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 10:40:47 EST
 AF9600 ***********************************************************************
 AF9600  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9600  DESIGNATION -  MIAMI 2 CORS ARP
 AF9600  CORS_ID     -  MIA2
 AF9600  PID         -  AF9600
 AF9600  STATE/COUNTY-  FL/MIAMI-DADE
 AF9600  COUNTRY     -  US
 AF9600  USGS QUAD   -  KEY BISCAYNE (2018)
 AF9600
 AF9600                         *CURRENT SURVEY CONTROL
 AF9600  ______________________________________________________________________
 AF9600* NAD 83(2011) POSITION- 25 43 57.99155(N) 080 09 37.79644(W)   ADJUSTED
 AF9600* NAD 83(2011) ELLIP HT-   -21.906 (meters)        (06/??/19)   ADJUSTED
 AF9600* NAD 83(2011) EPOCH   -  2010.00
 AF9600  ______________________________________________________________________
 AF9600  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 AF9600  NAD 83(2011) X  -    982,477.176 (meters)                     COMP
 AF9600  NAD 83(2011) Y  - -5,664,649.360 (meters)                     COMP
 AF9600  NAD 83(2011) Z  -  2,752,413.715 (meters)                     COMP
 AF9600
 AF9600.Formal positional accuracy estimates are not available for this CORS
 AF9600.because its coordinates were determined in part using modeled
 AF9600.velocities. Approximate one-sigma accuracies for latitude, longitude,
 AF9600.and ellipsoid height can be obtained from the short-term time series.
 AF9600.Additional information regarding modeled velocities is available on
 AF9600.the CORS Coordinates for MYCS2 web page:
 AF9600.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 AF9600
 AF9600.The coordinates were established by GPS observations
 AF9600.and adjusted by the National Geodetic Survey in June 2019.
 AF9600
 AF9600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9600.been affixed to the stable North American Tectonic Plate. 
 AF9600
 AF9600.The coordinates are valid at the epoch date displayed above
 AF9600.which is a decimal equivalence of Year/Month/Day.
 AF9600
 AF9600.Due to the release of the International GNSS Service (IGS) 2014
 AF9600.realization of the International Terrestrial Reference Frame of 2014
 AF9600.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9600.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9600.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9600.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9600.currently published epoch of 2010.00.
 AF9600
 AF9600.Additional information on MYCS2 is available at
 AF9600.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9600
 AF9600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9600.GEOID18 height accuracy estimate available here.
 AF9600
 AF9600.The PID for the CORS L1 Phase Center is DH9206.
 AF9600
 AF9600.Click photographs - Photos may exist for this station.
 AF9600
 AF9600.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9600
 AF9600.The ellipsoidal height was determined by GPS observations
 AF9600.and is referenced to NAD 83.
 AF9600
 AF9600. The following values were computed from the NAD 83(2011) position.
 AF9600
 AF9600;                    North         East     Units Scale Factor Converg.
 AF9600;SPC FL E     -   155,279.806   284,235.099   MT  1.00002876   +0 21 52.2
 AF9600;SPC FL E     -   509,447.16    932,527.99   sFT  1.00002876   +0 21 52.2
 AF9600;UTM  17      - 2,846,358.807   584,206.358   MT  0.99968755   +0 21 52.2
 AF9600
 AF9600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9600!SPC FL E     -   1.00000344  x   1.00002876  =   1.00003220
 AF9600!UTM  17      -   1.00000344  x   0.99968755  =   0.99969099
 AF9600
 AF9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8420646358(NAD 83)
 AF9600
 AF9600                          SUPERSEDED SURVEY CONTROL
 AF9600
 AF9600  NAD 83(2011)-  25 43 57.99169(N)    080 09 37.79668(W) AD(2010.00) c
 AF9600  ELLIP H (08/??/11)  -21.911  (m)                       GP(2010.00) c c
 AF9600  NAD 83(CORS)-  25 43 57.99196(N)    080 09 37.79740(W) AD(2002.00) c
 AF9600  ELLIP H (03/??/02)  -21.896  (m)                       GP(2002.00) c c
 AF9600  NAD 83(CORS)-  25 43 57.99162(N)    080 09 37.79732(W) AD(1997.00) c
 AF9600  ELLIP H (08/??/96)  -21.892  (m)                       GP(1997.00) c c
 AF9600  NAD 83(CORS)-  25 43 57.99162(N)    080 09 37.79732(W) AD(1996.00) c
 AF9600  ELLIP H (08/??/96)  -21.892  (m)                       GP(1996.00) c c
 AF9600
 AF9600.Superseded values are not recommended for survey control.
 AF9600
 AF9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9600.See file dsdata.pdf to determine how the superseded data were derived.
 AF9600
 AF9600_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9600
 AF9600                          STATION DESCRIPTION
 AF9600
 AF9600'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9600'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9600'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9600'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9600'https://geodesy.noaa.gov/CORS/data.shtml
 AF9600'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:03