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 20, 2025 07:54:54 EST
 AF9506 ***********************************************************************
 AF9506  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9506  DESIGNATION -  POINT LOMA 2 CORS ARP
 AF9506  CORS_ID     -  PLO2
 AF9506  PID         -  AF9506
 AF9506  STATE/COUNTY-  CA/SAN DIEGO
 AF9506  COUNTRY     -  US
 AF9506  USGS QUAD   -  POINT LOMA (2018)
 AF9506
 AF9506                         *CURRENT SURVEY CONTROL
 AF9506  ______________________________________________________________________
 AF9506* NAD 83(2011) POSITION- 32 39 56.20936(N) 117 14 35.39177(W)   ADJUSTED
 AF9506* NAD 83(2011) ELLIP HT-   -21.892 (meters)        (06/??/19)   ADJUSTED
 AF9506* NAD 83(2011) EPOCH   -  2010.00
 AF9506  ______________________________________________________________________
 AF9506  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 AF9506  NAD 83(2011) X  - -2,460,302.071 (meters)                     COMP
 AF9506  NAD 83(2011) Y  - -4,778,372.058 (meters)                     COMP
 AF9506  NAD 83(2011) Z  -  3,422,786.859 (meters)                     COMP
 AF9506
 AF9506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9506  Standards:
 AF9506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9506  -------------------------------------------------------------------
 AF9506  NETWORK    0.29   0.55           0.09   0.13   0.28      0.63717000
 AF9506  -------------------------------------------------------------------
 AF9506
 AF9506.The coordinates were established by GPS observations
 AF9506.and adjusted by the National Geodetic Survey in June 2019.
 AF9506
 AF9506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9506.been affixed to the stable North American Tectonic Plate. 
 AF9506
 AF9506.The coordinates are valid at the epoch date displayed above
 AF9506.which is a decimal equivalence of Year/Month/Day.
 AF9506
 AF9506.Due to the release of the International GNSS Service (IGS) 2014
 AF9506.realization of the International Terrestrial Reference Frame of 2014
 AF9506.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9506.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9506.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9506.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9506.currently published epoch of 2010.00.
 AF9506
 AF9506.Additional information on MYCS2 is available at
 AF9506.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9506
 AF9506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9506.GEOID18 height accuracy estimate available here.
 AF9506
 AF9506.The PID for the CORS L1 Phase Center is CQ5999.
 AF9506
 AF9506.Click photographs - Photos may exist for this station.
 AF9506
 AF9506.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9506
 AF9506.The ellipsoidal height was determined by GPS observations
 AF9506.and is referenced to NAD 83.
 AF9506
 AF9506. The following values were computed from the NAD 83(2011) position.
 AF9506
 AF9506;                    North         East     Units Scale Factor Converg.
 AF9506;SPC CA 6     -   555,778.680 1,906,836.460   MT  1.00002168   -0 32 44.7
 AF9506;SPC CA 6     - 1,823,417.22  6,256,012.62   sFT  1.00002168   -0 32 44.7
 AF9506;UTM  11      - 3,614,243.955   477,199.270   MT  0.99960641   -0 07 52.5
 AF9506
 AF9506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9506!SPC CA 6     -   1.00000344  x   1.00002168  =   1.00002512
 AF9506!UTM  11      -   1.00000344  x   0.99960641  =   0.99960985
 AF9506
 AF9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7719914243(NAD 83)
 AF9506
 AF9506                          SUPERSEDED SURVEY CONTROL
 AF9506
 AF9506  NAD 83(2011)-  32 39 56.21015(N)    117 14 35.39098(W) AD(2010.00) c
 AF9506  ELLIP H (08/??/11)  -21.891  (m)                       GP(2010.00) c c
 AF9506  NAD 83(CORS)-  32 39 56.20063(N)    117 14 35.38400(W) AD(2002.00) c
 AF9506  ELLIP H (07/??/06)  -21.869  (m)                       GP(2002.00) c c
 AF9506  NAD 83(CORS)-  32 39 56.19994(N)    117 14 35.38479(W) AD(2002.00) c
 AF9506  ELLIP H (05/??/02)  -21.839  (m)                       GP(2002.00) c c
 AF9506  NAD 83(CORS)-  32 39 56.19958(N)    117 14 35.38504(W) AD(2002.00) c
 AF9506  ELLIP H (03/??/02)  -21.832  (m)                       GP(2002.00) c c
 AF9506  NAD 83(CORS)-  32 39 56.19500(N)    117 14 35.38012(W) AD(1997.00) c
 AF9506  ELLIP H (07/??/98)  -21.832  (m)                       GP(1997.00) c c
 AF9506  NAD 83(CORS)-  32 39 56.19470(N)    117 14 35.37893(W) AD(1996.00) c
 AF9506  ELLIP H (08/??/96)  -21.741  (m)                       GP(1996.00) c c
 AF9506
 AF9506.Superseded values are not recommended for survey control.
 AF9506
 AF9506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9506.See file dsdata.pdf to determine how the superseded data were derived.
 AF9506
 AF9506_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9506
 AF9506                          STATION DESCRIPTION
 AF9506
 AF9506'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9506'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9506'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9506'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9506'https://geodesy.noaa.gov/CORS/data.shtml
 AF9506'https://geodesy.noaa.gov/CORS




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