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 23:51:10 EST
DL7683 ***********************************************************************
DL7683 CORS - This is a GPS Continuously Operating Reference Station.
DL7683 DESIGNATION - CAT3_SCGN_CS2008 CORS ARP
DL7683 CORS_ID - CAT3
DL7683 PID - DL7683
DL7683 STATE/COUNTY- CA/LOS ANGELES
DL7683 COUNTRY - US
DL7683 USGS QUAD - SANTA CATALINA NORTH (2018)
DL7683
DL7683 *CURRENT SURVEY CONTROL
DL7683 ______________________________________________________________________
DL7683* NAD 83(2011) POSITION- 33 26 44.72981(N) 118 28 58.77257(W) ADJUSTED
DL7683* NAD 83(2011) ELLIP HT- 5.865 (meters) (05/??/21) ADJUSTED
DL7683* NAD 83(2011) EPOCH - 2010.00
DL7683 ______________________________________________________________________
DL7683 GEOID HEIGHT - -36.471 (meters) GEOID18
DL7683 NAD 83(2011) X - -2,540,622.198 (meters) COMP
DL7683 NAD 83(2011) Y - -4,682,558.151 (meters) COMP
DL7683 NAD 83(2011) Z - 3,495,319.203 (meters) COMP
DL7683
DL7683 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7683 Standards:
DL7683 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7683 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7683 -------------------------------------------------------------------
DL7683 NETWORK 0.10 0.32 0.04 0.04 0.16 0.13815300
DL7683 -------------------------------------------------------------------
DL7683
DL7683.The coordinates were established by GPS observations
DL7683.and adjusted by the National Geodetic Survey in May 2021.
DL7683
DL7683.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7683.been affixed to the stable North American Tectonic Plate.
DL7683
DL7683.The coordinates are valid at the epoch date displayed above
DL7683.which is a decimal equivalence of Year/Month/Day.
DL7683
DL7683.Due to the release of the International GNSS Service (IGS) 2014
DL7683.realization of the International Terrestrial Reference Frame of 2014
DL7683.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7683.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7683.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7683.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7683.currently published epoch of 2010.00.
DL7683
DL7683.Additional information on MYCS2 is available at
DL7683.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7683
DL7683.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7683.GEOID18 height accuracy estimate available here.
DL7683
DL7683.The PID for the CORS L1 Phase Center is DQ5198.
DL7683
DL7683.Click photographs - Photos may exist for this station.
DL7683
DL7683.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7683
DL7683.The ellipsoidal height was determined by GPS observations
DL7683.and is referenced to NAD 83.
DL7683
DL7683. The following values were computed from the NAD 83(2011) position.
DL7683
DL7683; North East Units Scale Factor Converg.
DL7683;SPC CA 6 - 644,078.070 1,792,400.348 MT 0.99995604 -1 13 37.4
DL7683;SPC CA 6 - 2,113,112.80 5,880,566.81 sFT 0.99995604 -1 13 37.4
DL7683;UTM 11 - 3,701,688.826 362,159.758 MT 0.99983425 -0 49 02.9
DL7683
DL7683! - Elev Factor x Scale Factor = Combined Factor
DL7683!SPC CA 6 - 0.99999908 x 0.99995604 = 0.99995512
DL7683!UTM 11 - 0.99999908 x 0.99983425 = 0.99983333
DL7683
DL7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6215901688(NAD 83)
DL7683
DL7683 SUPERSEDED SURVEY CONTROL
DL7683
DL7683 NAD 83(2011)- 33 26 44.72970(N) 118 28 58.77253(W) AD(2010.00) c
DL7683 ELLIP H (06/??/19) 5.858 (m) GP(2010.00) c c
DL7683 NAD 83(2011)- 33 26 44.72977(N) 118 28 58.77260(W) AD(2010.00) c
DL7683 ELLIP H (08/??/11) 5.852 (m) GP(2010.00) c c
DL7683 NAD 83(CORS)- 33 26 44.72139(N) 118 28 58.76395(W) AD(2002.00) c
DL7683 ELLIP H (05/??/10) 5.848 (m) GP(2002.00) c c
DL7683
DL7683.Superseded values are not recommended for survey control.
DL7683
DL7683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7683.See file dsdata.pdf to determine how the superseded data were derived.
DL7683
DL7683_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL7683
DL7683 STATION DESCRIPTION
DL7683
DL7683'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
DL7683'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL7683'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL7683'ACCESSIBLE AT THE WORLDWIDE WEB.
DL7683'https://geodesy.noaa.gov/CORS/data.shtml
DL7683'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 23:51:10 EST
DL7685 ***********************************************************************
DL7685 CORS - This is a GPS Continuously Operating Reference Station.
DL7685 DESIGNATION - CAT3_SCGN_CS2008 CORS GRP
DL7685 CORS_ID - CAT3
DL7685 PID - DL7685
DL7685 STATE/COUNTY- CA/LOS ANGELES
DL7685 COUNTRY - US
DL7685 USGS QUAD - SANTA CATALINA NORTH (2018)
DL7685
DL7685 *CURRENT SURVEY CONTROL
DL7685 ______________________________________________________________________
DL7685* NAD 83(2011) POSITION- 33 26 44.72981(N) 118 28 58.77257(W) ADJUSTED
DL7685* NAD 83(2011) ELLIP HT- 5.856 (meters) (05/??/21) ADJUSTED
DL7685* NAD 83(2011) EPOCH - 2010.00
DL7685 ______________________________________________________________________
DL7685 GEOID HEIGHT - -36.471 (meters) GEOID18
DL7685 NAD 83(2011) X - -2,540,622.195 (meters) COMP
DL7685 NAD 83(2011) Y - -4,682,558.145 (meters) COMP
DL7685 NAD 83(2011) Z - 3,495,319.199 (meters) COMP
DL7685 LAPLACE CORR - 2.01 (seconds) DEFLEC18
DL7685
DL7685 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7685 Standards:
DL7685 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7685 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7685 -------------------------------------------------------------------
DL7685 NETWORK 0.10 0.32 0.04 0.04 0.16 0.13815300
DL7685 -------------------------------------------------------------------
DL7685
DL7685.The horizontal coordinates were established by GPS observations
DL7685.and adjusted by the National Geodetic Survey in May 2021.
DL7685
DL7685.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7685.been affixed to the stable North American Tectonic Plate.
DL7685
DL7685.The horizontal coordinates are valid at the epoch date displayed above
DL7685.which is a decimal equivalence of Year/Month/Day.
DL7685
DL7685.Due to the release of the International GNSS Service (IGS) 2014
DL7685.realization of the International Terrestrial Reference Frame of 2014
DL7685.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7685.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7685.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7685.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7685.currently published epoch of 2010.00.
DL7685
DL7685.Additional information on MYCS2 is available at
DL7685.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7685
DL7685.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7685.GEOID18 height accuracy estimate available here.
DL7685
DL7685.Click photographs - Photos may exist for this station.
DL7685
DL7685.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7685
DL7685.The Laplace correction was computed from DEFLEC18 derived deflections.
DL7685
DL7685.The ellipsoidal height was determined by GPS observations
DL7685.and is referenced to NAD 83.
DL7685
DL7685. The following values were computed from the NAD 83(2011) position.
DL7685
DL7685; North East Units Scale Factor Converg.
DL7685;SPC CA 6 - 644,078.070 1,792,400.348 MT 0.99995604 -1 13 37.4
DL7685;SPC CA 6 - 2,113,112.80 5,880,566.81 sFT 0.99995604 -1 13 37.4
DL7685;UTM 11 - 3,701,688.826 362,159.758 MT 0.99983425 -0 49 02.9
DL7685
DL7685! - Elev Factor x Scale Factor = Combined Factor
DL7685!SPC CA 6 - 0.99999908 x 0.99995604 = 0.99995512
DL7685!UTM 11 - 0.99999908 x 0.99983425 = 0.99983333
DL7685
DL7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6215901688(NAD 83)
DL7685
DL7685 SUPERSEDED SURVEY CONTROL
DL7685
DL7685 NAD 83(2011)- 33 26 44.72970(N) 118 28 58.77253(W) AD(2010.00) A
DL7685 ELLIP H (06/??/19) 5.850 (m) GP(2010.00) 4 1
DL7685 NAD 83(2011)- 33 26 44.72977(N) 118 28 58.77260(W) AD(2010.00) A
DL7685 ELLIP H (08/??/11) 5.843 (m) GP(2010.00) 4 1
DL7685 NAD 83(CORS)- 33 26 44.72139(N) 118 28 58.76395(W) AD(2002.00) A
DL7685 ELLIP H (05/??/10) 5.840 (m) GP(2002.00) 4 1
DL7685
DL7685.Superseded values are not recommended for survey control.
DL7685
DL7685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7685.See file dsdata.pdf to determine how the superseded data were derived.
DL7685
DL7685_STAMPING: UNKNOWN
DL7685
DL7685 STATION DESCRIPTION
DL7685
DL7685'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CAT3'
DL7685'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL7685'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL7685'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL7685' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL7685' https://geodesy.noaa.gov/corsdata/station_log
DL7685' https://geodesy.noaa.gov/CORS
DL7685'RECOVERED AS DESCRIBED.
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