Copyright (2000) GEOPAK Corporation =========== All rights reserved G E O P A K Project: 50196.1.1 Tip No: R-5738 L&S No: 01-16-028 County: DARE Subject: SR 1208 (WEST KITTY HAWK RD) FROM SR 1210 (BOB PERRY RD) TO IVY LANE Date: MARCH-2016 Mapping Units: US Feet LOCATION & SURVEYS UNIT-PLYMOUTH FIELD OFFICE LOCATING ENGINEER: CASEY WHITLEY, PE (252-791-0295) ============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83/2011 STATE PLANE COORDINATES FOR (GPS MON) "R5738-2"- N:859,344.698 (US FEET) E:2,964,434.584 (US FEET) USING AN AVERAGE COMBINED GRID FACTOR (GROUND TO GRID) OF 0.999979893. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL GRID DISTANCES, UNITS ARE "US FEET". VERTICAL DATUM IS NAVD 88. ============================================================================== 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 ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- R57381 R5738-1 (GPS MON) 859013.5380 2963550.9050 2.41 OUTSIDE PROJECT LIMITS R57382 R5738-2 (GPS MON) 859344.6980 2964434.5840 1.20 OUTSIDE PROJECT LIMITS BL20 BL-20 859353.1070 2964856.8190 3.65 12+73.79 13.05 RT BL21 BL-21 859846.6310 2965188.4710 2.57 19+15.84 20.56 LT BL22 BL-22 860396.4230 2965243.0060 2.38 24+65.17 26.19 LT BL23 BL-23 860885.5050 2965537.3060 2.28 30+29.95 23.65 LT BL24 BL-24 861259.1040 2966072.2050 2.31 36+79.31 30.65 LT BL25 BL-25 861289.6870 2966754.8890 1.70 43+62.57 14.99 RT BL26 BL-26 860999.7020 2967171.2360 1.79 48+99.90 12.77 LT BL27 BL-27 860625.5950 2967504.4270 1.69 53+99.25 17.52 RT BL28 BL-28 860731.8420 2968028.2820 2.23 59+35.56 13.27 LT BL29 BL-29 860196.0350 2968489.5690 2.23 66+35.96 24.27 RT R57383 R5738-3 (GPS MON) 860301.2220 2968962.1780 1.68 OUTSIDE PROJECT LIMITS R57384 R5738-4 (GPS MON) 860314.1360 2969813.1950 4.18 OUTSIDE PROJECT LIMITS ========================================================================================= **************************************** BM10 ELEVATION = 3.64 N 859353 E 2964480 BL STATION 14+89.00 7 LEFT R/R SPIKE IN BASE OF 20" PINE **************************************** **************************************** BM11 ELEVATION = 3.56 N 861382 E 2966916 BL STATION 49+99.00 167 LEFT R/R SPIKE IN BASE OF 20" PINE **************************************** **************************************** BM12 ELEVATION = 3.99 N 860069 E 2968629 BL STATION 72+78.00 154 RIGHT R/R SPIKE IN BASE OF 20" PINE ****************************************