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 17, 2025 15:11:40 EST
DM2672 ***********************************************************************
DM2672 CORS - This is a GPS Continuously Operating Reference Station.
DM2672 DESIGNATION - PIMA COMM COLLEGE CORS ARP
DM2672 CORS_ID - PIMA
DM2672 PID - DM2672
DM2672 STATE/COUNTY- AZ/PIMA
DM2672 COUNTRY - US
DM2672 USGS QUAD - CAT MOUNTAIN (2018)
DM2672
DM2672 *CURRENT SURVEY CONTROL
DM2672 ______________________________________________________________________
DM2672* NAD 83(2011) POSITION- 32 13 40.63583(N) 111 01 07.02694(W) ADJUSTED
DM2672* NAD 83(2011) ELLIP HT- 714.516 (meters) (03/??/24) ADJUSTED
DM2672* NAD 83(2011) EPOCH - 2010.00
DM2672 ______________________________________________________________________
DM2672 GEOID HEIGHT - -29.324 (meters) GEOID18
DM2672 NAD 83(2011) X - -1,937,264.395 (meters) COMP
DM2672 NAD 83(2011) Y - -5,041,848.644 (meters) COMP
DM2672 NAD 83(2011) Z - 3,382,222.387 (meters) COMP
DM2672
DM2672 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DM2672 Standards:
DM2672 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DM2672 Horiz Ellip SD_N SD_E SD_h (unitless)
DM2672 -------------------------------------------------------------------
DM2672 NETWORK 0.12 0.29 0.04 0.05 0.15 0.32823800
DM2672 -------------------------------------------------------------------
DM2672
DM2672.The coordinates were established by GPS observations
DM2672.and adjusted by the National Geodetic Survey in March 2024.
DM2672
DM2672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DM2672.been affixed to the stable North American Tectonic Plate.
DM2672
DM2672.The coordinates are valid at the epoch date displayed above
DM2672.which is a decimal equivalence of Year/Month/Day.
DM2672
DM2672.Due to the release of the International GNSS Service (IGS) 2014
DM2672.realization of the International Terrestrial Reference Frame of 2014
DM2672.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DM2672.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DM2672.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DM2672.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DM2672.currently published epoch of 2010.00.
DM2672
DM2672.Additional information on MYCS2 is available at
DM2672.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DM2672
DM2672.Significant digits in the geoid height do not necessarily reflect accuracy.
DM2672.GEOID18 height accuracy estimate available here.
DM2672
DM2672.The PID for the CORS L1 Phase Center is DM2673.
DM2672
DM2672.Click photographs - Photos may exist for this station.
DM2672
DM2672.The XYZ, and position/ellipsoidal ht. are equivalent.
DM2672
DM2672.The ellipsoidal height was determined by GPS observations
DM2672.and is referenced to NAD 83.
DM2672
DM2672. The following values were computed from the NAD 83(2011) position.
DM2672
DM2672; North East Units Scale Factor Converg.
DM2672;SPC AZ C - 136,495.852 298,001.804 MT 0.99998832 +0 28 44.2
DM2672;SPC AZ C - 447,821.04 977,696.21 iFT 0.99998832 +0 28 44.2
DM2672;UTM 12 - 3,565,703.325 498,245.739 MT 0.99960004 -0 00 35.7
DM2672
DM2672! - Elev Factor x Scale Factor = Combined Factor
DM2672!SPC AZ C - 0.99988782 x 0.99998832 = 0.99987614
DM2672!UTM 12 - 0.99988782 x 0.99960004 = 0.99948791
DM2672
DM2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVA9824565703(NAD 83)
DM2672
DM2672 SUPERSEDED SURVEY CONTROL
DM2672
DM2672 NAD 83(2011)- 32 13 40.63582(N) 111 01 07.02693(W) AD(2010.00) c
DM2672 ELLIP H (06/??/19) 714.552 (m) GP(2010.00) c c
DM2672 ELLIP H (08/??/11) 714.547 (m) GP(2010.00) c c
DM2672 NAD 83(CORS)- 32 13 40.63564(N) 111 01 07.02713(W) AD(2002.00) c
DM2672 ELLIP H (08/??/10) 714.533 (m) GP(2002.00) c c
DM2672
DM2672.Superseded values are not recommended for survey control.
DM2672
DM2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DM2672.See file dsdata.pdf to determine how the superseded data were derived.
DM2672
DM2672_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DM2672
DM2672 STATION DESCRIPTION
DM2672
DM2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 2024
DM2672'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DM2672'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DM2672'ACCESSIBLE AT THE WORLDWIDE WEB.
DM2672'https://geodesy.noaa.gov/CORS/data.shtml
DM2672'https://geodesy.noaa.gov/CORS
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