Copyright (2000) GEOPAK Corporation =========== All rights reserved G E O P A K Project No:34983.1.1 Tip No: U-3826 L&S No: 04-04-046 County: EDGECOMBE Subject:DANIEL STREET EXTENSION Date: OCTOBER 2004 - MARCH 2005 Data Directory: N/A Mapping Units: US Feet LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE LOCATING ENGINEER: HUGH A. SORRELL, PLS (252-792-7283) =============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE HARN-NAD 1983/95 STATE PLANE COORDINATES FOR NCDOT MONUMENT "GPS U3826-P7" - N: 796,314.418 (US FT) E: 2,445,970.282 (US FT) - USING AN AVERAGE COMBINED GRID FACTOR(LOCALIZED TO GRID) OF 0.999942925 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES, UNITS ARE "US SURVEY FOOT". VERTICAL DATUM IS NAVD88. =============================================================================== BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BL20 (BL-20) 794756.4080 2437956.9900 42.12 OUTSIDE PROJECT LIMITS P3 (U3826-P3) 795349.2670 2438494.5850 44.93 10+30.81 44.83 LT BL22 (BL-22) 795660.3430 2439526.1170 41.58 21+25.22 0.01 RT BL23 (BL-23) 795610.5340 2439954.3040 46.86 25+56.30 1.63 RT BL24 (BL-24) 795555.7270 2440438.8420 39.53 30+43.93 0.63 RT BL25 (BL-25) 795519.5690 2440757.7450 42.50 33+64.87 0.06 RT BL26 (BL-26) 795435.1430 2441542.4330 29.41 41+54.07 5.86 LT BL27 (BL-27) 795370.5670 2442068.8980 31.83 46+84.46 1.96 LT BL28 (BL-28) 795229.0590 2442346.6700 35.20 49+76.60 106.84 RT BL29 (BL-29) 795343.7390 2442799.1130 34.18 54+12.95 58.86 LT BL30 (BL-30) 795235.0490 2443512.1430 43.99 61+33.73 32.48 LT BL31 (BL-31) 795143.4640 2444021.1950 52.17 66+49.92 0.25 RT BL32 (BL-32) 794976.5810 2445493.6540 52.23 81+31.81 2.46 LT BL33 (BL-33) 794965.0610 2446653.8830 50.74 92+76.69 87.60 RT P8 (U3826-P8) 795483.5690 2447230.5750 49.39 100+32.12 17.62 RT BY POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- P1 (U3826-P1) 796670.0190 2436917.4380 46.24 OUTSIDE PROJECT LIMITS BY41 (BY-41) 795879.0250 2437858.6470 41.99 10+06.15 16.24 LT EQP3 795349.2670 2438494.5850 44.93 18+29.61 31.94 LT BY42 (BY-42) 794641.4710 2438870.0730 42.51 26+25.38 15.64 RT BY1 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- P7 (U3826-P7) 796314.3930 2445970.2860 50.01 OUTSIDE PROJECT LIMITS BY143 (BY1-43) 795770.1010 2446341.5690 52.35 12+63.52 40.44 LT EQBL33 794965.0610 2446653.8830 50.74 21+18.50 41.20 LT BY144 (BY1-44) 794139.8140 2446679.3580 49.10 29+40.04 28.63 LT P9 (U3826-P9) 793359.2130 2446705.3260 48.15 OUTSIDE PROJECT LIMITS **************************************** BM50 ELEVATION = 42.03 N 795087 E 2438133 BL STATION 8+63 92 LEFT **************************************** **************************************** BM51 ELEVATION = 36.89 N 795478 E 2439961 BL STATION 28+30 131 RIGHT **************************************** **************************************** BM52 ELEVATION = 39.61 N 795181 E 2442248 BL STATION 51+82 88 RIGHT **************************************** **************************************** BM53 ELEVATION = 51.04 N 795308 E 2444292 BL STATION 72+04 194 LEFT **************************************** **************************************** BM54 ELEVATION = 49.79 N 795119 E 2446689 BL STATION 97+25 91 LEFT ****************************************