.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AI2692
AI2692.Significant digits in the geoid height do not necessarily reflect accuracy.
AI2692.GEOID18 height accuracy estimate available here.
AI2692
AI2692.The PID for the CORS L1 Phase Center is AI2693.
AI2692
AI2692.Click photographs - Photos may exist for this station.
AI2692
AI2692.The XYZ, and position/ellipsoidal ht. are equivalent.
AI2692
AI2692.The ellipsoidal height was determined by GPS observations
AI2692.and is referenced to NAD 83.
AI2692
AI2692. The following values were computed from the NAD 83(2011) position.
AI2692
AI2692; North East Units Scale Factor Converg.
AI2692;SPC CA 5 - 714,112.009 2,100,869.323 MT 0.99999121 +0 37 59.3
AI2692;SPC CA 5 - 2,342,882.48 6,892,602.10 sFT 0.99999121 +0 37 59.3
AI2692;UTM 11 - 3,920,198.079 510,054.761 MT 0.99960125 +0 03 51.1
AI2692
AI2692! - Elev Factor x Scale Factor = Combined Factor
AI2692!SPC CA 5 - 0.99984504 x 0.99999121 = 0.99983626
AI2692!UTM 11 - 0.99984504 x 0.99960125 = 0.99944636
AI2692
AI2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV1005420198(NAD 83)
AI2692
AI2692 SUPERSEDED SURVEY CONTROL
AI2692
AI2692 NAD 83(2011)- 35 25 30.54639(N) 116 53 21.25130(W) AD(2010.00) c
AI2692 ELLIP H (02/??/20) 987.376 (m) GP(2010.00) c c
AI2692 NAD 83(2011)- 35 25 30.54687(N) 116 53 21.25288(W) AD(2010.00) c
AI2692 ELLIP H (06/??/19) 987.381 (m) GP(2010.00) c c
AI2692 ELLIP H (06/27/12) 987.387 (m) GP(2010.00) 0 0
AI2692 NAD 83(2011)- 35 25 30.54744(N) 116 53 21.25327(W) AD(2010.00) c
AI2692 NAD 83(2011)- 35 25 30.54744(N) 116 53 21.25327(W) AD(2010.00) c
AI2692 ELLIP H (08/??/11) 987.389 (m) GP(2010.00) c c
AI2692 ELLIP H (02/10/07) 987.353 (m) GP(2007.00)
AI2692 NAD 83(2007)- 35 25 30.54665(N) 116 53 21.25326(W) AD(2007.00) c
AI2692 NAD 83(CORS)- 35 25 30.54543(N) 116 53 21.25158(W) AD(2002.00) c
AI2692 ELLIP H (03/??/02) 987.400 (m) GP(2002.00) c c
AI2692 NAD 83(CORS)- 35 25 30.54370(N) 116 53 21.25038(W) AD(1997.00) c
AI2692 ELLIP H (07/??/00) 987.438 (m) GP(1997.00) c c
AI2692 NAD 83(CORS)- 35 25 30.54357(N) 116 53 21.25157(W) AD(1997.00) c
AI2692 ELLIP H (12/??/99) 987.446 (m) GP(1997.00) c c
AI2692 NAD 83(CORS)- 35 25 30.54416(N) 116 53 21.25076(W) AD(1997.00) c
AI2692 ELLIP H (07/??/96) 987.438 (m) GP(1997.00) c c
AI2692
AI2692.Superseded values are not recommended for survey control.
AI2692
AI2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AI2692.See file dsdata.pdf to determine how the superseded data were derived.
AI2692
AI2692_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AI2692
AI2692 STATION DESCRIPTION
AI2692
AI2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
AI2692'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AI2692'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AI2692'ACCESSIBLE AT THE WORLDWIDE WEB.
AI2692'https://geodesy.noaa.gov/CORS/data.shtml
AI2692'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 03:22:11 EST
AI2694 ***********************************************************************
AI2694 CORS - This is a GPS Continuously Operating Reference Station.
AI2694 DESIGNATION - GOLDSTONE CORS TOWER
AI2694 CORS_ID - GOL2
AI2694 PID - AI2694
AI2694 STATE/COUNTY- CA/SAN BERNARDINO
AI2694 COUNTRY - US
AI2694 USGS QUAD - WEST OF NELSON LAKE (2018)
AI2694
AI2694 *CURRENT SURVEY CONTROL
AI2694 ______________________________________________________________________
AI2694* NAD 83(2011) POSITION- 35 25 30.54666(N) 116 53 21.25286(W) ADJUSTED
AI2694* NAD 83(2011) ELLIP HT- 987.358 (meters) (05/??/20) ADJUSTED
AI2694* NAD 83(2011) EPOCH - 2010.00
AI2694* NAVD 88 ORTHO HEIGHT - 1018.0 (meters) 3340. (feet) GPS OBS
AI2694 ______________________________________________________________________
AI2694 NAVD 88 orthometric height was determined with an earlier geoid model
AI2694 GEOID HEIGHT - -30.618 (meters) GEOID18
AI2694 NAD 83(2011) X - -2,353,613.630 (meters) COMP
AI2694 NAD 83(2011) Y - -4,641,386.619 (meters) COMP
AI2694 NAD 83(2011) Z - 3,676,976.456 (meters) COMP
AI2694 LAPLACE CORR - 1.33 (seconds) DEFLEC18
AI2694
AI2694 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AI2694 Standards:
AI2694 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AI2694 Horiz Ellip SD_N SD_E SD_h (unitless)
AI2694 -------------------------------------------------------------------
AI2694 NETWORK 0.04 0.12 0.02 0.02 0.06 0.03342100
AI2694 -------------------------------------------------------------------
AI2694
AI2694.The horizontal coordinates were established by GPS observations
AI2694.and adjusted by the National Geodetic Survey in May 2020.
AI2694
AI2694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AI2694.been affixed to the stable North American Tectonic Plate.
AI2694
AI2694.The horizontal coordinates are valid at the epoch date displayed above
AI2694.which is a decimal equivalence of Year/Month/Day.
AI2694
AI2694.Due to the release of the International GNSS Service (IGS) 2014
AI2694.realization of the International Terrestrial Reference Frame of 2014
AI2694.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AI2694.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AI2694.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AI2694.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AI2694.currently published epoch of 2010.00.
AI2694
AI2694.Additional information on MYCS2 is available at
AI2694.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AI2694
AI2694.The orthometric height was determined by GPS observations and a
AI2694.high-resolution geoid model.
AI2694
AI2694.Significant digits in the geoid height do not necessarily reflect accuracy.
AI2694.GEOID18 height accuracy estimate available here.
AI2694
AI2694.Click photographs - Photos may exist for this station.
AI2694
AI2694.The XYZ, and position/ellipsoidal ht. are equivalent.
AI2694
AI2694.The Laplace correction was computed from DEFLEC18 derived deflections.
AI2694
AI2694.The ellipsoidal height was determined by GPS observations
AI2694.and is referenced to NAD 83.
AI2694
AI2694. The following values were computed from the NAD 83(2011) position.
AI2694
AI2694; North East Units Scale Factor Converg.
AI2694;SPC CA 5 - 714,112.009 2,100,869.323 MT 0.99999121 +0 37 59.3
AI2694;SPC CA 5 - 2,342,882.48 6,892,602.10 sFT 0.99999121 +0 37 59.3
AI2694;UTM 11 - 3,920,198.079 510,054.761 MT 0.99960125 +0 03 51.1
AI2694
AI2694! - Elev Factor x Scale Factor = Combined Factor
AI2694!SPC CA 5 - 0.99984505 x 0.99999121 = 0.99983626
AI2694!UTM 11 - 0.99984505 x 0.99960125 = 0.99944636
AI2694
AI2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV1005420198(NAD 83)
AI2694
AI2694 SUPERSEDED SURVEY CONTROL
AI2694
AI2694 NAD 83(2011)- 35 25 30.54639(N) 116 53 21.25130(W) AD(2010.00) A
AI2694 ELLIP H (02/??/20) 987.350 (m) GP(2010.00) 4 1
AI2694 NAD 83(2011)- 35 25 30.54687(N) 116 53 21.25288(W) AD(2010.00) A
AI2694 ELLIP H (06/??/19) 987.356 (m) GP(2010.00) 4 1
AI2694 NAD 83(2011)- 35 25 30.54744(N) 116 53 21.25327(W) AD(2010.00) A
AI2694 ELLIP H (08/??/11) 987.363 (m) GP(2010.00) 4 1
AI2694 ELLIP H (02/10/07) 987.375 (m) GP(2007.00)
AI2694 NAD 83(2007)- 35 25 30.54645(N) 116 53 21.25259(W) AD(2007.00) 0
AI2694 NAD 83(CORS)- 35 25 30.54543(N) 116 53 21.25158(W) AD(2002.00) A
AI2694 ELLIP H (03/??/02) 987.375 (m) GP(2002.00) 4 1
AI2694 NAD 83(CORS)- 35 25 30.54370(N) 116 53 21.25038(W) AD(1997.00) A
AI2694 ELLIP H (07/??/00) 987.412 (m) GP(1997.00) 4 1
AI2694 NAD 83(CORS)- 35 25 30.54357(N) 116 53 21.25157(W) AD(1997.00) A
AI2694 ELLIP H (12/??/99) 987.421 (m) GP(1997.00) 4 1
AI2694 NAD 83(CORS)- 35 25 30.54416(N) 116 53 21.25076(W) AD(1997.00) A
AI2694 ELLIP H (07/??/96) 987.412 (m) GP(1997.00) 4 1
AI2694
AI2694.Superseded values are not recommended for survey control.
AI2694
AI2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AI2694.See file dsdata.pdf to determine how the superseded data were derived.
AI2694
AI2694_STAMPING: NONE
AI2694
AI2694 STATION DESCRIPTION
AI2694
AI2694'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GOL2'
AI2694'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AI2694'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AI2694'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AI2694' https://geodesy.noaa.gov/corsdata/coord/coord_14
AI2694' https://geodesy.noaa.gov/corsdata/station_log
AI2694' https://geodesy.noaa.gov/CORS
AI2694'RECOVERED AS DESCRIBED.
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