Shared Solution

PID: BBGP63
Designation: 863 5027 D
Stamping: 5027 D 2017
Stability: Monument will probably hold position well
Setting: Stainless steel rod in sleeve (10FT+ or 3.048M+)
Mark Condition: G
Description: THE MARK IS A STAINLESS STEEL ROD DRIVEN 8.2 M (27 FT) AND IS SET INTO A 120 LB CONCRETE KICK BLOCK. IT IS 34.57 M (113.4 FT) SOUTHWEST OF THE CENTERLINE OF WELSH ROAD, 31.10 M (102.0 FT) WEST OF THE CENTERLINE OF SOUTHERNMOST TREE AT THE SOUTHERN MOST END OF GRASSY FIELD AT WELSH AND JENKINS INTERSECTION, AND 21.9 M (71.9 FT) NORTH-NORTHEAST OF N CORNER OF CANNON CONCRETE PAD.
Observed: 2022-05-17T17:45:00Z more obs 2019-10-07
Source: OPUS - page5 2008.25
Close-up View
REF_FRAME:   NAD_83(2011) EPOCH:   2010.0000 SOURCE:   NAVD88 (Computed using GEOID18) UNITS:  m  SET PROFILE   DETAILS
LAT: 38° 19' 35.78722" ±  0.007   m
LON: -77° 2' 17.96460" ±   0.000   m
ELL HT: -29.078 ±   0.005   m
X: 1123740.594 ±   0.002  m
Y: -4882352.062 ±   0.008  m
Z: 3933930.154 ±   0.003  m
ORTHO HT: 4.262 ±  0.041   m
UTM  18 SPC  4501(VA N)
NORTHING: 4244019.683m 2074269.401m
EASTING: 321828.486m 3627800.810m
CONVERGENCE: -1.26438611° 0.91225833°
POINT SCALE: 0.99999096 0.99996120
COMBINED FACTOR: 0.99999552 0.99996576
CONTRIBUTED BY
aaron.harris
National Oceanic and Atmospheric Administration
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.