AA9188 ***********************************************************************
AA9188  DESIGNATION -  PIE1 PIETOWN MONUMENT
AA9188  PID         -  AA9188
AA9188  STATE/COUNTY-  NM/CATRON
AA9188  USGS QUAD   -  RED FLATS (1971)
AA9188
AA9188                         *CURRENT SURVEY CONTROL
AA9188  ___________________________________________________________________
AA9188* NAD 83(1992)-  34 18 05.40390(N)    108 07 08.09564(W)     ADJUSTED
AA9188* NAVD 88     -      2369.8    (meters)    7775.     (feet)  GPS OBS
AA9188  ___________________________________________________________________
AA9188  EPOCH DATE  -        1995.50
AA9188  X           -  -1,640,916.236 (meters)                     COMP
AA9188  Y           -  -5,014,782.601 (meters)                     COMP
AA9188  Z           -   3,575,447.212 (meters)                     COMP
AA9188  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
AA9188  ELLIP HEIGHT-        2348.72  (meters)                     GPS OBS
AA9188  GEOID HEIGHT-         -21.14  (meters)                     GEOID99
AA9188
AA9188  HORZ ORDER  -  A
AA9188  ELLP ORDER  -  FIRST     CLASS I
AA9188
AA9188.The horizontal coordinates were established by GPS observations
AA9188.and adjusted by the National Geodetic Survey in May 1996.
AA9188.The horizontal coordinates are valid at the epoch date displayed above.
AA9188.The epoch date for horizontal control is a decimal equivalence
AA9188.of Year/Month/Day.
AA9188
AA9188.The orthometric height was determined by GPS observations and a
AA9188.high-resolution geoid model.
AA9188
AA9188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AA9188
AA9188.The Laplace correction was computed from DEFLEC99 derived deflections.
AA9188
AA9188.The ellipsoidal height was determined by GPS observations
AA9188.and is referenced to NAD 83.
AA9188
AA9188.The geoid height was determined by GEOID99.
AA9188
AA9188;                    North         East     Units   Scale      Converg.
AA9188;SPC NM W     -   366,137.570   803,712.286   MT  0.99992518 -0 09 39.4
AA9188;UTM  12      - 3,799,345.530   765,159.313   MT  1.00046676 +1 37 28.5
AA9188
AA9188                          SUPERSEDED SURVEY CONTROL
AA9188
AA9188  ELLIP HT    -        2348.72  (m)                      GP(       ) 1 1
AA9188  NAD 83(1992)-  34 18 05.40327(N)    108 07 08.09614(W) AD(1995.00) A
AA9188  ELLIP HT    -        2348.67  (m)                      GP(1995.00) 1 1
AA9188  NAD 83(1992)-  34 18 05.40323(N)    108 07 08.09605(W) AD(       ) A
AA9188  ELLIP HT    -        2348.77  (m)                      GP(       ) 1 1
AA9188
AA9188.Superseded values are not recommended for survey control.
AA9188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AA9188.See file dsdata.txt to determine how the superseded data were derived.
AA9188
AA9188_MAGNETIC: O = OTHER; SEE DESCRIPTION
AA9188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
AA9188+STABILITY: POSITION/ELEVATION WELL
AA9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AA9188+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
AA9188
AA9188  HISTORY     - Date     Condition        Recov. By
AA9188  HISTORY     - 1992     MONUMENTED       JPL
AA9188  HISTORY     - 19950702 GOOD             CADH
AA9188
AA9188                          STATION DESCRIPTION
AA9188
AA9188''DESCRIBED BY JET PROPULSION LABORATORY 1992
AA9188''THIS STATION IS THE MONUMENT AT THE PIETOWN CORS SITE.
AA9188
AA9188                          STATION RECOVERY (1995)
AA9188
AA9188''RECOVERY NOTE BY CA DIV OF HIGHWAYS 1995
AA9188''PIETOWN VLBA SITE.