Details for Benchmark: KU4046
N 40° 53.900 W 073° 57.105 (NAD 83)
Coordinates may not be exact. Altitude is SCALED and location is ADJUSTED. (more info)
- In BERGEN county, NJ View Original Datasheet
- Marker Type:
- triangulation station disk
- set into the top of a round concrete monument
- May hold, but of type commonly subject to surface motion.
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Documented History (by the NGS)
|01/01/1933 by CGS (MONUMENTED)
|DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
STATION IS ON THE CITY PROPERTY OF ENGLEWOOD, NEAR THE TOP OF THE BLUFF BETWEEN THE CITY AND THE HUDSON RIVER, IN THE NW CORNER OF THE INTERSECTION OF NORTH WOODLAND STREET AND DOUGLAS STREET, 2.42 METERS FROM FIRE HYDRANT, 1.90 METERS FROM INSIDE EDGE OF CURB.
SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE DISKS SET IN CONCRETE.
REFERENCE MARK NO.1 IS S OF STATION ON W SIDE OF ROAD, 30 FEET FROM ROAD INTERSECTION.
REFERENCE MARK NO.2 IS S OF STATION IN SW CORNER OF ROAD INTERSECTION.
REFERENCE MARK NO.3 IS W OF STATION IN OUTCROPPING ROCK.
|01/01/1938 by CGS (GOOD)
|RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
REFERENCE MARK NO.1, THE AZIMUTH, IS 0.15 MILE S OF THE STATION IN AN OUTCROPPING BOULDER ABOUT 5 FEET W OF WOODLAND AVENUE.
REFERENCE MARK NO.2 IS S OF THE STATION, IN THE SW ANGLE OF THE INTERSECTION OF WOODLAND STREET AND DOUGLAS AVENUE, IN A LARGE, FLAT ROCK OUTCROP.
REFERENCE MARK NO.3 IS W OF THE STATION, 13 PACES N OF THE CENTER OF DOUGLAS AVENUE, SET IN TOP OF A SMALL BOULDER.
TO REACH THE STATION FROM THE CITIZENS NATIONAL BANK AT THE CORNER OF ENGLE STREET AND PALISADES AVENUE AT ENGLEWOOD, GO E ON PALISADES AVENUE FOR ABOUT 1 MILE AND TURN LEFT ON WOODLAND AVENUE, AND CONTINUE 0.96 MILE TO THE INTERSECTION OF DOUGLAS STREET, AND THE STATION IN THE NW CORNER OF THE INTERSECTION.
|01/01/1940 by NJGS (GOOD)
|RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1940
STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DESCRIBED.
|12/18/1991 by NJGS (GOOD)
|RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (ECB)
RECOVERED AS DESCRIBED.
- The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in September 1999.
- The orthometric height was scaled from a topographic map.
- The Laplace correction was computed from DEFLEC99 derived deflections.
- The geoid height was determined by GEOID99.