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 11:25:16 EST
 DN5633 ***********************************************************************
 DN5633  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN5633  DESIGNATION -  DSSC_SCGN_CS1998 CORS ARP
 DN5633  CORS_ID     -  DSSC
 DN5633  PID         -  DN5633
 DN5633  STATE/COUNTY-  CA/RIVERSIDE
 DN5633  COUNTRY     -  US
 DN5633  USGS QUAD   -  IDYLLWILD (2018)
 DN5633
 DN5633                         *CURRENT SURVEY CONTROL
 DN5633  ______________________________________________________________________
 DN5633* NAD 83(2011) POSITION- 33 43 59.97946(N) 116 42 43.47549(W)   ADJUSTED
 DN5633* NAD 83(2011) ELLIP HT-  1661.621 (meters)        (06/??/19)   ADJUSTED
 DN5633* NAD 83(2011) EPOCH   -  2010.00
 DN5633  ______________________________________________________________________
 DN5633  GEOID HEIGHT    -        -31.036 (meters)                     GEOID18
 DN5633  NAD 83(2011) X  - -2,387,388.770 (meters)                     COMP
 DN5633  NAD 83(2011) Y  - -4,744,302.764 (meters)                     COMP
 DN5633  NAD 83(2011) Z  -  3,522,808.559 (meters)                     COMP
 DN5633
 DN5633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN5633  Standards:
 DN5633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN5633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN5633  -------------------------------------------------------------------
 DN5633  NETWORK    0.21   0.65           0.08   0.09   0.33      0.17034100
 DN5633  -------------------------------------------------------------------
 DN5633
 DN5633.The coordinates were established by GPS observations
 DN5633.and adjusted by the National Geodetic Survey in June 2019.
 DN5633
 DN5633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN5633.been affixed to the stable North American Tectonic Plate. 
 DN5633
 DN5633.The coordinates are valid at the epoch date displayed above
 DN5633.which is a decimal equivalence of Year/Month/Day.
 DN5633
 DN5633.Due to the release of the International GNSS Service (IGS) 2014
 DN5633.realization of the International Terrestrial Reference Frame of 2014
 DN5633.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN5633.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN5633.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN5633.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN5633.currently published epoch of 2010.00.
 DN5633
 DN5633.Additional information on MYCS2 is available at
 DN5633.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN5633
 DN5633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5633.GEOID18 height accuracy estimate available here.
 DN5633
 DN5633.The PID for the CORS L1 Phase Center is DS2738.
 DN5633
 DN5633.Click photographs - Photos may exist for this station.
 DN5633
 DN5633.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN5633
 DN5633.The ellipsoidal height was determined by GPS observations
 DN5633.and is referenced to NAD 83.
 DN5633
 DN5633. The following values were computed from the NAD 83(2011) position.
 DN5633
 DN5633;                    North         East     Units Scale Factor Converg.
 DN5633;SPC CA 6     -   673,844.492 1,957,179.291   MT  0.99997836   -0 15 14.1
 DN5633;SPC CA 6     - 2,210,771.47  6,421,179.06   sFT  0.99997836   -0 15 14.1
 DN5633;UTM  11      - 3,732,625.731   526,671.952   MT  0.99960877   +0 09 35.6
 DN5633
 DN5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN5633!SPC CA 6     -   0.99973921  x   0.99997836  =   0.99971758
 DN5633!UTM  11      -   0.99973921  x   0.99960877  =   0.99934808
 DN5633
 DN5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2667132625(NAD 83)
 DN5633
 DN5633                          SUPERSEDED SURVEY CONTROL
 DN5633
 DN5633  NAD 83(2011)-  33 43 59.97959(N)    116 42 43.47522(W) AD(2010.00) c
 DN5633  ELLIP H (01/??/12) 1661.614  (m)                       GP(2010.00) c c
 DN5633  NAD 83(CORS)-  33 43 59.97429(N)    116 42 43.47080(W) AD(2002.00) c
 DN5633  ELLIP H (01/??/12) 1661.622  (m)                       GP(2002.00) c c
 DN5633
 DN5633.Superseded values are not recommended for survey control.
 DN5633
 DN5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN5633.See file dsdata.pdf to determine how the superseded data were derived.
 DN5633
 DN5633_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN5633
 DN5633                          STATION DESCRIPTION
 DN5633
 DN5633'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN5633'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN5633'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN5633'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN5633'https://geodesy.noaa.gov/CORS/data.shtml
 DN5633'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 11:25:16 EST
 AJ1859 ***********************************************************************
 AJ1859  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1859  DESIGNATION -  DSSC_SCGN_CS1998 CORS GRP
 AJ1859  CORS_ID     -  DSSC
 AJ1859  PID         -  AJ1859
 AJ1859  STATE/COUNTY-  CA/RIVERSIDE
 AJ1859  COUNTRY     -  US
 AJ1859  USGS QUAD   -  IDYLLWILD (2018)
 AJ1859
 AJ1859                         *CURRENT SURVEY CONTROL
 AJ1859  ______________________________________________________________________
 AJ1859* NAD 83(2011) POSITION- 33 43 59.97946(N) 116 42 43.47549(W)   ADJUSTED
 AJ1859* NAD 83(2011) ELLIP HT-  1661.612 (meters)        (06/??/19)   ADJUSTED
 AJ1859* NAD 83(2011) EPOCH   -  2010.00
 AJ1859* NAVD 88 ORTHO HEIGHT -  1692.6   (meters)     5553.    (feet) GPS OBS
 AJ1859  ______________________________________________________________________
 AJ1859  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ1859  GEOID HEIGHT    -        -30.975 (meters)                     GEOID99
 AJ1859  GEOID HEIGHT    -        -31.036 (meters)                     GEOID18
 AJ1859  NAD 83(2011) X  - -2,387,388.766 (meters)                     COMP
 AJ1859  NAD 83(2011) Y  - -4,744,302.757 (meters)                     COMP
 AJ1859  NAD 83(2011) Z  -  3,522,808.554 (meters)                     COMP
 AJ1859  LAPLACE CORR    -          7.01  (seconds)                    DEFLEC18
 AJ1859
 AJ1859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ1859  Standards:
 AJ1859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ1859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ1859  -------------------------------------------------------------------
 AJ1859  NETWORK    0.21   0.65           0.08   0.09   0.33      0.17034100
 AJ1859  -------------------------------------------------------------------
 AJ1859
 AJ1859.The horizontal coordinates were established by GPS observations
 AJ1859.and adjusted by the National Geodetic Survey in June 2019.
 AJ1859
 AJ1859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ1859.been affixed to the stable North American Tectonic Plate. 
 AJ1859
 AJ1859.The horizontal coordinates are valid at the epoch date displayed above
 AJ1859.which is a decimal equivalence of Year/Month/Day.
 AJ1859
 AJ1859.Due to the release of the International GNSS Service (IGS) 2014
 AJ1859.realization of the International Terrestrial Reference Frame of 2014
 AJ1859.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ1859.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ1859.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ1859.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ1859.currently published epoch of 2010.00.
 AJ1859
 AJ1859.Additional information on MYCS2 is available at
 AJ1859.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ1859
 AJ1859.The orthometric height was determined by GPS observations and a
 AJ1859.high-resolution geoid model.
 AJ1859
 AJ1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ1859.GEOID18 height accuracy estimate available here.
 AJ1859
 AJ1859.Click photographs - Photos may exist for this station.
 AJ1859
 AJ1859.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1859
 AJ1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ1859
 AJ1859.The ellipsoidal height was determined by GPS observations
 AJ1859.and is referenced to NAD 83.
 AJ1859
 AJ1859. The following values were computed from the NAD 83(2011) position.
 AJ1859
 AJ1859;                    North         East     Units Scale Factor Converg.
 AJ1859;SPC CA 6     -   673,844.492 1,957,179.291   MT  0.99997836   -0 15 14.1
 AJ1859;SPC CA 6     - 2,210,771.47  6,421,179.06   sFT  0.99997836   -0 15 14.1
 AJ1859;UTM  11      - 3,732,625.731   526,671.952   MT  0.99960877   +0 09 35.6
 AJ1859
 AJ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1859!SPC CA 6     -   0.99973921  x   0.99997836  =   0.99971758
 AJ1859!UTM  11      -   0.99973921  x   0.99960877  =   0.99934809
 AJ1859
 AJ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2667132625(NAD 83)
 AJ1859
 AJ1859                          SUPERSEDED SURVEY CONTROL
 AJ1859
 AJ1859  ELLIP H (06/27/12) 1661.601  (m)                       GP(2010.00) 0 0
 AJ1859  NAD 83(2011)-  33 43 59.97957(N)    116 42 43.47529(W) AD(2010.00) 0
 AJ1859  NAD 83(2011)-  33 43 59.97959(N)    116 42 43.47522(W) AD(2010.00) A
 AJ1859  ELLIP H (01/??/12) 1661.606  (m)                       GP(2010.00) 4 1
 AJ1859  NAD 83(CORS)-  33 43 59.97429(N)    116 42 43.47080(W) AD(2002.00) A
 AJ1859  ELLIP H (01/??/12) 1661.613  (m)                       GP(2002.00) 4 1
 AJ1859  ELLIP H (02/10/07) 1661.617  (m)                       GP(2007.00)    
 AJ1859  NAD 83(2007)-  33 43 59.97824(N)    116 42 43.47362(W) AD(2007.00) 0
 AJ1859  ELLIP H (04/03/01) 1661.621  (m)                       GP(2000.35) 1 1
 AJ1859  NAD 83(1998)-  33 43 59.97306(N)    116 42 43.46971(W) AD(2000.35) A
 AJ1859
 AJ1859.Superseded values are not recommended for survey control.
 AJ1859
 AJ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1859.See file dsdata.pdf to determine how the superseded data were derived.
 AJ1859
 AJ1859_MARKER: Z = SEE DESCRIPTION
 AJ1859_SETTING: 0 = UNSPECIFIED SETTING
 AJ1859_STAMPING: UNKNOWN
 AJ1859_MARK LOGO: NONE
 AJ1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1859+STABILITY: POSITION/ELEVATION WELL
 AJ1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1859+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ1859
 AJ1859  HISTORY     - Date     Condition        Report By
 AJ1859  HISTORY     - 2001     MONUMENTED       NGS
 AJ1859
 AJ1859                          STATION DESCRIPTION
 AJ1859
 AJ1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AJ1859'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'DSSC'
 AJ1859'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ1859'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1859'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1859'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 AJ1859'   https://geodesy.noaa.gov/corsdata/station_log
 AJ1859'   https://geodesy.noaa.gov/CORS
 AJ1859'RECOVERED AS DESCRIBED.




 *** retrieval complete.
 Elapsed Time = 00:00:04