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 03:48:43 EST
 DH3616 ***********************************************************************
 DH3616  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3616  DESIGNATION -  PARIS CORS ARP
 DH3616  CORS_ID     -  TXPA
 DH3616  PID         -  DH3616
 DH3616  STATE/COUNTY-  TX/LAMAR
 DH3616  COUNTRY     -  US
 DH3616  USGS QUAD   -  PARIS (2019)
 DH3616
 DH3616                         *CURRENT SURVEY CONTROL
 DH3616  ______________________________________________________________________
 DH3616* NAD 83(2011) POSITION- 33 40 27.22860(N) 095 33 25.25639(W)   ADJUSTED
 DH3616* NAD 83(2011) ELLIP HT-   146.271 (meters)        (12/??/22)   ADJUSTED
 DH3616* NAD 83(2011) EPOCH   -  2010.00
 DH3616  ______________________________________________________________________
 DH3616  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 DH3616  NAD 83(2011) X  -   -514,539.409 (meters)                     COMP
 DH3616  NAD 83(2011) Y  - -5,288,529.076 (meters)                     COMP
 DH3616  NAD 83(2011) Z  -  3,516,513.767 (meters)                     COMP
 DH3616
 DH3616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3616  Standards:
 DH3616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3616  -------------------------------------------------------------------
 DH3616  NETWORK    0.19   0.48           0.06   0.09   0.25      0.09871100
 DH3616  -------------------------------------------------------------------
 DH3616
 DH3616.The coordinates were established by GPS observations
 DH3616.and adjusted by the National Geodetic Survey in December 2022.
 DH3616
 DH3616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3616.been affixed to the stable North American Tectonic Plate. 
 DH3616
 DH3616.The coordinates are valid at the epoch date displayed above
 DH3616.which is a decimal equivalence of Year/Month/Day.
 DH3616
 DH3616.Due to the release of the International GNSS Service (IGS) 2014
 DH3616.realization of the International Terrestrial Reference Frame of 2014
 DH3616.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3616.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3616.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3616.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3616.currently published epoch of 2010.00.
 DH3616
 DH3616.Additional information on MYCS2 is available at
 DH3616.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3616
 DH3616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3616.GEOID18 height accuracy estimate available here.
 DH3616
 DH3616.The PID for the CORS L1 Phase Center is DR8284.
 DH3616
 DH3616.Click photographs - Photos may exist for this station.
 DH3616
 DH3616.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3616
 DH3616.The ellipsoidal height was determined by GPS observations
 DH3616.and is referenced to NAD 83.
 DH3616
 DH3616. The following values were computed from the NAD 83(2011) position.
 DH3616
 DH3616;                    North         East     Units Scale Factor Converg.
 DH3616;SPC TXNC     - 2,226,446.212   872,866.092   MT  0.99993152   +1 36 18.3
 DH3616;SPC TXNC     - 7,304,598.95  2,863,728.17   sFT  0.99993152   +1 36 18.3
 DH3616;UTM  15      - 3,728,970.466   262,937.005   MT  1.00029288   -1 25 06.4
 DH3616
 DH3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3616!SPC TXNC     -   0.99997704  x   0.99993152  =   0.99990856
 DH3616!UTM  15      -   0.99997704  x   1.00029288  =   1.00026991
 DH3616
 DH3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6293728970(NAD 83)
 DH3616
 DH3616                          SUPERSEDED SURVEY CONTROL
 DH3616
 DH3616  NAD 83(2011)-  33 40 27.22845(N)    095 33 25.25640(W) AD(2010.00) c
 DH3616  ELLIP H (06/??/19)  146.263  (m)                       GP(2010.00) c c
 DH3616  NAD 83(2011)-  33 40 27.22853(N)    095 33 25.25657(W) AD(2010.00) c
 DH3616  ELLIP H (08/??/11)  146.260  (m)                       GP(2010.00) c c
 DH3616  NAD 83(CORS)-  33 40 27.22840(N)    095 33 25.25707(W) AD(2002.00) c
 DH3616  ELLIP H (06/??/05)  146.262  (m)                       GP(2002.00) c c
 DH3616
 DH3616.Superseded values are not recommended for survey control.
 DH3616
 DH3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3616.See file dsdata.pdf to determine how the superseded data were derived.
 DH3616
 DH3616_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3616
 DH3616                          STATION DESCRIPTION
 DH3616
 DH3616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DH3616'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3616'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3616'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3616'https://geodesy.noaa.gov/CORS/data.shtml
 DH3616'https://geodesy.noaa.gov/CORS




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