Copyright (2000) GEOPAK Corporation =========== All rights reserved G E O P A K Project: 13701.1028016 Tip No: B-2500-B L&S No: 01-13-095 County: DARE Subject: Date: NOVEMBER, 2013 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(CORS96) STATE PLANE COORDINATES FOR NCDOT "CENTROID1" N: 710200.000 (US FT) E: 3045900.000 (US FT) - USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO GRID) OF 0.9999025167. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES, UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD88. ============================================================================== BASE LINE TRAVERSE STATIONS ARE 5/8" REBAR WITH STANDARD ALUM. CAP, BURIED +/- 0.6' DEEP. ============================================================================== ALONG SHOULDER OF NC 12. ============================================================================== BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- PI02 GPS MON 689140.5760 3049829.9150 3.03 OUTSIDE PROJECT LIMITS BL20 BL-20 689878.2620 3049817.8820 3.71 OUTSIDE PROJECT LIMITS ROD2 GPS MON 690498.6330 3049972.6680 2.07 4+36.86 23.28 RT BL21 BL-21 691567.5300 3050333.5430 4.04 13+40.35 243.54 RT BL22 BL-22 692380.0860 3050418.0750 3.33 15+98.24 965.51 RT BL23 BL-23 693475.6400 3050380.3960 2.98 17+21.30 1977.63 RT BL24 BL-24 694718.5540 3050304.7830 4.79 62+19.34 2625.63 RT BL25 BL-25 695603.8740 3050125.7210 3.44 71+13.96 2501.04 RT BL26 BL-26 696637.8790 3049777.0200 2.98 81+67.35 2216.23 RT PI03 GPS MON 697576.0440 3049488.3740 3.05 91+21.41 1985.49 RT PI04 GPS MON 698708.5150 3049388.1580 2.73 102+57.89 1954.71 RT BL27 BL-27 699522.2580 3049356.5970 3.78 110+72.04 1972.97 RT BL28 BL-28 700434.3760 3049155.4520 4.10 129+08.98 1547.10 RT BL29 BL-29 701303.6200 3048778.8310 3.14 134+86.12 809.13 RT BL30 BL-30 702161.9390 3048457.1770 6.48 140+60.66 216.12 RT BL31 BL-31 703152.1290 3048291.2310 3.47 150+04.89 42.56 RT BL32 BL-32 703929.2670 3048156.6830 3.61 157+94.02 23.81 RT ROD3 GPS MON 704757.6860 3047963.3960 2.63 2990+81.58 24.90 LT ROD4 GPS MON 705998.7620 3047790.6000 2.41 OUTSIDE PROJECT LIMITS