Copyright: (c) 2004 Bentley Systems, Incorporated. All rights reserved. All rights reserved G E O P A K Project: 17BP.1.R.67 Tip No: 47-0056 L&S No: 01-16-053 County: HYDE Subject: BRIDGE NO. 56 ON US 264 OVER LONG SHOAL RIVER Date: AUGUST 2016 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: 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 JOYNER KEENY FOR MONUMENT "BL-2" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 704527.35(ft) EASTING: 2923740.17(ft) ELEVATION: 3.24(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999902145 =============================================================================== BASE LINE TRAVERSE STATIONS ARE 5/8" REBAR WITH STANDARD ALUM. CAP, BURIED +/- 0.4 FT DEEP UNLESS OTHERWISE NOTED! BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 (GPS MON (BL-1) 704602.8794 2923128.8492 2.81 OUTSIDE PROJECT LIMITS 2 (GPS MON (BL-2) 704527.3520 2923740.1700 3.24 14+26.81 20.25 RT 3 (BL-3) 704481.0205 2924153.1156 1.60 OUTSIDE PROJECT LIMITS **************************************** 4 ELEVATION = 3.09 N 704537 E 2923897 L STATION 15+82.00 9 LEFT RAILROAD SPIKE IN NORTH EP OF US 264 ****************************************