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 17, 2025 23:49:45 EST
 AI8805 ***********************************************************************
 AI8805  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI8805  DESIGNATION -  FREDONIA CORS ARP
 AI8805  CORS_ID     -  FRED
 AI8805  PID         -  AI8805
 AI8805  STATE/COUNTY-  AZ/COCONINO
 AI8805  COUNTRY     -  US
 AI8805  USGS QUAD   -  SHINARUMP POINT (2018)
 AI8805
 AI8805                         *CURRENT SURVEY CONTROL
 AI8805  ______________________________________________________________________
 AI8805* NAD 83(2011) POSITION- 36 59 17.97840(N) 112 29 57.13534(W)   ADJUSTED
 AI8805* NAD 83(2011) ELLIP HT-  1530.645 (meters)        (06/??/19)   ADJUSTED
 AI8805* NAD 83(2011) EPOCH   -  2010.00
 AI8805  ______________________________________________________________________
 AI8805  GEOID HEIGHT    -        -22.156 (meters)                     GEOID18
 AI8805  NAD 83(2011) X  - -1,952,383.578 (meters)                     COMP
 AI8805  NAD 83(2011) Y  - -4,713,656.075 (meters)                     COMP
 AI8805  NAD 83(2011) Z  -  3,817,279.441 (meters)                     COMP
 AI8805
 AI8805  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI8805  Standards:
 AI8805         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI8805            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI8805  -------------------------------------------------------------------
 AI8805  NETWORK    0.14   0.34           0.06   0.06   0.17      0.19534200
 AI8805  -------------------------------------------------------------------
 AI8805
 AI8805.The coordinates were established by GPS observations
 AI8805.and adjusted by the National Geodetic Survey in June 2019.
 AI8805
 AI8805.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI8805.been affixed to the stable North American Tectonic Plate. 
 AI8805
 AI8805.The coordinates are valid at the epoch date displayed above
 AI8805.which is a decimal equivalence of Year/Month/Day.
 AI8805
 AI8805.Due to the release of the International GNSS Service (IGS) 2014
 AI8805.realization of the International Terrestrial Reference Frame of 2014
 AI8805.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AI8805.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AI8805.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AI8805.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AI8805.currently published epoch of 2010.00.
 AI8805
 AI8805.Additional information on MYCS2 is available at
 AI8805.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AI8805
 AI8805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI8805.GEOID18 height accuracy estimate available here.
 AI8805
 AI8805.The PID for the CORS L1 Phase Center is DR1458.
 AI8805
 AI8805.Click photographs - Photos may exist for this station.
 AI8805
 AI8805.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI8805
 AI8805.The ellipsoidal height was determined by GPS observations
 AI8805.and is referenced to NAD 83.
 AI8805
 AI8805. The following values were computed from the NAD 83(2011) position.
 AI8805
 AI8805;                    North         East     Units Scale Factor Converg.
 AI8805;SPC AZ C     -   664,333.430   161,504.367   MT  0.99993312   -0 21 01.8
 AI8805;SPC AZ C     - 2,179,571.62    529,869.97   iFT  0.99993312   -0 21 01.8
 AI8805;UTM  12      - 4,094,627.813   366,582.070   MT  0.99981929   -0 54 07.7
 AI8805
 AI8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8805!SPC AZ C     -   0.99975985  x   0.99993312  =   0.99969299
 AI8805!UTM  12      -   0.99975985  x   0.99981929  =   0.99957918
 AI8805
 AI8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SUF6658294627(NAD 83)
 AI8805
 AI8805                          SUPERSEDED SURVEY CONTROL
 AI8805
 AI8805  NAD 83(2011)-  36 59 17.97846(N)    112 29 57.13529(W) AD(2010.00) c
 AI8805  ELLIP H (08/??/11) 1530.642  (m)                       GP(2010.00) c c
 AI8805  NAD 83(CORS)-  36 59 17.97779(N)    112 29 57.13533(W) AD(2002.00) c
 AI8805  ELLIP H (03/??/02) 1530.635  (m)                       GP(2002.00) c c
 AI8805  NAD 83(CORS)-  36 59 17.97830(N)    112 29 57.13543(W) AD(1997.00) c
 AI8805  ELLIP H (09/??/01) 1530.643  (m)                       GP(1997.00) c c
 AI8805  NAD 83(CORS)-  36 59 17.98705(N)    112 29 57.13534(W) AD(1997.00) c
 AI8805  ELLIP H (12/??/00) 1530.851  (m)                       GP(1997.00) c c
 AI8805
 AI8805.Superseded values are not recommended for survey control.
 AI8805
 AI8805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8805.See file dsdata.pdf to determine how the superseded data were derived.
 AI8805
 AI8805_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI8805
 AI8805                          STATION DESCRIPTION
 AI8805
 AI8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AI8805'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AI8805'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AI8805'ACCESSIBLE AT THE WORLDWIDE WEB.
 AI8805'https://geodesy.noaa.gov/CORS/data.shtml
 AI8805'https://geodesy.noaa.gov/CORS




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