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 05:27:55 EST
DE6586 ***********************************************************************
DE6586 CORS - This is a GPS Continuously Operating Reference Station.
DE6586 DESIGNATION - JPL MESA CORS ARP
DE6586 CORS_ID - JPLM
DE6586 PID - DE6586
DE6586 STATE/COUNTY- CA/LOS ANGELES
DE6586 COUNTRY - US
DE6586 USGS QUAD - PASADENA (2018)
DE6586
DE6586 *CURRENT SURVEY CONTROL
DE6586 ______________________________________________________________________
DE6586* NAD 83(2011) POSITION- 34 12 17.34141(N) 118 10 23.56974(W) ADJUSTED
DE6586* NAD 83(2011) ELLIP HT- 424.730 (meters) (05/??/21) ADJUSTED
DE6586* NAD 83(2011) EPOCH - 2010.00
DE6586 ______________________________________________________________________
DE6586 GEOID HEIGHT - -33.447 (meters) GEOID18
DE6586 NAD 83(2011) X - -2,493,303.821 (meters) COMP
DE6586 NAD 83(2011) Y - -4,655,216.482 (meters) COMP
DE6586 NAD 83(2011) Z - 3,565,497.630 (meters) COMP
DE6586
DE6586 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DE6586 Standards:
DE6586 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DE6586 Horiz Ellip SD_N SD_E SD_h (unitless)
DE6586 -------------------------------------------------------------------
DE6586 NETWORK 0.25 0.72 0.10 0.10 0.37 0.29990400
DE6586 -------------------------------------------------------------------
DE6586
DE6586.The coordinates were established by GPS observations
DE6586.and adjusted by the National Geodetic Survey in May 2021.
DE6586
DE6586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DE6586.been affixed to the stable North American Tectonic Plate.
DE6586
DE6586.The coordinates are valid at the epoch date displayed above
DE6586.which is a decimal equivalence of Year/Month/Day.
DE6586
DE6586.Due to the release of the International GNSS Service (IGS) 2014
DE6586.realization of the International Terrestrial Reference Frame of 2014
DE6586.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DE6586.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DE6586.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DE6586.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DE6586.currently published epoch of 2010.00.
DE6586
DE6586.Additional information on MYCS2 is available at
DE6586.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DE6586
DE6586.Significant digits in the geoid height do not necessarily reflect accuracy.
DE6586.GEOID18 height accuracy estimate available here.
DE6586
DE6586.The PID for the CORS L1 Phase Center is DE6587.
DE6586
DE6586.Click photographs - Photos may exist for this station.
DE6586
DE6586.The XYZ, and position/ellipsoidal ht. are equivalent.
DE6586
DE6586.The ellipsoidal height was determined by GPS observations
DE6586.and is referenced to NAD 83.
DE6586
DE6586. The following values were computed from the NAD 83(2011) position.
DE6586
DE6586; North East Units Scale Factor Converg.
DE6586;SPC CA 5 - 578,195.806 1,984,036.718 MT 0.99996726 -0 05 55.4
DE6586;SPC CA 5 - 1,896,964.07 6,509,293.80 sFT 0.99996726 -0 05 55.4
DE6586;UTM 11 - 3,785,488.200 391,914.170 MT 0.99974401 -0 39 34.5
DE6586
DE6586! - Elev Factor x Scale Factor = Combined Factor
DE6586!SPC CA 5 - 0.99993333 x 0.99996726 = 0.99990059
DE6586!UTM 11 - 0.99993333 x 0.99974401 = 0.99967736
DE6586
DE6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT9191485488(NAD 83)
DE6586
DE6586 SUPERSEDED SURVEY CONTROL
DE6586
DE6586 NAD 83(2011)- 34 12 17.34109(N) 118 10 23.57000(W) AD(2010.00) c
DE6586 ELLIP H (06/??/19) 424.730 (m) GP(2010.00) c c
DE6586 NAD 83(2011)- 34 12 17.34131(N) 118 10 23.57005(W) AD(2010.00) c
DE6586 ELLIP H (08/??/11) 424.745 (m) GP(2010.00) c c
DE6586 NAD 83(CORS)- 34 12 17.33497(N) 118 10 23.56233(W) AD(2002.00) c
DE6586 ELLIP H (03/??/08) 424.750 (m) GP(2002.00) c c
DE6586 NAD 83(CORS)- 34 12 17.33430(N) 118 10 23.56214(W) AD(2002.00) c
DE6586 ELLIP H (03/??/02) 424.744 (m) GP(2002.00) c c
DE6586
DE6586.Superseded values are not recommended for survey control.
DE6586
DE6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DE6586.See file dsdata.pdf to determine how the superseded data were derived.
DE6586
DE6586_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DE6586
DE6586 STATION DESCRIPTION
DE6586
DE6586'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
DE6586'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DE6586'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DE6586'ACCESSIBLE AT THE WORLDWIDE WEB.
DE6586'https://geodesy.noaa.gov/CORS/data.shtml
DE6586'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 05:27:55 EST
DE6588 ***********************************************************************
DE6588 HT_MOD - This is a Height Modernization Survey Station.
DE6588 CORS - This is a GPS Continuously Operating Reference Station.
DE6588 DESIGNATION - JPLM 40400M007
DE6588 CORS_ID - JPLM
DE6588 PID - DE6588
DE6588 STATE/COUNTY- CA/LOS ANGELES
DE6588 COUNTRY - US
DE6588 USGS QUAD - PASADENA (2018)
DE6588
DE6588 *CURRENT SURVEY CONTROL
DE6588 ______________________________________________________________________
DE6588* NAD 83(2011) POSITION- 34 12 17.34141(N) 118 10 23.56974(W) ADJUSTED
DE6588* NAD 83(2011) ELLIP HT- 424.669 (meters) (05/??/21) ADJUSTED
DE6588* NAD 83(2011) EPOCH - 2010.00
DE6588* NAVD 88 ORTHO HEIGHT - 458.12 (meters) 1503.0 (feet) GPS OBS
DE6588 ______________________________________________________________________
DE6588 GEOID HEIGHT - -33.447 (meters) GEOID18
DE6588 NAD 83(2011) X - -2,493,303.797 (meters) COMP
DE6588 NAD 83(2011) Y - -4,655,216.438 (meters) COMP
DE6588 NAD 83(2011) Z - 3,565,497.595 (meters) COMP
DE6588 LAPLACE CORR - 5.92 (seconds) DEFLEC18
DE6588
DE6588 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DE6588 Standards:
DE6588 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DE6588 Horiz Ellip SD_N SD_E SD_h (unitless)
DE6588 -------------------------------------------------------------------
DE6588 NETWORK 0.25 0.72 0.10 0.10 0.37 0.29990400
DE6588 -------------------------------------------------------------------
DE6588
DE6588.The horizontal coordinates were established by GPS observations
DE6588.and adjusted by the National Geodetic Survey in May 2021.
DE6588
DE6588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DE6588.been affixed to the stable North American Tectonic Plate.
DE6588
DE6588.The horizontal coordinates are valid at the epoch date displayed above
DE6588.which is a decimal equivalence of Year/Month/Day.
DE6588
DE6588.Due to the release of the International GNSS Service (IGS) 2014
DE6588.realization of the International Terrestrial Reference Frame of 2014
DE6588.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DE6588.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DE6588.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DE6588.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DE6588.currently published epoch of 2010.00.
DE6588
DE6588.Additional information on MYCS2 is available at
DE6588.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DE6588
DE6588.The orthometric height was determined by GPS observations and a
DE6588.high-resolution geoid model using precise GPS observation and
DE6588.processing techniques.
DE6588
DE6588.Significant digits in the geoid height do not necessarily reflect accuracy.
DE6588.GEOID18 height accuracy estimate available here.
DE6588
DE6588.Click photographs - Photos may exist for this station.
DE6588
DE6588.The XYZ, and position/ellipsoidal ht. are equivalent.
DE6588
DE6588.The Laplace correction was computed from DEFLEC18 derived deflections.
DE6588
DE6588.The ellipsoidal height was determined by GPS observations
DE6588.and is referenced to NAD 83.
DE6588
DE6588. The following values were computed from the NAD 83(2011) position.
DE6588
DE6588; North East Units Scale Factor Converg.
DE6588;SPC CA 5 - 578,195.806 1,984,036.718 MT 0.99996726 -0 05 55.4
DE6588;SPC CA 5 - 1,896,964.07 6,509,293.80 sFT 0.99996726 -0 05 55.4
DE6588;UTM 11 - 3,785,488.200 391,914.170 MT 0.99974401 -0 39 34.5
DE6588
DE6588! - Elev Factor x Scale Factor = Combined Factor
DE6588!SPC CA 5 - 0.99993334 x 0.99996726 = 0.99990060
DE6588!UTM 11 - 0.99993334 x 0.99974401 = 0.99967737
DE6588
DE6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT9191485488(NAD 83)
DE6588
DE6588 SUPERSEDED SURVEY CONTROL
DE6588
DE6588 NAD 83(2011)- 34 12 17.34109(N) 118 10 23.57000(W) AD(2010.00) A
DE6588 ELLIP H (06/??/19) 424.669 (m) GP(2010.00) 4 1
DE6588 NAD 83(2011)- 34 12 17.34131(N) 118 10 23.57005(W) AD(2010.00) A
DE6588 ELLIP H (08/??/11) 424.684 (m) GP(2010.00) 4 1
DE6588 NAD 83(CORS)- 34 12 17.33497(N) 118 10 23.56233(W) AD(2002.00) A
DE6588 ELLIP H (03/??/08) 424.689 (m) GP(2002.00) 4 1
DE6588 ELLIP H (02/10/07) 424.683 (m) GP(2007.00)
DE6588 NAD 83(2007)- 34 12 17.33816(N) 118 10 23.56715(W) AD(2007.00) 0
DE6588 NAD 83(CORS)- 34 12 17.33430(N) 118 10 23.56214(W) AD(2002.00) A
DE6588 ELLIP H (03/??/02) 424.683 (m) GP(2002.00) 4 1
DE6588
DE6588.Superseded values are not recommended for survey control.
DE6588
DE6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DE6588.See file dsdata.pdf to determine how the superseded data were derived.
DE6588
DE6588_STAMPING: UNKNOWN
DE6588
DE6588 STATION DESCRIPTION
DE6588
DE6588'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'JPLM'
DE6588'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DE6588'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DE6588'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DE6588' https://geodesy.noaa.gov/corsdata/coord/coord_14
DE6588' https://geodesy.noaa.gov/corsdata/station_log
DE6588' https://geodesy.noaa.gov/CORS
DE6588'RECOVERED AS DESCRIBED.
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