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 19, 2025 19:38:15 EST
 DG4679 ***********************************************************************
 DG4679  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4679  DESIGNATION -  BAKERSFIELD 2 CORS ARP
 DG4679  CORS_ID     -  BKR2
 DG4679  PID         -  DG4679
 DG4679  STATE/COUNTY-  CA/KERN
 DG4679  COUNTRY     -  US
 DG4679  USGS QUAD   -  CONNER (2018)
 DG4679
 DG4679                         *CURRENT SURVEY CONTROL
 DG4679  ______________________________________________________________________
 DG4679* NAD 83(2011) POSITION- 35 07 57.27306(N) 119 06 33.38523(W)   ADJUSTED
 DG4679* NAD 83(2011) ELLIP HT-    57.306 (meters)        (06/??/19)   ADJUSTED
 DG4679* NAD 83(2011) EPOCH   -  2010.00
 DG4679  ______________________________________________________________________
 DG4679  GEOID HEIGHT    -        -34.073 (meters)                     GEOID18
 DG4679  NAD 83(2011) X  - -2,540,393.277 (meters)                     COMP
 DG4679  NAD 83(2011) Y  - -4,562,447.961 (meters)                     COMP
 DG4679  NAD 83(2011) Z  -  3,649,938.370 (meters)                     COMP
 DG4679
 DG4679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4679  Standards:
 DG4679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4679  -------------------------------------------------------------------
 DG4679  NETWORK    0.20   0.58           0.09   0.07   0.30      0.04318200
 DG4679  -------------------------------------------------------------------
 DG4679
 DG4679.The coordinates were established by GPS observations
 DG4679.and adjusted by the National Geodetic Survey in June 2019.
 DG4679
 DG4679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4679.been affixed to the stable North American Tectonic Plate. 
 DG4679
 DG4679.The coordinates are valid at the epoch date displayed above
 DG4679.which is a decimal equivalence of Year/Month/Day.
 DG4679
 DG4679.Due to the release of the International GNSS Service (IGS) 2014
 DG4679.realization of the International Terrestrial Reference Frame of 2014
 DG4679.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DG4679.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DG4679.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DG4679.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DG4679.currently published epoch of 2010.00.
 DG4679
 DG4679.Additional information on MYCS2 is available at
 DG4679.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DG4679
 DG4679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4679.GEOID18 height accuracy estimate available here.
 DG4679
 DG4679.The PID for the CORS L1 Phase Center is DG7000.
 DG4679
 DG4679.Click photographs - Photos may exist for this station.
 DG4679
 DG4679.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4679
 DG4679.The ellipsoidal height was determined by GPS observations
 DG4679.and is referenced to NAD 83.
 DG4679
 DG4679. The following values were computed from the NAD 83(2011) position.
 DG4679
 DG4679;                    North         East     Units Scale Factor Converg.
 DG4679;SPC CA 5     -   681,653.564 1,898,907.727   MT  0.99994423   -0 37 56.3
 DG4679;SPC CA 5     - 2,236,391.73  6,229,999.77   sFT  0.99994423   -0 37 56.3
 DG4679;UTM  11      - 3,889,781.599   307,821.465   MT  1.00005518   -1 12 51.1
 DG4679
 DG4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4679!SPC CA 5     -   0.99999101  x   0.99994423  =   0.99993524
 DG4679!UTM  11      -   0.99999101  x   1.00005518  =   1.00004618
 DG4679
 DG4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU0782189781(NAD 83)
 DG4679
 DG4679                          SUPERSEDED SURVEY CONTROL
 DG4679
 DG4679  NAD 83(2011)-  35 07 57.27386(N)    119 06 33.38549(W) AD(2010.00) c
 DG4679  ELLIP H (08/??/11)   57.340  (m)                       GP(2010.00) c c
 DG4679  NAD 83(CORS)-  35 07 57.26876(N)    119 06 33.38146(W) AD(2002.00) c
 DG4679  ELLIP H (03/??/08)   57.374  (m)                       GP(2002.00) c c
 DG4679  NAD 83(CORS)-  35 07 57.26997(N)    119 06 33.38146(W) AD(2002.00) c
 DG4679  ELLIP H (10/??/04)   57.396  (m)                       GP(2002.00) c c
 DG4679  NAD 83(CORS)-  35 07 57.26947(N)    119 06 33.38151(W) AD(2002.00) c
 DG4679  ELLIP H (03/??/04)   57.312  (m)                       GP(2002.00) c c
 DG4679
 DG4679.Superseded values are not recommended for survey control.
 DG4679
 DG4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4679.See file dsdata.pdf to determine how the superseded data were derived.
 DG4679
 DG4679_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4679
 DG4679                          STATION DESCRIPTION
 DG4679
 DG4679'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DG4679'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DG4679'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DG4679'ACCESSIBLE AT THE WORLDWIDE WEB.
 DG4679'https://geodesy.noaa.gov/CORS/data.shtml
 DG4679'https://geodesy.noaa.gov/CORS




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