Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved.         
All rights reserved                                           G E O P A K       
Project: 17BP.1.R.50	
Tip No: 47-0005
L&S No: 01-13-024
County: HYDE	                                                       
Subject: BRIDGE NO.470005 ON SR 1302,HIGGINSPORT ROAD
Date: March, 2013 
Data Directory: N/A
Mapping Units: US Feet



LOCATION & SURVEYS UNIT-PLYMOUTH FIELD OFFICE
LOCATING ENGINEER: CASEY K WHITLEY, PE (252-791-0295)
===============================================================================

PROJECT DATUM DESCRIPTION:

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
JOYNER KEENY FOR MONUMENT "BL-2" WITH NAD 83/CORS 96 STATE PLANE
GRID COORDINATES OF NORTHING: 673653.11(ft) EASTING: 2759435.03(ft)
ELEVATION:  4.38(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS:  0.999894044

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

NOTE:  	ALL -BL- POINTS ARE BASELINE NCDOT TRAVERSE MONUMENTS. 
				ALL BASELINE POINTS ARE 30" #5 REBAR WITH ALUMINUM TRAVERSE CAPS. 
        NO OTHER POINTS SHOWN ARE SET UNLESS NOTED. ALL DISTANCES 
        SHOWN ARE GROUND DISTANCES IN SURVEY FEET UNLESS OTHERWISE STATED.  
        ALL COORDINATES AND ELEVATIONS ARE IN SURVEY FEET UNLESS OTHERWISE
        NOTED.

=========================================================================================
Chain BL contains:
	 BL1 BL2 BL3 
-BL- 
=========================================================================================
BL
    POINT          DESC.           NORTH             EAST          ELEVATION           L STATION       OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
BL1                      BL-1      673633.4783     2758997.9982             4.04          7+56.52         14.25 RT
BL2                      BL-2      673653.1090     2759435.0270             4.38         11+93.99         14.07 RT
BL3                      BL-3      673661.6156     2759896.4741             3.86         16+58.00         18.87 RT
=========================================================================================

SUPPLEMETAL BENCHMARK


****************************************
795       ELEVATION = 3.37
N 673698      E 2759387
L STATION 11+48.00 33 LEFT
TBM-1 8" BRIDGE SPIKE IN BASE OF 12" GUM
****************************************