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 18:03:51 EST
DO2391 ***********************************************************************
DO2391 CORS - This is a GPS Continuously Operating Reference Station.
DO2391 DESIGNATION - WINT_BARD_CN1991 CORS ARP
DO2391 CORS_ID - WINT
DO2391 PID - DO2391
DO2391 STATE/COUNTY- CA/ALAMEDA
DO2391 COUNTRY - US
DO2391 USGS QUAD - SAN LEANDRO (2018)
DO2391
DO2391 *CURRENT SURVEY CONTROL
DO2391 ______________________________________________________________________
DO2391* NAD 83(2011) POSITION- 37 39 09.50556(N) 122 08 25.99420(W) ADJUSTED
DO2391* NAD 83(2011) ELLIP HT- -28.257 (meters) (06/??/19) ADJUSTED
DO2391* NAD 83(2011) EPOCH - 2010.00
DO2391 ______________________________________________________________________
DO2391 GEOID HEIGHT - -32.515 (meters) GEOID18
DO2391 NAD 83(2011) X - -2,689,809.356 (meters) COMP
DO2391 NAD 83(2011) Y - -4,281,189.084 (meters) COMP
DO2391 NAD 83(2011) Z - 3,874,973.544 (meters) COMP
DO2391
DO2391 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DO2391 Standards:
DO2391 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DO2391 Horiz Ellip SD_N SD_E SD_h (unitless)
DO2391 -------------------------------------------------------------------
DO2391 NETWORK 0.16 0.50 0.07 0.06 0.26 0.05179300
DO2391 -------------------------------------------------------------------
DO2391
DO2391.The coordinates were established by GPS observations
DO2391.and adjusted by the National Geodetic Survey in June 2019.
DO2391
DO2391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DO2391.been affixed to the stable North American Tectonic Plate.
DO2391
DO2391.The coordinates are valid at the epoch date displayed above
DO2391.which is a decimal equivalence of Year/Month/Day.
DO2391
DO2391.Due to the release of the International GNSS Service (IGS) 2014
DO2391.realization of the International Terrestrial Reference Frame of 2014
DO2391.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DO2391.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DO2391.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DO2391.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DO2391.currently published epoch of 2010.00.
DO2391
DO2391.Additional information on MYCS2 is available at
DO2391.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DO2391
DO2391.Significant digits in the geoid height do not necessarily reflect accuracy.
DO2391.GEOID18 height accuracy estimate available here.
DO2391
DO2391.The PID for the CORS L1 Phase Center is AE6307.
DO2391
DO2391.Click photographs - Photos may exist for this station.
DO2391
DO2391.The XYZ, and position/ellipsoidal ht. are equivalent.
DO2391
DO2391.The ellipsoidal height was determined by GPS observations
DO2391.and is referenced to NAD 83.
DO2391
DO2391. The following values were computed from the NAD 83(2011) position.
DO2391
DO2391; North East Units Scale Factor Converg.
DO2391;SPC CA 3 - 629,189.657 1,855,246.555 MT 0.99993065 -1 00 15.8
DO2391;SPC CA 3 - 2,064,266.40 6,086,754.74 sFT 0.99993065 -1 00 15.8
DO2391;UTM 10 - 4,167,623.250 575,812.323 MT 0.99967079 +0 31 30.1
DO2391
DO2391! - Elev Factor x Scale Factor = Combined Factor
DO2391!SPC CA 3 - 1.00000443 x 0.99993065 = 0.99993508
DO2391!UTM 10 - 1.00000443 x 0.99967079 = 0.99967522
DO2391
DO2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7581267623(NAD 83)
DO2391
DO2391 SUPERSEDED SURVEY CONTROL
DO2391
DO2391 NAD 83(2011)- 37 39 09.50579(N) 122 08 25.99416(W) AD(2010.00) c
DO2391 ELLIP H (12/??/12) -28.263 (m) GP(2010.00) c c
DO2391
DO2391.Superseded values are not recommended for survey control.
DO2391
DO2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DO2391.See file dsdata.pdf to determine how the superseded data were derived.
DO2391
DO2391_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DO2391
DO2391 STATION DESCRIPTION
DO2391
DO2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DO2391'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DO2391'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DO2391'ACCESSIBLE AT THE WORLDWIDE WEB.
DO2391'https://geodesy.noaa.gov/CORS/data.shtml
DO2391'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 18:03:51 EST
AI4510 ***********************************************************************
AI4510 HT_MOD - This is a Height Modernization Survey Station.
AI4510 CORS - This is a GPS Continuously Operating Reference Station.
AI4510 DESIGNATION - WINT_BARD_CN1991 CORS GRP
AI4510 CORS_ID - WINT
AI4510 PID - AI4510
AI4510 STATE/COUNTY- CA/ALAMEDA
AI4510 COUNTRY - US
AI4510 USGS QUAD - SAN LEANDRO (2018)
AI4510
AI4510 *CURRENT SURVEY CONTROL
AI4510 ______________________________________________________________________
AI4510* NAD 83(2011) POSITION- 37 39 09.50556(N) 122 08 25.99420(W) ADJUSTED
AI4510* NAD 83(2011) ELLIP HT- -28.253 (meters) (06/??/19) ADJUSTED
AI4510* NAD 83(2011) EPOCH - 2010.00
AI4510* NAVD 88 ORTHO HEIGHT - 4.26 (meters) 14.0 (feet) GPS OBS
AI4510 ______________________________________________________________________
AI4510 GEOID HEIGHT - -32.515 (meters) GEOID18
AI4510 NAD 83(2011) X - -2,689,809.358 (meters) COMP
AI4510 NAD 83(2011) Y - -4,281,189.087 (meters) COMP
AI4510 NAD 83(2011) Z - 3,874,973.546 (meters) COMP
AI4510 LAPLACE CORR - 2.86 (seconds) DEFLEC18
AI4510
AI4510 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AI4510 Standards:
AI4510 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AI4510 Horiz Ellip SD_N SD_E SD_h (unitless)
AI4510 -------------------------------------------------------------------
AI4510 NETWORK 0.16 0.50 0.07 0.06 0.26 0.05179300
AI4510 -------------------------------------------------------------------
AI4510
AI4510.The horizontal coordinates were established by GPS observations
AI4510.and adjusted by the National Geodetic Survey in June 2019.
AI4510
AI4510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AI4510.been affixed to the stable North American Tectonic Plate.
AI4510
AI4510.The horizontal coordinates are valid at the epoch date displayed above
AI4510.which is a decimal equivalence of Year/Month/Day.
AI4510
AI4510.Due to the release of the International GNSS Service (IGS) 2014
AI4510.realization of the International Terrestrial Reference Frame of 2014
AI4510.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AI4510.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AI4510.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AI4510.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AI4510.currently published epoch of 2010.00.
AI4510
AI4510.Additional information on MYCS2 is available at
AI4510.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AI4510
AI4510.The orthometric height was determined by GPS observations and a
AI4510.high-resolution geoid model using precise GPS observation and
AI4510.processing techniques.
AI4510
AI4510.Significant digits in the geoid height do not necessarily reflect accuracy.
AI4510.GEOID18 height accuracy estimate available here.
AI4510
AI4510.Click photographs - Photos may exist for this station.
AI4510
AI4510.The XYZ, and position/ellipsoidal ht. are equivalent.
AI4510
AI4510.The Laplace correction was computed from DEFLEC18 derived deflections.
AI4510
AI4510.The ellipsoidal height was determined by GPS observations
AI4510.and is referenced to NAD 83.
AI4510
AI4510. The following values were computed from the NAD 83(2011) position.
AI4510
AI4510; North East Units Scale Factor Converg.
AI4510;SPC CA 3 - 629,189.657 1,855,246.555 MT 0.99993065 -1 00 15.8
AI4510;SPC CA 3 - 2,064,266.40 6,086,754.74 sFT 0.99993065 -1 00 15.8
AI4510;UTM 10 - 4,167,623.250 575,812.323 MT 0.99967079 +0 31 30.1
AI4510
AI4510! - Elev Factor x Scale Factor = Combined Factor
AI4510!SPC CA 3 - 1.00000443 x 0.99993065 = 0.99993508
AI4510!UTM 10 - 1.00000443 x 0.99967079 = 0.99967522
AI4510
AI4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG7581267623(NAD 83)
AI4510
AI4510 SUPERSEDED SURVEY CONTROL
AI4510
AI4510 NAD 83(2011)- 37 39 09.50579(N) 122 08 25.99416(W) AD(2010.00) A
AI4510 ELLIP H (12/??/12) -28.259 (m) GP(2010.00) 4 1
AI4510 ELLIP H (02/10/07) -28.246 (m) GP(2007.00)
AI4510 NAD 83(2007)- 37 39 09.50300(N) 122 08 25.99232(W) AD(2007.00) 0
AI4510 ELLIP H (04/03/01) -28.209 (m) GP(2000.35) 1 1
AI4510 NAD 83(1998)- 37 39 09.49826(N) 122 08 25.98664(W) AD(2000.35) A
AI4510 ELLIP H (04/06/00) -28.214 (m) GP(1998.50) 3 1
AI4510 NAD 83(1998)- 37 39 09.49635(N) 122 08 25.98571(W) AD(1998.50) A
AI4510 NAVD 88 (11/17/08) 4.30 (m) GEOID03 model used GPS OBS
AI4510 NAVD 88 (04/03/01) 4.2 (m) UNKNOWN model used GPS OBS
AI4510 NAVD 88 (04/06/00) 4.3 (m) GEOID99 model used GPS OBS
AI4510
AI4510.Superseded values are not recommended for survey control.
AI4510
AI4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AI4510.See file dsdata.pdf to determine how the superseded data were derived.
AI4510
AI4510_MARKER: Z = SEE DESCRIPTION
AI4510_SETTING: 0 = UNSPECIFIED SETTING
AI4510_STAMPING: UNKNOWN
AI4510_MARK LOGO: NONE
AI4510_MAGNETIC: N = NO MAGNETIC MATERIAL
AI4510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
AI4510+STABILITY: POSITION/ELEVATION WELL
AI4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AI4510+SATELLITE: SATELLITE OBSERVATIONS - 1998
AI4510
AI4510 HISTORY - Date Condition Report By
AI4510 HISTORY - 1998 MONUMENTED NGS
AI4510
AI4510 STATION DESCRIPTION
AI4510
AI4510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998
AI4510'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'WINT'
AI4510'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AI4510'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AI4510'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AI4510' https://geodesy.noaa.gov/corsdata/coord/coord_14
AI4510' https://geodesy.noaa.gov/corsdata/station_log
AI4510' https://geodesy.noaa.gov/CORS
AI4510'RECOVERED AS DESCRIBED.
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