GF0566 ***********************************************************************
GF0566  DESIGNATION -  A 4
GF0566  PID         -  GF0566
GF0566  STATE/COUNTY-  MO/BARRY
GF0566  USGS QUAD   -  MONETT (1972)
GF0566
GF0566                         *CURRENT SURVEY CONTROL
GF0566  ___________________________________________________________________
GF0566* NAD 83(1997)-  36 55 03.71297(N)    093 55 38.25299(W)     ADJUSTED
GF0566* NAVD 88     -       392.360  (meters)    1287.27   (feet)  ADJUSTED
GF0566  ___________________________________________________________________
GF0566  X           -    -349,697.220 (meters)                     COMP
GF0566  Y           -  -5,093,785.682 (meters)                     COMP
GF0566  Z           -   3,810,313.124 (meters)                     COMP
GF0566  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
GF0566  ELLIP HEIGHT-         363.49  (meters)                     GPS OBS
GF0566  GEOID HEIGHT-         -28.93  (meters)                     GEOID99
GF0566  DYNAMIC HT  -         392.030 (meters)    1286.19  (feet)  COMP
GF0566  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
GF0566
GF0566  HORZ ORDER  -  THIRD
GF0566  VERT ORDER  -  FIRST     CLASS II
GF0566  ELLP ORDER  -  FOURTH    CLASS I
GF0566
GF0566.The horizontal coordinates were established by GPS observations
GF0566.and adjusted by the National Geodetic Survey in February 2000.
GF0566
GF0566.The orthometric height was determined by differential leveling
GF0566.and adjusted by the National Geodetic Survey in June 1991.
GF0566
GF0566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
GF0566
GF0566.The Laplace correction was computed from DEFLEC99 derived deflections.
GF0566
GF0566.The ellipsoidal height was determined by GPS observations
GF0566.and is referenced to NAD 83.
GF0566
GF0566.The geoid height was determined by GEOID99.
GF0566
GF0566.The dynamic height is computed by dividing the NAVD 88
GF0566.geopotential number by the normal gravity value computed on the
GF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
GF0566.degrees latitude (g = 980.6199 gals.).
GF0566
GF0566.The modeled gravity was interpolated from observed gravity values.
GF0566
GF0566;                    North         East     Units   Scale      Converg.
GF0566;SPC MO W     -    83,489.560   901,029.780   MT  0.99997324 +0 20 38.5
GF0566;UTM  15      - 4,086,143.908   417,403.306   MT  0.99968404 -0 33 25.3
GF0566
GF0566                          SUPERSEDED SURVEY CONTROL
GF0566
GF0566  NAD 83(1997)-  36 55 03.71297(N)    093 55 38.25299(W) AD(       ) 3
GF0566  NAD 83(1997)-  36 55 03.71301(N)    093 55 38.25299(W) AD(       ) 3
GF0566  NAD 83(1997)-  36 55 03.72645(N)    093 55 38.25765(W) AD(       ) 3
GF0566  NAD 83(1986)-  36 55 03.73043(N)    093 55 38.25831(W) AD(       ) 3
GF0566  NGVD 29     -       392.195  (m)         1286.73   (f) ADJ UNCH    1 2
GF0566
GF0566.Superseded values are not recommended for survey control.
GF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
GF0566.See file dsdata.txt to determine how the superseded data were derived.
GF0566
GF0566_MARKER: DB = BENCH MARK DISK
GF0566_SETTING: 38 = ABUTMENT
GF0566_STAMPING: A 4 1928 1286.726
GF0566_MAGNETIC: N = NO MAGNETIC MATERIAL
GF0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
GF0566+STABILITY: POSITION/ELEVATION WELL
GF0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GF0566+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
GF0566
GF0566  HISTORY     - Date     Condition        Recov. By
GF0566  HISTORY     - 1928     MONUMENTED       CGS
GF0566  HISTORY     - 1934     GOOD             NGS
GF0566  HISTORY     - 19890918 GOOD             NGS
GF0566  HISTORY     - 19891125 GOOD             NGS
GF0566  HISTORY     - 19900105 GOOD
GF0566
GF0566                          STATION DESCRIPTION
GF0566
GF0566''DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
GF0566''AT MONETT.
GF0566''AT MONETT, BARRY COUNTY, IN THE SOUTHWEST PART OF TOWN, ON THE
GF0566''SOUTHWEST SIDE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY Y, 112
GF0566''FEET WEST OF THE PHILLIPS PETROLEUM CO. WEST BULK TANKS, 100
GF0566''FEET EAST OF THE CROSSING OF CENTRAL STREET, 80 FEET SOUTH OF
GF0566''THE WEST END OF THE CONCRETE ROAD BRIDGE, AT RAILROAD BRIDGE
GF0566''282.5-B, IN THE NORTH END OF THE WEST ABUTMENT (JUST ABOVE
GF0566''THE DATE 9-26-1914), AT THE NORTH END OF THE WOODEN BRIDGE
GF0566''SEAT, AND 7-1/4 FEET NORTH OF THE CENTERLINE OF THE NORTH
GF0566''TRACK.  A STANDARD DISK, STAMPED 1286.726 A 4 1928.
GF0566
GF0566                          STATION RECOVERY (1989)
GF0566
GF0566''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
GF0566''STATION IS LOCATED AT MONETT, AT THE CROSSING OF CENTER STREET AND A
GF0566''SPUR TRACK OF THE BURLINGTON NORTHERN RAILROAD, AT THE JUNCTION OF
GF0566''CENTER STREET AND COUNTY ROAD (NAME OF STREET), LOCATED ABOUT 0.16 KM
GF0566''(0.10 MI) SOUTH OF WEST BROADWAY STREET, AND 0.08 KM (0.05 MI) SOUTH
GF0566''OF WEST MAIN STREET IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
GF0566''OWNERSHIP-BURLINGTON NORTHERN RAILROAD.
GF0566''TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND U.S.
GF0566''HIGHWAY 60, LOCATED NEAR THE SOUTHWEST CORNER OF MONETT, GO NORTH
GF0566''ALONG STATE ROUTE 37 AND BUSINESS HIGHWAY 60 FOR 0.16 KM (0.10 MI) TO
GF0566''(DAIRY STREET) ON THE RIGHT, THEN GO RIGHT, EAST ALONG DAIRY STREET
GF0566''FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF CENTRAL STREET, THEN GO LEFT,
GF0566''NORTH ALONG CENTRAL STREET FOR 0.24 KM (0.15 MI) TO THE CROSSING OF A
GF0566''SPUR TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND THE STATION ON THE
GF0566''RIGHT IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
GF0566''RAILROAD BRIDGE OVER A SMALL CREEK.
GF0566''STATION MARK IS SET ABOUT 55 M (180.4 FT) NORTH OF A WATER TANK FOR
GF0566''THE SCHREIBER FOODS INC., AND ABOUT 60 M (196.8 FT) SOUTH OF THE MAIN
GF0566''TRACKS OF THE BURLINGTON NORTHERN RAILROAD.  IT IS 31.3 M (102.7 FT)
GF0566''EAST OF THE CENTERLINE OF CENTRAL STREET, 6.1 M (20.0 FT) NORTH OF THE
GF0566''NORTH RAIL OF THE SPUR TRACK, 26.7 M (87.6 FT) SOUTH OF THE CENTERLINE
GF0566''OF COUNTY ROAD, AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE
GF0566''TRACKS.
GF0566''DESCRIBED BY G.F.S.    ALLOW EXTRA TIME FOR SET UP AND TALL TRIPOD.
GF0566
GF0566                          STATION RECOVERY (1989)
GF0566
GF0566''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
GF0566''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONETT,
GF0566''AT THE INTERSECTION OF CENTRAL AVENUE AND THE BURLINGTON NORTHERN
GF0566''RAILROAD, IN TOP OF AND 0.8 M (2.6 FT) SOUTH OF THE NORTH END OF THE
GF0566''WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING CLEAR CREEK,
GF0566''32.4 M (106.3 FT) EAST OF THE CENTER OF THE AVENUE, 26.4 M (86.6 FT)
GF0566''SOUTH OF THE CENTER OF A PAVED ROAD, 5.9 M (19.4 FT) NORTH OF THE
GF0566''NEAR RAIL OF A SPUR TRACK, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
GF0566''TRACK.
GF0566
GF0566                          STATION RECOVERY (1990)
GF0566
GF0566''RECOVERED 1990
GF0566''RECOVERED IN GOOD CONDITION.