TIP:B4528 PROJECT:38402.1.2 DATE OF SURVEY TUESDAY, MAY 31, 2016 STRUCTURE #25 PREPARED BY: JOYNER KEENY ASSOCIATES 1051 N. WINSTEAD AVE. ROCKY MOUNT, NC 27804-7533 (252)977-3124 ****************************************************************************************** PERSONNEL ****************************************************************************************** STEPHEN R. WOLFE, PLS PROJECT MANAGER JUSTIN KEENY PARTY CHIEF MATT SHERRICK CREW HELPER R.A.PITTMAN CADD TECHNICIAN ****************************************************************************************** DESCRIPTION:BRIDGE#25 OVER TYSON MARSH CANAL ON SR-1149 (WARRENTOWN ROAD) SOUTHWEST OF SNOW HILL ****************************************************************************************** PROJECT DATUM: THIS IS AN ENGLISH PROJECT BASED ON NAD83/NA 2011 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 JKA FOR MONUMENT "GPS-2" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING:614996.5080(ft) EASTING:2381025.4230(ft) ELEVATION:64.51(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS:0.999880068 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. BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- GPS1 GPS1 614832.4833 2380454.5075 72.74 OUTSIDE PROJECT LIMITS GPS2 GPS2 614996.5080 2381025.4230 64.51 10+17.23 13.04 LT BL3 BL3 615035.2999 2381372.8415 62.47 13+63.41 17.65 LT BL4 BL4 614928.9106 2381699.2866 61.79 17+02.53 17.28 LT BL5 BL5 614738.6961 2382075.8269 60.58 21+25.73 16.20 LT **************************************** 5203 ELEVATION = 54.59 N 614840 E 2381732 L STATION 18+56.00 64 RIGHT BM#1 RR SPIKE IN BASE OF 18" OAK ****************************************