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 11:42:00 EST
 DH7211 ***********************************************************************
 DH7211  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7211  DESIGNATION -  FRAZIERAIRCN2004 CORS ARP
 DH7211  CORS_ID     -  P242
 DH7211  PID         -  DH7211
 DH7211  STATE/COUNTY-  CA/SAN BENITO
 DH7211  COUNTRY     -  US
 DH7211  USGS QUAD   -  SAN FELIPE (2018)
 DH7211
 DH7211                         *CURRENT SURVEY CONTROL
 DH7211  ______________________________________________________________________
 DH7211* NAD 83(2011) POSITION- 36 57 14.14152(N) 121 27 47.40773(W)   ADJUSTED
 DH7211* NAD 83(2011) ELLIP HT-    15.352 (meters)        (06/??/19)   ADJUSTED
 DH7211* NAD 83(2011) EPOCH   -  2010.00
 DH7211  ______________________________________________________________________
 DH7211  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 DH7211  NAD 83(2011) X  - -2,663,554.838 (meters)                     COMP
 DH7211  NAD 83(2011) Y  - -4,352,804.731 (meters)                     COMP
 DH7211  NAD 83(2011) Z  -  3,813,317.793 (meters)                     COMP
 DH7211
 DH7211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7211  Standards:
 DH7211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7211  -------------------------------------------------------------------
 DH7211  NETWORK    0.22   0.68           0.10   0.08   0.35      0.11252200
 DH7211  -------------------------------------------------------------------
 DH7211
 DH7211.The coordinates were established by GPS observations
 DH7211.and adjusted by the National Geodetic Survey in June 2019.
 DH7211
 DH7211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7211.been affixed to the stable North American Tectonic Plate. 
 DH7211
 DH7211.The coordinates are valid at the epoch date displayed above
 DH7211.which is a decimal equivalence of Year/Month/Day.
 DH7211
 DH7211.Due to the release of the International GNSS Service (IGS) 2014
 DH7211.realization of the International Terrestrial Reference Frame of 2014
 DH7211.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH7211.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH7211.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH7211.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH7211.currently published epoch of 2010.00.
 DH7211
 DH7211.Additional information on MYCS2 is available at
 DH7211.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH7211
 DH7211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7211.GEOID18 height accuracy estimate available here.
 DH7211
 DH7211.The PID for the CORS L1 Phase Center is DS2721.
 DH7211
 DH7211.Click photographs - Photos may exist for this station.
 DH7211
 DH7211.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7211
 DH7211.The ellipsoidal height was determined by GPS observations
 DH7211.and is referenced to NAD 83.
 DH7211
 DH7211. The following values were computed from the NAD 83(2011) position.
 DH7211
 DH7211;                    North         East     Units Scale Factor Converg.
 DH7211;SPC CA 4     -   682,638.590 1,780,650.474   MT  0.99995711   -1 28 10.2
 DH7211;SPC CA 4     - 2,239,623.44  5,842,017.43   sFT  0.99995711   -1 28 10.2
 DH7211;UTM  10      - 4,090,864.833   636,828.244   MT  0.99983064   +0 55 26.6
 DH7211
 DH7211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7211!SPC CA 4     -   0.99999759  x   0.99995711  =   0.99995470
 DH7211!UTM  10      -   0.99999759  x   0.99983064  =   0.99982823
 DH7211
 DH7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF3682890864(NAD 83)
 DH7211
 DH7211                          SUPERSEDED SURVEY CONTROL
 DH7211
 DH7211  NAD 83(2011)-  36 57 14.14149(N)    121 27 47.40783(W) AD(2010.00) c
 DH7211  ELLIP H (08/??/11)   15.327  (m)                       GP(2010.00) c c
 DH7211  NAD 83(CORS)-  36 57 14.13581(N)    121 27 47.40191(W) AD(2002.00) c
 DH7211  ELLIP H (03/??/08)   15.379  (m)                       GP(2002.00) c c
 DH7211  NAD 83(CORS)-  36 57 14.13653(N)    121 27 47.40219(W) AD(2002.00) c
 DH7211  ELLIP H (12/??/05)   15.329  (m)                       GP(2002.00) c c
 DH7211
 DH7211.Superseded values are not recommended for survey control.
 DH7211
 DH7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7211.See file dsdata.pdf to determine how the superseded data were derived.
 DH7211
 DH7211_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7211
 DH7211                          STATION DESCRIPTION
 DH7211
 DH7211'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH7211'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH7211'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH7211'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH7211'https://geodesy.noaa.gov/CORS/data.shtml
 DH7211'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 11:42:00 EST
 DH7213 ***********************************************************************
 DH7213  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7213  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7213  DESIGNATION -  FRAZIERAIRCN2004 CORS GRP
 DH7213  CORS_ID     -  P242
 DH7213  PID         -  DH7213
 DH7213  STATE/COUNTY-  CA/SAN BENITO
 DH7213  COUNTRY     -  US
 DH7213  USGS QUAD   -  SAN FELIPE (2018)
 DH7213
 DH7213                         *CURRENT SURVEY CONTROL
 DH7213  ______________________________________________________________________
 DH7213* NAD 83(2011) POSITION- 36 57 14.14152(N) 121 27 47.40773(W)   ADJUSTED
 DH7213* NAD 83(2011) ELLIP HT-    15.344 (meters)        (06/??/19)   ADJUSTED
 DH7213* NAD 83(2011) EPOCH   -  2010.00
 DH7213* NAVD 88 ORTHO HEIGHT -    48.22  (meters)      158.2   (feet) GPS OBS
 DH7213  ______________________________________________________________________
 DH7213  GEOID HEIGHT    -        -32.909 (meters)                     GEOID18
 DH7213  NAD 83(2011) X  - -2,663,554.834 (meters)                     COMP
 DH7213  NAD 83(2011) Y  - -4,352,804.725 (meters)                     COMP
 DH7213  NAD 83(2011) Z  -  3,813,317.788 (meters)                     COMP
 DH7213  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 DH7213
 DH7213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7213  Standards:
 DH7213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7213  -------------------------------------------------------------------
 DH7213  NETWORK    0.22   0.68           0.10   0.08   0.35      0.11252200
 DH7213  -------------------------------------------------------------------
 DH7213
 DH7213.The horizontal coordinates were established by GPS observations
 DH7213.and adjusted by the National Geodetic Survey in June 2019.
 DH7213
 DH7213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7213.been affixed to the stable North American Tectonic Plate. 
 DH7213
 DH7213.The horizontal coordinates are valid at the epoch date displayed above
 DH7213.which is a decimal equivalence of Year/Month/Day.
 DH7213
 DH7213.Due to the release of the International GNSS Service (IGS) 2014
 DH7213.realization of the International Terrestrial Reference Frame of 2014
 DH7213.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH7213.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH7213.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH7213.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH7213.currently published epoch of 2010.00.
 DH7213
 DH7213.Additional information on MYCS2 is available at
 DH7213.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH7213
 DH7213.The orthometric height was determined by GPS observations and a
 DH7213.high-resolution geoid model using precise GPS observation and
 DH7213.processing techniques.
 DH7213
 DH7213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7213.GEOID18 height accuracy estimate available here.
 DH7213
 DH7213.Click photographs - Photos may exist for this station.
 DH7213
 DH7213.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7213
 DH7213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7213
 DH7213.The ellipsoidal height was determined by GPS observations
 DH7213.and is referenced to NAD 83.
 DH7213
 DH7213. The following values were computed from the NAD 83(2011) position.
 DH7213
 DH7213;                    North         East     Units Scale Factor Converg.
 DH7213;SPC CA 4     -   682,638.590 1,780,650.474   MT  0.99995711   -1 28 10.2
 DH7213;SPC CA 4     - 2,239,623.44  5,842,017.43   sFT  0.99995711   -1 28 10.2
 DH7213;UTM  10      - 4,090,864.833   636,828.244   MT  0.99983064   +0 55 26.6
 DH7213
 DH7213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7213!SPC CA 4     -   0.99999759  x   0.99995711  =   0.99995470
 DH7213!UTM  10      -   0.99999759  x   0.99983064  =   0.99982823
 DH7213
 DH7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF3682890864(NAD 83)
 DH7213
 DH7213                          SUPERSEDED SURVEY CONTROL
 DH7213
 DH7213  NAD 83(2011)-  36 57 14.14149(N)    121 27 47.40783(W) AD(2010.00) A
 DH7213  ELLIP H (08/??/11)   15.318  (m)                       GP(2010.00) 4 1
 DH7213  NAD 83(CORS)-  36 57 14.13581(N)    121 27 47.40191(W) AD(2002.00) A
 DH7213  ELLIP H (03/??/08)   15.371  (m)                       GP(2002.00) 4 1
 DH7213  NAD 83(CORS)-  36 57 14.13653(N)    121 27 47.40219(W) AD(2002.00) A
 DH7213  ELLIP H (12/??/05)   15.321  (m)                       GP(2002.00) 4 1
 DH7213
 DH7213.Superseded values are not recommended for survey control.
 DH7213
 DH7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7213.See file dsdata.pdf to determine how the superseded data were derived.
 DH7213
 DH7213_STAMPING: UNKNOWN
 DH7213
 DH7213  HISTORY     - Date     Condition        Report By
 DH7213  HISTORY     - UNK      MONUMENTED       UNAVPB
 DH7213
 DH7213                          STATION DESCRIPTION
 DH7213
 DH7213'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P242'
 DH7213'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH7213'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7213'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7213'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DH7213'   https://geodesy.noaa.gov/corsdata/station_log
 DH7213'   https://geodesy.noaa.gov/CORS
 DH7213'RECOVERED AS DESCRIBED.




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