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Details for Benchmark: EV3106

N 34° 06.717 W 117° 16.717 (NAD 83)

Altitude: 1051.98

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

Location:
In SAN BERNARDINO county, CA View Original Datasheet
Designation:
S 524 RESET
Marker Type:
bench mark disk
Setting:
set into the top of a round concrete monument
Stability:
May hold, but of type commonly subject to surface motion.

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Found the benchmark as described and in good condition. Found this one while on a BM Adventure with Ruznuz, today. Kewnsue's coords are good. #19

[Photos:]
photoEV3106

Found while out on an epic benchmark hunt with CraigsOutside.

[Photos:]
photoS 524 RESET

Found with Supercheeseburger

Followed fellow Geo-cacher kewnsue's footsteps and NGS instructions and found this Benchmarker in good condition with my Geo-partner Dyer55. Both of us will be using my pictures for reference.

[Photos:]
photoEV3106
photoEV3106-1
photoEV3106-2
N 34° 06.718 W 117° 16.738

I don't know how many times I have passed up the BM. The southwest corner of 7th and Waterman. Found in good condition.

[Photos:]
photoEV3106

Documented History (by the NGS)

01/01/1960 by CA3210 (MONUMENTED)
01/01/1972 by NGS (GOOD)
DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AT SAN BERNARDINO. AT SAN BERNARDINO, 1.65 MILES SOUTH ALONG WATERMAN AVENUE FROM ITS INTERSECTION WITH HIGHLAND AVENUE, AT THE JUNCTION OF 7TH STREET AND WATERMAN AVENUE, IN THE SOUTHWEST QUADRANT OF THE JUNCTION, 53.6 FEET WEST OF THE CENTER OF WATERMAN AVENUE, 33.0 FEET SOUTH OF THE CENTER OF 7TH STREET, 18.0 FEET NORTHWEST OF THE BASE OF A POWERLINE GUY-WIRE, 12.0 FEET EAST OF POWERLINE POLE NUMBER 1296197E, 8.0 FEET WEST OF A STOP SIGN STANDARD, 1.0 FOOT SOUTH OF THE SOUTH CURB OF THE STREET AND SET IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES SQUARE AT THE TOP AND FLUSH WITH THE SURFACE OF THE GROUND.
01/20/1993 by MWDSC (GOOD)
RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993 RECOVERED IN GOOD CONDITION.

Control Text

  • 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 May 1994.
  • 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.

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