Copyright: (c) 2009 Bentley Systems, Incorporated. All rights reserved. Project: R5311A Subject: Date: Monday September 16, 2013 ============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83/2007 STATE PLANE COORDINATES FOR (GPS) "CENTROID1"- N:951,000.000 (US FEET) E:2,593,600.035 (US FEET) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO GRID) OF 1.00005802. 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 EL STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 20 R5311A-L-20 939493.2050 2586869.4914 57.83 289+65.95 24.97 LT 21 R5311A-L-21 939983.8809 2587258.9612 58.66 295+92.40 23.49 LT 22 R5311A-L-22 940631.4773 2587768.9701 59.98 304+16.71 24.68 LT 1 R5311A-1 941344.1050 2588425.6240 57.79 313+82.95 48.90 RT 23 R5311A-L-23 942020.3909 2588928.1016 57.13 322+25.11 24.01 RT 24 R5311A-L-24 942870.0080 2589602.6489 55.43 333+10.29 25.51 RT 25 R5311A-L-25 943592.1326 2590241.2233 53.56 342+76.69 25.25 RT 26 R5311A-L-26 944310.6607 2590887.9908 52.42 352+42.65 21.12 LT 3 R5311A-3 944967.4450 2591619.5340 50.96 362+24.19 34.54 RT 27 R5311A-L-27 945629.4681 2592261.3834 50.45 371+46.21 22.91 RT 28 R5311A-L-28 946091.9486 2592724.9064 51.42 378+00.99 25.52 RT 29 R5311A-L-29 946732.1480 2593359.6548 53.39 387+02.52 24.24 RT 30 R5311A-L-30 947287.2707 2593907.8358 53.03 394+82.68 21.56 RT 31 R5311A-L-31 947868.9895 2594266.5279 49.07 401+48.10 134.25 LT 209 R5311A-BY5-209 948542.7695 2594458.8461 48.14 407+61.49 472.94 LT 5 R5311A-5 948723.2700 2594339.5430 49.33 408+05.37 684.81 LT 32 R5311A-L-32 949049.2108 2594312.9509 48.23 410+17.76 933.49 LT 33 R5311A-L-33 949520.7869 2594402.1563 48.87 414+15.06 1202.73 LT BY POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 200 R5311A-BY-200 941725.4696 2587628.6820 54.73 17+01.48 15.29 LT 201 R5311A-BY-201 941552.5199 2587989.9629 54.35 21+00.86 15.23 RT 1 R5311A-1 941344.1050 2588425.6240 57.79 25+82.42 51.90 RT 2 R5311A-2 941093.7940 2589303.7020 52.74 34+91.57 32.44 LT BL1 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 9 R5311A-9 948823.0410 2589173.1680 53.79 OUTSIDE PROJECT LIMITS 34 R3511A-L1-34 948236.9524 2589487.2470 54.45 12+19.48 18.28 RT 35 R5311A-L1-35 947451.5353 2589979.4218 52.02 21+46.36 21.28 RT 36 R5311A-L1-36 946667.6890 2590472.1054 50.11 30+72.18 23.01 RT 4 R5311A-4 945890.7420 2590964.4000 51.02 39+91.96 21.39 RT 3 R5311A-3 944967.4450 2591619.5340 50.96 51+22.42 39.83 LT 37 R5311A-L1-37 944315.7932 2592004.4425 49.66 58+78.93 17.51 LT 38 R5311A-L1-38 943713.9638 2592385.8199 49.54 65+91.42 18.81 LT 39 R5311A-L1-39 943030.2072 2592816.2043 49.33 73+99.35 17.82 LT 40 R5311A-L1-40 942348.6785 2593248.1817 47.20 82+06.25 19.36 LT 41 R5311A-L1-41 941662.1246 2593677.2136 43.31 OUTSIDE PROJECT LIMITS **************************************** 256 ELEVATION = 55.41 N 941556 E 2588303 EL STATION 314+73.00 178 LEFT TBM2 **************************************** **************************************** 260 ELEVATION = 54.01 N 942815 E 2589619 EL STATION 332+78.00 73 RIGHT TBM3 **************************************** **************************************** 268 ELEVATION = 54.02 N 946728 E 2593201 EL STATION 385+87.00 86 LEFT TBM5 **************************************** **************************************** 271 ELEVATION = 52.37 N 948663 E 2594393 EL STATION 408+01.00 604 LEFT TBM6 **************************************** **************************************** 263 ELEVATION = 53.18 N 945769 E 2590966 Y2 STATION 40+95.00 85 RIGHT TBM4 **************************************** **************************************** 266 ELEVATION = 57.10 N 948264 E 2589403 Y2 STATION 11+52.00 75 RIGHT TBM7 **************************************** **************************************** 264 ELEVATION = 52.90 N 946790 E 2590481 Y2 STATION 29+74.00 50 LEFT TBM8 **************************************** **************************************** 275 ELEVATION = 50.04 N 943743 E 2592407 Y2 STATION 65+78.00 52 LEFT TBM9 **************************************** **************************************** 276 ELEVATION = 48.00 N 941878 E 2593644 Y2 STATION 88+16.00 103 LEFT TBM10 **************************************** **************************************** 10000 ELEVATION = 56.97 N 939435 E 2586923 EL STATION 289+54.00 53 RIGHT TBM1 ****************************************