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 08:44:26 EST
 DH6912 ***********************************************************************
 DH6912  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6912  DESIGNATION -  MESA CNTY 02 COOP CORS ARP
 DH6912  CORS_ID     -  MC02
 DH6912  PID         -  DH6912
 DH6912  STATE/COUNTY-  CO/MESA
 DH6912  COUNTRY     -  US
 DH6912  USGS QUAD   -  CLIFTON (2019)
 DH6912
 DH6912                         *CURRENT SURVEY CONTROL
 DH6912  ______________________________________________________________________
 DH6912* NAD 83(2011) POSITION- 39 00 52.89765(N) 108 29 24.11242(W)   ADJUSTED
 DH6912* NAD 83(2011) ELLIP HT-  1491.273 (meters)        (06/??/19)   ADJUSTED
 DH6912* NAD 83(2011) EPOCH   -  2010.00
 DH6912  ______________________________________________________________________
 DH6912  GEOID HEIGHT    -        -16.796 (meters)                     GEOID18
 DH6912  NAD 83(2011) X  - -1,574,109.769 (meters)                     COMP
 DH6912  NAD 83(2011) Y  - -4,707,239.813 (meters)                     COMP
 DH6912  NAD 83(2011) Z  -  3,994,523.389 (meters)                     COMP
 DH6912
 DH6912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH6912  Standards:
 DH6912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH6912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH6912  -------------------------------------------------------------------
 DH6912  NETWORK    0.17   0.48           0.07   0.07   0.25      0.13083400
 DH6912  -------------------------------------------------------------------
 DH6912
 DH6912.The coordinates were established by GPS observations
 DH6912.and adjusted by the National Geodetic Survey in June 2019.
 DH6912
 DH6912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH6912.been affixed to the stable North American Tectonic Plate. 
 DH6912
 DH6912.The coordinates are valid at the epoch date displayed above
 DH6912.which is a decimal equivalence of Year/Month/Day.
 DH6912
 DH6912.Due to the release of the International GNSS Service (IGS) 2014
 DH6912.realization of the International Terrestrial Reference Frame of 2014
 DH6912.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH6912.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH6912.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH6912.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH6912.currently published epoch of 2010.00.
 DH6912
 DH6912.Additional information on MYCS2 is available at
 DH6912.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH6912
 DH6912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6912.GEOID18 height accuracy estimate available here.
 DH6912
 DH6912.The PID for the CORS L1 Phase Center is DS2729.
 DH6912
 DH6912.Click photographs - Photos may exist for this station.
 DH6912
 DH6912.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6912
 DH6912.The ellipsoidal height was determined by GPS observations
 DH6912.and is referenced to NAD 83.
 DH6912
 DH6912. The following values were computed from the NAD 83(2011) position.
 DH6912
 DH6912;                    North         East     Units Scale Factor Converg.
 DH6912;SPC CO C     -   440,200.909   655,502.810   MT  0.99993704   -1 53 08.8
 DH6912;SPC CO C     - 1,444,225.82  2,150,595.47   sFT  0.99993704   -1 53 08.8
 DH6912;UTM  12      - 4,321,404.702   717,312.207   MT  1.00018153   +1 34 50.5
 DH6912
 DH6912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6912!SPC CO C     -   0.99976608  x   0.99993704  =   0.99970313
 DH6912!UTM  12      -   0.99976608  x   1.00018153  =   0.99994757
 DH6912
 DH6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1731221404(NAD 83)
 DH6912
 DH6912                          SUPERSEDED SURVEY CONTROL
 DH6912
 DH6912  NAD 83(2011)-  39 00 52.89774(N)    108 29 24.11237(W) AD(2010.00) c
 DH6912  ELLIP H (08/??/11) 1491.262  (m)                       GP(2010.00) c c
 DH6912  NAD 83(CORS)-  39 00 52.89782(N)    108 29 24.11265(W) AD(2002.00) c
 DH6912  ELLIP H (11/??/05) 1491.251  (m)                       GP(2002.00) c c
 DH6912
 DH6912.Superseded values are not recommended for survey control.
 DH6912
 DH6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6912.See file dsdata.pdf to determine how the superseded data were derived.
 DH6912
 DH6912_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6912
 DH6912                          STATION DESCRIPTION
 DH6912
 DH6912'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH6912'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH6912'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH6912'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH6912'https://geodesy.noaa.gov/CORS/data.shtml
 DH6912'https://geodesy.noaa.gov/CORS




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