Shared Solution

PID: BBGP62
Designation: 863 5027 B
Stamping: 5027 B 2015
Stability: May hold, commonly subject to ground movement
Setting: Footings of small/medium structures
Description: TO REACH BENCH MARK 5027 B, PROCEED EAST TOWARD SAMPSON ROAD FOR 109.1 M (357.9 FT), TURN SLIGHT RIGHT ONTO TISDALE ROAD FOR 0.3 KM (0.2 MI) TO A CONCRETE DRAINAGE CULVERT WITH AN ALUMINUM WALK THAT IS ON THE EDGE OF A DRAINAGE BASIN.

THE BENCH MARK IS 2.0 M (6.6 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE CULVERT, 2.2 M (7.2 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE CULVERT, AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE CULVERT.

THE BENCH MARK IS SET FLUSH IN CONCRETE.
Observed: 2019-04-08T17:18:00Z
Source: OPUS - page5 1801.18
Close-up View
REF_FRAME:   NAD_83(2011) EPOCH:   2010.0000 SOURCE:   NAVD88 (Computed using GEOID18) UNITS:  m  SET PROFILE   DETAILS
LAT: 38° 19' 21.24786" ±  0.006   m
LON: -77° 1' 56.89520" ±   0.001   m
ELL HT: -30.227 ±   0.006   m
X: 1124301.488 ±   0.002  m
Y: -4882507.282 ±   0.007  m
Z: 3933577.742 ±   0.004  m
ORTHO HT: 3.133 ±  0.041   m
UTM  18 SPC  4501(VA N)
NORTHING: 4243560.213m 2073829.332m
EASTING: 322330.255m 3628319.652m
CONVERGENCE: -1.26064167° 0.91591111°
POINT SCALE: 0.99998877 0.99996156
COMBINED FACTOR: 0.99999351 0.99996630
CONTRIBUTED BY
richard.girard
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.