Shared Solution

PID: HT2392
Designation: 941 4519 A TIDAL
Stamping: 4519 A 1976
Stability: Monument will probably hold position well
Setting: Copper-clad steel rod without sleeve (10FT+ or 3.048M+)
Mark Condition: G
Description: FROM STATE HWY 17, EXIT AT THORNTON AVE, GO SW TO CEDAR BLVD AND TURN LEFT, GO TO CENTRAL AVE AND TURN RIGHT, GO TO 7220 CENTRAL AVE AND TURN INTO LOT. GO .11 MI AND TURN RIGHT AFTER THE FENCE, GO .4 MI AND TURN LEFT AT T JUNCTION, GO .11 MI AND TURN RIGHT AT A Y, GO .4 MI AND TURN RIGHT AT T-JUNCTION, GO .65 MI AND TURN RIGHT AT A Y AFTER SHACK, GO 30 FT TURN LEFT AT A Y AND THEN 1.05 MI TO A T JUNCTION. THE MARK IS 13 FT SSE OF THE CENTER LINE OF THE ROAD AND 2.5 FT EAST OF WITNESS POST.
Observed: 2007-08-20T17:46:00Z more obs 2002-09-19 more obs Original
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: 37° 29' 37.92747" ±  0.006   m
LON: -122° 2' 47.57132" ±   0.004   m
ELL HT: -29.733 ±   0.024   m
X: -2688482.425 ±   0.011  m
Y: -4294703.453 ±   0.015  m
Z: 3861006.110 ±   0.014  m
ORTHO HT: 2.823 ±  0.057   m
UTM  10 SPC  403(CA 3)
NORTHING: 4150087.997m 611430.162m
EASTING: 584283.637m 1863249.201m
CONVERGENCE: 0.58037826° -0.94684598°
POINT SCALE: 0.99968750 0.99993920
COMBINED FACTOR: 0.99969216 0.99994387
CONTRIBUTED BY
courtney.lindo
NOAA, National Geodetic Survey
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.