AB4328 ***********************************************************************
AB4328  DESIGNATION -  371
AB4328  PID         -  AB4328
AB4328  STATE/COUNTY-  GA/DE KALB
AB4328  USGS QUAD   -  STONE MOUNTAIN (1997)
AB4328
AB4328                         *CURRENT SURVEY CONTROL
AB4328  ___________________________________________________________________
AB4328* NAD 83(1994)-  33 51 48.34684(N)    084 13 06.05967(W)     ADJUSTED
AB4328* NAVD 88     -       338.6    (meters)    1111.     (feet)  GPS OBS
AB4328  ___________________________________________________________________
AB4328  X           -     534,108.179 (meters)                     COMP
AB4328  Y           -  -5,274,999.992 (meters)                     COMP
AB4328  Z           -   3,534,050.019 (meters)                     COMP
AB4328  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
AB4328  ELLIP HEIGHT-         309.12  (meters)                     GPS OBS
AB4328  GEOID HEIGHT-         -29.52  (meters)                     GEOID99
AB4328
AB4328  HORZ ORDER  -  FIRST
AB4328  ELLP ORDER  -  FOURTH    CLASS II
AB4328
AB4328.The horizontal coordinates were established by GPS observations
AB4328.and adjusted by the National Geodetic Survey in September 1997.
AB4328
AB4328.The orthometric height was determined by GPS observations and a
AB4328.high-resolution geoid model.
AB4328
AB4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AB4328
AB4328.The Laplace correction was computed from DEFLEC99 derived deflections.
AB4328
AB4328.The ellipsoidal height was determined by GPS observations
AB4328.and is referenced to NAD 83.
AB4328
AB4328.The geoid height was determined by GEOID99.
AB4328
AB4328;                    North         East     Units   Scale      Converg.
AB4328;SPC GA W     -   428,357.868   695,218.105   MT  0.99990028 -0 01 43.7
AB4328;UTM  16      - 3,750,495.793   757,328.336   MT  1.00041639 +1 33 03.0
AB4328
AB4328|---------------------------------------------------------------------|
AB4328| PID    Reference Object                     Distance      Geod. Az  |
AB4328|                                                           dddmmss.s |
AB4328| AB4366 5075                                288.905 METERS 19751     |
AB4328|---------------------------------------------------------------------|
AB4328
AB4328                          SUPERSEDED SURVEY CONTROL
AB4328
AB4328  NAD 83(1994)-  33 51 48.34652(N)    084 13 06.05908(W) AD(       ) 1
AB4328  ELLIP HT    -         309.13  (m)                      GP(       ) 4 1
AB4328
AB4328.Superseded values are not recommended for survey control.
AB4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AB4328.See file dsdata.txt to determine how the superseded data were derived.
AB4328
AB4328_MARKER: DB = BENCH MARK DISK
AB4328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
AB4328_STAMPING: 371
AB4328_MAGNETIC: N = NO MAGNETIC MATERIAL
AB4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
AB4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AB4328+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
AB4328
AB4328  HISTORY     - Date     Condition        Recov. By
AB4328  HISTORY     - UNK      MONUMENTED       GA-089
AB4328  HISTORY     - 19950326 GOOD             MSI
AB4328
AB4328                          STATION DESCRIPTION
AB4328
AB4328''DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
AB4328''TO REACH THE STATION FROM THE INTERSECTION OF LAVISTA RD. AND
AB4328''LAWRENCEVILLE HWY, PROCEED WEST ON LAVISTA RD. FOR 0.4 MI (0.6 KM) TO
AB4328''INTERSECTION WITH CHAMBLEE-TUCKER RD., PROCEED NORTH ON CHAMBLEE
AB4328''TUCKER RD. FOR 0.6 MI (1.0 KM) TO STATION ON EAST SIDE IN SIDEWALK IN
AB4328''FRONT OF CIVIC 4872. STATION IS A BENCHMARK DISK SET IN A CONCRETE
AB4328''SIDEWALK BLOCK STAMPED 371 AND IS LOCATED 13.85 M (45.44 FT) SOUTH
AB4328''SOUTHWEST OF CENTERLINE OF DRIVEWAY TO CIVIC 4872, 1.18 M (3.87 FT)
AB4328''EAST SOUTHEAST OF EDGE OF CHAMBLEE-TUCKER RD., 2.65 M (8.69 FT)
AB4328''SOUTHWEST OF POWER POLE.