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Details for Benchmark: AA2827

N 34° 27.100 W 084° 27.422 (NAD 83)

Altitude: 1517

Coordinates may not be exact. Altitude is GPS OBS and location is ADJUSTED. (more info)

Location:
In PICKENS county, GA View Original Datasheet
Designation:
FAA JZP B
Marker Type:
metal rod
Setting:
stainless steel rod in sleve
Stability:
Probably hold position/elevation well.

Reference Points

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Recovered in good condition.

[Photos:]
photoThe Rod.
photoView SE

Documented History (by the NGS)

01/01/1994 by NGS (MONUMENTED)
DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS) THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) SOUTHEAST OF DALTON, 30.0 MI (48.3 KM) NORTHWEST OF MARIETTA, 3.0 MI (4.8 KM) SOUTHWEST OF JASPER AND AT THE PICKENS COUNTY AIRPORT. OWNERSHIP--PICKENS COUNTY, AIRPORT MANAGER, J. W. MURPHY. PHONE (706) 692-9927. TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 5/515 AND COUNTY ROAD 75 (CAMP ROAD), THE FIRST ROAD NORTH OF JASPER JEEP DEALERSHIP (CHEVROLET DEALERSHIP ON THE EAST SIDE OF THE JUNCTION), GO WEST ON COUNTY ROAD 75 FOR 0.25 MI (0.40 KM) TO UPPER SALEM CHURCH ROAD ON THE LEFT, TURN LEFT ON UPPER SALEM CHURCH ROAD FOR 0.35 MI (0.56 KM) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 0.15 MI (0.24 KM) ON PAVED ROAD TO BROWN FRAME BUILDING, AFTER OBTAINING COURTESY CLEARANCE FROM AIRPORT PERSONNEL (NO ESCORT NEEDED), CONTINUE SOUTHEAST PAST BUILDING ON SHORT GRAVELED ROAD THAT LEADS TO APRON AND TAXIWAY. HEAD EAST 0.1 MI (0.2 KM) ON TAXIWAY TO THE RUNWAY, TURN RIGHT AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, WHICH IS WELL OFF RUNWAY IN GRASS ACROSS A WIDE SWALE. THE STATION IS 190 FT (57.9 M) WEST OF THE CENTER OF RUNWAY, 176 FT (53.6 M) WEST NORTHWEST FROM THE 4TH RUNWAY LIGHT SOUTH OF THE TAXIWAY, 163.4 FT (49.8 M) SOUTHWEST FROM THE 3RD RUNWAY LIGHT SOUTH OF THE TAXIWAY, 142 FT (43.3 M) WEST OF LINE OF LIGHTS, OPPOSITE A POINT 131.6 FT (40.1 M) NORTH OF WIND SOCK AND ACROSS RUNWAY FROM SAME, 105 FT (32.0 M) NORTH AND 81 FT (24.7 M) SOUTH OF 4TH AND THIRD LIGHTS ABOVE, 4 FT (1.2 M) NORTH AND SOUTH OF TWO I-BEAMS SET VERTICALLY AND 1.7 FT (0.5 M) EAST OF A WITNESS POST.
04/12/1994 by NGS (GOOD)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS) THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) SOUTHEAST OF DALTON, 30.0 MI (48.3 KM) NORTHWEST OF MARIETTA, 3.0 MI (4.8 KM) SOUTHWEST OF JASPER AND AT THE PICKENS COUNTY AIRPORT. OWNERSHIP--PICKENS COUNTY, AIRPORT MANAGER, J. W. MURPHY. PHONE (706) 692-9927. TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 5/515 AND COUNTY ROAD 75 (CAMP ROAD) , THE FIRST ROAD NORTH OF JASPER JEEP DEALERSHIP (CHEVROLET DEALERSHIP ON THE EAST SIDE OF THE JUNCTION) , GO WEST ON COUNTY ROAD 75 FOR 0.25 MI (0.40 KM) TO UPPER SALEM CHURCH ROAD ON THE LEFT, TURN LEFT ON UPPER SALEM CHURCH ROAD FOR 0.35 MI (0.56 KM) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO 0.15 MI (0.24 KM) ON PAVED ROAD TO BROWN FRAME BUILDING, AFTER OBTAINING COURTESY CLEARANCE FROM AIRPORT PERSONNEL (NO ESCORT NEEDED) , CONTINUE SOUTHEAST PAST BUILDING ON SHORT GRAVELED ROAD THAT LEADS TO APRON AND TAXIWAY. HEAD EAST 0.1 MI (0.2 KM) ON TAXIWAY TO THE RUNWAY, TURN RIGHT AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, WHICH IS WELL OFF RUNWAY IN GRASS ACROSS A WIDE SWALE. THE STATION IS 190 FT (57.9 M) WEST OF THE CENTER OF RUNWAY, 176 FT (53.6 M) WEST NORTHWEST FROM THE 4TH RUNWAY LIGHT SOUTH OF THE TAXIWAY, 163.4 FT (49.8 M) SOUTHWEST FROM THE 3RD RUNWAY LIGHT SOUTH OF THE TAXIWAY, 142 FT (43.3 M) WEST OF LINE OF LIGHTS, OPPOSITE A POINT 131.6 FT (40.1 M) NORTH OF WIND SOCK AND ACROSS RUNWAY FROM SAME, 105 FT (32.0 M) NORTH AND 81 FT (24.7 M) SOUTH OF 4TH AND THIRD LIGHTS ABOVE, 4 FT (1.2 M) NORTH AND SOUTH OF TWO I-BEAMS SET VERTICALLY AND 1.7 FT (0.5 M) EAST OF A WITNESS POST.

Control Text

  • This mark is at Pickens County Airport (JZP)
  • The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in March 1995.
  • The orthometric height was determined by GPS observations and a high-resolution geoid model.
  • GPS derived orthometric heights for airport stations designated as PACS or SACS are published to 2 decimal places. This maintains centimeter relative accuracy between the PACS and SACS. It does not indicate centimeter accuracy relative to other marks which are part of the NAVD 88 network.
  • The X, Y, and Z were computed from the position and the ellipsoidal ht.
  • The Laplace correction was computed from DEFLEC99 derived deflections.
  • The ellipsoidal height was determined by GPS observations and is referenced to NAD 83.
  • The geoid height was determined by GEOID99.

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