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 07:45:24 EST
DH7093 ***********************************************************************
DH7093 CORS - This is a GPS Continuously Operating Reference Station.
DH7093 DESIGNATION - MLFP_SCGN_CS1998 CORS ARP
DH7093 CORS_ID - MLFP
DH7093 PID - DH7093
DH7093 STATE/COUNTY- CA/RIVERSIDE
DH7093 COUNTRY - US
DH7093 USGS QUAD - RIVERSIDE EAST (2018)
DH7093
DH7093 *CURRENT SURVEY CONTROL
DH7093 ______________________________________________________________________
DH7093* NAD 83(2011) POSITION- 33 55 06.24063(N) 117 19 04.60200(W) ADJUSTED
DH7093* NAD 83(2011) ELLIP HT- 473.693 (meters) (06/??/19) ADJUSTED
DH7093* NAD 83(2011) EPOCH - 2010.00
DH7093* NAVD 88 ORTHO HEIGHT - 506.554 (meters) 1661.92 (feet) ADJUSTED
DH7093 ______________________________________________________________________
DH7093 GEOID HEIGHT - -32.854 (meters) GEOID18
DH7093 NAD 83(2011) X - -2,431,724.392 (meters) COMP
DH7093 NAD 83(2011) Y - -4,707,761.355 (meters) COMP
DH7093 NAD 83(2011) Z - 3,539,203.514 (meters) COMP
DH7093 VERT ORDER - SECOND CLASS II
DH7093
DH7093 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH7093 Standards:
DH7093 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH7093 Horiz Ellip SD_N SD_E SD_h (unitless)
DH7093 -------------------------------------------------------------------
DH7093 NETWORK 0.16 0.51 0.07 0.06 0.26 0.05700900
DH7093 -------------------------------------------------------------------
DH7093
DH7093.The coordinates were established by GPS observations
DH7093.and adjusted by the National Geodetic Survey in June 2019.
DH7093
DH7093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH7093.been affixed to the stable North American Tectonic Plate.
DH7093
DH7093.The coordinates are valid at the epoch date displayed above
DH7093.which is a decimal equivalence of Year/Month/Day.
DH7093
DH7093.Due to the release of the International GNSS Service (IGS) 2014
DH7093.realization of the International Terrestrial Reference Frame of 2014
DH7093.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH7093.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH7093.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH7093.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH7093.currently published epoch of 2010.00.
DH7093
DH7093.Additional information on MYCS2 is available at
DH7093.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH7093
DH7093.The orthometric height was determined by differential leveling and
DH7093.adjusted by the NATIONAL GEODETIC SURVEY
DH7093.in January 2006.
DH7093
DH7093.Significant digits in the geoid height do not necessarily reflect accuracy.
DH7093.GEOID18 height accuracy estimate available here.
DH7093
DH7093.The PID for the CORS L1 Phase Center is DR9276.
DH7093
DH7093.Click photographs - Photos may exist for this station.
DH7093
DH7093.The XYZ, and position/ellipsoidal ht. are equivalent.
DH7093
DH7093.The ellipsoidal height was determined by GPS observations
DH7093.and is referenced to NAD 83.
DH7093
DH7093. The following values were computed from the NAD 83(2011) position.
DH7093
DH7093; North East Units Scale Factor Converg.
DH7093;SPC CA 6 - 694,783.292 1,901,245.019 MT 1.00000605 -0 35 12.7
DH7093;SPC CA 6 - 2,279,468.18 6,237,668.03 sFT 1.00000605 -0 35 12.7
DH7093;UTM 11 - 3,753,153.914 470,610.366 MT 0.99961065 -0 10 38.7
DH7093
DH7093! - Elev Factor x Scale Factor = Combined Factor
DH7093!SPC CA 6 - 0.99992564 x 1.00000605 = 0.99993169
DH7093!UTM 11 - 0.99992564 x 0.99961065 = 0.99953632
DH7093
DH7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7061053153(NAD 83)
DH7093
DH7093 SUPERSEDED SURVEY CONTROL
DH7093
DH7093 NAD 83(2011)- 33 55 06.24080(N) 117 19 04.60176(W) AD(2010.00) c
DH7093 ELLIP H (01/??/12) 473.700 (m) GP(2010.00) c c
DH7093 NAD 83(CORS)- 33 55 06.23438(N) 117 19 04.59558(W) AD(2002.00) c
DH7093 ELLIP H (01/??/12) 473.701 (m) GP(2002.00) c c
DH7093
DH7093.Superseded values are not recommended for survey control.
DH7093
DH7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH7093.See file dsdata.pdf to determine how the superseded data were derived.
DH7093
DH7093_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH7093_MARK LOGO: NONE
DH7093_MAGNETIC: N = NO MAGNETIC MATERIAL
DH7093
DH7093 STATION DESCRIPTION
DH7093
DH7093'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DH7093'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH7093'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH7093'ACCESSIBLE AT THE WORLDWIDE WEB.
DH7093'https://geodesy.noaa.gov/CORS/data.shtml
DH7093'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 07:45:24 EST
AJ1887 ***********************************************************************
AJ1887 CORS - This is a GPS Continuously Operating Reference Station.
AJ1887 DESIGNATION - MLFP_SCGN_CS1998 CORS GRP
AJ1887 CORS_ID - MLFP
AJ1887 PID - AJ1887
AJ1887 STATE/COUNTY- CA/RIVERSIDE
AJ1887 COUNTRY - US
AJ1887 USGS QUAD - RIVERSIDE EAST (2018)
AJ1887
AJ1887 *CURRENT SURVEY CONTROL
AJ1887 ______________________________________________________________________
AJ1887* NAD 83(2011) POSITION- 33 55 06.24063(N) 117 19 04.60200(W) ADJUSTED
AJ1887* NAD 83(2011) ELLIP HT- 473.684 (meters) (06/??/19) ADJUSTED
AJ1887* NAD 83(2011) EPOCH - 2010.00
AJ1887* NAVD 88 ORTHO HEIGHT - 506.546 (meters) 1661.89 (feet) ADJUSTED
AJ1887 ______________________________________________________________________
AJ1887 GEOID HEIGHT - -32.854 (meters) GEOID18
AJ1887 NAD 83(2011) X - -2,431,724.388 (meters) COMP
AJ1887 NAD 83(2011) Y - -4,707,761.348 (meters) COMP
AJ1887 NAD 83(2011) Z - 3,539,203.509 (meters) COMP
AJ1887 LAPLACE CORR - 3.66 (seconds) DEFLEC18
AJ1887 VERT ORDER - SECOND CLASS II
AJ1887
AJ1887 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ1887 Standards:
AJ1887 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ1887 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ1887 -------------------------------------------------------------------
AJ1887 NETWORK 0.16 0.51 0.07 0.06 0.26 0.05700900
AJ1887 -------------------------------------------------------------------
AJ1887
AJ1887.The horizontal coordinates were established by GPS observations
AJ1887.and adjusted by the National Geodetic Survey in June 2019.
AJ1887
AJ1887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ1887.been affixed to the stable North American Tectonic Plate.
AJ1887
AJ1887.The horizontal coordinates are valid at the epoch date displayed above
AJ1887.which is a decimal equivalence of Year/Month/Day.
AJ1887
AJ1887.Due to the release of the International GNSS Service (IGS) 2014
AJ1887.realization of the International Terrestrial Reference Frame of 2014
AJ1887.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AJ1887.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AJ1887.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AJ1887.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AJ1887.currently published epoch of 2010.00.
AJ1887
AJ1887.Additional information on MYCS2 is available at
AJ1887.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AJ1887
AJ1887.The orthometric height was determined by differential leveling and
AJ1887.adjusted by the NATIONAL GEODETIC SURVEY
AJ1887.in January 2006.
AJ1887
AJ1887.No vertical observational check was made to the station.
AJ1887
AJ1887.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ1887.GEOID18 height accuracy estimate available here.
AJ1887
AJ1887.Click photographs - Photos may exist for this station.
AJ1887
AJ1887.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ1887
AJ1887.The Laplace correction was computed from DEFLEC18 derived deflections.
AJ1887
AJ1887.The ellipsoidal height was determined by GPS observations
AJ1887.and is referenced to NAD 83.
AJ1887
AJ1887. The following values were computed from the NAD 83(2011) position.
AJ1887
AJ1887; North East Units Scale Factor Converg.
AJ1887;SPC CA 6 - 694,783.292 1,901,245.019 MT 1.00000605 -0 35 12.7
AJ1887;SPC CA 6 - 2,279,468.18 6,237,668.03 sFT 1.00000605 -0 35 12.7
AJ1887;UTM 11 - 3,753,153.914 470,610.366 MT 0.99961065 -0 10 38.7
AJ1887
AJ1887! - Elev Factor x Scale Factor = Combined Factor
AJ1887!SPC CA 6 - 0.99992564 x 1.00000605 = 0.99993169
AJ1887!UTM 11 - 0.99992564 x 0.99961065 = 0.99953632
AJ1887
AJ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7061053153(NAD 83)
AJ1887
AJ1887 SUPERSEDED SURVEY CONTROL
AJ1887
AJ1887 NAD 83(2011)- 33 55 06.24080(N) 117 19 04.60176(W) AD(2010.00) A
AJ1887 ELLIP H (01/??/12) 473.692 (m) GP(2010.00) 4 1
AJ1887 NAD 83(CORS)- 33 55 06.23438(N) 117 19 04.59558(W) AD(2002.00) A
AJ1887 ELLIP H (01/??/12) 473.692 (m) GP(2002.00) 4 1
AJ1887 ELLIP H (02/10/07) 473.697 (m) GP(2007.00)
AJ1887 NAD 83(2007)- 33 55 06.23882(N) 117 19 04.59958(W) AD(2007.00) 0
AJ1887 ELLIP H (04/03/01) 473.719 (m) GP(2000.35) 1 1
AJ1887 NAD 83(1998)- 33 55 06.23290(N) 117 19 04.59423(W) AD(2000.35) A
AJ1887 NAVD 88 (04/03/01) 506.5 (m) GEOID99 model used GPS OBS
AJ1887
AJ1887.Superseded values are not recommended for survey control.
AJ1887
AJ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ1887.See file dsdata.pdf to determine how the superseded data were derived.
AJ1887
AJ1887_MARKER: Z = SEE DESCRIPTION
AJ1887_SETTING: 0 = UNSPECIFIED SETTING
AJ1887_SP_SET: CGPS DB MONUMENT
AJ1887_STAMPING: UNKNOWN
AJ1887_MARK LOGO: NONE
AJ1887_MAGNETIC: N = NO MAGNETIC MATERIAL
AJ1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
AJ1887+STABILITY: POSITION/ELEVATION WELL
AJ1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AJ1887+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2004
AJ1887
AJ1887 HISTORY - Date Condition Report By
AJ1887 HISTORY - 2001 MONUMENTED NGS
AJ1887 HISTORY - 20041017 GOOD CSRC
AJ1887
AJ1887 STATION DESCRIPTION
AJ1887
AJ1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
AJ1887'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'MLFP'
AJ1887'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AJ1887'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AJ1887'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AJ1887' https://geodesy.noaa.gov/corsdata/coord/coord_14
AJ1887' https://geodesy.noaa.gov/corsdata/station_log
AJ1887' https://geodesy.noaa.gov/CORS
AJ1887'RECOVERED IN GOOD CONDITION.
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