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 02:05:55 EST
DN5676 ***********************************************************************
DN5676 CORS - This is a GPS Continuously Operating Reference Station.
DN5676 DESIGNATION - SKYB_SCGN_CS1999 CORS ARP
DN5676 CORS_ID - SKYB
DN5676 PID - DN5676
DN5676 STATE/COUNTY- CA/LOS ANGELES
DN5676 COUNTRY - US
DN5676 USGS QUAD - MINT CANYON (2018)
DN5676
DN5676 *CURRENT SURVEY CONTROL
DN5676 ______________________________________________________________________
DN5676* NAD 83(2011) POSITION- 34 26 19.03383(N) 118 28 43.01772(W) ADJUSTED
DN5676* NAD 83(2011) ELLIP HT- 520.968 (meters) (01/??/22) ADJUSTED
DN5676* NAD 83(2011) EPOCH - 2010.00
DN5676 ______________________________________________________________________
DN5676 GEOID HEIGHT - -33.430 (meters) GEOID18
DN5676 NAD 83(2011) X - -2,511,146.366 (meters) COMP
DN5676 NAD 83(2011) Y - -4,629,075.445 (meters) COMP
DN5676 NAD 83(2011) Z - 3,586,973.118 (meters) COMP
DN5676
DN5676 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5676 Standards:
DN5676 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5676 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5676 -------------------------------------------------------------------
DN5676 NETWORK 0.31 0.76 0.10 0.14 0.39 0.35947000
DN5676 -------------------------------------------------------------------
DN5676
DN5676.The coordinates were established by GPS observations
DN5676.and adjusted by the National Geodetic Survey in January 2022.
DN5676
DN5676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5676.been affixed to the stable North American Tectonic Plate.
DN5676
DN5676.The coordinates are valid at the epoch date displayed above
DN5676.which is a decimal equivalence of Year/Month/Day.
DN5676
DN5676.Due to the release of the International GNSS Service (IGS) 2014
DN5676.realization of the International Terrestrial Reference Frame of 2014
DN5676.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5676.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5676.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5676.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5676.currently published epoch of 2010.00.
DN5676
DN5676.Additional information on MYCS2 is available at
DN5676.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5676
DN5676.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5676.GEOID18 height accuracy estimate available here.
DN5676
DN5676.The PID for the CORS L1 Phase Center is DR7700.
DN5676
DN5676.Click photographs - Photos may exist for this station.
DN5676
DN5676.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5676
DN5676.The ellipsoidal height was determined by GPS observations
DN5676.and is referenced to NAD 83.
DN5676
DN5676. The following values were computed from the NAD 83(2011) position.
DN5676
DN5676; North East Units Scale Factor Converg.
DN5676;SPC CA 5 - 604,220.891 1,956,014.663 MT 0.99993691 -0 16 22.1
DN5676;SPC CA 5 - 1,982,348.04 6,417,358.11 sFT 0.99993691 -0 16 22.1
DN5676;UTM 11 - 3,811,782.514 364,153.361 MT 0.99982747 -0 50 10.8
DN5676
DN5676! - Elev Factor x Scale Factor = Combined Factor
DN5676!SPC CA 5 - 0.99991823 x 0.99993691 = 0.99985514
DN5676!UTM 11 - 0.99991823 x 0.99982747 = 0.99974571
DN5676
DN5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU6415311782(NAD 83)
DN5676
DN5676 SUPERSEDED SURVEY CONTROL
DN5676
DN5676 NAD 83(2011)- 34 26 19.03320(N) 118 28 43.01699(W) AD(2010.00) c
DN5676 ELLIP H (06/??/19) 520.953 (m) GP(2010.00) c c
DN5676 NAD 83(2011)- 34 26 19.03342(N) 118 28 43.01646(W) AD(2010.00) c
DN5676 ELLIP H (01/??/12) 520.929 (m) GP(2010.00) c c
DN5676 NAD 83(CORS)- 34 26 19.02748(N) 118 28 43.01005(W) AD(2002.00) c
DN5676 ELLIP H (01/??/12) 520.928 (m) GP(2002.00) c c
DN5676
DN5676.Superseded values are not recommended for survey control.
DN5676
DN5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5676.See file dsdata.pdf to determine how the superseded data were derived.
DN5676
DN5676_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5676
DN5676 STATION DESCRIPTION
DN5676
DN5676'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
DN5676'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5676'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5676'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5676'https://geodesy.noaa.gov/CORS/data.shtml
DN5676'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 02:05:55 EST
DN5678 ***********************************************************************
DN5678 CORS - This is a GPS Continuously Operating Reference Station.
DN5678 DESIGNATION - SKYB_SCGN_CS1999 CORS GRP
DN5678 CORS_ID - SKYB
DN5678 PID - DN5678
DN5678 STATE/COUNTY- CA/LOS ANGELES
DN5678 COUNTRY - US
DN5678 USGS QUAD - MINT CANYON (2018)
DN5678
DN5678 *CURRENT SURVEY CONTROL
DN5678 ______________________________________________________________________
DN5678* NAD 83(2011) POSITION- 34 26 19.03383(N) 118 28 43.01772(W) ADJUSTED
DN5678* NAD 83(2011) ELLIP HT- 520.959 (meters) (01/??/22) ADJUSTED
DN5678* NAD 83(2011) EPOCH - 2010.00
DN5678 ______________________________________________________________________
DN5678 GEOID HEIGHT - -33.430 (meters) GEOID18
DN5678 NAD 83(2011) X - -2,511,146.363 (meters) COMP
DN5678 NAD 83(2011) Y - -4,629,075.439 (meters) COMP
DN5678 NAD 83(2011) Z - 3,586,973.113 (meters) COMP
DN5678 LAPLACE CORR - 8.90 (seconds) DEFLEC18
DN5678
DN5678 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5678 Standards:
DN5678 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5678 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5678 -------------------------------------------------------------------
DN5678 NETWORK 0.31 0.76 0.10 0.14 0.39 0.35947000
DN5678 -------------------------------------------------------------------
DN5678
DN5678.The horizontal coordinates were established by GPS observations
DN5678.and adjusted by the National Geodetic Survey in January 2022.
DN5678
DN5678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5678.been affixed to the stable North American Tectonic Plate.
DN5678
DN5678.The horizontal coordinates are valid at the epoch date displayed above
DN5678.which is a decimal equivalence of Year/Month/Day.
DN5678
DN5678.Due to the release of the International GNSS Service (IGS) 2014
DN5678.realization of the International Terrestrial Reference Frame of 2014
DN5678.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5678.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5678.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5678.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5678.currently published epoch of 2010.00.
DN5678
DN5678.Additional information on MYCS2 is available at
DN5678.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5678
DN5678.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5678.GEOID18 height accuracy estimate available here.
DN5678
DN5678.Click photographs - Photos may exist for this station.
DN5678
DN5678.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5678
DN5678.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5678
DN5678.The ellipsoidal height was determined by GPS observations
DN5678.and is referenced to NAD 83.
DN5678
DN5678. The following values were computed from the NAD 83(2011) position.
DN5678
DN5678; North East Units Scale Factor Converg.
DN5678;SPC CA 5 - 604,220.891 1,956,014.663 MT 0.99993691 -0 16 22.1
DN5678;SPC CA 5 - 1,982,348.04 6,417,358.11 sFT 0.99993691 -0 16 22.1
DN5678;UTM 11 - 3,811,782.514 364,153.361 MT 0.99982747 -0 50 10.8
DN5678
DN5678! - Elev Factor x Scale Factor = Combined Factor
DN5678!SPC CA 5 - 0.99991823 x 0.99993691 = 0.99985514
DN5678!UTM 11 - 0.99991823 x 0.99982747 = 0.99974571
DN5678
DN5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU6415311782(NAD 83)
DN5678
DN5678 SUPERSEDED SURVEY CONTROL
DN5678
DN5678 NAD 83(2011)- 34 26 19.03320(N) 118 28 43.01699(W) AD(2010.00) A
DN5678 ELLIP H (06/??/19) 520.945 (m) GP(2010.00) 4 1
DN5678 NAD 83(2011)- 34 26 19.03342(N) 118 28 43.01646(W) AD(2010.00) A
DN5678 ELLIP H (01/??/12) 520.920 (m) GP(2010.00) 4 1
DN5678 NAD 83(CORS)- 34 26 19.02748(N) 118 28 43.01005(W) AD(2002.00) A
DN5678 ELLIP H (01/??/12) 520.919 (m) GP(2002.00) 4 1
DN5678
DN5678.Superseded values are not recommended for survey control.
DN5678
DN5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5678.See file dsdata.pdf to determine how the superseded data were derived.
DN5678
DN5678_STAMPING: UNKNOWN
DN5678
DN5678 STATION DESCRIPTION
DN5678
DN5678'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'SKYB'
DN5678'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5678'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5678'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5678' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5678' https://geodesy.noaa.gov/corsdata/station_log
DN5678' https://geodesy.noaa.gov/CORS
DN5678'RECOVERED AS DESCRIBED.
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