BL1 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 101 BL-101 506864.4320 1426038.0370 591.86 72+73.02 72.95 LT 103 BL-103 506373.3260 1426549.1520 593.15 79+91.97 82.07 LT 105 BL-105 506106.9510 1426879.0250 591.60 84+22.21 81.51 LT 107 BL-107 505756.7540 1427401.3450 588.12 90+60.24 77.82 LT 109 BL-109 505470.0810 1427936.1430 586.11 96+73.18 70.90 LT 111 BL-111 505006.4270 1428873.2500 583.30 107+14.42 72.10 LT 113 BL-113 504254.4640 1429961.2960 577.10 120+20.09 99.31 LT 115 BL-115 503765.9210 1430431.7100 573.59 126+87.37 94.59 LT 117 BL-117 503184.7680 1430876.7270 567.23 134+13.67 82.66 LT 119 BL-119 502089.1510 1431724.7010 572.17 147+99.08 91.03 LT 121 BL-121 501085.1120 1432480.1790 582.20 160+55.56 81.52 LT 123 BL-123 500450.2690 1432968.5610 586.84 168+56.52 84.02 LT 125 BL-125 499910.8920 1433396.4510 590.78 175+50.39 84.30 LT 127 BL-127 499480.9200 1433814.9860 594.18 181+59.79 86.59 LT 129 BL-129 499024.2060 1434370.2890 598.79 188+90.19 84.76 LT 131 BL-131 498666.9060 1434938.1280 601.37 195+71.60 85.38 LT 133 BL-133 498221.6710 1435832.1480 596.96 205+73.56 94.47 LT 135 BL-135 497649.2760 1437003.8940 582.06 148+70.53 111.67 LT 137 BL-137 497059.7970 1437786.2230 570.94 158+29.35 73.69 LT 139 BL-139 496629.3560 1438218.1530 570.11 164+26.73 90.13 LT 141 BL-141 496046.9610 1438599.5150 571.45 171+08.47 81.00 LT 143 BL-143 495144.6500 1438960.9590 579.63 180+62.49 83.27 LT 145 BL-145 494085.4100 1439156.4790 593.98 191+10.00 96.54 LT 149 BL-149 493540.7930 1439222.4390 604.47 196+58.38 81.18 LT 151 BL-151 492968.3190 1439299.6530 612.79 202+35.98 72.84 LT 153 BL-153 491861.2010 1439464.5090 616.93 213+55.30 72.05 LT 155 BL-155 490164.9270 1439717.4890 599.94 230+70.33 71.24 LT 157 BL-157 488942.2660 1439903.2790 578.48 243+07.60 73.54 LT 159 BL-159 488107.0130 1440085.0560 563.26 251+72.41 70.41 LT 161 BL-161 487037.3900 1440513.9580 541.82 263+39.80 72.07 LT 209 BL-209 486405.6780 1440889.3850 535.57 270+83.81 74.57 LT 163 BL-163 485962.4950 1441216.3360 537.41 276+41.35 73.84 LT 165 BL-165 485582.3810 1441552.0740 538.60 281+54.73 74.29 LT 167 BL-167 484910.4630 1442305.8390 542.11 291+77.55 71.51 LT 169 BL-169 484553.2540 1442840.5780 543.51 298+28.44 73.11 LT 171 BL-171 484231.7200 1443468.3370 544.74 305+43.65 78.84 LT 173 BL-173 484060.3150 1443949.0500 546.20 310+65.30 80.78 LT 175 BL-175 483978.8100 1444294.0230 546.93 314+27.54 80.27 LT 177 BL-177 483919.3110 1445267.8610 551.60 324+17.99 92.54 LT 181 BL-181 483876.8700 1446334.6110 554.93 334+86.56 73.91 LT 185 BL-185 483851.6740 1447419.3090 558.41 345+71.55 72.92 LT 187 BL-187 483828.9520 1448673.7100 562.30 358+26.14 78.19 LT 189 BL-189 483801.6610 1449853.4110 570.39 370+04.19 80.11 LT BL2 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 15 R2248F-15 506788.3930 1425560.6140 605.72 70+25.94 339.22 RT 100 BL-100 506765.6960 1425880.9540 595.52 72+42.47 110.04 RT 102 BL-102 506245.4520 1426406.4930 595.19 79+68.63 108.08 RT 104 BL-104 505948.2540 1426771.7180 594.31 84+30.83 109.87 RT 106 BL-106 505327.0980 1427868.3150 586.78 96+74.16 87.35 RT 108 BL-108 504920.9470 1428674.2360 579.62 105+80.36 98.27 RT 205 BL-205 504671.2690 1429098.9530 576.74 110+81.79 98.20 RT 110 BL-110 504108.2470 1429817.4920 570.54 120+12.16 105.62 RT 112 BL-112 503655.3540 1430272.8810 568.43 126+66.33 97.79 RT 206 BL-206 503195.4090 1430646.6210 566.67 132+65.47 93.69 RT 114 BL-114 502813.1680 1430950.1570 567.74 137+53.49 84.66 RT 116 BL-116 501986.8930 1431578.6350 573.00 147+91.62 87.12 RT 118 BL-118 500990.9880 1432343.4000 581.76 160+47.28 84.30 RT 120 BL-120 499807.2090 1433260.8830 593.66 175+39.96 86.05 RT 122 BL-122 498897.9820 1434245.8050 602.24 188+63.00 90.42 RT 124 BL-124 498470.8220 1434937.1850 604.86 196+64.03 87.58 RT 126 BL-126 497937.7040 1435995.4650 593.88 208+47.08 85.80 RT 128 BL-128 497497.9290 1436860.1680 578.32 148+13.76 89.15 RT 130 BL-130 497256.6860 1437276.4020 570.75 153+05.24 85.69 RT 132 BL-132 497062.7190 1437535.0340 568.03 156+36.11 87.32 RT 134 BL-134 496728.4890 1437896.2560 564.63 161+40.08 86.76 RT 136 BL-136 496196.1570 1438330.7810 565.05 168+42.81 73.32 RT 138 BL-138 495692.7800 1438563.0190 566.17 174+10.09 110.32 RT 140 BL-140 495444.5860 1438691.6830 569.75 176+95.86 84.88 RT 142 BL-142 494761.1890 1438870.7980 580.66 184+18.72 84.39 RT 144 BL-144 493540.1120 1439039.7040 602.91 196+32.01 99.64 RT 146 BL-146 493012.1610 1439136.0250 611.46 201+68.40 82.50 RT 148 BL-148 492612.7610 1439197.5480 615.18 205+72.51 80.76 RT 51 ALLTELL 492519.7250 1439280.7240 616.87 206+76.83 12.27 RT 150 BL-150 492229.9650 1439254.1930 616.89 209+59.47 81.38 RT 152 BL-152 491425.9880 1439373.7340 614.19 217+72.29 82.13 RT 52 SKATELL 490948.3560 1439448.4130 610.69 222+55.71 78.95 RT 154 BL-154 490083.2260 1439576.0480 598.99 231+30.21 80.74 RT 156 BL-156 488912.2060 1439759.4680 581.05 243+14.86 73.20 RT 158 BL-158 487873.7350 1440003.8620 562.58 253+70.83 76.60 RT 160 BL-160 486971.9130 1440381.0160 544.95 263+37.51 76.10 RT 207 BL-207 486279.1180 1440784.2660 537.47 271+29.51 83.47 RT 162 BL-162 485720.9680 1441224.6240 540.69 278+31.89 74.82 RT 208 BL-208 485207.6050 1441723.0850 543.17 285+39.43 73.35 RT 164 BL-164 484828.9110 1442171.4360 545.03 291+19.65 74.65 RT 166 BL-166 484417.9400 1442772.5450 546.31 298+39.43 77.94 RT 53 DAN 484067.1670 1443462.2960 549.74 306+03.24 74.68 RT 168 BL-168 483836.6780 1444217.4400 552.23 313+79.06 73.74 RT 170 BL-170 483740.5300 1445167.7010 551.83 323+21.84 88.43 RT 172 BL-172 483727.7130 1446308.6930 554.87 334+63.97 75.79 RT 174 BL-174 483712.1180 1447104.4640 557.47 342+59.90 73.62 RT 178 BL-178 483688.1670 1448100.2920 560.67 352+56.01 75.35 RT 180 BL-180 483648.9730 1448963.7530 560.96 361+20.13 95.27 RT 182 BL-182 483639.2740 1449838.0590 566.15 369+96.43 82.81 RT BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 216 BL-216 483716.3079 1449678.9190 566.22 368+33.69 11.64 RT 217 BL-217 483627.6142 1450657.6800 576.53 378+18.64 12.48 RT 230 BL-230 483393.7332 1451715.9470 589.92 389+04.11 15.72 RT 218 BL-218 483154.4717 1452740.6740 600.99 399+55.83 11.67 RT 219 BL-219 483077.3416 1454423.5130 620.17 416+42.71 9.55 RT 231 BL-231 483123.5127 1455511.1000 632.31 427+31.27 12.69 RT 220 BL-220 483145.3566 1455996.6050 634.80 432+17.26 12.86 RT 232 BL-232 483184.5821 1457083.9210 633.05 443+05.72 12.19 RT 20 READ 483274.9750 1457594.3760 630.36 448+15.79 76.34 LT 233 BL-233 483174.4272 1458125.8230 627.82 453+48.36 13.98 RT 221 BL-221 483051.7974 1459889.5530 629.11 471+17.86 13.50 RT 21 SHORT 482581.7190 1463542.5150 647.76 OUTSIDE PROJECT LIMITS POINTS NOT PART OF BASELINES POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 14 R2248F-14 507314.4810 1426966.5710 608.01 76+20.98 1056.44 LT 77 NC77 505068.3690 1427046.1070 616.58 90+96.62 695.88 RT 19 LUCINDA 504070.7670 1428351.8680 566.62 107+18.12 999.01 RT BY POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 191 BY-191 506449.4320 1426776.1000 570.62 35+69.79 93.63 RT 190 BY-190 505462.2960 1426227.5860 581.70 46+94.59 81.33 RT BY1 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 16 B SUGAR 6 504703.6720 1431060.5910 565.46 OUTSIDE PROJECT LIMITS 193 BY1-193 504073.3520 1430850.3390 587.82 OUTSIDE PROJECT LIMITS 17 HONEY 503626.2870 1430626.7760 597.65 14+45.58 30.27 LT 192 BY1-192 503362.9710 1430224.2400 587.07 19+25.35 29.12 RT 147 BY1-147 502790.0630 1429326.1640 601.10 OUTSIDE PROJECT LIMITS 18 R2248F-18 502535.4080 1428861.7810 607.59 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 R4902-1 501184.5920 1433106.4290 571.43 OUTSIDE PROJECT LIMITS 194 BY2-194 501002.0110 1432638.9250 564.99 13+96.87 29.13 RT 2 R4902-2 500760.0010 1432189.7320 560.18 OUTSIDE PROJECT LIMITS BY4 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 3 R4902-3 498250.1220 1437622.6130 601.71 17+76.21 78.90 LT 55 NO I38.01 498230.3080 1437612.3530 602.57 17+95.09 67.60 LT 195 BY4-195 497653.5710 1437581.8600 600.31 23+64.11 50.84 LT 64 MEK 64 497401.3720 1437452.9410 598.69 26+31.00 43.47 RT 196 BY4-196 496956.6030 1437351.8040 595.45 30+92.51 41.16 RT 4 R4902-4 496348.3800 1437295.8210 593.85 36+83.68 112.74 LT 197 BY4-197 495803.7890 1437006.0820 592.64 OUTSIDE PROJECT LIMITS BY5 POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 198 BY5-198 492760.7330 1440282.7930 604.45 OUTSIDE PROJECT LIMITS 199 BY5-199 492692.5630 1439748.4050 600.68 13+62.05 59.96 RT 200 BY5-200 492107.5380 1438832.8370 580.82 24+37.33 56.03 LT 5 R4902-5 491916.2510 1438241.6920 570.88 30+46.46 68.05 RT 6 R4902-6 491561.5620 1437614.5710 557.79 37+66.94 67.83 RT BY6 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 201 BY6-201 488339.4850 1440294.3230 582.24 10+34.24 27.31 RT 202 BY6-202 488219.6220 1440107.4960 590.93 12+50.32 23.51 LT 7 R4902-7 488118.6780 1439667.1790 580.50 16+99.12 27.90 RT 8 R4902-8 487628.9530 1438453.6030 595.68 OUTSIDE PROJECT LIMITS BY7 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 9 R4902-9 485283.3060 1442620.8610 570.12 11+33.81 30.65 RT 204 BY7-204 484645.9600 1442340.2760 569.28 18+25.50 19.87 RT 203 BY7-203 484322.1210 1442278.1730 567.82 OUTSIDE PROJECT LIMITS 10 R4902-10 484000.3110 1442109.6460 571.95 OUTSIDE PROJECT LIMITS BY8 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 176 BY8-176 484681.5130 1448244.8900 570.66 OUTSIDE PROJECT LIMITS 11 R4902-11 484342.2630 1448157.9780 591.56 11+34.47 144.06 LT 210 BY8-210 483927.9890 1447882.6830 584.61 16+25.29 63.43 LT 54 JOHNSTON 483657.6710 1447641.5590 582.20 19+70.84 45.24 RT 179 BY8-179 483611.8240 1447616.9320 580.60 20+22.76 48.84 RT 183 BY8-183 483067.1010 1447380.6880 562.11 26+16.44 40.23 RT 12 R4902-12 482341.6780 1446815.8460 586.13 35+09.95 256.88 RT 211 BL-211 482055.6320 1447050.8300 560.59 36+74.09 74.93 LT 212 BL-212 481202.5990 1446486.9410 587.05 OUTSIDE PROJECT LIMITS 213 BL-213 480682.1960 1446306.2180 602.34 OUTSIDE PROJECT LIMITS 214 BL-214 480041.3000 1446223.0350 617.15 OUTSIDE PROJECT LIMITS 215 BL-215 479603.8910 1446270.8230 626.20 OUTSIDE PROJECT LIMITS **************************************** BM1 ELEVATION = 575.73 N 496224 E 1437887 L STATION 165+46 421 RIGHT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM2 ELEVATION = 589.80 N 494427 E 1438903 L STATION 187+56 104 RIGHT RR SPIKE IN BASE OF 6 " TREE **************************************** **************************************** BM3 ELEVATION = 602.35 N 493765 E 1439003 L STATION 194+04 103 RIGHT CHISLED SQUARE ON CONC BASE OF MTL OVERHEAD SIGN **************************************** **************************************** BM4 ELEVATION = 589.88 N 489658 E 1439620 L STATION 235+57 100 RIGHT PAINTED SQUARE ON SE CORNER OF DI GRATE **************************************** **************************************** BM5 ELEVATION = 575.86 N 488814 E 1439761 L STATION 244+11 87 RIGHT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM6 ELEVATION = 556.58 N 487692 E 1440055 L STATION 255+57 88 RIGHT PAINTED SQUARE ON SE CORNER OF DI GRATE **************************************** **************************************** BM8 ELEVATION = 543.28 N 484598 E 1442474 L STATION 294+95 85 RIGHT PAINTED SQUARE ON EAST CORNER OF DI GRATE **************************************** **************************************** BM9 ELEVATION = 551.94 N 483709 E 1446022 L STATION 331+77 101 RIGHT CHISLED SQUARE ON CONCRETE BASE OF MTL OVERHEAD SIGN **************************************** **************************************** BM10 ELEVATION = 554.26 N 483676 E 1447311 L STATION 344+66 105 RIGHT PAINTED SQUARE ON NE CORNER OF DI GRATE **************************************** **************************************** BM11 ELEVATION = 558.57 N 483667 E 1448263 L STATION 354+18 92 RIGHT PAINTED SQUARE ON NE CORNER OF DI GRATE **************************************** **************************************** BM12 ELEVATION = 568.18 N 483838 E 1449739 L STATION 368+90 111 LEFT CHISLED SQUARE ON CONCRETE BASE OF BLUE MTL SIGN **************************************** **************************************** BM13 ELEVATION = 558.66 N 483857 E 1448547 L STATION 356+98 103 LEFT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM14 ELEVATION = 555.89 N 483870 E 1447391 L STATION 345+42 90 LEFT PAINTED SQUARE ON SW CORNER OF DI GRATE **************************************** **************************************** BM15 ELEVATION = 552.24 N 483894 E 1446213 L STATION 333+63 88 LEFT PAINTED SQUARE ON SW CORNER OF DI GRATE **************************************** **************************************** BM16 ELEVATION = 545.30 N 483955 E 1444759 L STATION 319+04 113 LEFT PAINTED SQUARE ON SW CORNER OF DI GRATE **************************************** **************************************** BM17 ELEVATION = 542.06 N 484251 E 1443460 L STATION 305+27 93 LEFT PAINTED SQUARE ON WSW CORNER OF DI GRATE **************************************** **************************************** BM18 ELEVATION = 539.24 N 485011 E 1442198 L STATION 290+29 86 LEFT PAINTED SQUARE ON WEST CORNER OF DI GRATE **************************************** **************************************** BM19 ELEVATION = 537.13 N 486687 E 1440625 L STATION 267+02 1 LEFT PAINTED SQUARE ON NNE CORNER OF DI GRATE **************************************** **************************************** BM20 ELEVATION = 565.89 N 488325 E 1440038 L STATION 249+47 82 LEFT PAINTED SQUARE ON NW CORNER OF DI GRATE **************************************** **************************************** BM21 ELEVATION = 588.19 N 489602 E 1439817 L STATION 236+42 87 LEFT PAINTED SQUARE ON NW CORNER OF DI GRATE **************************************** **************************************** BM22 ELEVATION = 608.76 N 490879 E 1439537 L STATION 223+37 2 RIGHT PAINTED SQUARE ON SW CORNER OF DI GRATE **************************************** **************************************** BM23 ELEVATION = 616.55 N 492202 E 1439345 L STATION 210+00 4 LEFT CHISLED SQUARE ON CONC BASE OF MTL OVERHEAD SIGN **************************************** **************************************** BM24 ELEVATION = 613.55 N 493315 E 1439333 L STATION 198+98 157 LEFT RR SPIKE IN ROOT OF 10" MAPLE **************************************** **************************************** BM25 ELEVATION = 590.86 N 494150 E 1439151 L STATION 190+46 101 LEFT PAINTED SQUARE ON NW CORNER OF DI GRATE **************************************** **************************************** BM26 ELEVATION = 575.02 N 495376 E 1438898 L STATION 178+28 88 LEFT PAINTED SQUARE ON NW CORNER OF DI GRATE **************************************** **************************************** BM27 ELEVATION = 566.59 N 496772 E 1438116 L STATION 162+56 105 LEFT PAINTED SQUARE ON SE CORNER OF DI GRATE **************************************** **************************************** BM28 ELEVATION = 584.78 N 497934 E 1436444 L STATION 142+45 113 LEFT PAINTED SQUARE ON NNW CORNER OF DI GRATE **************************************** **************************************** BM29 ELEVATION = 599.04 N 498463 E 1435361 L STATION 200+45 98 LEFT PAINTED SQUARE ON WSW CORNER OF DI GRATE **************************************** **************************************** BM30 ELEVATION = 597.65 N 498925 E 1434549 L STATION 190+97 104 LEFT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM31 ELEVATION = 593.24 N 499368 E 1433964 L STATION 183+49 103 LEFT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM32 ELEVATION = 588.98 N 499895 E 1433299 L STATION 174+99 0 RIGHT PAINTED SQUARE ON NORTH CORNER OF DI GRATE **************************************** **************************************** BM33 ELEVATION = 583.87 N 500524 E 1432804 L STATION 166+98 2 RIGHT PAINTED SQUARE ON WNW CORNER OF DI GRATE **************************************** **************************************** BM34 ELEVATION = 574.92 N 501619 E 1432093 L STATION 153+96 98 LEFT PAINTED SQUARE ON WNW CORNER OF DI GRATE **************************************** **************************************** BM35 ELEVATION = 569.42 N 502309 E 1431564 L STATION 145+27 97 LEFT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM36 ELEVATION = 572.23 N 501874 E 1431771 L STATION 149+98 3 RIGHT PAINTED SQUARE ON WNW CORNER OF DI GRATE **************************************** **************************************** BM37 ELEVATION = 578.65 N 501200 E 1432290 L STATION 158+48 0 LEFT PAINTED SQUARE ON NORTH CORNER OF DI GRATE **************************************** **************************************** BM38 ELEVATION = 586.00 N 500202 E 1433049 L STATION 171+02 3 RIGHT PAINTED SQUARE ON SOUTH CORNER OF DI GRATE **************************************** **************************************** BM39 ELEVATION = 596.63 N 499287 E 1433747 L STATION 182+41 102 RIGHT PAINTED SQUARE ON NORTH CORNER OF DI GRATE **************************************** **************************************** BM40 ELEVATION = 599.64 N 498281 E 1435276 L STATION 200+50 102 RIGHT PAINTED SQUARE ON WEST CORNER OF DI GRATE **************************************** **************************************** BM41 ELEVATION = 584.85 N 497734 E 1436351 L STATION 142+52 108 RIGHT PAINTED SQUARE ON EAST CORNER OF DI GRATE **************************************** **************************************** BM42 ELEVATION = 576.08 N 497468 E 1436910 L STATION 148+73 93 RIGHT PAINTED SQUARE ON CORNER OF DI GRATE **************************************** **************************************** BM43 ELEVATION = 556.93 N 482418 E 1447220 Y8 STATION 32+74 80 LEFT PAINTED SQUARE ON SW CORNER OF DI GRATE **************************************** **************************************** BM44 ELEVATION = 572.00 N 484685 E 1448252 L STATION 353+84 924 LEFT RR SPIKE IN ROOT OF TREE **************************************** **************************************** BM45 ELEVATION = 580.04 N 492066 E 1438774 Y5 STATION 25+10 64 LEFT CHISLED SQUARE ON CONCRETE BASE OF LIGHT BOX **************************************** **************************************** BM46 ELEVATION = 604.15 N 492580 E 1440173 L STATION 207+49 879 LEFT RR SPIKE IN BASE OF TREE **************************************** **************************************** BM49 ELEVATION = 593.38 N 506305 E 1426629 L STATION 80+99 82 LEFT BOLT "A325 SL" IN NNW WW OF NORTH BRIDGE OVER I-77 **************************************** **************************************** BM50 ELEVATION = 595.38 N 505964 E 1426751 L STATION 84+05 110 RIGHT BOLT "RBW A325" IN SSW WW OF SOUTH BRIDGE OVER I-77 **************************************** **************************************** BM51 ELEVATION = 592.11 N 503077 E 1429690 L STATION 127+28 918 RIGHT RR SPIKE IN BASE OF DOUBLE MAPLE NEAR PL OF 10600 NATIONS FORD RD. **************************************** **************************************** BM52 ELEVATION = 576.07 N 503922 E 1430319 L STATION 124+99 115 LEFT PK NAIL IN UNUSED CONC CENTER SIGN PEDESTAL **************************************** **************************************** BM53 ELEVATION = 574.44 N 504502 E 1429321 L STATION 113+66 113 RIGHT PK NAIL IN CONC BASE OF FLOOD LIGHT HM18 **************************************** **************************************** BM54 ELEVATION = 580.44 N 505248 E 1428491 L STATION 102+69 112 LEFT PK NAIL IN CENTER CONC BASE OF FLOOD LIGHT HM17 **************************************** **************************************** BM55 ELEVATION = 585.15 N 505725 E 1427486 L STATION 91+50 93 LEFT PK NAIL IN BACK CENTER OF DI **************************************** **************************************** BM56 ELEVATION = 593.44 N 506203 E 1426571 L STATION 81+19 34 RIGHT NAIL IN NNW WW OF SOUTH BRIDGE OVER I-77 **************************************** **************************************** BM57 ELEVATION = 600.14 N 506765 E 1425830 L STATION 72+09 149 RIGHT RR SPIKE IN BASE OF BIRCH **************************************** **************************************** BM58 ELEVATION = 586.41 N 505370 E 1427738 L STATION 95+39 106 RIGHT RR SPIKE IN BASE OF TRIPLE BIRCH **************************************** **************************************** BM59 ELEVATION = 590.51 N 488137 E 1439881 Y6 STATION 14+92 26 LEFT RR SPIKE IN SW WING WALL OF PARK RD BRIDGE **************************************** **************************************** BM60 ELEVATION = 560.97 N 500776 E 1432006 L STATION 160+13 483 RIGHT CHAR-MECK SWS DISK B.SUGAR 3 IN NW WW **************************************** **************************************** BM61 ELEVATION = 568.60 N 495763 E 1438559 L STATION 173+43 84 RIGHT CHAR-MECK SWS DISK L.SUGAR 3 IN NE WW OF SW BRIDGE **************************************** **************************************** BM62 ELEVATION = 541.26 N 485623 E 1441386 L STATION 280+11 19 RIGHT CHAR-MECK SWS DISK MULL 15 IN NE WW OF SW BRIDGE **************************************** **************************************** BM63 ELEVATION = 548.26 N 483981 E 1444282 L STATION 314+15 80 LEFT CHAR-MECK SWS DISK MC 1...5 IN NE WW OF N BRIDGE **************************************** **************************************** BM64 ELEVATION = 539.31 N 485724 E 1441419 L STATION 279+59 73 LEFT CHAR-MECK SWS DISK MULL 13 IN NE WW OF NE BRIDGE **************************************** **************************************** BM65 ELEVATION = 572.08 N 496062 E 1438591 L STATION 170+92 80 LEFT CHAR-MECK SWS DISK L.SUGAR 5 IN SE WW OF NE BRIDGE **************************************** **************************************** BM66 ELEVATION = 569.99 N 495873 E 1438570 L STATION 172+48 26 RIGHT CHAR-MECK SWS DISK L.SUGAR 4 IN SE WW OF MIDDLE BRIDGE **************************************** **************************************** BM67 ELEVATION = 568.32 N 502975 E 1431038 L STATION 136+79 83 LEFT CHAR-MECK SWS DISK B.SUGAR 5 IN SE WW OF NE BRIDGE **************************************** **************************************** BM68 ELEVATION = 569.60 N 502880 E 1430977 L STATION 137+17 23 RIGHT CHAR-MECK SWS DISK B.SUGAR 4 IN SE WW OF SW BRIDGE **************************************** **************************************** BM69 ELEVATION = 587.11 N 481211 E 1446498 L STATION 337+08 2587 RIGHT RR SPIKE IN BASE OF POWER POLE **************************************** **************************************** BM70 ELEVATION = 617.79 N 480153 E 1446214 L STATION 334+48 3652 RIGHT CHISLED SQUARE AT CORNER OF SIDEWALK **************************************** **************************************** BM71 ELEVATION = 562.37 N 483736 E 1449381 L STATION 365+35 2 LEFT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM72 ELEVATION = 576.26 N 483623 E 1450742 L STATION 379+03 4 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM73 ELEVATION = 590.55 N 483350 E 1451947 L STATION 391+39 3 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM74 ELEVATION = 601.17 N 483145 E 1452841 L STATION 400+56 3 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM75 ELEVATION = 617.50 N 483078 E 1454287 L STATION 415+06 3 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM76 ELEVATION = 627.06 N 483122 E 1455144 L STATION 423+64 2 LEFT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM77 ELEVATION = 634.20 N 483160 E 1456104 L STATION 433+25 3 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM78 ELEVATION = 631.14 N 483195 E 1457181 L STATION 444+03 3 RIGHT CHISELED X ON DROP INLET BASE **************************************** **************************************** BM79 ELEVATION = 623.90 N 483150 E 1458862 L STATION 460+85 4 RIGHT CHISELED X ON DROP INLET BASE ****************************************