QP1900 ***********************************************************************
QP1900  DESIGNATION -  ABA RM 1
QP1900  PID         -  QP1900
QP1900  STATE/COUNTY-  MN/STEARNS
QP1900  USGS QUAD   -  ROCKVILLE (1967)
QP1900
QP1900                         *CURRENT SURVEY CONTROL
QP1900  ___________________________________________________________________
QP1900* NAD 83(1986)-  45 28 07.     (N)    094 21 02.     (W)     SCALED
QP1900* NAVD 88     -       328.594  (meters)    1078.06   (feet)  ADJUSTED
QP1900  ___________________________________________________________________
QP1900  GEOID HEIGHT-         -26.94  (meters)                     GEOID99
QP1900  DYNAMIC HT  -         328.582 (meters)    1078.02  (feet)  COMP
QP1900  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
QP1900
QP1900  VERT ORDER  -  SECOND    CLASS I
QP1900
QP1900.The horizontal coordinates were scaled from a topographic map and have
QP1900.an estimated accuracy of +/- 6 seconds.
QP1900
QP1900.The orthometric height was determined by differential leveling
QP1900.and adjusted by the National Geodetic Survey in June 1995.
QP1900
QP1900.The geoid height was determined by GEOID99.
QP1900
QP1900.The dynamic height is computed by dividing the NAVD 88
QP1900.geopotential number by the normal gravity value computed on the
QP1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QP1900.degrees latitude (g = 980.6199 gals.).
QP1900
QP1900.The modeled gravity was interpolated from observed gravity values.
QP1900
QP1900;                    North         East    Units  Estimated Accuracy
QP1900;SPC MN C     -   152,090.      792,140.      MT  (+/- 180 meters Scaled)
QP1900
QP1900                          SUPERSEDED SURVEY CONTROL
QP1900
QP1900.No superseded survey control is available for this station.
QP1900
QP1900_MARKER: DR = REFERENCE MARK DISK
QP1900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
QP1900_STAMPING: ABA NO 1 1987
QP1900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
QP1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
QP1900
QP1900  HISTORY     - Date     Condition        Recov. By
QP1900  HISTORY     - 1987     MONUMENTED       MNDT
QP1900  HISTORY     - 19880425 GOOD             MNDT
QP1900
QP1900                          STATION DESCRIPTION
QP1900
QP1900''DESCRIBED BY MN DEPT OF TRANSP 1988
QP1900''THE MARK IS LOCATED 0.15 MI (0.24 KM) WEST-SOUTHWEST ALONG TRUNK
QP1900''HIGHWAY 23 FROM ITS JUNCTION WITH COUNTY ROAD 8 AT THE WEST EDGE OF
QP1900''THE TOWN OF ROCKVILLE AND IS IN THE NE 1/4 OF SECTION 17, T123N,
QP1900''R29W.  THE MARK IS NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 23 AT
QP1900''MILEPOINT 194.65, 32.0 FT (9.8 M) NORTH-NORTHWEST OF AND ABOUT 1.5 FT
QP1900''(0.5 M) LOWER THAN THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD
QP1900''TRACKS, 22.5 FT (6.9 M) EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY,
QP1900''17.0 FT (5.2 M) SOUTHEAST OF A POWER POLE AND 1.9 FT (0.6 M) WEST OF
QP1900''A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC
QP1900''REFERENCE MARK DISK STAMPED---ABA NO 1 1987---, IS FASTENED TO THE
QP1900''TOP OF A 3/4 INCH DIAMETER BY 38 FOOT LONG ALUMINUM ALLOY ROD DRIVEN
QP1900''TO REFUSAL AND PROJECTS 0.1 FT (0.03 M) ABOVE THE SURFACE OF THE
QP1900''GROUND.