Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved.         
All rights reserved                                           G E O P A K       
Project: 178p.1.r.19
Tip No: 69-0004
L&S No: 01-12-002u
County:PASQUOTANK                                                       
Subject: STRUCTURE NO. 690004 OVER SYMOND CREEK ON SR1100
Date: MARCH, 2012 
Data Directory: N/A
Mapping Units: US Feet



LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE
LOCATING ENGINEER: CASEY K WHITLEY (252-792-7283)
===============================================================================

PROJECT DATUM DESCRIPTION:

LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83(CORS96) STATE PLANE
COORDINATES FOR NCDOT MONUMENT "BL2 - N: 899957.726(US FT)
E: 2817737.272( US FT) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED
TO GRID) OF 1.000012711 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL 
DISTANCES, UNITS ARE "US SURVEY FOOT". THE ELEVATIONS ON THIS PROJECT ARE
BASED ON MONUMENT "BL2" ELEV =2.94'. VERTICAL DATUM IS NAVD 88.

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

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

=========================================================================================
Chain BL contains:
	 BL1 BL2 BL3 
-BL- 
=========================================================================================
BL1          (BL1)          N  900036.3769 E 2817398.1832  ELEV      2.47 STA     5+00.00

Course from BL1 to BL2   S 76^56'28.63" E  Dist    348.09

BL2        ((GPS MON)  BL2) N  899957.7260 E 2817737.2720  ELEV      2.94 STA     8+48.09

Course from BL2 to BL3   N 84^59'52.89" E  Dist    404.50

BL3         ((GPS MON) BL3) N  899992.9940 E 2818140.2270  ELEV      2.31 STA    12+52.59
=========================================================================================

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BM10       ELEVATION = 2.31
N 899872      E 2817748
BL STATION 8+52.00 87 RIGHT
R/R SPIKE IN 10' PINE
****************************************
