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 06:40:57 EST
 AF9702 ***********************************************************************
 AF9702  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9702  DESIGNATION -  MT HAMILTON BARD CORS ARP
 AF9702  CORS_ID     -  MHCB
 AF9702  PID         -  AF9702
 AF9702  STATE/COUNTY-  CA/SANTA CLARA
 AF9702  COUNTRY     -  US
 AF9702  USGS QUAD   -  LICK OBSERVATORY (2018)
 AF9702
 AF9702                         *CURRENT SURVEY CONTROL
 AF9702  ______________________________________________________________________
 AF9702* NAD 83(2011) POSITION- 37 20 29.50492(N) 121 38 33.23085(W)   ADJUSTED
 AF9702* NAD 83(2011) ELLIP HT-  1262.317 (meters)        (09/??/22)   ADJUSTED
 AF9702* NAD 83(2011) EPOCH   -  2010.00
 AF9702  ______________________________________________________________________
 AF9702  GEOID HEIGHT    -        -31.547 (meters)                     GEOID18
 AF9702  NAD 83(2011) X  - -2,664,063.035 (meters)                     COMP
 AF9702  NAD 83(2011) Y  - -4,323,173.160 (meters)                     COMP
 AF9702  NAD 83(2011) Z  -  3,848,361.509 (meters)                     COMP
 AF9702
 AF9702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9702  Standards:
 AF9702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9702  -------------------------------------------------------------------
 AF9702  NETWORK    0.15   0.39           0.07   0.06   0.20      0.07003200
 AF9702  -------------------------------------------------------------------
 AF9702
 AF9702.The coordinates were established by GPS observations
 AF9702.and adjusted by the National Geodetic Survey in September 2022.
 AF9702
 AF9702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9702.been affixed to the stable North American Tectonic Plate. 
 AF9702
 AF9702.The coordinates are valid at the epoch date displayed above
 AF9702.which is a decimal equivalence of Year/Month/Day.
 AF9702
 AF9702.Due to the release of the International GNSS Service (IGS) 2014
 AF9702.realization of the International Terrestrial Reference Frame of 2014
 AF9702.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9702.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9702.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9702.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9702.currently published epoch of 2010.00.
 AF9702
 AF9702.Additional information on MYCS2 is available at
 AF9702.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9702
 AF9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9702.GEOID18 height accuracy estimate available here.
 AF9702
 AF9702.The PID for the CORS L1 Phase Center is DR8377.
 AF9702
 AF9702.Click photographs - Photos may exist for this station.
 AF9702
 AF9702.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9702
 AF9702.The ellipsoidal height was determined by GPS observations
 AF9702.and is referenced to NAD 83.
 AF9702
 AF9702. The following values were computed from the NAD 83(2011) position.
 AF9702
 AF9702;                    North         East     Units Scale Factor Converg.
 AF9702;SPC CA 3     -   594,011.622 1,898,762.248   MT  0.99995457   -0 41 58.3
 AF9702;SPC CA 3     - 1,948,853.13  6,229,522.48   sFT  0.99995457   -0 41 58.3
 AF9702;UTM  10      - 4,133,624.453   620,239.964   MT  0.99977809   +0 49 24.5
 AF9702
 AF9702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9702!SPC CA 3     -   0.99980195  x   0.99995457  =   0.99975653
 AF9702!UTM  10      -   0.99980195  x   0.99977809  =   0.99958008
 AF9702
 AF9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG2023933624(NAD 83)
 AF9702
 AF9702                          SUPERSEDED SURVEY CONTROL
 AF9702
 AF9702  ELLIP H (06/??/19) 1262.377  (m)                       GP(2010.00) c c
 AF9702  NAD 83(2011)-  37 20 29.50493(N)    121 38 33.23087(W) AD(2010.00) c
 AF9702  ELLIP H (08/??/11) 1262.376  (m)                       GP(2010.00) c c
 AF9702  NAD 83(CORS)-  37 20 29.50149(N)    121 38 33.22769(W) AD(2002.00) c
 AF9702  ELLIP H (03/??/02) 1262.362  (m)                       GP(2002.00) c c
 AF9702  NAD 83(CORS)-  37 20 29.49949(N)    121 38 33.22523(W) AD(1997.00) c
 AF9702  ELLIP H (07/??/98) 1262.415  (m)                       GP(1997.00) c c
 AF9702
 AF9702.Superseded values are not recommended for survey control.
 AF9702
 AF9702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9702.See file dsdata.pdf to determine how the superseded data were derived.
 AF9702
 AF9702_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9702
 AF9702                          STATION DESCRIPTION
 AF9702
 AF9702'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 AF9702'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9702'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9702'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9702'https://geodesy.noaa.gov/CORS/data.shtml
 AF9702'https://geodesy.noaa.gov/CORS




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