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 00:53:57 EST
 DJ3669 ***********************************************************************
 DJ3669  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3669  DESIGNATION -  CARLTON SQUARE 2 CORS ARP
 DJ3669  CORS_ID     -  NVCA
 DJ3669  PID         -  DJ3669
 DJ3669  STATE/COUNTY-  NV/CLARK
 DJ3669  COUNTRY     -  US
 DJ3669  USGS QUAD   -  LAS VEGAS NW (2018)
 DJ3669
 DJ3669                         *CURRENT SURVEY CONTROL
 DJ3669  ______________________________________________________________________
 DJ3669* NAD 83(2011) POSITION- 36 13 11.19386(N) 115 10 19.35459(W)   ADJUSTED
 DJ3669* NAD 83(2011) ELLIP HT-   646.159 (meters)        (03/??/23)   ADJUSTED
 DJ3669* NAD 83(2011) EPOCH   -  2010.00
 DJ3669  ______________________________________________________________________
 DJ3669  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 DJ3669  NAD 83(2011) X  - -2,191,403.054 (meters)                     COMP
 DJ3669  NAD 83(2011) Y  - -4,662,872.898 (meters)                     COMP
 DJ3669  NAD 83(2011) Z  -  3,748,275.100 (meters)                     COMP
 DJ3669
 DJ3669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3669  Standards:
 DJ3669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3669  -------------------------------------------------------------------
 DJ3669  NETWORK    0.20   0.49           0.07   0.09   0.25      0.35652600
 DJ3669  -------------------------------------------------------------------
 DJ3669
 DJ3669.The coordinates were established by GPS observations
 DJ3669.and adjusted by the National Geodetic Survey in March 2023.
 DJ3669
 DJ3669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3669.been affixed to the stable North American Tectonic Plate. 
 DJ3669
 DJ3669.The coordinates are valid at the epoch date displayed above
 DJ3669.which is a decimal equivalence of Year/Month/Day.
 DJ3669
 DJ3669.Due to the release of the International GNSS Service (IGS) 2014
 DJ3669.realization of the International Terrestrial Reference Frame of 2014
 DJ3669.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ3669.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ3669.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ3669.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ3669.currently published epoch of 2010.00.
 DJ3669
 DJ3669.Additional information on MYCS2 is available at
 DJ3669.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ3669
 DJ3669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3669.GEOID18 height accuracy estimate available here.
 DJ3669
 DJ3669.The PID for the CORS L1 Phase Center is DQ1140.
 DJ3669
 DJ3669.Click photographs - Photos may exist for this station.
 DJ3669
 DJ3669.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3669
 DJ3669.The ellipsoidal height was determined by GPS observations
 DJ3669.and is referenced to NAD 83.
 DJ3669
 DJ3669. The following values were computed from the NAD 83(2011) position.
 DJ3669
 DJ3669;                    North         East     Units Scale Factor Converg.
 DJ3669;SPC NV E     - 8,163,133.036   236,976.690   MT  0.99991684   +0 14 34.9
 DJ3669;SPC NV E     -26,781,878.97    777,481.02   sFT  0.99991684   +0 14 34.9
 DJ3669;UTM  11      - 4,009,874.231   664,299.574   MT  0.99993261   +1 04 49.3
 DJ3669
 DJ3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3669!SPC NV E     -   0.99989860  x   0.99991684  =   0.99981545
 DJ3669!UTM  11      -   0.99989860  x   0.99993261  =   0.99983122
 DJ3669
 DJ3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPA6429909874(NAD 83)
 DJ3669
 DJ3669                          SUPERSEDED SURVEY CONTROL
 DJ3669
 DJ3669  NAD 83(2011)-  36 13 11.19377(N)    115 10 19.35485(W) AD(2010.00) c
 DJ3669  ELLIP H (07/??/19)  646.170  (m)                       GP(2010.00) c c
 DJ3669  NAD 83(2011)-  36 13 11.19429(N)    115 10 19.35538(W) AD(2010.00) c
 DJ3669  ELLIP H (06/??/19)  646.166  (m)                       GP(2010.00) c c
 DJ3669  NAD 83(2011)-  36 13 11.19384(N)    115 10 19.35485(W) AD(2010.00) c
 DJ3669  ELLIP H (08/??/11)  646.169  (m)                       GP(2010.00) c c
 DJ3669  NAD 83(CORS)-  36 13 11.19327(N)    115 10 19.35346(W) AD(2002.00) c
 DJ3669  ELLIP H (10/??/07)  646.176  (m)                       GP(2002.00) c c
 DJ3669
 DJ3669.Superseded values are not recommended for survey control.
 DJ3669
 DJ3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3669.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3669
 DJ3669_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ3669
 DJ3669                          STATION DESCRIPTION
 DJ3669
 DJ3669'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DJ3669'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ3669'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ3669'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ3669'https://geodesy.noaa.gov/CORS/data.shtml
 DJ3669'https://geodesy.noaa.gov/CORS




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