PP1156 ***********************************************************************
PP1156  DESIGNATION -  39 RDS
PP1156  PID         -  PP1156
PP1156  STATE/COUNTY-  MN/HENNEPIN
PP1156  USGS QUAD   -  BLOOMINGTON (1997)
PP1156
PP1156                         *CURRENT SURVEY CONTROL
PP1156  ___________________________________________________________________
PP1156* NAD 83(1986)-  44 51 45.     (N)    093 21 44.     (W)     SCALED
PP1156* NAVD 88     -       262.599  (meters)     861.54   (feet)  ADJUSTED
PP1156  ___________________________________________________________________
PP1156  GEOID HEIGHT-         -26.94  (meters)                     GEOID99
PP1156  DYNAMIC HT  -         262.591 (meters)     861.52  (feet)  COMP
PP1156  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
PP1156
PP1156  VERT ORDER  -  SECOND    CLASS 0
PP1156
PP1156.The horizontal coordinates were scaled from a topographic map and have
PP1156.an estimated accuracy of +/- 6 seconds.
PP1156
PP1156.The orthometric height was determined by differential leveling
PP1156.and adjusted by the National Geodetic Survey in June 1991.
PP1156
PP1156.The geoid height was determined by GEOID99.
PP1156
PP1156.The dynamic height is computed by dividing the NAVD 88
PP1156.geopotential number by the normal gravity value computed on the
PP1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PP1156.degrees latitude (g = 980.6199 gals.).
PP1156
PP1156.The modeled gravity was interpolated from observed gravity values.
PP1156
PP1156;                    North         East    Units  Estimated Accuracy
PP1156;SPC MN S     -   307,140.      850,400.      MT  (+/- 180 meters Scaled)
PP1156
PP1156                          SUPERSEDED SURVEY CONTROL
PP1156
PP1156  NGVD 29     -       262.542  (m)          861.36   (f) ADJ UNCH    2 0
PP1156
PP1156.Superseded values are not recommended for survey control.
PP1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PP1156.See file dsdata.txt to determine how the superseded data were derived.
PP1156
PP1156_MARKER: DD = SURVEY DISK
PP1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
PP1156_STAMPING: 39 RDS 1950
PP1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PP1156+STABILITY: SURFACE MOTION
PP1156
PP1156  HISTORY     - Date     Condition        Recov. By
PP1156  HISTORY     - 1950     MONUMENTED       USGS
PP1156  HISTORY     - 1970     GOOD             MNDT
PP1156
PP1156                          STATION DESCRIPTION
PP1156
PP1156''DESCRIBED BY MN DEPT OF TRANSP 1970
PP1156''IN EDINA.
PP1156''MARK IS LOCATED IN EDINA, ABOUT 1.8 MILES SOUTH OF THE JUNCTION OF
PP1156''T.H. 169/212 AND THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD IN
PP1156''EDINA, 0.2 MILES NORTH OF FAI 494, 28 FEET SOUTH OF OLD T.H. 5, 405
PP1156''FEET EAST OF A T-ROAD NORTH (CAHILL ROAD), 28 FEET SOUTHWEST OF THE
PP1156''SOUTHWEST CORNER OF A BRIDGE OVER THE M.N. AND S. R.R., 55 FEET
PP1156''NORTHWEST OF THE NORTHWEST LEG OF AN OLD TRANSMISSION TOWER
PP1156''FOUNDATION, IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE
PP1156''GROUND.  SE 1/4 SECTION 8, T116N, R 21W.  NOTE-- THIS MARK IS ALSO 3.2
PP1156''MILES WEST OF THE JUNCTION OF FAI 494 AND FAI 35W IN BLOOMINGTON.