ME1605 ***********************************************************************
ME1605  DESIGNATION -  STADE RM 2
ME1605  PID         -  ME1605
ME1605  STATE/COUNTY-  IL/COOK
ME1605  USGS QUAD   -  FRANKFORT (1990)
ME1605
ME1605                         *CURRENT SURVEY CONTROL
ME1605  ___________________________________________________________________
ME1605* NAD 83(1986)-  41 29 23.     (N)    087 45 06.     (W)     SCALED
ME1605* NAVD 88     -       224.064  (meters)     735.12   (feet)  ADJUSTED
ME1605  ___________________________________________________________________
ME1605  GEOID HEIGHT-         -33.21  (meters)                     GEOID99
ME1605  DYNAMIC HT  -         223.976 (meters)     734.83  (feet)  COMP
ME1605  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
ME1605
ME1605  VERT ORDER  -  SECOND    CLASS 0
ME1605
ME1605.The horizontal coordinates were scaled from a topographic map and have
ME1605.an estimated accuracy of +/- 6 seconds.
ME1605
ME1605.The orthometric height was determined by differential leveling
ME1605.and adjusted by the National Geodetic Survey in June 1991.
ME1605
ME1605.The geoid height was determined by GEOID99.
ME1605
ME1605.The dynamic height is computed by dividing the NAVD 88
ME1605.geopotential number by the normal gravity value computed on the
ME1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
ME1605.degrees latitude (g = 980.6199 gals.).
ME1605
ME1605.The modeled gravity was interpolated from observed gravity values.
ME1605
ME1605;                    North         East    Units  Estimated Accuracy
ME1605;SPC IL E     -   535,590.      348,570.      MT  (+/- 180 meters Scaled)
ME1605
ME1605                          SUPERSEDED SURVEY CONTROL
ME1605
ME1605  NGVD 29     -       224.152  (m)          735.41   (f) ADJ UNCH    2 0
ME1605
ME1605.Superseded values are not recommended for survey control.
ME1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
ME1605.See file dsdata.txt to determine how the superseded data were derived.
ME1605
ME1605_MARKER: DR = REFERENCE MARK DISK
ME1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
ME1605_STAMPING: STADE NO 2 1959
ME1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
ME1605+STABILITY: SURFACE MOTION
ME1605
ME1605  HISTORY     - Date     Condition        Recov. By
ME1605  HISTORY     - 1959     MONUMENTED       CGS
ME1605  HISTORY     - 1971     GOOD             NGS
ME1605
ME1605                          STATION DESCRIPTION
ME1605
ME1605''DESCRIBED BY COAST AND GEODETIC SURVEY 1959
ME1605''2.8 MI SW FROM MATTESON.
ME1605''ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
ME1605''WITH U.S. HIGHWAY 30 IN THE NORTHWEST PART OF MATTESON, THENCE
ME1605''1.0 MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.35 MILES NORTH
ME1605''ALONG AN ASPHALT ROAD, ABOUT 0.15 MILE SOUTH OF A RAILROAD
ME1605''CROSSING, AT THE JUNCTION OF A ROAD WEST TO THE NORTHERN ILLINOIS
ME1605''GAS COMPANY GROUNDS, 32 FEET WEST OF THE CENTER LINE OF THE
ME1605''ROAD, 1/2 FOOT EAST OF A FENCE, 179 FEET SOUTH OF THE CENTER
ME1605''LINE OF THE ROAD WEST, 15 FEET SOUTH OF A POWER POLE, 85.3
ME1605''FEET WEST-NORTHWEST OF A METAL WITNESS POST, 80.5 FEET
ME1605''WEST-NORTHWEST OF TRIANGULATION STATION STADE, ABOUT LEVEL WITH
ME1605''THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
ME1605''3 INCHES.
ME1605
ME1605                          STATION RECOVERY (1971)
ME1605
ME1605''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
ME1605''RECOVERED IN GOOD CONDITION.