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Details for Benchmark: CZ2200

N 32° 42.299 W 111° 39.270 (NAD 83)

Altitude: 1550

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

Location:
In PINAL county, AZ View Original Datasheet
Designation:
AK 56
Marker Type:
survey disk
Setting:
set into the top of a round concrete monument
Stability:

Reference Points

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Found in good shape.

[Photos:]
photoCZ2200
photoCZ2200 w GPSr
photoCZ2200 Area

Recovered as described, in good condition.

[Photos:]
photoAK56 / CZ2200
A close-up of the mark, with the GPSr.
photoAK56 / CZ2200
A close-up of the mark alone.
photoAK56 / CZ2200
A wide view of the general area, looking west.

Better, more recent photos show the cross.

The cross is not visible in the photo.

Documented History (by the NGS)

1/1/1966 by DMA (MONUMENTED)
DESCRIBED BY DEFENSE MAP AGENCY 1966 T-8-S. R-7-E. IN SECTION 20 NEAR THE SOUTHWEST CORNER. THE STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK CENTERED IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE GROUND. THE MARK IS STAMPED--AK 56 1966 ARMY MAP SERVICE. THE STATION MARK IS LOCATED 68.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD. 80.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD. 102.0 FEET EAST OF NORTH-SOUTH POWERLINE. TO REACH FROM THE JUNCTION OF STATE ROUTES 84 AND 93 IN CASA GRANDE, ARIZONA GO SOUTHEAST ON 84 AND 93 FOR 10.2 MILES (TOLTEC). TURN RIGHT ON TOLTEC HIGHWAY AND GO SOUTH FOR 5.0 MILES TO PHILLIPS ROAD. TURN RIGHT AND GO WEST FOR 2.0 MILES TO CROSSROAD. TURN LEFT AND GO SOUTH FOR 1.0 MILE AND THE STATION SITE.
1/1/1968 by DMA (SEE DESCRIPTION)
RECOVERY NOTE BY DEFENSE MAP AGENCY 1968 AMS FIELD PARTY FOUND THE MARK HAS BEEN DESTROYED.

Control Text

  • The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in August 1993.
  • The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the superseded datum.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.

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