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 21:05:28 EST
 DL3500 ***********************************************************************
 DL3500  HT_MOD      -  This is a Height Modernization Survey Station.
 DL3500  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL3500  DESIGNATION -  CUERO CORS ARP
 DL3500  CORS_ID     -  TXCU
 DL3500  PID         -  DL3500
 DL3500  STATE/COUNTY-  TX/DE WITT
 DL3500  COUNTRY     -  US
 DL3500  USGS QUAD   -  CONCRETE (2019)
 DL3500
 DL3500                         *CURRENT SURVEY CONTROL
 DL3500  ______________________________________________________________________
 DL3500* NAD 83(2011) POSITION- 29 08 01.89132(N) 097 16 34.72288(W)   ADJUSTED
 DL3500* NAD 83(2011) ELLIP HT-    54.075 (meters)        (04/??/22)   ADJUSTED
 DL3500* NAD 83(2011) EPOCH   -  2010.00
 DL3500* NAVD 88 ORTHO HEIGHT -    81.36  (meters)      266.9   (feet) GPS OBS
 DL3500  ______________________________________________________________________
 DL3500  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL3500  GEOID HEIGHT    -        -27.290 (meters)                     GEOID09
 DL3500  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 DL3500  NAD 83(2011) X  -   -706,184.712 (meters)                     COMP
 DL3500  NAD 83(2011) Y  - -5,530,775.876 (meters)                     COMP
 DL3500  NAD 83(2011) Z  -  3,086,895.390 (meters)                     COMP
 DL3500
 DL3500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3500  Standards:
 DL3500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3500  -------------------------------------------------------------------
 DL3500  NETWORK    0.16   0.43           0.05   0.08   0.22      0.10385800
 DL3500  -------------------------------------------------------------------
 DL3500
 DL3500.The coordinates were established by GPS observations
 DL3500.and adjusted by the National Geodetic Survey in April 2022.
 DL3500
 DL3500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3500.been affixed to the stable North American Tectonic Plate. 
 DL3500
 DL3500.The coordinates are valid at the epoch date displayed above
 DL3500.which is a decimal equivalence of Year/Month/Day.
 DL3500
 DL3500.Due to the release of the International GNSS Service (IGS) 2014
 DL3500.realization of the International Terrestrial Reference Frame of 2014
 DL3500.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL3500.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL3500.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL3500.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL3500.currently published epoch of 2010.00.
 DL3500
 DL3500.Additional information on MYCS2 is available at
 DL3500.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL3500
 DL3500.The orthometric height was determined by GPS observations and a
 DL3500.high-resolution geoid model using precise GPS observation and
 DL3500.processing techniques.
 DL3500
 DL3500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3500.GEOID18 height accuracy estimate available here.
 DL3500
 DL3500.The PID for the CORS L1 Phase Center is DR9301.
 DL3500
 DL3500.Click photographs - Photos may exist for this station.
 DL3500
 DL3500.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL3500
 DL3500.The ellipsoidal height was determined by GPS observations
 DL3500.and is referenced to NAD 83.
 DL3500
 DL3500. The following values were computed from the NAD 83(2011) position.
 DL3500
 DL3500;                    North         East     Units Scale Factor Converg.
 DL3500;SPC TXSC     - 4,145,368.783   767,709.454   MT  0.99986936   +0 50 40.0
 DL3500;SPC TXSC     -13,600,264.08  2,518,726.77   sFT  0.99986936   +0 50 40.0
 DL3500;UTM  14      - 3,224,044.384   667,683.745   MT  0.99994698   +0 50 21.8
 DL3500
 DL3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3500!SPC TXSC     -   0.99999151  x   0.99986936  =   0.99986087
 DL3500!UTM  14      -   0.99999151  x   0.99994698  =   0.99993849
 DL3500
 DL3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6768324044(NAD 83)
 DL3500
 DL3500                          SUPERSEDED SURVEY CONTROL
 DL3500
 DL3500  NAD 83(2011)-  29 08 01.89132(N)    097 16 34.72288(W) AD(2010.00) c
 DL3500  ELLIP H (06/??/19)   54.056  (m)                       GP(2010.00) c c
 DL3500  NAD 83(2011)-  29 08 01.89136(N)    097 16 34.72290(W) AD(2010.00) c
 DL3500  ELLIP H (08/??/11)   54.046  (m)                       GP(2010.00) c c
 DL3500  NAD 83(CORS)-  29 08 01.89137(N)    097 16 34.72340(W) AD(2002.00) c
 DL3500  ELLIP H (06/??/09)   54.055  (m)                       GP(2002.00) c c
 DL3500
 DL3500.Superseded values are not recommended for survey control.
 DL3500
 DL3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3500.See file dsdata.pdf to determine how the superseded data were derived.
 DL3500
 DL3500_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL3500
 DL3500                          STATION DESCRIPTION
 DL3500
 DL3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DL3500'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL3500'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL3500'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL3500'https://geodesy.noaa.gov/CORS/data.shtml
 DL3500'https://geodesy.noaa.gov/CORS




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