AB5844 ***********************************************************************
AB5844  DESIGNATION -  HUBERTY
AB5844  PID         -  AB5844
AB5844  STATE/COUNTY-  MN/CROW WING
AB5844  USGS QUAD   -  NISSWA (1994)
AB5844
AB5844                         *CURRENT SURVEY CONTROL
AB5844  ___________________________________________________________________
AB5844* NAD 83(1996)-  46 30 02.51802(N)    094 15 11.72546(W)     ADJUSTED
AB5844* NAVD 88     -       367.7    (meters)    1206.     (feet)  GPS OBS
AB5844  ___________________________________________________________________
AB5844  X           -    -326,204.446 (meters)                     COMP
AB5844  Y           -  -4,386,237.149 (meters)                     COMP
AB5844  Z           -   4,603,980.636 (meters)                     COMP
AB5844  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
AB5844  ELLIP HEIGHT-         340.12  (meters)                     GPS OBS
AB5844  GEOID HEIGHT-         -27.56  (meters)                     GEOID99
AB5844
AB5844  HORZ ORDER  -  FIRST
AB5844  ELLP ORDER  -  FOURTH    CLASS I
AB5844
AB5844.The horizontal coordinates were established by GPS observations
AB5844.and adjusted by the National Geodetic Survey in March 1999.
AB5844
AB5844.The orthometric height was determined by GPS observations and a
AB5844.high-resolution geoid model.
AB5844
AB5844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AB5844
AB5844.The Laplace correction was computed from DEFLEC99 derived deflections.
AB5844
AB5844.The ellipsoidal height was determined by GPS observations
AB5844.and is referenced to NAD 83.
AB5844
AB5844.The geoid height was determined by GEOID99.
AB5844
AB5844;                    North         East     Units   Scale      Converg.
AB5844;SPC MN C     -   266,797.724   799,750.000   MT  0.99992620 -0 00 08.5
AB5844;UTM  15      - 5,150,444.034   403,836.842   MT  0.99971367 -0 54 33.0
AB5844
AB5844|---------------------------------------------------------------------|
AB5844| PID    Reference Object                     Distance      Geod. Az  |
AB5844|                                                           dddmmss.s |
AB5844| RO0083 F 184                               326.026 METERS 28628     |
AB5844|---------------------------------------------------------------------|
AB5844
AB5844                          SUPERSEDED SURVEY CONTROL
AB5844
AB5844  NAD 83(1986)-  46 30 02.51282(N)    094 15 11.71541(W) AD(       ) 1
AB5844
AB5844.Superseded values are not recommended for survey control.
AB5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AB5844.See file dsdata.txt to determine how the superseded data were derived.
AB5844
AB5844_MARKER: DD = SURVEY DISK
AB5844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
AB5844_STAMPING: HUBERTY 1993
AB5844_PROJECTION: RECESSED 8 CENTIMETERS
AB5844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
AB5844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AB5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AB5844+SATELLITE: SATELLITE OBSERVATIONS - 1993
AB5844_ROD/PIPE-DEPTH:  5.2 meters
AB5844
AB5844  HISTORY     - Date     Condition        Recov. By
AB5844  HISTORY     - 1993     MONUMENTED       MN-035
AB5844
AB5844                          STATION DESCRIPTION
AB5844
AB5844''DESCRIBED BY CROW WING COUNTY MINNESOTA 1993 (AEK)
AB5844''THE STATION MARK IS LOCATED 0.2 MI (0.3 KM) EAST OF LAKE HUBERT, 2.3
AB5844''MI (3.7 KM) EAST ALONG CO RD 13 FROM THE JCT OF TH 371 AND CO RD 13,
AB5844''33 FT (10.1 M) NORTH OF CO RD 13, 396 FT (120.7 M) EAST OF EAST CLARK
AB5844''LAKE RD, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.