Shared Solution

PID:	AH6726
Designation:	851 0560 K TIDAL
Stamping:	0560 K 1988
Stability:	Monument will probably hold position well
Setting:	Stainless steel rod without sleeve (10FT+ or 3.048M+)
Mark Condition:	G
Description:	35.14 M (115.3 FT) NORTH OF A WOODEN WALKWAY BEHIND THE SOUTHERNMOST CONDOMINIUM BUILDING, 33.95 M (111.4 FT) SOUTHWEST OF THE CENTERLINE OF THE ACCESS ROAD LEADING TO THE PIER AND 5.79 M (19.0 FT) SOUTH OF THE SOUTHERNMOST 0.25 M (0.8 FT) DIAMETER POST AT THE SOUTHERN CORNER OF THE PARKING LOT. THE BENCH MARK IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN 15.8 M (51.8 FT) TO REFUSAL AND ENCASED IN A 6-INCH (15 CM) PVC PIPE WITH CONCRETE KICK BLOCK.
Observed:	2015-09-10T11:34:00Z	more obs 1995-10-12
Source:	OPUS - page5 1209.04

Close-up View

REF_FRAME: NAD_83(2011)

EPOCH: 2010.0000

SOURCE: NAVD88 (Computed using GEOID18)

UNITS: m

SET PROFILE

DETAILS

LAT:	41� 2' 48.42439"	� 0.003 m
LON:	-71� 57' 26.88958"	� 0.005 m
ELL HT:	-29.793	� 0.015 m
X:	1491984.138	� 0.006 m
Y:	-4580283.560	� 0.009 m
Z:	4166323.435	� 0.011 m
ORTHO HT:	1.316	� 0.056 m

	UTM 18	SPC 3104(NY L )
NORTHING:	4548411.410m	99737.200m
EASTING:	755717.217m	471711.698m
CONVERGENCE:	1.99903491�	1.33598273�
POINT SCALE:	1.00040489	1.00000078
COMBINED FACTOR:	1.00040957	1.00000545

	CONTRIBUTED BY
	chris.metzger
	Center for Operational Oceanographic Products and Services

Horizon View

The numerical values for this position solution have satisfied the quality control criteria of the National Geodetic Survey. The contributor has verified that the information submitted is accurate and complete.