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 20, 2025 06:15:24 EST
 DI0900 ***********************************************************************
 DI0900  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0900  DESIGNATION -  PIGEON POINT 6 CORS ARP
 DI0900  CORS_ID     -  PPT6
 DI0900  PID         -  DI0900
 DI0900  STATE/COUNTY-  CA/SAN MATEO
 DI0900  COUNTRY     -  US
 DI0900  USGS QUAD   -  PIGEON POINT (2018)
 DI0900
 DI0900                         *CURRENT SURVEY CONTROL
 DI0900  ______________________________________________________________________
 DI0900* NAD 83(2011) POSITION- 37 11 12.57530(N) 122 23 23.16989(W)   ADJUSTED
 DI0900* NAD 83(2011) ELLIP HT-     6.448 (meters)        (06/??/19)   ADJUSTED
 DI0900* NAD 83(2011) EPOCH   -  2010.00
 DI0900  ______________________________________________________________________
 DI0900  GEOID HEIGHT    -        -33.496 (meters)                     GEOID18
 DI0900  NAD 83(2011) X  - -2,725,248.198 (meters)                     COMP
 DI0900  NAD 83(2011) Y  - -4,295,999.357 (meters)                     COMP
 DI0900  NAD 83(2011) Z  -  3,833,935.504 (meters)                     COMP
 DI0900
 DI0900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0900  Standards:
 DI0900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0900  -------------------------------------------------------------------
 DI0900  NETWORK    0.18   0.55           0.08   0.07   0.28      0.19813000
 DI0900  -------------------------------------------------------------------
 DI0900
 DI0900.The coordinates were established by GPS observations
 DI0900.and adjusted by the National Geodetic Survey in June 2019.
 DI0900
 DI0900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0900.been affixed to the stable North American Tectonic Plate. 
 DI0900
 DI0900.The coordinates are valid at the epoch date displayed above
 DI0900.which is a decimal equivalence of Year/Month/Day.
 DI0900
 DI0900.Due to the release of the International GNSS Service (IGS) 2014
 DI0900.realization of the International Terrestrial Reference Frame of 2014
 DI0900.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI0900.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI0900.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI0900.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI0900.currently published epoch of 2010.00.
 DI0900
 DI0900.Additional information on MYCS2 is available at
 DI0900.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI0900
 DI0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0900.GEOID18 height accuracy estimate available here.
 DI0900
 DI0900.The PID for the CORS L1 Phase Center is DI0901.
 DI0900
 DI0900.Click photographs - Photos may exist for this station.
 DI0900
 DI0900.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0900
 DI0900.The ellipsoidal height was determined by GPS observations
 DI0900.and is referenced to NAD 83.
 DI0900
 DI0900. The following values were computed from the NAD 83(2011) position.
 DI0900
 DI0900;                    North         East     Units Scale Factor Converg.
 DI0900;SPC CA 3     -   577,919.000 1,832,216.117   MT  0.99997734   -1 09 25.1
 DI0900;SPC CA 3     - 1,896,055.92  6,011,195.71   sFT  0.99997734   -1 09 25.1
 DI0900;UTM  10      - 4,115,772.303   554,163.065   MT  0.99963614   +0 22 07.8
 DI0900
 DI0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0900!SPC CA 3     -   0.99999899  x   0.99997734  =   0.99997633
 DI0900!UTM  10      -   0.99999899  x   0.99963614  =   0.99963513
 DI0900
 DI0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG5416315772(NAD 83)
 DI0900
 DI0900                          SUPERSEDED SURVEY CONTROL
 DI0900
 DI0900  NAD 83(2011)-  37 11 12.57535(N)    122 23 23.16979(W) AD(2010.00) c
 DI0900  ELLIP H (08/??/11)    6.448  (m)                       GP(2010.00) c c
 DI0900  NAD 83(CORS)-  37 11 12.56573(N)    122 23 23.16119(W) AD(2002.00) c
 DI0900  ELLIP H (08/??/06)    6.459  (m)                       GP(2002.00) c c
 DI0900
 DI0900.Superseded values are not recommended for survey control.
 DI0900
 DI0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0900.See file dsdata.pdf to determine how the superseded data were derived.
 DI0900
 DI0900_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0900
 DI0900                          STATION DESCRIPTION
 DI0900
 DI0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI0900'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI0900'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI0900'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI0900'https://geodesy.noaa.gov/CORS/data.shtml
 DI0900'https://geodesy.noaa.gov/CORS




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