TIP:B530159 PROJECT:WBS#17BP.2.R.73 DATE OF SURVEY MONDAY, MAY 4 2016 STRUCTURE #159 PREPARED BY: JOYNER KEENY ASSOCIATES 1051 N. WINSTEAD AVE. ROCKY MOUNT, NC 27804-7533 (252)977-3124 ******************************************************************************** PERSONNEL ******************************************************************************** STEPHEN R. WOLFE, PLS PROJECT MANAGER JIMMY BAILEY PARTY CHIEF EDUARDO LUNA CREW HELPER R.A.PITTMAN CREW HELPER, cADD TECHNICIAN ******************************************************************************** DESCRIPTION:BRIDGE#159 OVER FORK OF SOUTHWEST CREEK ON SR-1803 BRITISH RD. ******************************************************************************** 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:551181.6700(ft) EASTING: 2451774.8190(ft) ELEVATION:35.38(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS:0.999876601 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 ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 GPS1 550903.1966 2451494.9665 37.20 10+73.23 13.40 LT 2 GPS2 551181.6700 2451774.8190 35.38 14+67.06 14.63 LT 3 BL3 551577.8630 2452171.0465 34.43 OUTSIDE PROJECT LIMITS **************************************** 821 ELEVATION = 36.76' N 551194 E 2451874 BL STATION 9+74.00 61' RIGHT BM#1 RR SPIKE IN BASE OF 30" PINE ****************************************