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 17:08:20 EST
DN5659 ***********************************************************************
DN5659 CORS - This is a GPS Continuously Operating Reference Station.
DN5659 DESIGNATION - LOSOSOS___CS2006 CORS ARP
DN5659 CORS_ID - P523
DN5659 PID - DN5659
DN5659 STATE/COUNTY- CA/SAN LUIS OBISPO
DN5659 COUNTRY - US
DN5659 USGS QUAD - MORRO BAY SOUTH (2018)
DN5659
DN5659 *CURRENT SURVEY CONTROL
DN5659 ______________________________________________________________________
DN5659* NAD 83(2011) POSITION- 35 18 16.00607(N) 120 51 36.93092(W) ADJUSTED
DN5659* NAD 83(2011) ELLIP HT- 41.975 (meters) (06/??/19) ADJUSTED
DN5659* NAD 83(2011) EPOCH - 2010.00
DN5659 ______________________________________________________________________
DN5659 GEOID HEIGHT - -35.158 (meters) GEOID18
DN5659 NAD 83(2011) X - -2,672,968.779 (meters) COMP
DN5659 NAD 83(2011) Y - -4,473,243.677 (meters) COMP
DN5659 NAD 83(2011) Z - 3,665,507.474 (meters) COMP
DN5659
DN5659 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5659 Standards:
DN5659 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5659 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5659 -------------------------------------------------------------------
DN5659 NETWORK 0.15 0.46 0.06 0.06 0.23 0.22470000
DN5659 -------------------------------------------------------------------
DN5659
DN5659.The coordinates were established by GPS observations
DN5659.and adjusted by the National Geodetic Survey in June 2019.
DN5659
DN5659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5659.been affixed to the stable North American Tectonic Plate.
DN5659
DN5659.The coordinates are valid at the epoch date displayed above
DN5659.which is a decimal equivalence of Year/Month/Day.
DN5659
DN5659.Due to the release of the International GNSS Service (IGS) 2014
DN5659.realization of the International Terrestrial Reference Frame of 2014
DN5659.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5659.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5659.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5659.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5659.currently published epoch of 2010.00.
DN5659
DN5659.Additional information on MYCS2 is available at
DN5659.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5659
DN5659.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5659.GEOID18 height accuracy estimate available here.
DN5659
DN5659.The PID for the CORS L1 Phase Center is DQ5202.
DN5659
DN5659.Click photographs - Photos may exist for this station.
DN5659
DN5659.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5659
DN5659.The ellipsoidal height was determined by GPS observations
DN5659.and is referenced to NAD 83.
DN5659
DN5659. The following values were computed from the NAD 83(2011) position.
DN5659
DN5659; North East Units Scale Factor Converg.
DN5659;SPC CA 5 - 703,863.779 1,739,906.281 MT 0.99996866 -1 37 49.4
DN5659;SPC CA 5 - 2,309,259.75 5,708,342.52 sFT 0.99996866 -1 37 49.4
DN5659;UTM 10 - 3,908,905.807 694,544.130 MT 1.00006644 +1 14 13.2
DN5659
DN5659! - Elev Factor x Scale Factor = Combined Factor
DN5659!SPC CA 5 - 0.99999341 x 0.99996866 = 0.99996207
DN5659!UTM 10 - 0.99999341 x 1.00006644 = 1.00005985
DN5659
DN5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9454408905(NAD 83)
DN5659
DN5659 SUPERSEDED SURVEY CONTROL
DN5659
DN5659 NAD 83(2011)- 35 18 16.00616(N) 120 51 36.93070(W) AD(2010.00) c
DN5659 ELLIP H (01/??/12) 41.984 (m) GP(2010.00) c c
DN5659 NAD 83(CORS)- 35 18 15.99668(N) 120 51 36.92210(W) AD(2002.00) c
DN5659 ELLIP H (01/??/12) 41.982 (m) GP(2002.00) c c
DN5659
DN5659.Superseded values are not recommended for survey control.
DN5659
DN5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5659.See file dsdata.pdf to determine how the superseded data were derived.
DN5659
DN5659_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5659
DN5659 STATION DESCRIPTION
DN5659
DN5659'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN5659'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5659'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5659'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5659'https://geodesy.noaa.gov/CORS/data.shtml
DN5659'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 17:08:20 EST
DN5661 ***********************************************************************
DN5661 CORS - This is a GPS Continuously Operating Reference Station.
DN5661 DESIGNATION - LOSOSOS_CS2006 CORS GRP
DN5661 CORS_ID - P523
DN5661 PID - DN5661
DN5661 STATE/COUNTY- CA/SAN LUIS OBISPO
DN5661 COUNTRY - US
DN5661 USGS QUAD - MORRO BAY SOUTH (2018)
DN5661
DN5661 *CURRENT SURVEY CONTROL
DN5661 ______________________________________________________________________
DN5661* NAD 83(2011) POSITION- 35 18 16.00607(N) 120 51 36.93092(W) ADJUSTED
DN5661* NAD 83(2011) ELLIP HT- 41.967 (meters) (06/??/19) ADJUSTED
DN5661* NAD 83(2011) EPOCH - 2010.00
DN5661 ______________________________________________________________________
DN5661 GEOID HEIGHT - -35.158 (meters) GEOID18
DN5661 NAD 83(2011) X - -2,672,968.776 (meters) COMP
DN5661 NAD 83(2011) Y - -4,473,243.672 (meters) COMP
DN5661 NAD 83(2011) Z - 3,665,507.469 (meters) COMP
DN5661 LAPLACE CORR - 7.80 (seconds) DEFLEC18
DN5661
DN5661 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5661 Standards:
DN5661 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5661 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5661 -------------------------------------------------------------------
DN5661 NETWORK 0.15 0.46 0.06 0.06 0.23 0.22470000
DN5661 -------------------------------------------------------------------
DN5661
DN5661.The horizontal coordinates were established by GPS observations
DN5661.and adjusted by the National Geodetic Survey in June 2019.
DN5661
DN5661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5661.been affixed to the stable North American Tectonic Plate.
DN5661
DN5661.The horizontal coordinates are valid at the epoch date displayed above
DN5661.which is a decimal equivalence of Year/Month/Day.
DN5661
DN5661.Due to the release of the International GNSS Service (IGS) 2014
DN5661.realization of the International Terrestrial Reference Frame of 2014
DN5661.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5661.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5661.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5661.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5661.currently published epoch of 2010.00.
DN5661
DN5661.Additional information on MYCS2 is available at
DN5661.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5661
DN5661.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5661.GEOID18 height accuracy estimate available here.
DN5661
DN5661.Click photographs - Photos may exist for this station.
DN5661
DN5661.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5661
DN5661.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5661
DN5661.The ellipsoidal height was determined by GPS observations
DN5661.and is referenced to NAD 83.
DN5661
DN5661. The following values were computed from the NAD 83(2011) position.
DN5661
DN5661; North East Units Scale Factor Converg.
DN5661;SPC CA 5 - 703,863.779 1,739,906.281 MT 0.99996866 -1 37 49.4
DN5661;SPC CA 5 - 2,309,259.75 5,708,342.52 sFT 0.99996866 -1 37 49.4
DN5661;UTM 10 - 3,908,905.807 694,544.130 MT 1.00006644 +1 14 13.2
DN5661
DN5661! - Elev Factor x Scale Factor = Combined Factor
DN5661!SPC CA 5 - 0.99999341 x 0.99996866 = 0.99996207
DN5661!UTM 10 - 0.99999341 x 1.00006644 = 1.00005985
DN5661
DN5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9454408905(NAD 83)
DN5661
DN5661 SUPERSEDED SURVEY CONTROL
DN5661
DN5661 NAD 83(2011)- 35 18 16.00616(N) 120 51 36.93070(W) AD(2010.00) A
DN5661 ELLIP H (01/??/12) 41.976 (m) GP(2010.00) 4 1
DN5661 NAD 83(CORS)- 35 18 15.99668(N) 120 51 36.92210(W) AD(2002.00) A
DN5661 ELLIP H (01/??/12) 41.974 (m) GP(2002.00) 4 1
DN5661
DN5661.Superseded values are not recommended for survey control.
DN5661
DN5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5661.See file dsdata.pdf to determine how the superseded data were derived.
DN5661
DN5661_STAMPING: UNKNOWN
DN5661
DN5661 STATION DESCRIPTION
DN5661
DN5661'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P523'
DN5661'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5661'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5661'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5661' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5661' https://geodesy.noaa.gov/corsdata/station_log
DN5661' https://geodesy.noaa.gov/CORS
DN5661'RECOVERED AS DESCRIBED.
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