Details for Benchmark: FA4864
N 35° 16.850 W 081° 32.996 (NAD 83)
Coordinates may not be exact. Altitude is VERTCON and location is ADJUSTED. (more info)
- In CLEVELAND county, NC View Original Datasheet
- 9 JS 44
- Marker Type:
- traverse 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)
|01/01/1972 by NCDOT (MONUMENTED)
|01/01/1984 by NCGS (GOOD)
|DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
THE STATION IS LOCATED IN SHELBY. ALONG US 74 BYPASS FOR 0.72 KM (0.45 MI) WEST FROM THE NC 18 OVERPASS, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH HAMRICK STREET. STATION IS LOCATED 10.97 M (35.99 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 74 BYPASS EAST BOUND LANES (DIXON BOULEVARD), 10.82 M (35.50 FT) WEST-NORTHWEST OF THE CENTERLINE OF HAMRICK STREET, 3.51 M (11.52 FT) EAST OF A GUY WIRE ANCHOR--AND 2.59 M (8.50 FT) SOUTHEAST OF A POWER POLE, 1.19 M (3.90 FT) WEST OF A ROAD SIGN, 22.49 M (73.79 FT) WEST-NORTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS. MARK IS RECESSED 4 INCHES BELOW GROUND AND IS 2 FT (0.6 M) LOWER THAN THE HIGHWAY.
|01/18/1995 by USPSQD (GOOD)
|RECOVERY NOTE BY US POWER SQUADRON 1995
RECOVERED IN GOOD CONDITION.
- The North Carolina/South Carolina HARNS have been completed but, due to contractual restrictions, coordinates for these stations will NOT be published in the near future. In the interim, the published coordinates in North and South Carolina will not be consistent with the Continuously Operating Reference Stations (CORS). The HARN coordinates for these stations are available upon request. Contact Gary Thompson(919-733-3836), or Lewis Lapine(803-896-7700). In addition, the published North and South Carolina positions (NAD 83 (1986)) are NOT consistent with those determined in adjacent state readjustments. The discontinuity between stations located in North or South Carolina and those in adjacent states which have been adjusted to the HARN may be as much as 5 decimeters. This will result in a significant loss of accuracy over lines crossing such state borders.
- The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in September 1992. No horizontal observational check was made to the station.
- The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the superseded datum.
- The Laplace correction was computed from DEFLEC99 derived deflections.
- The geoid height was determined by GEOID99.