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 02:18:16 EST
 DM7569 ***********************************************************************
 DM7569  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM7569  DESIGNATION -  I40CORRIDOCS2007 CORS ARP
 DM7569  CORS_ID     -  P603
 DM7569  PID         -  DM7569
 DM7569  STATE/COUNTY-  CA/SAN BERNARDINO
 DM7569  COUNTRY     -  US
 DM7569  USGS QUAD   -  ASH HILL (2018)
 DM7569
 DM7569                         *CURRENT SURVEY CONTROL
 DM7569  ______________________________________________________________________
 DM7569* NAD 83(2011) POSITION- 34 43 00.84868(N) 116 01 46.16321(W)   ADJUSTED
 DM7569* NAD 83(2011) ELLIP HT-   625.459 (meters)        (06/??/22)   ADJUSTED
 DM7569* NAD 83(2011) EPOCH   -  2010.00
 DM7569  ______________________________________________________________________
 DM7569  GEOID HEIGHT    -        -31.544 (meters)                     GEOID18
 DM7569  NAD 83(2011) X  - -2,303,390.316 (meters)                     COMP
 DM7569  NAD 83(2011) Y  - -4,716,487.265 (meters)                     COMP
 DM7569  NAD 83(2011) Z  -  3,612,452.209 (meters)                     COMP
 DM7569
 DM7569  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7569  Standards:
 DM7569         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7569            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7569  -------------------------------------------------------------------
 DM7569  NETWORK    0.13   0.38           0.05   0.06   0.19      0.21402600
 DM7569  -------------------------------------------------------------------
 DM7569
 DM7569.The coordinates were established by GPS observations
 DM7569.and adjusted by the National Geodetic Survey in June 2022.
 DM7569
 DM7569.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7569.been affixed to the stable North American Tectonic Plate. 
 DM7569
 DM7569.The coordinates are valid at the epoch date displayed above
 DM7569.which is a decimal equivalence of Year/Month/Day.
 DM7569
 DM7569.Due to the release of the International GNSS Service (IGS) 2014
 DM7569.realization of the International Terrestrial Reference Frame of 2014
 DM7569.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM7569.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM7569.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM7569.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM7569.currently published epoch of 2010.00.
 DM7569
 DM7569.Additional information on MYCS2 is available at
 DM7569.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM7569
 DM7569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7569.GEOID18 height accuracy estimate available here.
 DM7569
 DM7569.The PID for the CORS L1 Phase Center is DR9275.
 DM7569
 DM7569.Click photographs - Photos may exist for this station.
 DM7569
 DM7569.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM7569
 DM7569.The ellipsoidal height was determined by GPS observations
 DM7569.and is referenced to NAD 83.
 DM7569
 DM7569. The following values were computed from the NAD 83(2011) position.
 DM7569
 DM7569;                    North         East     Units Scale Factor Converg.
 DM7569;SPC CA 5     -   636,753.611 2,180,476.030   MT  0.99992230   +1 07 23.6
 DM7569;SPC CA 5     - 2,089,082.47  7,153,778.44   sFT  0.99992230   +1 07 23.6
 DM7569;UTM  11      - 3,842,078.016   588,866.100   MT  0.99969733   +0 33 09.9
 DM7569
 DM7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7569!SPC CA 5     -   0.99990183  x   0.99992230  =   0.99982414
 DM7569!UTM  11      -   0.99990183  x   0.99969733  =   0.99959919
 DM7569
 DM7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU8886642078(NAD 83)
 DM7569
 DM7569                          SUPERSEDED SURVEY CONTROL
 DM7569
 DM7569  NAD 83(2011)-  34 43 00.84838(N)    116 01 46.16319(W) AD(2010.00) c
 DM7569  ELLIP H (06/??/20)  625.459  (m)                       GP(2010.00) c c
 DM7569  NAD 83(2011)-  34 43 00.84828(N)    116 01 46.16341(W) AD(2010.00) c
 DM7569  ELLIP H (06/??/19)  625.460  (m)                       GP(2010.00) c c
 DM7569  NAD 83(2011)-  34 43 00.84844(N)    116 01 46.16320(W) AD(2010.00) c
 DM7569  ELLIP H (12/??/11)  625.456  (m)                       GP(2010.00) c c
 DM7569  NAD 83(CORS)-  34 43 00.84772(N)    116 01 46.16245(W) AD(2002.00) c
 DM7569  ELLIP H (05/??/11)  625.447  (m)                       GP(2002.00) c c
 DM7569
 DM7569.Superseded values are not recommended for survey control.
 DM7569
 DM7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7569.See file dsdata.pdf to determine how the superseded data were derived.
 DM7569
 DM7569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM7569
 DM7569                          STATION DESCRIPTION
 DM7569
 DM7569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DM7569'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM7569'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM7569'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM7569'https://geodesy.noaa.gov/CORS/data.shtml
 DM7569'https://geodesy.noaa.gov/CORS




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