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 02:06:05 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




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