BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 30 BL-30 533573.7810 1150287.3220 787.14 OUTSIDE PROJECT LIMITS 31 BL-31 534412.0450 1150426.9730 806.04 16+91.54 15.53 LT 32 BL-32 535063.8440 1150566.9900 814.82 23+57.82 14.74 RT 33 BL-33 535666.0260 1150705.6440 804.40 29+76.99 3.34 RT 34 BL-34 536350.7330 1150976.2870 791.91 37+13.80 20.86 RT GPS3 R2233AA-3 536825.2255 1151157.6025 782.28 42+21.74 17.48 RT GPS4 R2233AA-4 538268.4510 1151768.5528 826.06 57+88.31 62.61 RT 37 BL-37 538612.9910 1151897.8020 826.05 61+56.26 57.91 RT 38 BL-38 539149.4820 1152101.0220 817.37 67+29.93 52.43 RT 39 BL-39 539691.4440 1152287.2220 787.35 73+02.04 29.88 RT 40 BL-40 540174.5000 1152398.2610 751.94 77+95.16 0.58 LT 41 BL-41 540923.5530 1152476.1520 716.72 85+50.27 4.68 LT 42 BL-42 541667.0730 1152396.6130 716.51 93+00.22 9.36 LT 43 BL-43 542474.6030 1152251.0410 716.64 101+20.71 18.96 LT 44 BL-44 543225.8540 1152125.1350 752.83 108+82.44 18.49 LT GPS5 R2233AA-5 544113.3573 1151935.7540 797.44 117+87.89 59.74 LT GPS6 R2233AA-6 545116.5737 1151797.1550 838.39 127+87.89 117.76 LT 47 BL-47 545767.9850 1151910.6423 843.85 134+37.57 12.43 LT 48 BL-48 546807.7075 1151886.4630 842.74 144+80.14 19.34 LT 49 BL-49 547654.0985 1151750.6578 854.42 153+40.58 15.49 LT 50 BL-50 548580.2805 1151476.3362 874.54 163+07.77 15.48 LT 51 BL-51 549129.5575 1151306.0740 879.94 168+82.83 14.64 LT GPS7 R2233AA-7 549751.7615 1151117.4943 887.61 175+32.97 9.59 LT 53 BL-53 550480.1280 1150882.1360 898.20 182+98.37 17.62 LT 54 BL-54 551305.7820 1150605.2980 900.56 191+69.00 36.32 LT 55 BL-55 552229.3930 1150271.2790 903.13 201+57.04 17.19 LT 56 BL-56 553173.5260 1149568.2120 925.53 213+44.99 23.83 LT 57 BL-57 553635.8700 1149038.5540 918.50 220+51.57 6.71 LT 58 BL-58 554135.8150 1148226.6970 864.63 230+05.32 18.76 LT 59 BL-59 554630.8420 1147435.7580 857.38 239+38.40 19.94 LT GPS9 R2233AA-9 555004.6020 1146854.4813 853.87 246+29.42 12.38 LT 61 BL-61 555450.1660 1146134.1840 828.23 254+76.38 17.90 LT 62 BL-62 555920.6850 1145404.6610 802.32 263+44.41 7.19 LT 63 BL-63 556359.5720 1144620.1600 776.33 272+42.19 52.50 LT 64 BL-64 556801.3590 1143917.5580 757.96 OUTSIDE PROJECT LIMITS BY POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 73 BY-73 534780.2195 1149107.9442 852.44 18+40.67 1376.83 LT 72 BY-72 535700.2340 1149593.7592 849.37 27+28.49 1075.40 LT 71 BY-71 536232.9812 1149860.9527 847.41 32+24.16 978.01 LT 70 BY-70 536734.0938 1150087.5103 846.03 37+48.22 946.46 LT 69 BY-69 537213.5935 1150153.8158 846.16 42+19.07 1058.81 LT 68 BY-68 537725.6605 1150040.2470 846.80 46+54.93 1350.59 LT 67 BY-67 538021.3292 1149925.8983 869.37 48+88.89 1564.50 LT BY1 POINT DESC. NORTH EAST ELEVATION RR STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Y68 BY-68 537725.6605 1150040.2470 846.80 12+91.45 22.23 RT 74 BY1-74 537312.6593 1150349.8798 825.61 18+01.98 29.84 RT 75 BY1-75 537052.6138 1150728.6583 809.11 22+41.06 73.44 RT 76 BY1-76 536976.3625 1151112.3125 802.53 26+03.12 100.63 RT 77 BY1-77 537105.0038 1151471.8038 798.64 29+57.90 50.28 RT 78 BY1-78 537421.1555 1151894.2410 787.59 34+75.72 10.29 RT 79 BY1-79 537789.6780 1152357.6483 778.89 40+67.36 12.37 LT 150 BY1-150 538154.1177 1152898.5240 766.31 OUTSIDE PROJECT LIMITS 151 BY1-151 538570.6417 1153301.3590 757.49 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 177 BY2-177 538948.7846 1150912.2944 878.10 OUTSIDE PROJECT LIMITS 80 BY2-80 538879.9070 1151334.8370 865.64 10+55.92 23.39 LT BY37 BL-37 538612.9910 1151897.8020 826.05 16+88.42 70.32 RT BY3 POINT DESC. NORTH EAST ELEVATION Y1A STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY38 BL-38 539149.4820 1152101.0220 817.37 OUTSIDE PROJECT LIMITS 81 BY3-81 539028.4010 1152235.5950 821.79 OUTSIDE PROJECT LIMITS 82 BY3-82 538618.4325 1152225.4068 813.16 11+02.71 38.04 RT 83 BY3-83 538221.1490 1152163.8850 790.93 OUTSIDE PROJECT LIMITS BY4 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY41 BL-41 540923.5530 1152476.1520 716.72 10+03.71 30.39 LT 84 BY4-84 540989.2240 1152855.4220 732.46 13+84.92 21.74 RT BY5 POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY50 BL-50 548580.2805 1151476.3362 874.54 OUTSIDE PROJECT LIMITS 85 BY5-85 548226.1730 1151880.1340 866.49 14+84.57 46.49 RT 86 BY5-86 547793.1430 1152326.7760 869.31 20+98.82 16.41 RT BY6 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY51 BL-51 549129.5575 1151306.0740 879.94 OUTSIDE PROJECT LIMITS 87 BY6-87 549138.1290 1151947.9550 862.67 OUTSIDE PROJECT LIMITS BY7 POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 88 BY7-88 548928.5690 1150588.3910 876.72 OUTSIDE PROJECT LIMITS 89 BY7-89 549412.7820 1150954.9220 897.65 OUTSIDE PROJECT LIMITS BY7 GPS7 549751.7615 1151117.4943 887.61 OUTSIDE PROJECT LIMITS BY8 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY72 GPS7 549751.7615 1151117.4943 887.61 10+09.41 36.61 LT GPS8 R2233AA-8 550363.6465 1151789.4025 870.71 OUTSIDE PROJECT LIMITS BY9 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 90 BY9-90 553049.3150 1148462.3150 900.01 OUTSIDE PROJECT LIMITS 91 BY9-91 553069.3690 1149337.6970 938.36 13+46.24 80.45 RT BY56 BL-56 553173.5260 1149568.2120 925.53 15+65.36 173.89 RT BY10 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY562 BL-56 553173.5260 1149568.2120 925.53 15+65.36 173.89 RT 92 BY10-92 553931.3670 1149590.1510 937.69 OUTSIDE PROJECT LIMITS BY11 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- BY9 GPS9 555004.6020 1146854.4813 853.87 OUTSIDE PROJECT LIMITS GPS10 R2233AA-10 555362.8133 1147835.4240 883.26 OUTSIDE PROJECT LIMITS BY12 POINT DESC. NORTH EAST ELEVATION Y9 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 93 BY12-93 555629.1150 1144198.7200 771.83 OUTSIDE PROJECT LIMITS 94 BY12-94 555836.8540 1144951.7270 801.24 11+52.24 16.67 RT BY62 BL-62 555920.6850 1145404.6610 802.32 15+64.30 133.21 RT 95 BY12-95 556237.4420 1145693.1010 832.97 20+11.25 6.89 RT 176 BY12-176 556590.6860 1146153.6890 851.60 OUTSIDE PROJECT LIMITS **************************************** BM1 ELEVATION = 798.06 N 533995 E 1150425 L STATION 12+80 50 RIGHT RAILROAD SPIKE IN BASE OF 10"LOCUST **************************************** **************************************** BM2 ELEVATION = 807.27 N 535570 E 1150723 L STATION 28+90 48 RIGHT RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM3 ELEVATION = 785.14 N 536978 E 1151253 L STATION 43+99 51 RIGHT CHISELED X ON TOP OF CONC SUPPORT WALL **************************************** **************************************** BM5 ELEVATION = 783.51 N 537864 E 1152360 Y1A STATION 10+00 S 18^ 45' 34.0" E Dist 727.89 RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM6 ELEVATION = 823.24 N 539085 E 1152090 L STATION 66+65 66 RIGHT RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM7 ELEVATION = 712.84 N 540940 E 1152410 L STATION 85+67 70 LEFT RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM8 ELEVATION = 717.58 N 542272 E 1152284 L STATION 99+15 21 LEFT CHISELED X ON BRIDGE **************************************** **************************************** BM9 ELEVATION = 806.86 N 544379 E 1151978 L STATION 120+45 17 RIGHT RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM10 ELEVATION = 842.54 N 545935 E 1151803 L STATION 136+03 124 LEFT RAILROAD SPIKE IN BASE OF 15" PINE **************************************** **************************************** BM11 ELEVATION = 854.85 N 547602 E 1151797 L STATION 152+79 18 RIGHT CHISELED X ON BASE OF BILLBOARD **************************************** **************************************** BM12 ELEVATION = 871.90 N 547838 E 1152261 Y3 STATION 20+20 25 RIGHT RAILROAD SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM24 ELEVATION = 878.75 N 549076 E 1151387 Y4 STATION 10+52 21 RIGHT RAILROAD SPIKE IN BASE OF 8" IRONWOOD **************************************** **************************************** BM13 ELEVATION = 880.36 N 549899 E 1151351 Y6 STATION 12+77 31 RIGHT 12" SPIKE IN LOCUST **************************************** **************************************** BM14 ELEVATION = 873.41 N 548879 E 1150502 Y5 STATION 10+00 S 36^ 28' 17.8" W Dist 782.38 12" SPIKE IN BASE OF 12" PINE **************************************** **************************************** BM15 ELEVATION = 892.80 N 551062 E 1150743 L STATION 188+96 23 RIGHT 12" SPIKE IN BASE OF BILLBOARD **************************************** **************************************** BM16 ELEVATION = 927.55 N 553254 E 1149524 L STATION 214+33 3 RIGHT CHISELED SQUARE IN SE CORNER CONC SIGN BASE **************************************** **************************************** BM17 ELEVATION = 896.94 N 552996 E 1148486 Y7 STATION 10+00 S 84^ 02' 35.6" W Dist 477.11 RAILROAD SPIKE IN BASE OF 8" PEAR TREE **************************************** **************************************** BM18 ELEVATION = 940.71 N 553993 E 1149658 Y7 STATION 22+50 N 27^ 54' 49.4" E Dist 74.78 12" SPIKE IN CUT OFF POWER POLE **************************************** **************************************** BM19 ELEVATION = 845.03 N 554318 E 1147844 L STATION 234+26 68 LEFT RAILROAD SPIKE IN BASE OF 24" POPLAR **************************************** **************************************** BM20 ELEVATION = 881.60 N 555220 E 1147691 Y8 STATION 15+73 N 77^ 32' 14.1" E Dist 174.34 RAILROAD SPIKE IN BASE OF 36" OAK **************************************** **************************************** BM21 ELEVATION = 801.01 N 555860 E 1145287 Y9 STATION 14+46 98 RIGHT RAILROAD SPIKE IN BASE OF 16" TREE **************************************** **************************************** BM22 ELEVATION = 836.88 N 556251 E 1145775 Y9 STATION 20+87 35 RIGHT RAILROAD SPIKE IN BASE OF 14" PINE **************************************** **************************************** BM23 ELEVATION = 761.42 N 556743 E 1144074 L STATION 279+09 18 LEFT CHISELED X ON SE CORNER OF BRIDGE **************************************** **************************************** BM25 ELEVATION = 790.70 N 555828 E 1144725 Y9 STATION 10+00 N 85^ 57' 21.5" W Dist 75.24 RAILROAD SPIKE IN BASE OF 36" OAK ****************************************