Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved.         
All rights reserved                                           G E O P A K       
Project: 33730.1.1	
Tip No: B-4494
L&S No: 01-08-033
County: CURRITUCK 	                                                       
Subject: BRIDGE #3 OVER TULLS CREEK ON SR 1232(POYNER ROAD).
Date: AUGUST, 2008 
Data Directory: N/A
Mapping Units: US Feet



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

LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83/NSRS 2007 STATE PLANE
COORDINATES FOR NCDOT MONUMENT "B4494-1" - N: 1001625.661 (US FT)
E: 2859741.489( US FT) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED
TO GRID) OF 1.00010361. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL 
DISTANCES, UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD 88.

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

CONTROL DATA

BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
BL3                       BL3     1000734.8350     2860186.4050             0.61'     OUTSIDE PROJECT LIMITS                 
B44942      GPS MON (B4494-2)     1001165.4800     2859941.8520             1.31'        10+86.24         14.53 LT
B44941      GPS MON (B4494-1)     1001625.6610     2859741.4890             1.27'        15+86.30         14.59 LT
BL4                       BL4     1002591.4440     2859557.1850             2.96'     OUTSIDE PROJECT LIMITS


BENCHMARK DATA                 

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BM5       ELEVATION = 2.60'
N 1000648      E 2860154
L STATION 10+00
S 19^ 53' 26.3" E  Dist    474.45'
R/R SPIKE SET IN BASE OF 15" PINE
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****************************************
BM6       ELEVATION = 4.23'
N 1002324      E 2859526
L STATION 20+42
N 27^ 03' 14.6" W  Dist    281.09'
R/R SPIKE SET IN BASE OF 24" PINE
****************************************