STRUCTURE #710025		DATE OF SURVEY 03/8-12/2012

PREPARED BY:	JOYNER KEENY ASSOCIATES
			        1051 N. WINSTEAD AVE.
			        ROCKY MOUNT, NC 27804-7533
			        (252)977-3124
******************************************************************************
PERSONNEL
******************************************************************************
STEPHEN R. WOLFE, PLS	PROJECT MANAGER
THOMAS L. BOHRER, PLS	PROJECT SURVEYOR
JEREMY M. KEENY, PLS, PARTY CHIEF
******************************************************************************
DESCRIPTION:   PERQUIMANS COUNTY
               BRIDGE NO. 710025
               OVER A CANAL ON SR 1001             
******************************************************************************
PROJECT DATUM:   THIS IS AN ENGLISH PROJECT BASED ON NAD83/CORS 96 DATUM.
VERTICAL DATUM:  THIS IS AN ENGLISH PROJECT ON NAVD88 DATUM.

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:  953625.82(ft)  EASTING:  2744421.21(ft)
ELEVATION:  8.27(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS:  1.000059696

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:
	 1 2 3 
-BL- 
=========================================================================================
1            (BL-1)         N  953251.7570 E 2744238.2088  ELEV      9.98 STA     5+00.00

Course from 1 to 2    N 26^04'7.07" E  Dist    416.43

2            (BL-2)         N  953625.8190 E 2744421.2060  ELEV      8.27 STA     9+16.43

Course from 2 to 3   N 26^07'41.89" E  Dist    343.86

3            (BL-3)         N  953934.5361 E 2744572.6341  ELEV      9.62 STA    12+60.28
=========================================================================================
BENCHMARK
****************************************
TBM1       ELEVATION = 10.31
N 953715      E 2744391
BL STATION 9+83.00 66 LEFT
RAILROAD SPIKE IN BASE OF 24" OAK
****************************************
