Copyright (2000) GEOPAK Corporation                           ===========       
All rights reserved                                           G E O P A K      
Project: WBS 33387.1.1	
Tip No: B-4020
L&S No: 02-04-081   
County: BEAUFORT & PITT 	                                                       
Subject: BRIDGE NO. 8 OVER TRANTERS CREEK ON SR 1403 & SR 1567 
Date: JANUARY 2005 
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-NAD83/95 STATE PLANE
COORDINATES FOR NCDOT MONUMENT " B4020-1" - N: 665331.8090 (US FT) 
E: 2569591.0840  (US FT) - USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO
GRID) OF 0.99989259.  ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES,
UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD88.

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


BASE LINE TRAVERSE STATIONS ARE 5/8" REBAR WITH STANDARD ALUM. CAP, BURIED +/-  
0.4 FT DEEP UNLESS OTHERWISE NOTED!                     
============================================================================== 
Chain BL contains:
 BL3 BL4 BL5 BL6 BL1 BL2  
-BL- 
=========================================================================================
BL3          ((BL-3))       N  665320.2580 E 2567360.6860  ELEV      2.44 STA     5+00.00

Course from BL3 to BL4  N 87^ 02' 13.5" E  Dist    933.01

BL4          ((BL-4))       N  665368.4850 E 2568292.4510  ELEV      3.11 STA    14+33.01

Course from BL4 to BL5  S 84^ 18' 53.2" E  Dist    519.74

BL5          ((BL-5))       N  665316.9980 E 2568809.6340  ELEV      8.66 STA    19+52.75

Course from BL5 to BL6  S 87^ 39' 00.2" E  Dist    358.49

BL6          ((BL-6))       N  665302.2990 E 2569167.8190  ELEV      8.56 STA    23+11.24

Course from BL6 to BL1  N 86^ 00' 42.5" E  Dist    424.29

BL1          ((GPS B4020-1) N  665331.8090 E 2569591.0840  ELEV      6.85 STA    27+35.53

Course from BL1 to BL2  S 88^ 46' 39.4" E  Dist   1238.36

BL2          ((GPS B4020-2) N  665305.3910 E 2570829.1660  ELEV     11.41 STA    39+73.89
=========================================================================================

BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
BL3                    (BL-3)      665320.2580     2567360.6860             2.44      OUTSIDE PROJECT LIMITS                 
BL4                    (BL-4)      665368.4850     2568292.4510             3.11         15+44.15         17.99 LT
BL5                    (BL-5)      665316.9980     2568809.6340             8.66         20+62.48         18.70 RT
BL6                    (BL-6)      665302.2990     2569167.8190             8.56         24+20.97         18.52 RT
BL1             (GPS B4020-1)      665331.8090     2569591.0840             6.85         28+42.78         27.77 LT
BL2             (GPS B4020-2)      665305.3910     2570829.1660            11.41      OUTSIDE PROJECT LIMITS                 

****************************************
BM10       ELEVATION = 2.29
N 665413      E 2568325
L STATION 15+76 62 LEFT
RR SPIKE IN BASE OF 12" GUM
****************************************
****************************************
BM11       ELEVATION = 2.28
N 665171      E 2569158
L STATION 24+17 150 RIGHT
(NCGS "BEA 117")
****************************************
****************************************
BM12       ELEVATION = 2.28
N 665171      E 2569158
L STATION 24+17 150 RIGHT
NCGS "BEA 117"
****************************************