Copyright (1998) GEOPAK Corporation                           ===========       
All rights reserved                                           G E O P A K       
Project:   8.2030401 TIP ID # B-3636                                                                
Tip No: B-3636
L&S No: 01-04-037  
County: CHOWAN
Subject:BRIDGE NO.16 ON SR 1222 OVER ROCKY HOCK CREEK                                                                    
Date: DECEMBER,2004                              
Data Directory: N/A                         
Mapping Units: US Feet  


LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE
LOCATING ENGINEER= HUGH A. SORRELL, PLS (252-792-7283)                                                                                                                                                              
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PROJECT DATUM DESCRIPTION:
LOCALIZED PROJECT COORDINATES ARE BASED ON THE HARN-NAD83/95 STATE PLANE COORDINATES 
FOR GPS"B3636-P2" - N: 878213.149 (US FT) E: 2688235.287 (US FT) - USING AN 
AVERAGE COMBINED GRID FACTOR (LOCALIZED TO GRID) OF 0.99999828. ALL LINEAR 
DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES, UNITS ARE "US SURVEY FOOT". 
VERTICAL DATUM IS NAVD88.
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BASE LINE TRAVERSE STATIONS ARE 5/8" REBAR WITH STANDARD ALUM. CAP, UNLESS 
OTHERWISE NOTED!!
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BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1              BL-1                878508.4090     2687882.0460             7.24      OUTSIDE PROJECT LIMITS                 
2              B3636-P2            878213.1490     2688235.2870             6.22      OUTSIDE PROJECT LIMITS                 
4              B3636-P4            877676.0850     2688918.3570             5.74         16+13.52         16.41 LT
5              BL-5                877165.1920     2689529.7590            11.28         24+09.99         13.23 RT
6              B3636-P6            877004.5010     2690005.3680            20.68      OUTSIDE PROJECT LIMITS                 

               

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BM10       ELEVATION = 1.90
N 877674      E 2688807
L STATION 15+30 57 RIGHT
R/R SPIKE IN BASE OF 12" GUM
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BM11       ELEVATION = 17.37
N 876933      E 2689950
OUTSIDE PROJECT LIMITS
R/R SPIKE IN BASE OF 30" OAK
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