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Details for Benchmark: DV0265

N 33° 42.067 W 112° 25.750 (NAD 83)

Altitude: 1383.3

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

Location:
In MARICOPA county, AZ View Original Datasheet
Designation:
RV 95
Marker Type:
rivet
Setting:
light structures
Stability:
Mark of questionable or unknown stability.

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Found in good shape

[Photos:]
photoDV0265 with GPS

In great shape

[Photos:]
photoIMG_20121017_135752
photoIMG_20121017_135900
photoIMG_20121017_135904

Found at N33 42.075 W112 25.773

[Photos:]
photoclose-up of benchmark
photogps and benchmark
photowide angle view
N 33° 42.076 W 112° 25.773

Found this benchmark today in good condition.

This entry was edited by Arizona Ranger Team on Tuesday, 29 May 2012 at 05:26:50 UTC.

[Photos:]
photoCloseup of the mark
photoEye level view of the mark
photoWide view looking north

Found It, there is a large nail in the side of the railroad tie. Rivet is located directly below in the concrete.

[Photos:]
photoRivet
photoLooking North, Nail is on right side of pic.

Recovered as described, in good condition. GPS (HH2) co-ordinates N33º42.075' W112º25.773'.

[Photos:]
photoRV 95 / DV0265
A close-up of the mark, with the GPSr.
photoRV 95 / DV0265
A close-up of the mark alone.
photoRV 95 / DV0265
A wide view of the general area, looking north.

Documented History (by the NGS)

Unknown by ATSFRR (MONUMENTED)
01/01/1933 by NGS (GOOD)
DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 3.5 MI NW FROM BEARDSLEY. MONEL METAL RIVET, ON A. T. AND S. F. RY. CO. RIGHT OF WAY, IN MILE 166, AT SOUTHEAST END OF RAILROAD TRESTLE NO. A-166, ON TOP OF SHELF OF CONCRETE REVETMENT, 7.5 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
01/01/1939 by NGS (GOOD)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939 RECOVERED IN GOOD CONDITION.

Control Text

  • The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds.
  • The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the superseded datum.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 geoid height was determined by GEOID99.

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