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 03:48:21 EST
 DI3566 ***********************************************************************
 DI3566  HT_MOD      -  This is a Height Modernization Survey Station.
 DI3566  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI3566  DESIGNATION -  ESSEX 1 CORS ARP
 DI3566  CORS_ID     -  CAE1
 DI3566  PID         -  DI3566
 DI3566  STATE/COUNTY-  CA/SAN BERNARDINO
 DI3566  COUNTRY     -  US
 DI3566  USGS QUAD   -  FENNER (2018)
 DI3566
 DI3566                         *CURRENT SURVEY CONTROL
 DI3566  ______________________________________________________________________
 DI3566* NAD 83(2011) POSITION- 34 45 04.72720(N) 115 13 48.02784(W)   ADJUSTED
 DI3566* NAD 83(2011) ELLIP HT-   516.093 (meters)        (06/??/19)   ADJUSTED
 DI3566* NAD 83(2011) EPOCH   -  2010.00
 DI3566* NAVD 88 ORTHO HEIGHT -   546.94  (meters)     1794.4   (feet) GPS OBS
 DI3566  ______________________________________________________________________
 DI3566  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI3566  GEOID HEIGHT    -        -30.797 (meters)                     GEOID03
 DI3566  GEOID HEIGHT    -        -30.829 (meters)                     GEOID18
 DI3566  NAD 83(2011) X  - -2,236,390.765 (meters)                     COMP
 DI3566  NAD 83(2011) Y  - -4,746,118.633 (meters)                     COMP
 DI3566  NAD 83(2011) Z  -  3,615,527.315 (meters)                     COMP
 DI3566
 DI3566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI3566  Standards:
 DI3566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI3566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI3566  -------------------------------------------------------------------
 DI3566  NETWORK    1.02   3.34           0.45   0.38   1.70      0.04577500
 DI3566  -------------------------------------------------------------------
 DI3566
 DI3566.The coordinates were established by GPS observations
 DI3566.and adjusted by the National Geodetic Survey in June 2019.
 DI3566
 DI3566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI3566.been affixed to the stable North American Tectonic Plate. 
 DI3566
 DI3566.The coordinates are valid at the epoch date displayed above
 DI3566.which is a decimal equivalence of Year/Month/Day.
 DI3566
 DI3566.Due to the release of the International GNSS Service (IGS) 2014
 DI3566.realization of the International Terrestrial Reference Frame of 2014
 DI3566.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI3566.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI3566.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI3566.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI3566.currently published epoch of 2010.00.
 DI3566
 DI3566.Additional information on MYCS2 is available at
 DI3566.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI3566
 DI3566.The orthometric height was determined by GPS observations and a
 DI3566.high-resolution geoid model using precise GPS observation and
 DI3566.processing techniques.
 DI3566
 DI3566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3566.GEOID18 height accuracy estimate available here.
 DI3566
 DI3566.The PID for the CORS L1 Phase Center is DI3567.
 DI3566
 DI3566.Click photographs - Photos may exist for this station.
 DI3566
 DI3566.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI3566
 DI3566.The ellipsoidal height was determined by GPS observations
 DI3566.and is referenced to NAD 83.
 DI3566
 DI3566. The following values were computed from the NAD 83(2011) position.
 DI3566
 DI3566;                    North         East     Units Scale Factor Converg.
 DI3566;SPC CA 5     -   642,295.840 2,253,578.337   MT  0.99992213   +1 34 44.1
 DI3566;SPC CA 5     - 2,107,265.60  7,393,614.93   sFT  0.99992213   +1 34 44.1
 DI3566;UTM  11      - 3,846,891.896   662,010.960   MT  0.99992351   +1 00 32.9
 DI3566
 DI3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3566!SPC CA 5     -   0.99991899  x   0.99992213  =   0.99984113
 DI3566!UTM  11      -   0.99991899  x   0.99992351  =   0.99984251
 DI3566
 DI3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU6201046891(NAD 83)
 DI3566
 DI3566                          SUPERSEDED SURVEY CONTROL
 DI3566
 DI3566  ELLIP H (06/27/12)  516.108  (m)                       GP(2010.00) 0 0
 DI3566  NAD 83(2011)-  34 45 04.72736(N)    115 13 48.02759(W) AD(2010.00) c
 DI3566  NAD 83(2011)-  34 45 04.72730(N)    115 13 48.02781(W) AD(2010.00) c
 DI3566  ELLIP H (08/??/11)  516.088  (m)                       GP(2010.00) c c
 DI3566  NAD 83(CORS)-  34 45 04.72743(N)    115 13 48.02754(W) AD(2002.00) c
 DI3566  ELLIP H (02/??/07)  516.082  (m)                       GP(2002.00) c c
 DI3566
 DI3566.Superseded values are not recommended for survey control.
 DI3566
 DI3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3566.See file dsdata.pdf to determine how the superseded data were derived.
 DI3566
 DI3566_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI3566
 DI3566                          STATION DESCRIPTION
 DI3566
 DI3566'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI3566'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI3566'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI3566'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI3566'https://geodesy.noaa.gov/CORS/data.shtml
 DI3566'https://geodesy.noaa.gov/CORS




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