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 04:59:28 EST
 AF9618 ***********************************************************************
 AF9618  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9618  DESIGNATION -  KANSAS CITY 2 CORS ARP
 AF9618  CORS_ID     -  KAN2
 AF9618  PID         -  AF9618
 AF9618  STATE/COUNTY-  KS/JEFFERSON
 AF9618  COUNTRY     -  US
 AF9618  USGS QUAD   -  OZAWKIE (2018)
 AF9618
 AF9618                         *CURRENT SURVEY CONTROL
 AF9618  ______________________________________________________________________
 AF9618* NAD 83(2011) POSITION- 39 07 33.16084(N) 095 24 05.34726(W)   ADJUSTED
 AF9618* NAD 83(2011) ELLIP HT-   293.036 (meters)        (06/??/19)   ADJUSTED
 AF9618* NAD 83(2011) EPOCH   -  2010.00
 AF9618  ______________________________________________________________________
 AF9618  GEOID HEIGHT    -        -31.674 (meters)                     GEOID18
 AF9618  NAD 83(2011) X  -   -466,410.880 (meters)                     COMP
 AF9618  NAD 83(2011) Y  - -4,932,746.829 (meters)                     COMP
 AF9618  NAD 83(2011) Z  -  4,003,352.539 (meters)                     COMP
 AF9618
 AF9618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9618  Standards:
 AF9618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9618  -------------------------------------------------------------------
 AF9618  NETWORK    0.28   0.31           0.04   0.14   0.16      0.29174600
 AF9618  -------------------------------------------------------------------
 AF9618
 AF9618.The coordinates were established by GPS observations
 AF9618.and adjusted by the National Geodetic Survey in June 2019.
 AF9618
 AF9618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9618.been affixed to the stable North American Tectonic Plate. 
 AF9618
 AF9618.The coordinates are valid at the epoch date displayed above
 AF9618.which is a decimal equivalence of Year/Month/Day.
 AF9618
 AF9618.Due to the release of the International GNSS Service (IGS) 2014
 AF9618.realization of the International Terrestrial Reference Frame of 2014
 AF9618.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9618.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9618.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9618.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9618.currently published epoch of 2010.00.
 AF9618
 AF9618.Additional information on MYCS2 is available at
 AF9618.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9618
 AF9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9618.GEOID18 height accuracy estimate available here.
 AF9618
 AF9618.The PID for the CORS L1 Phase Center is AJ7919.
 AF9618
 AF9618.Click photographs - Photos may exist for this station.
 AF9618
 AF9618.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9618
 AF9618.The ellipsoidal height was determined by GPS observations
 AF9618.and is referenced to NAD 83.
 AF9618
 AF9618. The following values were computed from the NAD 83(2011) position.
 AF9618
 AF9618;                    North         East     Units Scale Factor Converg.
 AF9618;SPC KS N     -    91,204.729   624,660.587   MT  0.99995921   +1 38 38.8
 AF9618;SPC KS N     -   299,227.52  2,049,407.28   sFT  0.99995921   +1 38 38.8
 AF9618;UTM  15      - 4,333,491.722   292,407.624   MT  1.00013066   -1 30 57.4
 AF9618
 AF9618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9618!SPC KS N     -   0.99995403  x   0.99995921  =   0.99991324
 AF9618!UTM  15      -   0.99995403  x   1.00013066  =   1.00008468
 AF9618
 AF9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9240733491(NAD 83)
 AF9618
 AF9618                          SUPERSEDED SURVEY CONTROL
 AF9618
 AF9618  NAD 83(2011)-  39 07 33.16086(N)    095 24 05.34719(W) AD(2010.00) c
 AF9618  ELLIP H (08/??/11)  293.032  (m)                       GP(2010.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16040(N)    095 24 05.34818(W) AD(2002.00) c
 AF9618  ELLIP H (03/??/02)  293.056  (m)                       GP(2002.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16026(N)    095 24 05.34855(W) AD(1997.00) c
 AF9618  ELLIP H (11/??/01)  293.056  (m)                       GP(1997.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16038(N)    095 24 05.34856(W) AD(1997.00) c
 AF9618  ELLIP H (07/??/98)  293.077  (m)                       GP(1997.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16067(N)    095 24 05.34949(W) AD(1996.00) c
 AF9618  ELLIP H (02/??/97)  293.086  (m)                       GP(1996.00) c c
 AF9618
 AF9618.Superseded values are not recommended for survey control.
 AF9618
 AF9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9618.See file dsdata.pdf to determine how the superseded data were derived.
 AF9618
 AF9618_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9618
 AF9618                          STATION DESCRIPTION
 AF9618
 AF9618'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9618'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9618'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9618'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9618'https://geodesy.noaa.gov/CORS/data.shtml
 AF9618'https://geodesy.noaa.gov/CORS




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