ME1604 ***********************************************************************
ME1604  DESIGNATION -  STADE
ME1604  PID         -  ME1604
ME1604  STATE/COUNTY-  IL/COOK
ME1604  USGS QUAD   -  FRANKFORT (1990)
ME1604
ME1604                         *CURRENT SURVEY CONTROL
ME1604  ___________________________________________________________________
ME1604* NAD 83(1997)-  41 29 23.88822(N)    087 45 05.42214(W)     ADJUSTED
ME1604* NAVD 88     -       224.470  (meters)     736.45   (feet)  ADJUSTED
ME1604  ___________________________________________________________________
ME1604  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
ME1604  GEOID HEIGHT-         -33.21  (meters)                     GEOID99
ME1604  DYNAMIC HT  -         224.382 (meters)     736.16  (feet)  COMP
ME1604  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
ME1604
ME1604  HORZ ORDER  -  SECOND
ME1604  VERT ORDER  -  SECOND    CLASS 0
ME1604
ME1604.The horizontal coordinates were established by classical geodetic methods
ME1604.and adjusted by the National Geodetic Survey in October 1999.
ME1604
ME1604.The orthometric height was determined by differential leveling
ME1604.and adjusted by the National Geodetic Survey in June 1991.
ME1604
ME1604.The Laplace correction was computed from DEFLEC99 derived deflections.
ME1604
ME1604.The geoid height was determined by GEOID99.
ME1604
ME1604.The dynamic height is computed by dividing the NAVD 88
ME1604.geopotential number by the normal gravity value computed on the
ME1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
ME1604.degrees latitude (g = 980.6199 gals.).
ME1604
ME1604.The modeled gravity was interpolated from observed gravity values.
ME1604
ME1604;                    North         East     Units   Scale      Converg.
ME1604;SPC IL E     -   535,619.161   348,586.725   MT  1.00000404 +0 23 07.7
ME1604;UTM  16      - 4,593,423.147   437,267.314   MT  0.99964843 -0 29 52.4
ME1604
ME1604:                Primary Azimuth Mark                     Grid Az
ME1604:SPC IL E     -  STADE AZ MK                              181 48 14.6
ME1604:UTM  16      -  STADE AZ MK                              182 41 14.7
ME1604
ME1604|---------------------------------------------------------------------|
ME1604| PID    Reference Object                     Distance      Geod. Az  |
ME1604|                                                           dddmmss.s |
ME1604| ME2936 HOMEWOOD ST JOHNS EV LUTH CH        APPROX. 7.8 KM 0184556.5 |
ME1604| ME2933 RICH TWP MICROWAVE KSA 46 LT        APPROX. 6.2 KM 0390837.2 |
ME1604| ME2597 PARK FOREST MUNICIPAL TANK          APPROX. 5.3 KM 1110439.0 |
ME1604|        STADE AZ MK                                        1821122.3 |
ME1604| ME1602 STADE RM 1                           25.533 METERS 23053     |
ME1604| ME1605 STADE RM 2                           24.540 METERS 30547     |
ME1604| ME2994 CHICAGO RAD STA WLS MAST            APPROX.10.9 KM 3120051.8 |
ME1604|---------------------------------------------------------------------|
ME1604
ME1604                          SUPERSEDED SURVEY CONTROL
ME1604
ME1604  NAD 83(1997)-  41 29 23.88825(N)    087 45 05.42217(W) AD(       ) 2
ME1604  NAD 83(1986)-  41 29 23.89183(N)    087 45 05.43098(W) AD(       ) 2
ME1604  NAD 27      -  41 29 23.76825(N)    087 45 05.26080(W) AD(       ) 2
ME1604  NGVD 29     -       224.558  (m)          736.74   (f) ADJ UNCH    2 0
ME1604
ME1604.Superseded values are not recommended for survey control.
ME1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
ME1604.See file dsdata.txt to determine how the superseded data were derived.
ME1604
ME1604_MARKER: DS = TRIANGULATION STATION DISK
ME1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
ME1604_STAMPING: STADE 1959
ME1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
ME1604+STABILITY: SURFACE MOTION
ME1604
ME1604  HISTORY     - Date     Condition        Recov. By
ME1604  HISTORY     - 1959     MONUMENTED       CGS
ME1604  HISTORY     - 1959     GOOD             CGS
ME1604  HISTORY     - 1967     GOOD             CGS
ME1604  HISTORY     - 1970     GOOD             ILHD
ME1604  HISTORY     - 1971     GOOD             NGS
ME1604  HISTORY     - 1972     GOOD             BRADY
ME1604
ME1604                          STATION DESCRIPTION
ME1604
ME1604''DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
ME1604''THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF RICHTON
ME1604''PARK AND ABOUT 1-1/2 MILES
ME1604''WEST-SOUTHWEST OF MATTESON ON PROPERTY OWNED BY MR. STADE.
ME1604''
ME1604''TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 54 AND
ME1604''STATE HIGHWAY 50 ABOUT 2
ME1604''MILES NORTHEAST OF MONEE, GO NORTH ON STATE HIGHWAY 50 FOR 2.9 MILES
ME1604''TO A CROSSROAD AND A CHURCH IN
ME1604''THE NORTHWEST ANGLE OF THE INTERSECTION, TURN LEFT ON SURFACED
ME1604''ROAD AND GO WEST FOR 1.0 MILE TO A SIDE ROAD
ME1604''RIGHT, TURN RIGHT, NORTH, ON THE
ME1604''SURFACED ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
ME1604''
ME1604''STATION MARK, A STANDARD DISK STAMPED STADE 1959, IS SET IN A 12 INCH
ME1604''SQUARE CONCRETE POST WHICH
ME1604''PROJECTS 6 INCHES.  THE MARK IS 80 FEET SOUTH-SOUTHEAST OF A RAILROAD
ME1604''CROSSING SIGN, 33 FEET EAST
ME1604''OF THE APPROXIMATE CENTER OF THE SURFACED ROAD, 6.8 FEET
ME1604''NORTH OF A WITNESS POST AND IT IS SET IN A
ME1604''FENCE LINE.
ME1604''
ME1604''REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED STADE NO 1 1959, IS
ME1604''SET IN A 12 INCH SQUARE
ME1604''CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS 31.5 FEET WEST OF
ME1604''THE APPROXIMATE CENTER OF THE
ME1604''SURFACED ROAD AND 1 FOOT EAST OF A FENCE LINE.
ME1604''
ME1604''REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED STADE NO 2 1959, IS
ME1604''SET IN A 12 INCH SQUARE
ME1604''CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS 32 FEET WEST OF
ME1604''THE APPROXIMATE CENTER OF THE
ME1604''SURFACED ROAD, 15 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST
ME1604''OF A FENCE LINE.
ME1604''
ME1604''AZIMUTH MARK, A STANDARD DISK STAMPED STADE 1959, IS SET IN A 12 INCH
ME1604''SQUARE CONCRETE POST WHICH
ME1604''PROJECTS 3 INCHES.  THE MARK IS 33 FEET WEST OF THE APPROXIMATE
ME1604''CENTER OF THE SURFACED ROAD, 2
ME1604''FEET NORTH OF A POWER POLE, 1.5 FEET NORTH OF A WITNESS POST
ME1604''AND 1 FOOT EAST OF A FENCE LINE.
ME1604''
ME1604''TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE SURFACED
ME1604''ROAD FOR 0.35 MILES TO THE
ME1604''AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
ME1604''
ME1604''HEIGHT OF LIGHT ABOVE STATION MARK 30.11 METERS.
ME1604
ME1604                          STATION RECOVERY (1959)
ME1604
ME1604''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
ME1604''2.8 MI SW FROM MATTESON.
ME1604''ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
ME1604''WITH U.S. HIGHWAY 30 IN THE NORTHWEST PART OF MATTESON, THENCE
ME1604''1.0 MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.35 MILES NORTH
ME1604''ALONG AN ASPHALT ROAD, ABOUT 0.15 MILES SOUTH OF A RAILROAD
ME1604''CROSSING, AT THE JUNCTION OF A ROAD WEST TO THE NORTHERN ILLINOIS
ME1604''GAS COMPANY GROUNDS, 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
ME1604''227 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD WEST, 90
ME1604''FEET SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 1/2 FOOT
ME1604''WEST OF A FENCE, 2.1 FEET NORTH OF A METAL WITNESS POST, ABOUT
ME1604''1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
ME1604''POST PROJECTING 6 INCHES.
ME1604
ME1604                          STATION RECOVERY (1967)
ME1604
ME1604''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
ME1604''ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION IS GOOD WITH BELOW
ME1604''CHANGES.
ME1604''
ME1604''STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND PARTIALLY
ME1604''COVERED WITH DIRT.
ME1604''
ME1604''REFERENCE MARK 1 IS 1 FOOT EAST OF A WOVEN WIRE FENCE.
ME1604''
ME1604''REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF A METAL GATE POST AND FLUSH
ME1604''IN A GRAVEL DRIVE
ME1604''LEADING TO AN ENCLOSURE OF PIPE LINE VALVES.
ME1604''
ME1604''THE AZIMUTH MARK IS 1 FOOT EAST OF A WOVEN WIRE FENCE.
ME1604
ME1604                          STATION RECOVERY (1970)
ME1604
ME1604''RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (JWH)
ME1604''STADE 1959 STA MRK. LEANS 1 DEG EAST
ME1604''STADE NO 1 1959
ME1604''GOOD CONDITION
ME1604''STADE NO 2 1959 GOOD
ME1604''CONDITION
ME1604''STADE 1959 AZIMUTH MARK GOOD CONDITION
ME1604''
ME1604''DESCRIPTION IS CORRECT EXCEPT FOR,
ME1604''PARAGRAPH NO 3 STATION
ME1604''15 2 DEG 50 OF WITNESS POST AND
ME1604''SET IN A FENCE LINE SHOULD BE
ME1604''OMITTED
ME1604''
ME1604''DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MI WNW OF RICHTON
ME1604''PARK
ME1604
ME1604                          STATION RECOVERY (1971)
ME1604
ME1604''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
ME1604''THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 ALONG WITH
ME1604''THE AZIMUTH MARK
ME1604''WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION
ME1604''MARK WAS FOUND TO HAVE BEEN HIT AND
ME1604''LEANING TO THE EAST.  THE UNDERGROUND
ME1604''POINT WAS HELD AND THE SURFACE MARK RESET.  THE
ME1604''DISTANCE AND
ME1604''DIRECTION TO THE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS-
ME1604''
ME1604''THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF RICHTON PARK,
ME1604''ABOUT 0.15 MILE
ME1604''SOUTH OF RAILROAD CROSSING, 1 FOOT SOUTH OF A METAL
ME1604''WITNESS POST, 33 FEET EAST OF THE
ME1604''CENTERLINE OF A PAVED ROAD, 50 FEET
ME1604''SOUTH OF THE EXTENDED CENTERLINE OF DRIVEWAY WEST TO
ME1604''NATURAL GAS VALVES
ME1604''AND ON A SMALL LEVEE BETWEEN THE ROAD AND A BORROW PIT AND LAKE TO
ME1604''THE EAST.  THE
ME1604''MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED STADE 1959
ME1604''1971.
ME1604''
ME1604''TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
ME1604''HIGHWAY 50 (ABOUT
ME1604''2 MILES NORTH OF MONEE), GO NORTH ON HIGHWAY 50 FOR
ME1604''2.9 MILES TO A CROSSROAD WITH A
ME1604''STONE CHURCH IN THE NORTHWEST ANGLE OF
ME1604''THE INTERSECTION.  TURN LEFT AND GO WEST ON THE
ME1604''PAVED ROAD FOR 1.0 MILE
ME1604''TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD
ME1604''FOR 0.1 MILE TO THE
ME1604''AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE PAVED ROAD
ME1604''FOR 0.35 MILE TO THE STATION
ME1604''ON THE RIGHT.
ME1604''
ME1604''REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTERLINE OF THE ROAD
ME1604''AND 1 FOOT EAST OF
ME1604''A FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
ME1604''IS STAMPED STADE NO 1 1959.
ME1604''
ME1604''REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTERLINE OF THE ROAD,
ME1604''1 FOOT EAST OF
ME1604''FENCE, 1 FOOT SOUTHEAST OF THE SOUTH GATE POST TO GAS
ME1604''VALVES, 14 FEET SOUTH OF A POWER
ME1604''POLE AND 7 FEET SOUTH OF THE CENTERLINE
ME1604''OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
ME1604''DISK IS STAMPED STADE
ME1604''NO 2 1959.
ME1604''
ME1604''THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE ROAD,
ME1604''1 FOOT EAST OF
ME1604''WOVEN WIRE FENCE, 1 FOOT NORTH OF A METAL WITNESS POST
ME1604''AND 2 FEET NORTH OF A POWER POLE.
ME1604''THE MONUMENT PROJECTS 4 INCHES AND
ME1604''THE DISK IS STAMPED STADE 1959.
ME1604''
ME1604''AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
ME1604''SOUTHWEST OF MATTESON
ME1604''
ME1604''HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
ME1604
ME1604                          STATION RECOVERY (1972)
ME1604
ME1604''RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
ME1604''RECOVERED BY BRADY LAND SURVEYING INC
ME1604''
ME1604''STADE 1959 GOOD
ME1604''
ME1604''DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.85 MI SW OF MATTESON