Details for Benchmark: GF0766
N 36° 38.701 W 093° 10.627 (NAD 83)
Coordinates may not be exact. Altitude is SCALED and location is ADJUSTED. (more info)
- In TANEY county, MO View Original Datasheet
- Marker Type:
- triangulation station disk
- set into the top of a round concrete monument
- May hold, but of type commonly subject to surface motion.
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Documented History (by the NGS)
|01/01/1954 by CGS (MONUMENTED)
|DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
THE STATION IS ABOUT 1-1/2 MILES NORTH AND 3/4 MILE WEST OF KIRBYVILLE AND ABOUT 2-1/4 MILES EAST AND 1/2 MILE NORTH OF BRANSON, NEAR THE CENTER OF THE SOUTH HALF OF SECTION 35, T 23 N, R 21 W, ON THE RIGHT-OF-WAY OF A PUBLIC ROAD. IT IS 42 FEET SOUTH OF THE CENTER OF THE ROAD, 9 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE. THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED KIRBY 1954.
TO REACH THE STATION FROM THE PUBLIC SCHOOL IN KIRBYVILLE, GO WEST AND NORTH ON STATE HIGHWAY 80 FOR 2.0 MILES TO A T-JUNCTION, TURN RIGHT AND GO EAST AND NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO A T-JUNCTION, TURN RIGHT AND GO EAST 0.2 MILE TO THE STATION ON THE RIGHT.
REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTER OF THE ROAD AND 17 FEET NORTH OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KIRBY NO 1 1954.
REFERENCE MARK 2 IS 26 FEET WEST OF A POWERLINE POLE, 24 FEET NORTH OF THE CENTER OF THE ROAD AND 3 FEET NORTH OF A FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KIRBY NO 2 1954.
NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
NOTE- STATE HIGHWAY 80 HAS BEEN CHANGED TO U.S. HIGHWAY 160 AS OF 1 JANUARY 1954.
HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
|01/01/1972 by LOCENG (GOOD)
|RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ATL)
KIRBY 1954 RECOVERED IN GOOD CONDITION.
DID NOT LOOK FOR RMS.
DISTANCE AND DIRECTION FROM NEAREST TOWN--PRESENT DESCRIPTION OK.
|05/29/1991 by MODNR (GOOD)
|RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (DDP)
RECOVERED AS DESCRIBED.
- The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in February 2000.
- The orthometric height was scaled from a topographic map.
- The Laplace correction was computed from DEFLEC99 derived deflections.
- The geoid height was determined by GEOID99.