Shared Solution

PID: BBDN10
Designation: 946 2955 B
Stamping: 2955 B 2013
Stability: Monument will probably hold position well
Setting: Stainless steel rod in sleeve (10FT+ or 3.048M+)
Mark Condition: G
Description: From the False Pass gravel airstrip, proceed NNW on Beach Rd for 0.5 km (0.3 mi), the bench mark is a SS rod set 48.85 m (160.3 ft) SSW of telephone box #3, 19.00 m (62.3 ft) SW of centerline of Beach Rd, 14.75 m (48.4 ft) SSE of centerline of a private gravel driveway, and 12.12 m (39.8 ft) NNW of alder vegetation line. The datum point is set 2 cm (0.1 ft) below grade, being the top of a SS rod driven 13.2 m (43.3 ft) to refusal, in a 0.9 m (3 ft) sleeve encased in a 5-inch NOS logo cover.
Observed: 2013-05-19T15:42:00Z more obs 2014-06-11
Source: OPUS - page5 1209.04
Close-up View
REF_FRAME:   NAD_83(2011) EPOCH:   2010.0000 SOURCE:   NAVD88 (Computed using GEOID12B) UNITS:  m  SET PROFILE   DETAILS
LAT: 54° 51' 13.99036" ±  0.006   m
LON: -163° 24' 48.37969" ±   0.005   m
ELL HT: 22.501 ±   0.005   m
X: -3526795.605 ±   0.008  m
Y: -1050482.766 ±   0.003  m
Z: 5192055.317 ±   0.002  m
ORTHO HT: 5.654 ±  0.011   m
UTM  3 SPC  5010(AK10)
NORTHING: 6079685.451m 499508.799m
EASTING: 601854.085m 1804650.486m
CONVERGENCE: 1.29742056° 10.03051243°
POINT SCALE: 0.99972727 1.00047622
COMBINED FACTOR: 0.99972375 1.00047269
CONTRIBUTED BY
daniel
JOA Surveys, LLC
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.