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 21:44:02 EST
DL3063 ***********************************************************************
DL3063 HT_MOD - This is a Height Modernization Survey Station.
DL3063 CORS - This is a GPS Continuously Operating Reference Station.
DL3063 DESIGNATION - TEMPE CORS ARP
DL3063 CORS_ID - AZTP
DL3063 PID - DL3063
DL3063 STATE/COUNTY- AZ/MARICOPA
DL3063 COUNTRY - US
DL3063 USGS QUAD - TEMPE (2018)
DL3063
DL3063 *CURRENT SURVEY CONTROL
DL3063 ______________________________________________________________________
DL3063* NAD 83(2011) POSITION- 33 26 44.46446(N) 111 56 15.46882(W) ADJUSTED
DL3063* NAD 83(2011) ELLIP HT- 361.266 (meters) (06/??/19) ADJUSTED
DL3063* NAD 83(2011) EPOCH - 2010.00
DL3063* NAVD 88 ORTHO HEIGHT - 391.00 (meters) 1282.8 (feet) GPS OBS
DL3063 ______________________________________________________________________
DL3063 NAVD 88 orthometric height was determined with geoid model GEOID09
DL3063 GEOID HEIGHT - -29.728 (meters) GEOID09
DL3063 GEOID HEIGHT - -29.741 (meters) GEOID18
DL3063 NAD 83(2011) X - -1,990,410.787 (meters) COMP
DL3063 NAD 83(2011) Y - -4,941,921.151 (meters) COMP
DL3063 NAD 83(2011) Z - 3,495,508.260 (meters) COMP
DL3063
DL3063 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL3063 Standards:
DL3063 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL3063 Horiz Ellip SD_N SD_E SD_h (unitless)
DL3063 -------------------------------------------------------------------
DL3063 NETWORK 0.12 0.30 0.04 0.05 0.15 0.37383700
DL3063 -------------------------------------------------------------------
DL3063
DL3063.The coordinates were established by GPS observations
DL3063.and adjusted by the National Geodetic Survey in June 2019.
DL3063
DL3063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL3063.been affixed to the stable North American Tectonic Plate.
DL3063
DL3063.The coordinates are valid at the epoch date displayed above
DL3063.which is a decimal equivalence of Year/Month/Day.
DL3063
DL3063.Due to the release of the International GNSS Service (IGS) 2014
DL3063.realization of the International Terrestrial Reference Frame of 2014
DL3063.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL3063.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL3063.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL3063.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL3063.currently published epoch of 2010.00.
DL3063
DL3063.Additional information on MYCS2 is available at
DL3063.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL3063
DL3063.The orthometric height was determined by GPS observations and a
DL3063.high-resolution geoid model using precise GPS observation and
DL3063.processing techniques.
DL3063
DL3063.Significant digits in the geoid height do not necessarily reflect accuracy.
DL3063.GEOID18 height accuracy estimate available here.
DL3063
DL3063.The PID for the CORS L1 Phase Center is DS2808.
DL3063
DL3063.Click photographs - Photos may exist for this station.
DL3063
DL3063.The XYZ, and position/ellipsoidal ht. are equivalent.
DL3063
DL3063.The ellipsoidal height was determined by GPS observations
DL3063.and is referenced to NAD 83.
DL3063
DL3063. The following values were computed from the NAD 83(2011) position.
DL3063
DL3063; North East Units Scale Factor Converg.
DL3063;SPC AZ C - 271,176.972 211,410.992 MT 0.99990005 -0 00 41.6
DL3063;SPC AZ C - 889,688.23 693,605.62 iFT 0.99990005 -0 00 41.6
DL3063;UTM 12 - 3,701,090.379 412,851.973 MT 0.99969363 -0 31 00.5
DL3063
DL3063! - Elev Factor x Scale Factor = Combined Factor
DL3063!SPC AZ C - 0.99994329 x 0.99990005 = 0.99984334
DL3063!UTM 12 - 0.99994329 x 0.99969363 = 0.99963693
DL3063
DL3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SVC1285101090(NAD 83)
DL3063
DL3063 SUPERSEDED SURVEY CONTROL
DL3063
DL3063 ELLIP H (06/27/12) 361.262 (m) GP(2010.00) 0 0
DL3063 NAD 83(2011)- 33 26 44.46436(N) 111 56 15.46861(W) AD(2010.00) c
DL3063 NAD 83(2011)- 33 26 44.46452(N) 111 56 15.46886(W) AD(2010.00) c
DL3063 ELLIP H (08/??/11) 361.261 (m) GP(2010.00) c c
DL3063 NAD 83(CORS)- 33 26 44.46415(N) 111 56 15.46875(W) AD(2002.00) c
DL3063 ELLIP H (05/??/09) 361.260 (m) GP(2002.00) c c
DL3063
DL3063.Superseded values are not recommended for survey control.
DL3063
DL3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL3063.See file dsdata.pdf to determine how the superseded data were derived.
DL3063
DL3063_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL3063
DL3063 STATION DESCRIPTION
DL3063
DL3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL3063'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL3063'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL3063'ACCESSIBLE AT THE WORLDWIDE WEB.
DL3063'https://geodesy.noaa.gov/CORS/data.shtml
DL3063'https://geodesy.noaa.gov/CORS
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