Details for Benchmark: CS2560
N 32° 44.150 W 097° 09.250 (NAD 83)
Coordinates may not be exact. Altitude is ADJUSTED and location is SCALED. (more info)
- In TARRANT county, TX View Original Datasheet
- B 1499
- Marker Type:
- metal rod
- stainless steel rod
- Probably hold position/elevation well.
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||AE5D couldn't find CS2560
I was unable to locate this mark, but I hope to return another day and hunt again.
I returned on 8/10/2003 and searched again but I still haven't found it.
[last edit: 8/10/2003 4:04:41 PM PST]
It's here someplace, but I couldn't find it.
The mark is supposed to be one half meter east of this utility pole, but I haven't been able to find it.
Documented History (by the NGS)
|01/01/1986 by NGS (MONUMENTED)
|DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
IN ARLINGTON. IN ARLINGTON, AT THE JUNCTION OF DIVISION STREET AND CROWLEY ROAD, 23.5 M (77.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE VARSITY ENTERPRISES VAN CONVERSION INCORPORATION OFFICE, 11.0 M (36.1 FT) EAST OF THE CENTER OF THE ROAD, 7.2 M (23.6 FT) WEST OF THE CENTER OF THE WEST ENTRANCE TO A PARKING LOT, 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE STREET, AND 0.5 M (1.6 FT) EAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. THE MARK IS 0.3 M ABOVE THE STREET.
|09/21/1996 by USPSQD (GOOD)
|RECOVERY NOTE BY US POWER SQUADRON 1996
RECOVERED IN GOOD CONDITION.
- The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds.
- The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991.
- The geoid height was determined by GEOID99.
- The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (G = 980.6199 gals.).
- The modeled gravity was interpolated from observed gravity values.