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 09:51:53 EST
 DM6174 ***********************************************************************
 DM6174  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM6174  DESIGNATION -  HARRISRNCHCN2004 CORS ARP
 DM6174  CORS_ID     -  P300
 DM6174  PID         -  DM6174
 DM6174  STATE/COUNTY-  CA/FRESNO
 DM6174  COUNTRY     -  US
 DM6174  USGS QUAD   -  DOMENGINE RANCH (2018)
 DM6174
 DM6174                         *CURRENT SURVEY CONTROL
 DM6174  ______________________________________________________________________
 DM6174* NAD 83(2011) POSITION- 36 18 15.92472(N) 120 16 37.07992(W)   ADJUSTED
 DM6174* NAD 83(2011) ELLIP HT-   137.901 (meters)        (05/??/21)   ADJUSTED
 DM6174* NAD 83(2011) EPOCH   -  2010.00
 DM6174  ______________________________________________________________________
 DM6174  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 DM6174  NAD 83(2011) X  - -2,594,604.758 (meters)                     COMP
 DM6174  NAD 83(2011) Y  - -4,444,234.376 (meters)                     COMP
 DM6174  NAD 83(2011) Z  -  3,755,548.549 (meters)                     COMP
 DM6174
 DM6174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM6174  Standards:
 DM6174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM6174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM6174  -------------------------------------------------------------------
 DM6174  NETWORK    1.50   4.98           0.67   0.54   2.54      0.05375200
 DM6174  -------------------------------------------------------------------
 DM6174
 DM6174.The coordinates were established by GPS observations
 DM6174.and adjusted by the National Geodetic Survey in May 2021.
 DM6174
 DM6174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM6174.been affixed to the stable North American Tectonic Plate. 
 DM6174
 DM6174.The coordinates are valid at the epoch date displayed above
 DM6174.which is a decimal equivalence of Year/Month/Day.
 DM6174
 DM6174.Due to the release of the International GNSS Service (IGS) 2014
 DM6174.realization of the International Terrestrial Reference Frame of 2014
 DM6174.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM6174.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM6174.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM6174.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM6174.currently published epoch of 2010.00.
 DM6174
 DM6174.Additional information on MYCS2 is available at
 DM6174.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM6174
 DM6174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6174.GEOID18 height accuracy estimate available here.
 DM6174
 DM6174.The PID for the CORS L1 Phase Center is DQ6780.
 DM6174
 DM6174.Click photographs - Photos may exist for this station.
 DM6174
 DM6174.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM6174
 DM6174.The ellipsoidal height was determined by GPS observations
 DM6174.and is referenced to NAD 83.
 DM6174
 DM6174. The following values were computed from the NAD 83(2011) position.
 DM6174
 DM6174;                    North         East     Units Scale Factor Converg.
 DM6174;SPC CA 4     -   608,515.886 1,885,316.487   MT  0.99995641   -0 45 42.6
 DM6174;SPC CA 4     - 1,996,439.20  6,185,409.17   sFT  0.99995641   -0 45 42.6
 DM6174;UTM  10      - 4,021,155.839   744,501.577   MT  1.00033663   +1 36 46.9
 DM6174
 DM6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6174!SPC CA 4     -   0.99997836  x   0.99995641  =   0.99993477
 DM6174!UTM  10      -   0.99997836  x   1.00033663  =   1.00031498
 DM6174
 DM6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4450121155(NAD 83)
 DM6174
 DM6174                          SUPERSEDED SURVEY CONTROL
 DM6174
 DM6174  NAD 83(2011)-  36 18 15.92472(N)    120 16 37.07961(W) AD(2010.00) c
 DM6174  ELLIP H (05/??/21)  137.901  (m)                       GP(2010.00) c c
 DM6174  NAD 83(2011)-  36 18 15.92489(N)    120 16 37.07921(W) AD(2010.00) c
 DM6174  NAD 83(2011)-  36 18 15.92488(N)    120 16 37.07939(W) AD(2010.00) c
 DM6174  ELLIP H (06/??/20)  137.901  (m)                       GP(2010.00) c c
 DM6174  ELLIP H (06/??/20)  137.900  (m)                       GP(2010.00) c c
 DM6174  NAD 83(2011)-  36 18 15.92504(N)    120 16 37.07900(W) AD(2010.00) c
 DM6174  ELLIP H (06/??/19)  137.901  (m)                       GP(2010.00) c c
 DM6174  NAD 83(2011)-  36 18 15.92509(N)    120 16 37.07896(W) AD(2010.00) c
 DM6174  ELLIP H (08/??/12)  137.896  (m)                       GP(2010.00) c c
 DM6174  NAD 83(2011)-  36 18 15.92509(N)    120 16 37.07896(W) AD(2010.00) c
 DM6174  ELLIP H (08/??/11)  137.887  (m)                       GP(2010.00) c c
 DM6174  NAD 83(CORS)-  36 18 15.92190(N)    120 16 37.07551(W) AD(2002.00) c
 DM6174  ELLIP H (03/??/11)  137.893  (m)                       GP(2002.00) c c
 DM6174
 DM6174.Superseded values are not recommended for survey control.
 DM6174
 DM6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6174.See file dsdata.pdf to determine how the superseded data were derived.
 DM6174
 DM6174_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM6174
 DM6174                          STATION DESCRIPTION
 DM6174
 DM6174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DM6174'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM6174'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM6174'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM6174'https://geodesy.noaa.gov/CORS/data.shtml
 DM6174'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 09:51:53 EST
 DM6176 ***********************************************************************
 DM6176  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM6176  DESIGNATION -  HARRISRNCHCN2004 CORS GRP
 DM6176  CORS_ID     -  P300
 DM6176  PID         -  DM6176
 DM6176  STATE/COUNTY-  CA/FRESNO
 DM6176  COUNTRY     -  US
 DM6176  USGS QUAD   -  DOMENGINE RANCH (2018)
 DM6176
 DM6176                         *CURRENT SURVEY CONTROL
 DM6176  ______________________________________________________________________
 DM6176* NAD 83(2011) POSITION- 36 18 15.92472(N) 120 16 37.07992(W)   ADJUSTED
 DM6176* NAD 83(2011) ELLIP HT-   137.893 (meters)        (05/??/21)   ADJUSTED
 DM6176* NAD 83(2011) EPOCH   -  2010.00
 DM6176  ______________________________________________________________________
 DM6176  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 DM6176  NAD 83(2011) X  - -2,594,604.754 (meters)                     COMP
 DM6176  NAD 83(2011) Y  - -4,444,234.370 (meters)                     COMP
 DM6176  NAD 83(2011) Z  -  3,755,548.544 (meters)                     COMP
 DM6176  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 DM6176
 DM6176  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM6176  Standards:
 DM6176         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM6176            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM6176  -------------------------------------------------------------------
 DM6176  NETWORK    1.50   4.98           0.67   0.54   2.54      0.05375200
 DM6176  -------------------------------------------------------------------
 DM6176
 DM6176.The horizontal coordinates were established by GPS observations
 DM6176.and adjusted by the National Geodetic Survey in May 2021.
 DM6176
 DM6176.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM6176.been affixed to the stable North American Tectonic Plate. 
 DM6176
 DM6176.The horizontal coordinates are valid at the epoch date displayed above
 DM6176.which is a decimal equivalence of Year/Month/Day.
 DM6176
 DM6176.Due to the release of the International GNSS Service (IGS) 2014
 DM6176.realization of the International Terrestrial Reference Frame of 2014
 DM6176.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM6176.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM6176.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM6176.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM6176.currently published epoch of 2010.00.
 DM6176
 DM6176.Additional information on MYCS2 is available at
 DM6176.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM6176
 DM6176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6176.GEOID18 height accuracy estimate available here.
 DM6176
 DM6176.Click photographs - Photos may exist for this station.
 DM6176
 DM6176.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM6176
 DM6176.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM6176
 DM6176.The ellipsoidal height was determined by GPS observations
 DM6176.and is referenced to NAD 83.
 DM6176
 DM6176. The following values were computed from the NAD 83(2011) position.
 DM6176
 DM6176;                    North         East     Units Scale Factor Converg.
 DM6176;SPC CA 4     -   608,515.886 1,885,316.487   MT  0.99995641   -0 45 42.6
 DM6176;SPC CA 4     - 1,996,439.20  6,185,409.17   sFT  0.99995641   -0 45 42.6
 DM6176;UTM  10      - 4,021,155.839   744,501.577   MT  1.00033663   +1 36 46.9
 DM6176
 DM6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6176!SPC CA 4     -   0.99997836  x   0.99995641  =   0.99993477
 DM6176!UTM  10      -   0.99997836  x   1.00033663  =   1.00031498
 DM6176
 DM6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4450121155(NAD 83)
 DM6176
 DM6176                          SUPERSEDED SURVEY CONTROL
 DM6176
 DM6176  NAD 83(2011)-  36 18 15.92472(N)    120 16 37.07961(W) AD(2010.00) A
 DM6176  ELLIP H (05/??/21)  137.892  (m)                       GP(2010.00) 4 1
 DM6176  NAD 83(2011)-  36 18 15.92489(N)    120 16 37.07921(W) AD(2010.00) A
 DM6176  NAD 83(2011)-  36 18 15.92488(N)    120 16 37.07939(W) AD(2010.00) A
 DM6176  ELLIP H (06/??/20)  137.892  (m)                       GP(2010.00) 4 1
 DM6176  ELLIP H (06/??/20)  137.892  (m)                       GP(2010.00) 4 1
 DM6176  NAD 83(2011)-  36 18 15.92504(N)    120 16 37.07900(W) AD(2010.00) A
 DM6176  ELLIP H (06/??/19)  137.892  (m)                       GP(2010.00) 4 1
 DM6176  NAD 83(2011)-  36 18 15.92509(N)    120 16 37.07896(W) AD(2010.00) A
 DM6176  ELLIP H (08/??/12)  137.887  (m)                       GP(2010.00) 4 1
 DM6176  NAD 83(2011)-  36 18 15.92509(N)    120 16 37.07896(W) AD(2010.00) A
 DM6176  ELLIP H (08/??/11)  137.879  (m)                       GP(2010.00) 4 1
 DM6176  NAD 83(CORS)-  36 18 15.92190(N)    120 16 37.07551(W) AD(2002.00) A
 DM6176  ELLIP H (03/??/11)  137.885  (m)                       GP(2002.00) 4 1
 DM6176
 DM6176.Superseded values are not recommended for survey control.
 DM6176
 DM6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM6176.See file dsdata.pdf to determine how the superseded data were derived.
 DM6176
 DM6176_STAMPING: UNKNOWN
 DM6176
 DM6176                          STATION DESCRIPTION
 DM6176
 DM6176'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P300'
 DM6176'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DM6176'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DM6176'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DM6176'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DM6176'   https://geodesy.noaa.gov/corsdata/station_log
 DM6176'   https://geodesy.noaa.gov/CORS
 DM6176'RECOVERED AS DESCRIBED.




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