QP1901 ***********************************************************************
QP1901  DESIGNATION -  ABA RM 2
QP1901  PID         -  QP1901
QP1901  STATE/COUNTY-  MN/STEARNS
QP1901  USGS QUAD   -  ROCKVILLE (1967)
QP1901
QP1901                         *CURRENT SURVEY CONTROL
QP1901  ___________________________________________________________________
QP1901* NAD 83(1986)-  45 28 07.     (N)    094 21 02.     (W)     SCALED
QP1901* NAVD 88     -       328.669  (meters)    1078.31   (feet)  ADJUSTED
QP1901  ___________________________________________________________________
QP1901  GEOID HEIGHT-         -26.94  (meters)                     GEOID99
QP1901  DYNAMIC HT  -         328.657 (meters)    1078.27  (feet)  COMP
QP1901  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
QP1901
QP1901  VERT ORDER  -  SECOND    CLASS I
QP1901
QP1901.The horizontal coordinates were scaled from a topographic map and have
QP1901.an estimated accuracy of +/- 6 seconds.
QP1901
QP1901.The orthometric height was determined by differential leveling
QP1901.and adjusted by the National Geodetic Survey in June 1995.
QP1901
QP1901.The geoid height was determined by GEOID99.
QP1901
QP1901.The dynamic height is computed by dividing the NAVD 88
QP1901.geopotential number by the normal gravity value computed on the
QP1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QP1901.degrees latitude (g = 980.6199 gals.).
QP1901
QP1901.The modeled gravity was interpolated from observed gravity values.
QP1901
QP1901;                    North         East    Units  Estimated Accuracy
QP1901;SPC MN C     -   152,090.      792,140.      MT  (+/- 180 meters Scaled)
QP1901
QP1901                          SUPERSEDED SURVEY CONTROL
QP1901
QP1901.No superseded survey control is available for this station.
QP1901
QP1901_MARKER: DR = REFERENCE MARK DISK
QP1901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
QP1901_STAMPING: ABA NO 2 1987
QP1901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
QP1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
QP1901
QP1901  HISTORY     - Date     Condition        Recov. By
QP1901  HISTORY     - 1987     MONUMENTED       MNDT
QP1901  HISTORY     - 19880425 GOOD             MNDT
QP1901
QP1901                          STATION DESCRIPTION
QP1901
QP1901''DESCRIBED BY MN DEPT OF TRANSP 1988
QP1901''THE MARK IS LOCATED 0.15 MI (0.24 KM) WEST ALONG TRUNK HIGHWAY 23 FROM
QP1901''ITS JUNCTION WITH COUNTY ROAD 8 AT THE WEST EDGE OF THE TOWN OF
QP1901''ROCKVILLE AND IS IN THE NE 1/4 OF SECTION 17, T123N, R29W.  THE MARK
QP1901''IS NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT
QP1901''194.65, 36.7 FT (11.2 M) NORTH-NORTHWEST OF AND ABOUT 1 FT (0.3 M)
QP1901''LOWER THAN THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS,
QP1901''74.8 FT (22.8 M) SOUTHWEST OF A POWER POLE, 51.5 FT (15.7 M)
QP1901''WEST-SOUTHWEST OF THE CENTER OF A DRIVEWAY, 20.5 FT (6.2 M)
QP1901''SOUTH-SOUTHEAST OF THE CENTER OF ANOTHER DRIVEWAY AND 1.7 FT (0.5 M)
QP1901''EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
QP1901''MAGNETIC REFERENCE MARK DISK STAMPED---ABA NO 2 1987---, IS FASTENED
QP1901''TO THE TOP OF A 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ALLOY ROD
QP1901''DRIVEN TO REFUSAL AND PROJECTS 0.2 FT (0.1 M) ABOVE THE SURFACE OF
QP1901''THE GROUND.