AB5947 ***********************************************************************
AB5947  DESIGNATION -  82208
AB5947  PID         -  AB5947
AB5947  STATE/COUNTY-  MI/WAYNE
AB5947  USGS QUAD   -  GROSSE POINTE (1983)
AB5947
AB5947                         *CURRENT SURVEY CONTROL
AB5947  ___________________________________________________________________
AB5947* NAD 83(1994)-  42 27 01.78874(N)    082 56 15.84205(W)     ADJUSTED
AB5947* NAVD 88     -       181.8    (meters)     596.     (feet)  GPS OBS
AB5947  ___________________________________________________________________
AB5947  X           -     579,512.360 (meters)                     COMP
AB5947  Y           -  -4,677,717.812 (meters)                     COMP
AB5947  Z           -   4,282,758.281 (meters)                     COMP
AB5947  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
AB5947  ELLIP HEIGHT-         147.26  (meters)                     GPS OBS
AB5947  GEOID HEIGHT-         -34.53  (meters)                     GEOID99
AB5947
AB5947  HORZ ORDER  -  FIRST
AB5947  ELLP ORDER  -  FOURTH    CLASS I
AB5947
AB5947.The horizontal coordinates were established by GPS observations
AB5947.and adjusted by the National Geodetic Survey in February 1997.
AB5947
AB5947.The orthometric height was determined by GPS observations and a
AB5947.high-resolution geoid model.
AB5947
AB5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AB5947
AB5947.The Laplace correction was computed from DEFLEC99 derived deflections.
AB5947
AB5947.The ellipsoidal height was determined by GPS observations
AB5947.and is referenced to NAD 83.
AB5947
AB5947.The geoid height was determined by GEOID99.
AB5947
AB5947;                    North         East     Units   Scale      Converg.
AB5947;SPC MI S     -   106,576.351 4,117,536.239   MT  0.99993546 +0 58 20.8
AB5947;UTM  17      - 4,701,615.373   340,655.612   MT  0.99991240 -1 18 29.4
AB5947
AB5947                          SUPERSEDED SURVEY CONTROL
AB5947
AB5947  NAD 83(1986)-  42 27 01.79300(N)    082 56 15.87421(W) AD(       ) 1
AB5947
AB5947.Superseded values are not recommended for survey control.
AB5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AB5947.See file dsdata.txt to determine how the superseded data were derived.
AB5947
AB5947_MARKER: DH = HORIZONTAL CONTROL DISK
AB5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AB5947_STAMPING: 82208 1993
AB5947_MAGNETIC: N = NO MAGNETIC MATERIAL
AB5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AB5947+STABILITY: SURFACE MOTION
AB5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AB5947+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
AB5947
AB5947  HISTORY     - Date     Condition        Recov. By
AB5947  HISTORY     - 1992     MONUMENTED       MIDT
AB5947  HISTORY     - 19971028 GOOD             LOCENG
AB5947
AB5947                          STATION DESCRIPTION
AB5947
AB5947''DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
AB5947''STATION IS IN QUAD 420823 ON THE GROSSE POINTE QUADRANGLE MAP. STATION
AB5947''IS IN PRIVATE CLAIM 156, T-1-S, R-13-E, IN THE CITY OF HARPER WOODS.
AB5947''STATION IS IN MEDIAN OF EIGHT MILE ROAD ABOUT 0.15 MI (0.24 KM) EAST
AB5947''OF KELLY ROAD, ABOUT 7 MI (11.3 KM) NORTHEAST OF HAMTRAMCK, ABOUT 6 MI
AB5947''(9.7 KM) SOUTHEAST OF THE CENTER OF CITY OF WARREN, ABOUT 13 MI (20.9
AB5947''KM) SOUTHEAST OF UTICA AND ABOUT 10.5 MI (16.9 KM) SOUTH OF MOUNT
AB5947''CLEMENS.  TO REACH THE STATION FROM THE POST OFFICE IN SAINT CLAIR
AB5947''SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK AVENUE TO NINE
AB5947''MILE ROAD.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG NINE MILE ROAD
AB5947''TO HARPER AVENUE.  TURN LEFT AND GO SOUTHWEST 1.0 MI (1.6 KM) ALONG
AB5947''HARPER AVENUE TO EIGHT MILE ROAD.  TURN RIGHT AND GO WEST 0.1 MI (0.2
AB5947''KM) ALONG EIGHT MILE ROAD TO THE BRIDGE CROSSING OVER INTERSTATE
AB5947''HIGHWAY 94, CONTINUE GOING WEST 1.0 MI (1.6 KM) ALONG EIGHT MILE ROAD
AB5947''TO THE INTERSECTION WITH AND THE END OF VERNIER HIGHWAY.  CONTINUE
AB5947''GOING WEST 0.1 MI (0.2 KM) ALONG EIGHT MILE ROAD TO STATION IN MEDIAN
AB5947''ON THE LEFT AS DESCRIBED.  STATION IS 5.0 FT (1.5 M) SOUTH FROM SOUTH
AB5947''CURB OF WEST BOUND EIGHT MILE ROAD, 15 FT (4.6 M) EAST FROM EAST CURB
AB5947''FOR TURN-AROUND RAMP FOR EAST BOUND TRAFFIC TO WEST BOUND EIGHT MILE
AB5947''ROAD, 48 FT (14.6 M) NORTHWEST OF 0.5 FT (15.2 CM) DIAMETER TREE, 519
AB5947''FT (158.2 M) WEST OF THE CENTER OF INTERSECTION OF EIGHT MILE ROAD AND
AB5947''VERNIER HIGHWAY AND ABOUT 0.15 MI (0.24 KM) EAST OF INTERSECTION OF
AB5947''EIGHT MILE ROAD AND KELLY ROAD. THERE IS NO WITNESS SIGN POST.
AB5947
AB5947                          STATION RECOVERY (1997)
AB5947
AB5947''RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
AB5947''STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 1.500
AB5947''M (4.921 FT) SOUTH FROM SOUTH CURB OF WEST BOUND M-102, IN THE MEDIAN,
AB5947''3.90 M, (12.80 FT) AZ 102 DEGREES FROM METAL POST WITH STOP SIGN,
AB5947''14.70 M, (48.23 FT) AZ 320 DEGREES FROM A 310 MM LOCUST TREE, 26.80 M,
AB5947''(87.93 FT) AZ 295 DEGREES FROM 7 METER (23.0 FT) HIGH PINE TREE.  A
AB5947''CARSONITE WITNESS MARKER WAS SET ON THE WEST SIDE OF THE STATION.