Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved. All rights reserved G E O P A K Project: 17BP.1.R.50 Tip No: 47-0003 L&S No: 01-13-018 County: HYDE Subject: STR# 470003 ON NC 94 over Lake Mattamuskeet Date: March, 2013 Data Directory: N/A Mapping Units: US Feet LOCATION & SURVEYS UNIT-PLYMOUTH FIELD OFFICE LOCATING ENGINEER: CASEY K WHITLEY, PE (252-791-0295) =============================================================================== PROJECT DATUM DESCRIPTION: 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: 646034.48(ft) EASTING: 2829049.01(ft) ELEVATION: 4.33(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999887227 =============================================================================== 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: BL1 BL2 BL3 -BL- ========================================================================================= BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BL1 BL-1 645845.1320 2829064.9150 4.11 11+99.63 15.46 RT BL2 BL-2 646034.4790 2829049.0070 4.33 13+89.62 17.91 RT BL3 BL-3 646292.7855 2829022.1186 4.42 16+49.32 16.08 RT ========================================================================================= SUPPLEMETAL BENCHMARK **************************************** 236 ELEVATION = 5.20 N 645828 E 2829051 L STATION 11+84.00 0 RIGHT TBM-1 8" NAIL IN PAVEMENT ****************************************