Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved.         
All rights reserved                                           G E O P A K       
Project: 01-12-003U	
Tip No: 69-0092
L&S No: 01-11-051
County:PASQUOTANK                                                       
Subject: STRUCTURE NO. 690092 OVER CANAL 0N SR 1220
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 "BL1" - N: 895916.982(US FT)
E: 2812291.735( US FT) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED
TO GRID) OF 1.000009810 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL 
DISTANCES, UNITS ARE "US SURVEY FOOT". THE ELEVATIONS ON THIS PROJECT ARE
BASED ON  MONUMENT  "BL1" ELEV = 6.01'. 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        (GPS MON (BL-1)) N  895916.9820 E 2812291.7350  ELEV      6.01 STA     5+00.00

Course from BL1 to BL2   N 06^14'17.36" W  Dist    344.29

BL2          ((BL2))        N  896259.2323 E 2812254.3241  ELEV      5.52 STA     8+44.29

Course from BL2 to BL3   N 10^59'32.38" E  Dist    297.37

BL3        (GPS MON (BL-3)) N  896551.1470 E 2812311.0260  ELEV      4.21 STA    11+41.66
=========================================================================================

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BM10       ELEVATION = 5.34
N 896308      E 2812121
BL STATION 8+67.00 140 LEFT
R/R SPIKE IN 72 INCH OAK
****************************************
