PROJECT DESCRIPTION:                                                         
                                                                              
PROJECT NUMBER: 45615.1.1 HALIFAX CO.  L&S # 04-16-014               
BRIDGE #65 ON SR 1100 (BELLS BRIDGE ROAD) OVER DEEP CREEK
JOB ID NO. - N/A

DATE OF SURVEY: APRIL 11th-18th, 2016
                                                               
FILE COMPILED BY: SCOTT WILLIAMS, PLS                                                
CHECKED BY: MICHAEL W. ZMUDA, PLS                                    
                                                                              
========================================================================   
                                                                              
SPECIAL NOTES:                                                                
   A)THIS IS AN ENGLISH PROJECT.                                               
   B)PROJECT MAPPING SCALE : 1"=50'                                           
   C)ALL BASELINE POINTS ARE REBAR W/ALUMINUM CAP UNLESS OTHERWISE NOTED.             
   D)ALL BASELINE POINTS ARE SET TO BENCHMARK SPECIFICATIONS UNLESS
     OTHERWISE NOTED.
                                                                 
=========================================================================   
                                                                              
PERSONNEL:                                                              
                                                                              
MICHAEL W, ZMUDA, PLS       SURVEY MANAGER            804-323-9900
SCOTT WILLIAMS, PLS         PROJECT MANAGER            
ERIC SLAVEN                 PARTY CHIEF                                                
PATRICK ATKINS              SURVEY CREW MEMBER                                                
                   
=========================================================================   
DATUM DESCRIPTION :                                                           
                                                                              
    THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT                
    IS BASED ON THE NAD 1983/NA 2011 STATE PLANE COORDINATES FOR NCDOT
    GPS MONUMENT "B5660-2" WITH A NORTHING OF 849849.242', AN EASTING OF
    2463795.767', AND AN ELEVATION OF 82.20'.
    THE AVERAGE COMBINED FACTOR USED ON THIS PROJECT (GROUND TO GRID)
    IS 0.99997747; (1/x 1.00002253). ALL LINEAR   
    DISTANCES ARE LOCALIZED HORIZONTAL DISTANCES.
    THE VERTICAL DATUM (NAVD88) IS BASED ON STATIC GPS OBSERVATION POST
    PROCESSED THROUGH OPUS (GEOID12B)
                                                                  
                                                                                  
=========================================================================================

NCDOT GPS CONTROL MONUMENTS LOCALIZED

Point                 North                East            Elevation
-----------      ------------------   -------------------  ------------

B5660-1            849755.493        	2464172.166	    83.38
B5660-2            849849.242        	2463795.767	    82.20
B5660-3            849026.749         	2459729.949	    80.12 
B5660-4            848891.542        	2459302.862	    86.08
=========================================================================
Chain BL contains:
 GPS4 GPS3 505 504 503 502 501 500 GPS2 GPS1

Beginning chain BL description
===============================================================================

Point GPS4 (B5660-4)   N     848,891.542 E   2,459,302.862  ELEV     86.08 Sta     5+00.00
Course from GPS4 to GPS3 N 72 25' 59.80" E Dist 447.978

Point GPS3 (B5660-3)   N     849,026.749 E   2,459,729.949  ELEV     80.12 Sta     9+47.98

Course from GPS3 to 505 N 72 34' 21.79" E Dist 554.573

Point 505  (BL-505)    N     849,192.841 E   2,460,259.066  ELEV     74.31 Sta    15+02.55

Course from 505 to 504 N 72 45' 21.47" E Dist 663.877

Point 504  (BL-504)    N     849,389.642 E   2,460,893.102  ELEV     72.19 Sta    21+66.43

Course from 504 to 503 N 72 14' 23.47" E Dist 539.267

Point 503  (BL-503)    N     849,554.136 E   2,461,406.669  ELEV     72.24 Sta    27+05.70

Course from 503 to 502 N 72 22' 33.99" E Dist 645.320

Point 502  (BL-502)    N     849,749.518 E   2,462,021.700  ELEV     71.51 Sta    33+51.01

Course from 502 to 501 N 69 59' 45.99" E Dist 699.174

Point 501  (BL-501)    N     849,988.694 E   2,462,678.693  ELEV     72.03 Sta    40+50.19

Course from 501 to 500 S 88 10' 15.47" E Dist 602.114

Point 500  (BL-500)    N     849,969.476 E   2,463,280.500  ELEV     74.84 Sta    46+52.30

Course from 500 to GPS2 S 76 51' 55.47" E Dist 529.109

Point GPS2 (B5660-2)   N     849,849.242 E   2,463,795.767  ELEV     82.20 Sta    51+81.41

Course from GPS2 to GPS1 S 76 00' 50.47" E Dist 387.898

Point GPS1 (B5660-1)   N     849,755.493 E   2,464,172.166  ELEV     83.38 Sta    55+69.31

===============================================================================
Ending chain BL description



****************************************
30055 (TBM-1)       ELEVATION = 70.57
N 849599.95      E 2461587.29
BL STATION 28+92.00 11 RIGHT
SPIKE IN 30" GUM
****************************************
****************************************
30582 (TBM-2)       ELEVATION = 70.10
N 849402.31      E 2460760.56
BL STATION 20+44.00 51 LEFT
SPIKE IN 15" MAPLE
****************************************