PP0946 ***********************************************************************
PP0946  DESIGNATION -  J 2
PP0946  PID         -  PP0946
PP0946  STATE/COUNTY-  MN/HENNEPIN
PP0946  USGS QUAD   -  HOPKINS (1993)
PP0946
PP0946                         *CURRENT SURVEY CONTROL
PP0946  ___________________________________________________________________
PP0946* NAD 83(1986)-  44 55 42.     (N)    093 23 10.     (W)     SCALED
PP0946* NAVD 88     -       280.274  (meters)     919.53   (feet)  ADJUSTED
PP0946  ___________________________________________________________________
PP0946  GEOID HEIGHT-         -26.90  (meters)                     GEOID99
PP0946  DYNAMIC HT  -         280.267 (meters)     919.51  (feet)  COMP
PP0946  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
PP0946
PP0946  VERT ORDER  -  FIRST     CLASS II
PP0946
PP0946.The horizontal coordinates were scaled from a topographic map and have
PP0946.an estimated accuracy of +/- 6 seconds.
PP0946
PP0946.The orthometric height was determined by differential leveling
PP0946.and adjusted by the National Geodetic Survey in June 1991.
PP0946
PP0946.The geoid height was determined by GEOID99.
PP0946
PP0946.The dynamic height is computed by dividing the NAVD 88
PP0946.geopotential number by the normal gravity value computed on the
PP0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PP0946.degrees latitude (g = 980.6199 gals.).
PP0946
PP0946.The modeled gravity was interpolated from observed gravity values.
PP0946
PP0946;                    North         East    Units  Estimated Accuracy
PP0946;SPC MN S     -   314,450.      848,460.      MT  (+/- 180 meters Scaled)
PP0946
PP0946                          SUPERSEDED SURVEY CONTROL
PP0946
PP0946  NGVD 29     -       280.217  (m)          919.35   (f) ADJ UNCH    1 2
PP0946
PP0946.Superseded values are not recommended for survey control.
PP0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PP0946.See file dsdata.txt to determine how the superseded data were derived.
PP0946
PP0946_MARKER: DB = BENCH MARK DISK
PP0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
PP0946_STAMPING: J 2 919.345 1930
PP0946_MAGNETIC: O = OTHER; SEE DESCRIPTION
PP0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PP0946+STABILITY: SURFACE MOTION
PP0946
PP0946  HISTORY     - Date     Condition        Recov. By
PP0946  HISTORY     - 1930     MONUMENTED       CGS
PP0946  HISTORY     - 1973     GOOD             LOCENG
PP0946  HISTORY     - 1979     GOOD             LOCSUR
PP0946  HISTORY     - 1979     GOOD             MNDT
PP0946  HISTORY     - 19940905 GOOD             USPSQD
PP0946
PP0946                          STATION DESCRIPTION
PP0946
PP0946''DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
PP0946''IN HOPKINS.
PP0946''THE MARK IS 0.2 MILES NORTH ALONG COUNTY RD NO. 20 (MONK AVE.) FROM
PP0946''THE INTERSECTION OF MONK AVE. AND COUNTY RD NO. 3 (EXCELSIOR BLVD.) IN
PP0946''HOPKINS.  IT IS 63 FEET WEST OF MONK AVE., 39 FEET NORTH OF RAILWAY
PP0946''TRACKS, AND 20 FEET SOUTH OF A RESTAURANT.  IT IS 1.5 FEET ABOVE
PP0946''GROUND.  NE 1/4, SEC 19, T 117N, R 21W.
PP0946
PP0946                          STATION RECOVERY (1979)
PP0946
PP0946''RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
PP0946''THE MARK IS 0.75 MILES SOUTH MEASURED ALONG BLAKE ROAD FROM THE
PP0946''JUNCTION OF T.H. 7 AND BLAKE ROAD. THE MARK IS 45 FEET
PP0946''SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO BUILDING, 63 FEET
PP0946''WEST OF THE CROSSING OF BLAKE ROAD AND THE CHICAGO AND NORTHWESTERN
PP0946''RAILRAOD, 39 FEET NORTH OF THE TRACK, 3 FEET FROM A POWER POLE, 1
PP0946''FOOT SOUTH OF A STEEL WITNESS POST.
PP0946
PP0946                          STATION RECOVERY (1979)
PP0946
PP0946''RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
PP0946''RECOVERED AS DESCRIBED.
PP0946
PP0946                          STATION RECOVERY (1994)
PP0946
PP0946''RECOVERY NOTE BY US POWER SQUADRON 1994
PP0946''RECOVERED IN GOOD CONDITION.