Copyright (2000) GEOPAK Corporation                           ===========       
All rights reserved                                           G E O P A K       
Project:WBS 35742.1.1	
Tip No: U-4438
L&S No: 01-06-032
County: PASQUOTANK	                                                       
Subject:ELIZABETH CITY US 158 FROM NC 34 TO US 17B(ROAD ST.)
        B-4921, BRIDGE NO. 19 OVER PASQUOTANK RIVER
Date: JUNE 2010
Data Directory: N/A
Mapping Units: US Feet
                                                                      
LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE
LOCATING ENGINEER: JASON SMITH (252-792-7283)  
==============================================================================
PROJECT DATUM DESCRIPTION:


LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83 STATE PLANE
COORDINATES FOR NCDOT (GPS) "R2414-1"- N:940,029.4487 (US FEET)
E:2,820,638.4729 (US FEET)USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED
TO GRID) OF 1.0000523. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL
DISTANCES, UNITS ARE "US FEET". VERTICAL DATUM IS NGVD29.

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

SPECIAL NOTES:
A) ALL BASELINE POINTS ARE MAG NAIL & BRASS WASHER, 36" REBAR WITH CAP, OR
NCGS RODMARKS.
B) Contact the Location and Survyes Williamston Office if utilizing GPS/VRS
on this project for a site calibration. 

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


BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
JASON1  NCGS RODMARK "JASON"      940745.8510     2817298.7230             5.96         10+33.42         26.38 RT
BL1                     BL-1      940738.9090     2817302.1340             6.31         10+40.21         30.09 RT
CASEY1  NCGS RODMARK "CASEY"      940460.8270     2817660.2030             3.93         14+87.88         60.47 RT
BL2                     BL-2      940307.7430     2818124.9030             2.86         19+62.36         43.41 RT
BOBBY1  NCGS RODMARK "BOBBY"      940232.3790     2818860.8760             2.60         26+98.93         33.30 LT
BL3                     BL-3      940232.7580     2818915.8510             2.97         27+53.25         43.10 LT

 BL
    POINT          DESC.           NORTH             EAST          ELEVATION          L1 STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
BL4                     BL-4      940037.3680     2819565.5390             4.61         11+06.13         33.30 RT
BIBLE1  NCGS RODMARK "BIBLE"      940924.2900     2819825.9130             6.64         12+55.64        870.73 LT
STUDY1  NCGS RODMARK "STUDY"      941684.3330     2820612.6100             5.60         19+38.08       1725.61 LT
BL5                     BL-5      939940.5390     2820514.8640             5.55         20+65.60         19.28 RT
3                BL-1 R2414A      939885.5440     2821364.3500             5.72         26+93.29        223.29 LT

------------------------------------------------------------------------------------------------------------------

BENCHMARKS





  JASON1       ELEVATION = 5.96
N 940746      E 2817299
L STATION 10+33.00 26 RIGHT
NCGS RODMARK "JASON"

CASEY1       ELEVATION = 3.93
N 940461      E 2817660
L STATION 14+88.00 60 RIGHT
NCGS RODMARK "CASEY"

BOBBY1       ELEVATION = 2.60
N 940232      E 2818861
L STATION 26+99.00 33 LEFT
NCGS RODMARK "BOBBY"

BIBLE1       ELEVATION = 6.64
N 940924      E 2819826
L1 STATION 12+56.00 871 LEFT
NCGS RODMARK "BIBLE"

STUDY1       ELEVATION = 5.60
N 941684      E 2820613
L1 STATION 19+38.00 1726 LEFT
NCGS RODMARK "STUDY"