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 08:06:05 EST
 DM7870 ***********************************************************************
 DM7870  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM7870  DESIGNATION -  LAKE HAVASU CITY CORS ARP
 DM7870  CORS_ID     -  AZLH
 DM7870  PID         -  DM7870
 DM7870  STATE/COUNTY-  AZ/MOHAVE
 DM7870  COUNTRY     -  US
 DM7870  USGS QUAD   -  LAKE HAVASU CITY NORTH (2018)
 DM7870
 DM7870                         *CURRENT SURVEY CONTROL
 DM7870  ______________________________________________________________________
 DM7870* NAD 83(2011) POSITION- 34 30 29.96466(N) 114 20 49.63220(W)   ADJUSTED
 DM7870* NAD 83(2011) ELLIP HT-   173.321 (meters)        (06/??/19)   ADJUSTED
 DM7870* NAD 83(2011) EPOCH   -  2010.00
 DM7870  ______________________________________________________________________
 DM7870  GEOID HEIGHT    -        -30.846 (meters)                     GEOID18
 DM7870  NAD 83(2011) X  - -2,169,193.004 (meters)                     COMP
 DM7870  NAD 83(2011) Y  - -4,793,714.674 (meters)                     COMP
 DM7870  NAD 83(2011) Z  -  3,593,151.043 (meters)                     COMP
 DM7870
 DM7870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM7870  Standards:
 DM7870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM7870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM7870  -------------------------------------------------------------------
 DM7870  NETWORK    0.13   0.40           0.06   0.05   0.20      0.03054800
 DM7870  -------------------------------------------------------------------
 DM7870
 DM7870.The coordinates were established by GPS observations
 DM7870.and adjusted by the National Geodetic Survey in June 2019.
 DM7870
 DM7870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM7870.been affixed to the stable North American Tectonic Plate. 
 DM7870
 DM7870.The coordinates are valid at the epoch date displayed above
 DM7870.which is a decimal equivalence of Year/Month/Day.
 DM7870
 DM7870.Due to the release of the International GNSS Service (IGS) 2014
 DM7870.realization of the International Terrestrial Reference Frame of 2014
 DM7870.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM7870.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM7870.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM7870.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM7870.currently published epoch of 2010.00.
 DM7870
 DM7870.Additional information on MYCS2 is available at
 DM7870.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM7870
 DM7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7870.GEOID18 height accuracy estimate available here.
 DM7870
 DM7870.The PID for the CORS L1 Phase Center is DS2902.
 DM7870
 DM7870.Click photographs - Photos may exist for this station.
 DM7870
 DM7870.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM7870
 DM7870.The ellipsoidal height was determined by GPS observations
 DM7870.and is referenced to NAD 83.
 DM7870
 DM7870. The following values were computed from the NAD 83(2011) position.
 DM7870
 DM7870;                    North         East     Units Scale Factor Converg.
 DM7870;SPC AZ W     -   389,209.845   158,529.253   MT  0.99997038   -0 20 17.9
 DM7870;SPC AZ W     - 1,276,935.19    520,109.10   iFT  0.99997038   -0 20 17.9
 DM7870;UTM  11      - 3,821,715.860   743,550.195   MT  1.00033119   +1 30 13.2
 DM7870
 DM7870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM7870!SPC AZ W     -   0.99997279  x   0.99997038  =   0.99994317
 DM7870!UTM  11      -   0.99997279  x   1.00033119  =   1.00030397
 DM7870
 DM7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU4355021715(NAD 83)
 DM7870
 DM7870                          SUPERSEDED SURVEY CONTROL
 DM7870
 DM7870  NAD 83(2011)-  34 30 29.96488(N)    114 20 49.63204(W) AD(2010.00) c
 DM7870  ELLIP H (12/??/11)  173.310  (m)                       GP(2010.00) c c
 DM7870  NAD 83(CORS)-  34 30 29.96447(N)    114 20 49.63210(W) AD(2002.00) c
 DM7870  ELLIP H (06/??/11)  173.290  (m)                       GP(2002.00) c c
 DM7870
 DM7870.Superseded values are not recommended for survey control.
 DM7870
 DM7870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM7870.See file dsdata.pdf to determine how the superseded data were derived.
 DM7870
 DM7870_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM7870
 DM7870                          STATION DESCRIPTION
 DM7870
 DM7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM7870'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM7870'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM7870'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM7870'https://geodesy.noaa.gov/CORS/data.shtml
 DM7870'https://geodesy.noaa.gov/CORS




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