Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved.         
All rights reserved                                           G E O P A K       
Project: 33701.1.1	
Tip No: B-4435
L&S No: 01-08-010
County: BERTIE 	                                                       
Subject: REPLACEMENT OF BRIDGE No. 44 OVER ROQUIST CREEK SR 1100 (GRABTOWN ROAD). 
Date: MAY, 2008 
Data Directory: N/A
Mapping Units: US Feet



LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE
LOCATING ENGINEER: JASON M. SMITH (252-792-7283)
===============================================================================

PROJECT DATUM DESCRIPTION:

LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83/95 STATE PLANE
COORDINATES FOR NCDOT MONUMENT "GPS MON B4435-1" - N: 819872.337 (US FT)
E: 2590140.535( US FT) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED
TO GRID) OF 0.9999592. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL 
DISTANCES, UNITS ARE "US SURVEY FOOT". THE VERTICAL DATUM IS
NAVD 88.("US SURVEY FT").

===============================================================================

BASE LINE TRAVERSE STATIONS ARE 5/8" REBAR WITH STANDARD ALUM. CAP, 
BURIED +/- 0.4 FT DEEP UNLESS OTHERWISE NOTED!

===============================================================================

-BL- IS ALONG THE SHOULDER OF SR 1100 (GRABTOWN ROAD).

===============================================================================
BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
B44352        GPS B4435-2      818879.2670     2590808.1170        25.76        OUTSIDE PROJECT LIMITS                 
BL3                  BL-3      819317.3890     2590518.8030        25.52               14+76.27         13.50 RT
B44351        GPS B4435-1      819872.3370     2590140.5350        25.24               21+47.88         12.87 RT
===============================================================================


SUPPLEMENTARY BENCHMARKS


****************************************
BM4       ELEVATION = 24.26
N 818855      E 2590924
L STATION 10+00
S 64^ 51' 17.9" E  Dist    160.00
R/R SPIKE IN BASE OF 30" PINE
****************************************
****************************************
BM5       ELEVATION = 25.22
N 819862      E 2590095
L STATION 21+75 25 LEFT
R/R SPIKE IN BASE OF 12" GUM
****************************************