WBS NUMBER 34497.1.1 R-2707B CLEVELAND COUNTY SHELBY - US 74 W SR 1314 TO W OF NC 226 DATE OF SURVEY : MARCH, 2000 THRU NOVEMBER, 2000 BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- 72 BL 72 576680.3044 1220309.0066 838.40 216+75.12 545.72 RT 73 BL 73 576872.7786 1220584.3134 812.27 219+94.66 442.10 RT 74 BL 74 577109.3662 1220959.9758 833.61 224+23.06 325.63 RT 75 BL 75 577312.3431 1221369.8696 853.53 228+74.38 251.30 RT 76 BL 76 577698.6054 1222201.6874 873.50 237+82.77 125.00 RT 77 BL 77 577877.4566 1222710.9535 889.90 243+22.07 102.78 RT 78 BL 78 578523.0905 1224343.4117 857.82 260+71.94 37.59 LT 79 BL 79 578766.0758 1225055.6213 833.17 268+24.07 61.83 LT 80 BL 80 578897.8289 1225578.7159 851.41 273+62.83 34.96 LT 81 BL 81 579194.1181 1226908.2502 847.95 287+23.48 40.53 RT 82 BL 82 579500.3278 1228367.6384 844.88 302+17.83 49.76 RT 83 BL 83 579623.3137 1229442.5167 824.88 312+98.25 113.93 RT 84 BL 84 579861.5262 1230604.6440 753.71 324+84.02 78.87 RT 85 BL 85 579917.2312 1231047.6184 736.23 329+29.43 100.29 RT 86 BL 86 579999.9612 1231617.0553 778.41 334+94.85 143.73 RT 87 BL 87 580106.4693 1231965.8510 762.11 338+64.29 121.66 RT 88 BL 88 580182.1603 1232650.1704 746.27 345+67.32 147.66 RT 89 BL 89 580254.7601 1233031.0044 772.82 349+50.42 115.15 RT 90 BL 90 580499.7062 1234006.2199 807.65 359+47.10 36.13 RT 91 BL 91 580653.6979 1234513.7582 763.47 364+75.14 0.87 RT 92 BL 92 580787.4190 1234972.5183 778.06 369+52.98 1.52 RT 93 BL 93 581010.5855 1235703.0526 769.83 377+16.83 2.09 LT 94 BL 94 581155.9601 1236203.9489 717.34 382+38.41 1.97 RT 95 BL 95 581329.7707 1236682.0576 757.35 387+42.83 51.04 LT BY9 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ------------------- 360 BY9 360 581416.7323 1233713.6148 799.32 18+47.55 18.70 LT 361 BY9 361 580831.7503 1233650.7821 803.25 24+33.70 27.88 LT GPS 8 R2707-8 580239.3390 1233459.6170 811.53 30+53.94 24.73 RT GPS 7 R2707-7 579006.8290 1233137.4580 816.98 43+26.78 16.91 RT BY6 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ---------------------------------------------------------------------------------- 350 BY6 350 577523.1977 1221074.9543 835.21 226+53.96 36.53 LT 351 BY6 351 577499.1909 1221882.6446 863.19 234+19.37 222.47 RT 352 BY6 352 577479.5026 1222523.1124 882.29 240+26.13 428.47 RT 353 BY6 353 577475.5770 1223172.7895 871.02 246+46.29 622.09 RT BY7 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ---------------------------------------------------------------------------------- 354 BY7 354 579433.4648 1222439.4342 889.80 10+27.62 48.36 LT 355 BY7 355 578800.9780 1222568.4036 890.67 16+66.44 34.94 RT 356 BY7 356 578348.7630 1222909.1844 890.47 22+30.54 22.02 LT GPS 6 R2707-6 578041.4940 1223321.3870 881.43 27+57.44 48.36 LT GPS 5 R2707-5 577485.5880 1224323.7950 887.49 OUTSIDE PROJECT LIMITS BY8 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ---------------------------------------------------------------------------------- 357 BY8 357 578737.8507 1222867.6235 878.47 247+23.34 674.26 LT 358 BY8 358 578255.4401 1223549.2655 870.65 252+34.25 13.71 LT 359 BY8 359 578108.2606 1224289.2647 865.78 258+98.93 343.31 RT BY10 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ---------------------------------------------------------------------------------- 362 BY10 362 582016.7270 1236469.3313 733.57 386+84.78 767.58 LT 363 BY10 363 581443.2347 1236575.2458 752.92 386+64.10 184.80 LT 95 BL 95 581329.7707 1236682.0576 757.35 387+42.83 51.04 LT 364 BY10 364 581047.9599 1236951.0094 777.81 389+54.41 278.10 RT 365 BY10 36 580920.1510 1237376.2533 794.84 393+71.11 470.82 RT 366 BY10 366 580898.8189 1238009.8400 810.01 399+95.80 578.75 RT **************************************** 8 INCH NAIL IN BASE OF 10 INCH MAPLE L STATION 220+16.00 366 RIGHT N 576951 E 1220582 BM8 ELEVATION = 813.42 **************************************** **************************************** 8 INCH NAIL IN TOP OF 20 INCH PINE STUMP L STATION 236+14.00 210 RIGHT N 577568 E 1222066 BM9 ELEVATION = 866.89 **************************************** **************************************** PINE 8 INCH NAIL IN ROOT OF 18 INCH WHITE L STATION 249+98.00 91 LEFT N 578261 E 1223301 BM10 ELEVATION = 881.23 **************************************** **************************************** 8 INCH NAIL SET IN BASE OF DOUBLE POPLAR L STATION 266+07.00 83 RIGHT N 578565 E 1224891 BM11 ELEVATION = 830.29 **************************************** **************************************** 8 INCH NAIL IN TOP OF 9 INCH PINE STUMP L STATION 280+52.00 209 RIGHT N 578860 E 1226306 BM12 ELEVATION = 825.96 **************************************** **************************************** 8 INCH NAIL IN BASE OF 22 INCH WHITE OAK L STATION 295+39.00 64 LEFT N 579480 E 1227679 BM13 ELEVATION = 797.84 **************************************** **************************************** PINE 8 INCH NAIL IN BASE OF 15 INCH WHITE L STATION 308+95.00 244 RIGHT N 579425 E 1229068 BM14 ELEVATION = 812.07 **************************************** **************************************** 8 INCH NAIL IN ROOT OF 18 INCH POPLAR L STATION 324+68.00 177 RIGHT N 579762 E 1230605 BM15 ELEVATION = 776.99 **************************************** **************************************** 8 INCH NAIL IN BASE OF 24 INCH RED OAK L STATION 342+83.00 228 RIGHT N 580071 E 1232384 BM16 ELEVATION = 735.98 **************************************** **************************************** 8 INCH NAIL IN BASE OF 20 INCH SYCAMORE L STATION 385+52.00 94 LEFT N 581329 E 1236485 BM17 ELEVATION = 707.47 **************************************** **************************************** 8 INCH NAIL IN BASE OF 20 INCH WHITE OAK L STATION 388+83.00 141 RIGHT N 581170 E 1236857 BM18 ELEVATION = 778.74 ****************************************