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 19:07:47 EST
 DJ7932 ***********************************************************************
 DJ7932  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7932  DESIGNATION -  VDCY_SCGN_CS2000 CORS ARP
 DJ7932  CORS_ID     -  VDCY
 DJ7932  PID         -  DJ7932
 DJ7932  STATE/COUNTY-  CA/LOS ANGELES
 DJ7932  COUNTRY     -  US
 DJ7932  USGS QUAD   -  PASADENA (2018)
 DJ7932
 DJ7932                         *CURRENT SURVEY CONTROL
 DJ7932  ______________________________________________________________________
 DJ7932* NAD 83(2011) POSITION- 34 10 42.82366(N) 118 13 11.95142(W)   ADJUSTED
 DJ7932* NAD 83(2011) ELLIP HT-   318.859 (meters)        (03/??/20)   ADJUSTED
 DJ7932* NAD 83(2011) EPOCH   -  2010.00
 DJ7932* NAVD 88 ORTHO HEIGHT -   352.724 (meters)     1157.23  (feet) ADJUSTED
 DJ7932  ______________________________________________________________________
 DJ7932  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DJ7932  NAD 83(2011) X  - -2,497,835.749 (meters)                     COMP
 DJ7932  NAD 83(2011) Y  - -4,654,544.577 (meters)                     COMP
 DJ7932  NAD 83(2011) Z  -  3,563,029.007 (meters)                     COMP
 DJ7932  VERT ORDER      -  SECOND    CLASS II
 DJ7932
 DJ7932  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7932  Standards:
 DJ7932         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7932            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7932  -------------------------------------------------------------------
 DJ7932  NETWORK    0.18   0.57           0.07   0.07   0.29      0.26079400
 DJ7932  -------------------------------------------------------------------
 DJ7932
 DJ7932.The coordinates were established by GPS observations
 DJ7932.and adjusted by the National Geodetic Survey in March 2020.
 DJ7932
 DJ7932.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7932.been affixed to the stable North American Tectonic Plate. 
 DJ7932
 DJ7932.The coordinates are valid at the epoch date displayed above
 DJ7932.which is a decimal equivalence of Year/Month/Day.
 DJ7932
 DJ7932.Due to the release of the International GNSS Service (IGS) 2014
 DJ7932.realization of the International Terrestrial Reference Frame of 2014
 DJ7932.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ7932.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ7932.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ7932.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ7932.currently published epoch of 2010.00.
 DJ7932
 DJ7932.Additional information on MYCS2 is available at
 DJ7932.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ7932
 DJ7932.The orthometric height was determined by differential leveling and
 DJ7932.adjusted by the NATIONAL GEODETIC SURVEY
 DJ7932.in February 2008.
 DJ7932
 DJ7932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7932.GEOID18 height accuracy estimate available here.
 DJ7932
 DJ7932.The PID for the CORS L1 Phase Center is DR4827.
 DJ7932
 DJ7932.Click photographs - Photos may exist for this station.
 DJ7932
 DJ7932.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7932
 DJ7932.The ellipsoidal height was determined by GPS observations
 DJ7932.and is referenced to NAD 83.
 DJ7932
 DJ7932. The following values were computed from the NAD 83(2011) position.
 DJ7932
 DJ7932;                    North         East     Units Scale Factor Converg.
 DJ7932;SPC CA 5     -   575,291.982 1,979,719.808   MT  0.99997170   -0 07 31.4
 DJ7932;SPC CA 5     - 1,887,437.11  6,495,130.74   sFT  0.99997170   -0 07 31.4
 DJ7932;UTM  11      - 3,782,627.369   387,570.016   MT  0.99975582   -0 41 07.5
 DJ7932
 DJ7932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7932!SPC CA 5     -   0.99994995  x   0.99997170  =   0.99992165
 DJ7932!UTM  11      -   0.99994995  x   0.99975582  =   0.99970578
 DJ7932
 DJ7932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8757082627(NAD 83)
 DJ7932
 DJ7932                          SUPERSEDED SURVEY CONTROL
 DJ7932
 DJ7932  NAD 83(2011)-  34 10 42.82365(N)    118 13 11.95174(W) AD(2010.00) c
 DJ7932  ELLIP H (02/??/20)  318.868  (m)                       GP(2010.00) c c
 DJ7932  NAD 83(2011)-  34 10 42.82338(N)    118 13 11.95195(W) AD(2010.00) c
 DJ7932  ELLIP H (06/??/19)  318.873  (m)                       GP(2010.00) c c
 DJ7932  NAD 83(2011)-  34 10 42.82346(N)    118 13 11.95191(W) AD(2010.00) c
 DJ7932  ELLIP H (01/??/12)  318.879  (m)                       GP(2010.00) c c
 DJ7932  NAD 83(CORS)-  34 10 42.81670(N)    118 13 11.94472(W) AD(2002.00) c
 DJ7932  ELLIP H (01/??/12)  318.880  (m)                       GP(2002.00) c c
 DJ7932
 DJ7932.Superseded values are not recommended for survey control.
 DJ7932
 DJ7932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7932.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7932
 DJ7932_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ7932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7932
 DJ7932                          STATION DESCRIPTION
 DJ7932
 DJ7932'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DJ7932'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ7932'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ7932'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ7932'https://geodesy.noaa.gov/CORS/data.shtml
 DJ7932'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 19:07:47 EST
 DJ7927 ***********************************************************************
 DJ7927  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7927  DESIGNATION -  VDCY_SCGN_CS2000 CORS GRP
 DJ7927  CORS_ID     -  VDCY
 DJ7927  PID         -  DJ7927
 DJ7927  STATE/COUNTY-  CA/LOS ANGELES
 DJ7927  COUNTRY     -  US
 DJ7927  USGS QUAD   -  PASADENA (2018)
 DJ7927
 DJ7927                         *CURRENT SURVEY CONTROL
 DJ7927  ______________________________________________________________________
 DJ7927* NAD 83(2011) POSITION- 34 10 42.82366(N) 118 13 11.95142(W)   ADJUSTED
 DJ7927* NAD 83(2011) ELLIP HT-   318.851 (meters)        (03/??/20)   ADJUSTED
 DJ7927* NAD 83(2011) EPOCH   -  2010.00
 DJ7927* NAVD 88 ORTHO HEIGHT -   352.715 (meters)     1157.20  (feet) ADJUSTED
 DJ7927  ______________________________________________________________________
 DJ7927  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 DJ7927  NAD 83(2011) X  - -2,497,835.746 (meters)                     COMP
 DJ7927  NAD 83(2011) Y  - -4,654,544.571 (meters)                     COMP
 DJ7927  NAD 83(2011) Z  -  3,563,029.003 (meters)                     COMP
 DJ7927  LAPLACE CORR    -          5.88  (seconds)                    DEFLEC18
 DJ7927  VERT ORDER      -  SECOND    CLASS II
 DJ7927
 DJ7927  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7927  Standards:
 DJ7927         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7927            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7927  -------------------------------------------------------------------
 DJ7927  NETWORK    0.18   0.57           0.07   0.07   0.29      0.26079400
 DJ7927  -------------------------------------------------------------------
 DJ7927
 DJ7927.The horizontal coordinates were established by GPS observations
 DJ7927.and adjusted by the National Geodetic Survey in March 2020.
 DJ7927
 DJ7927.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7927.been affixed to the stable North American Tectonic Plate. 
 DJ7927
 DJ7927.The horizontal coordinates are valid at the epoch date displayed above
 DJ7927.which is a decimal equivalence of Year/Month/Day.
 DJ7927
 DJ7927.Due to the release of the International GNSS Service (IGS) 2014
 DJ7927.realization of the International Terrestrial Reference Frame of 2014
 DJ7927.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ7927.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ7927.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ7927.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ7927.currently published epoch of 2010.00.
 DJ7927
 DJ7927.Additional information on MYCS2 is available at
 DJ7927.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ7927
 DJ7927.The orthometric height was determined by differential leveling and
 DJ7927.adjusted by the NATIONAL GEODETIC SURVEY
 DJ7927.in February 2008.
 DJ7927
 DJ7927.No vertical observational check was made to the station.
 DJ7927
 DJ7927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7927.GEOID18 height accuracy estimate available here.
 DJ7927
 DJ7927.Click photographs - Photos may exist for this station.
 DJ7927
 DJ7927.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7927
 DJ7927.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ7927
 DJ7927.The ellipsoidal height was determined by GPS observations
 DJ7927.and is referenced to NAD 83.
 DJ7927
 DJ7927. The following values were computed from the NAD 83(2011) position.
 DJ7927
 DJ7927;                    North         East     Units Scale Factor Converg.
 DJ7927;SPC CA 5     -   575,291.982 1,979,719.808   MT  0.99997170   -0 07 31.4
 DJ7927;SPC CA 5     - 1,887,437.11  6,495,130.74   sFT  0.99997170   -0 07 31.4
 DJ7927;UTM  11      - 3,782,627.369   387,570.016   MT  0.99975582   -0 41 07.5
 DJ7927
 DJ7927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7927!SPC CA 5     -   0.99994995  x   0.99997170  =   0.99992165
 DJ7927!UTM  11      -   0.99994995  x   0.99975582  =   0.99970578
 DJ7927
 DJ7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8757082627(NAD 83)
 DJ7927
 DJ7927                          SUPERSEDED SURVEY CONTROL
 DJ7927
 DJ7927  NAD 83(2011)-  34 10 42.82365(N)    118 13 11.95174(W) AD(2010.00) A
 DJ7927  ELLIP H (02/??/20)  318.860  (m)                       GP(2010.00) 4 1
 DJ7927  NAD 83(2011)-  34 10 42.82338(N)    118 13 11.95195(W) AD(2010.00) A
 DJ7927  ELLIP H (06/??/19)  318.864  (m)                       GP(2010.00) 4 1
 DJ7927  NAD 83(2011)-  34 10 42.82346(N)    118 13 11.95191(W) AD(2010.00) A
 DJ7927  ELLIP H (01/??/12)  318.871  (m)                       GP(2010.00) 4 1
 DJ7927  NAD 83(CORS)-  34 10 42.81670(N)    118 13 11.94472(W) AD(2002.00) A
 DJ7927  ELLIP H (01/??/12)  318.872  (m)                       GP(2002.00) 4 1
 DJ7927
 DJ7927.Superseded values are not recommended for survey control.
 DJ7927
 DJ7927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7927.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7927
 DJ7927_MARKER: Z = SEE DESCRIPTION
 DJ7927_SETTING: 0 = UNSPECIFIED SETTING
 DJ7927_SP_SET: CGPS SITE DB MONUMENT
 DJ7927_STAMPING: UNKNOWN
 DJ7927_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7927+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 DJ7927
 DJ7927  HISTORY     - Date     Condition        Report By
 DJ7927  HISTORY     - 20001123 MONUMENTED       USGS
 DJ7927  HISTORY     - 20050803 GOOD             CA1980
 DJ7927
 DJ7927                          STATION DESCRIPTION
 DJ7927
 DJ7927'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 DJ7927'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'VDCY'
 DJ7927'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DJ7927'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ7927'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ7927'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DJ7927'   https://geodesy.noaa.gov/corsdata/station_log
 DJ7927'   https://geodesy.noaa.gov/CORS
 DJ7927'RECOVERED IN GOOD CONDITION.




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