Copyright (1998) GEOPAK Corporation                           ===========      
All rights reserved                                           G E O P A K      
Project: 8.1301801	
Tip No: B-3453
L&S No: 04-01-039
County: EDGECOMBE-HALIFAX 	                                                       
Subject: BRIDGE REPLACEMENT SURVEY FOR BRIDGE #23 OVER FISHING CREEK ON US-301
AND BRIDGE #17 OVER FISHING CREEK OVERFLOW ON US-301.
Date: OCTOBER, 2001 - DECEMBER, 2001.
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 NAD 1983/95 STATE PLANE
COORDINATES FOR NCDOT MONUMENT "GPS B4134-1" - N: 874849.507 (US FT) 
E: 2446551.521 (US FT) - USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO
GRID) OF 0.99999848.  ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES,
UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD88.

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BL= ALONG THE SHOULDER OF US 301


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

BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1             GPS B3453-1      874099.1040     2385789.4250            92.89          OUTSIDE PROJECT LIMITS 
2             GPS B3453-2      875310.2350     2385852.2630            96.00          OUTSIDE PROJECT LIMITS
3                    BL-3      876477.7760     2385914.6560            99.42         21+08.12         14.25 RT
4                    BL-4      877345.8700     2385959.4590            97.15         29+77.37         14.20 RT
5                    BL-5      878522.4790     2386106.4810           101.19         41+60.09         42.27 LT

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BM6       ELEVATION = 96.75
N 875176      E 2385830
L STATION 10+00
S 12^ 49' 02" W  DIST    200.21
I.P. AND CAP SET +/- 0.70' DEEP.
STAMPED B-3453 BM6
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BM9       ELEVATION = 90.59
N 876478      E 2386252
L STATION 21+26 351 RIGHT
R/R SPIKE SET IN BASE OF 42" SWEET GUM
TREE +/- 0.80' OFF OF THE GROUND.
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BM10       ELEVATION = 92.58
N 877363      E 2385750
L STATION 29+84 195 LEFT
R/R SPIKE SET IN BASE OF 14" BEECH TREE
+/- 1.60' OFF OF THE GROUND.
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BM11       ELEVATION = 106.90
N 878879      E 2386350
L STATION 44+35
N^ 26^ 34' 38" E  DIST   151.90
I.P. AND CAP SET +/- 0.40' DEEP.
STAMPED B-3453 BM11.
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