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 02:29:45 EST
 DM2696 ***********************************************************************
 DM2696  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM2696  DESIGNATION -  COTULLA CORS ARP
 DM2696  CORS_ID     -  TXCT
 DM2696  PID         -  DM2696
 DM2696  STATE/COUNTY-  TX/LA SALLE
 DM2696  COUNTRY     -  US
 DM2696  USGS QUAD   -  COTULLA (2019)
 DM2696
 DM2696                         *CURRENT SURVEY CONTROL
 DM2696  ______________________________________________________________________
 DM2696* NAD 83(2011) POSITION- 28 26 31.50060(N) 099 14 40.65748(W)   ADJUSTED
 DM2696* NAD 83(2011) ELLIP HT-   112.638 (meters)        (06/??/19)   ADJUSTED
 DM2696* NAD 83(2011) EPOCH   -  2010.00
 DM2696  ______________________________________________________________________
 DM2696  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 DM2696  NAD 83(2011) X  -   -901,672.506 (meters)                     COMP
 DM2696  NAD 83(2011) Y  - -5,539,751.165 (meters)                     COMP
 DM2696  NAD 83(2011) Z  -  3,019,728.038 (meters)                     COMP
 DM2696
 DM2696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2696  Standards:
 DM2696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2696  -------------------------------------------------------------------
 DM2696  NETWORK    0.17   0.48           0.05   0.08   0.24      0.12739500
 DM2696  -------------------------------------------------------------------
 DM2696
 DM2696.The coordinates were established by GPS observations
 DM2696.and adjusted by the National Geodetic Survey in June 2019.
 DM2696
 DM2696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2696.been affixed to the stable North American Tectonic Plate. 
 DM2696
 DM2696.The coordinates are valid at the epoch date displayed above
 DM2696.which is a decimal equivalence of Year/Month/Day.
 DM2696
 DM2696.Due to the release of the International GNSS Service (IGS) 2014
 DM2696.realization of the International Terrestrial Reference Frame of 2014
 DM2696.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM2696.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM2696.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM2696.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM2696.currently published epoch of 2010.00.
 DM2696
 DM2696.Additional information on MYCS2 is available at
 DM2696.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM2696
 DM2696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2696.GEOID18 height accuracy estimate available here.
 DM2696
 DM2696.The PID for the CORS L1 Phase Center is DS2844.
 DM2696
 DM2696.Click photographs - Photos may exist for this station.
 DM2696
 DM2696.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM2696
 DM2696.The ellipsoidal height was determined by GPS observations
 DM2696.and is referenced to NAD 83.
 DM2696
 DM2696. The following values were computed from the NAD 83(2011) position.
 DM2696
 DM2696;                    North         East     Units Scale Factor Converg.
 DM2696;SPC TXSC     - 4,067,493.457   576,037.348   MT  0.99998366   -0 07 11.4
 DM2696;SPC TXSC     -13,344,768.12  1,889,882.53   sFT  0.99998366   -0 07 11.4
 DM2696;UTM  14      - 3,146,200.160   476,046.484   MT  0.99960708   -0 06 59.4
 DM2696
 DM2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2696!SPC TXSC     -   0.99998231  x   0.99998366  =   0.99996597
 DM2696!UTM  14      -   0.99998231  x   0.99960708  =   0.99958939
 DM2696
 DM2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7604646200(NAD 83)
 DM2696
 DM2696                          SUPERSEDED SURVEY CONTROL
 DM2696
 DM2696  NAD 83(2011)-  28 26 31.50080(N)    099 14 40.65739(W) AD(2010.00) c
 DM2696  ELLIP H (08/??/11)  112.631  (m)                       GP(2010.00) c c
 DM2696  NAD 83(CORS)-  28 26 31.50092(N)    099 14 40.65794(W) AD(2002.00) c
 DM2696  ELLIP H (08/??/10)  112.635  (m)                       GP(2002.00) c c
 DM2696
 DM2696.Superseded values are not recommended for survey control.
 DM2696
 DM2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2696.See file dsdata.pdf to determine how the superseded data were derived.
 DM2696
 DM2696_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM2696
 DM2696                          STATION DESCRIPTION
 DM2696
 DM2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM2696'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM2696'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM2696'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM2696'https://geodesy.noaa.gov/CORS/data.shtml
 DM2696'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:03