Copyright (2000) GEOPAK Corporation                           ===========       
All rights reserved                                           G E O P A K      
Project: 8.2010501 (WBS# 33394.1.1)	
Tip No: B-4027
L&S No: 01-04-030
County: BERTIE 	                                                       
Subject: BRIDGE REPLACEMENT SURVEY FOR BRIDGE #11 OVER CASHIE RIVER ON SR 1219.
Date: SEPTEMBER, 2004.
Data Directory: N/A
Mapping Units: US Feet
                                   
                            

LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE
LOCATING ENGINEER: HUGH A. SORRELL, PLS (252-792-7283)                                                                                                                                                              
==============================================================================
    PROJECT DATUM DESCRIPTION:

LOCALIZED PROJECT COORDINATES ARE BASED ON THE HARN-NAD 1983/95 STATE PLANE
COORDINATES FOR NCDOT MONUMENT "GPS B4027-1" - N: 868538.765 (US FT) 
E: 2554185.997 (US FT) - USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO
GRID) OF 0.99999200.  ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES,
UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD88.

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

BL= ALONG THE SHOULDER OF SR 1219 (FRANCIS MILL ROAD)


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

NOTE: GPS B-4027-1 IS BEHIND ROAD DITCH AND UNDER POWER LINE, +/- 1.3' DEEP.


CONTROL DATA 
=====================================================================================

BL
POINT          DESC.           NORTH             EAST          ELEVATION     L STATION       OFFSET
------------ ------------ ---------------- ---------------- ------------- ---------------- ----------
BL1          GPS B4027-1    868538.7650     2554185.9970         48.60      OUTSIDE PROJECT LIMITS                 
BL3                 BL-3    869255.1770     2554821.9690         45.28        17+70.27      12.30 LT
BL2          GPS B4027-2    869733.0080     2555221.9200         46.07        23+92.61      12.35 RT



BENCHMARK DATA
=====================================================================================

****************************************
BM6       ELEVATION = 47.51
N 868618      E 2554182
L STATION 10+00
S 57^ 06' 14.3" W  Dist    137.40
R/R SPIKE IN BASE OF 16" GUM
****************************************
****************************************
BM7       ELEVATION = 44.31
N 869866      E 2555206
L STATION 24+58
N 29^ 14' 13.7" W  Dist     79.38
R/R SPIKE IN BASE OF 16" OAK
****************************************
****************************************