BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 855086.6870 1636132.8344 831.35 53+16.85 49.52 RT 2 855898.6750 1635481.1690 841.74 63+57.98 43.79 RT 3 856632.0153 1634900.8000 852.09 72+80.34 76.86 LT 4 857817.2879 1634900.8165 876.76 84+51.13 44.56 RT 5 859160.0806 1634866.3228 934.23 97+94.37 44.19 RT 6 860506.4646 1634820.0327 959.49 111+41.04 44.60 RT 7 861584.6302 1634780.1978 949.85 122+19.97 44.65 RT 8 862363.4341 1634825.4869 953.34 130+11.66 43.08 RT 9 863194.1139 1634995.5059 952.44 138+60.53 44.07 RT 10 863997.2425 1635139.9823 970.37 146+66.63 68.79 LT 11 864935.2812 1635813.2816 965.78 158+11.31 47.60 RT 12 865797.5390 1636160.4234 979.67 167+27.39 56.23 RT 13 866317.3661 1636124.7952 971.53 172+39.08 48.79 RT 14 867392.4518 1635865.0142 975.50 183+38.76 37.31 RT 15 867912.7022 1635526.8046 974.74 189+57.23 43.33 RT 16 868675.8112 1635019.8819 952.44 198+73.36 46.38 RT 17 869247.3785 1634634.2979 953.45 205+62.82 43.77 RT 18 869672.0439 1634371.7160 961.90 210+67.22 42.48 RT 19 870031.9342 1634216.0467 969.50 214+65.56 42.52 RT 20 870605.4230 1634079.6414 981.39 220+65.06 42.93 RT 21 871076.4595 1634057.2148 990.02 225+42.99 44.60 RT 22 871901.8758 1634066.2143 984.73 233+68.65 44.55 RT 23 872893.2050 1634078.9556 974.43 243+60.06 46.28 RT 24 873964.2419 1633928.8462 958.78 254+28.53 59.87 RT 25 874738.0490 1633327.2001 935.77 263+88.94 60.42 RT 26 875490.7619 1632093.0900 909.34 OUTSIDE PROJECT LIMITS 27 876194.7503 1631330.6492 919.58 OUTSIDE PROJECT LIMITS 28 876628.7385 1630939.8275 921.23 OUTSIDE PROJECT LIMITS BY11 POINT DESC. NORTH EAST ELEVATION MLK STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 113 859181.4230 1632265.8010 945.40 10+55.77 47.61 RT 114 859260.5910 1632858.9740 944.37 16+44.83 57.93 LT 115 859362.0600 1633448.1880 921.52 22+71.75 48.79 LT 116 859416.3560 1633742.9660 925.91 25+67.43 0.32 RT 117 859549.3760 1634173.5770 907.59 30+08.99 49.71 LT 118 859464.8370 1634616.8170 921.72 34+53.63 29.17 RT 119 859551.1180 1635262.6680 937.00 41+00.64 32.49 LT 120 859426.5600 1635664.8990 925.81 45+05.80 78.97 RT 121 859348.9000 1636314.3000 894.99 51+60.90 67.69 LT 122 858926.6620 1636625.9790 886.72 56+73.88 43.16 RT 123 858329.6840 1637075.5960 889.69 64+36.13 56.90 LT 124 857680.0170 1637054.3730 924.57 70+85.18 40.06 LT 125 857382.9360 1636965.4780 936.35 73+84.31 41.66 RT 126 857060.9930 1637034.4930 931.67 77+04.50 35.08 LT 127 856792.2250 1636955.0070 917.59 79+75.58 36.60 RT 8 856034.9040 1637061.0140 896.58 87+36.62 38.73 RT 7 855165.0230 1637317.3590 870.51 96+39.85 53.74 LT BY6 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 61 871093.8030 1633450.2220 1012.53 13+00.06 36.93 LT 62 871337.4170 1633832.6160 1010.03 17+84.02 55.38 LT 22 871901.8758 1634066.2143 984.73 OUTSIDE PROJECT LIMITS BY19 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 465 859651.2660 1633290.0610 938.26 OUTSIDE PROJECT LIMITS 115 859362.0600 1633448.1880 921.52 OUTSIDE PROJECT LIMITS 466 858747.8500 1633295.9650 914.72 11+16.55 24.73 LT BY8 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 64 871323.4230 1633383.0350 1000.45 14+12.15 34.98 RT 61 871093.8030 1633450.2220 1012.53 OUTSIDE PROJECT LIMITS **************************************** BM100 ELEVATION = 849.69' N 855029 E 1636276 L STATION 51+83 126' RIGHT NE BOLT IN GROUP OF 4 IN NE WING WALL OF NORFOLK SOUTHERN R/R BRIDGE OVER US 52 AND RAMP LEADING TO BUS. 40 EAST BOUND **************************************** **************************************** BM101 ELEVATION = 861.14' N 856860 E 1635061 L STATION 74+59 140' RIGHT R/R SPIKE IN JOINT OF CURB & GUTTER IN CONC ISLAND AT 3RD ST. EXIT RAMP OFF US 52 N. BOUND WHERE 2ND ST. BEGINS AT RAMP 2' S. OF MAN HOLE **************************************** **************************************** BM102 ELEVATION = 898.41' N 857796 E 1634950 L STATION 84+29 93' RIGHT STEEL NAIL IN NE WING WALL OF 5TH ST. BRIDGE OVER US 52 **************************************** **************************************** BM103 ELEVATION = 898.41' N 859499 E 1634986 L STATION 101+29 173' RIGHT PAINTED NW BOLT ON METAL LIGHT POLE IN MEDIAN OF MARTIN LUTHER KING, JR. DR. 130' EAST OF US 52 BRIDGE OVER SAID ROAD **************************************** **************************************** BM104 ELEVATION = 945.09' N 860828 E 1634912 L STATION 114+59 148' RIGHT R/R SPIKE SET IN SIDE WALK AT LIBERTY ST. LOOP JUST SOUTH OF US 52 BRIDGE **************************************** **************************************** BM105 ELEVATION = 972.71' N 862899 E 1635018 L STATION 135+76 125' RIGHT R/R SPIKE SET IN EDGE OF PAVEMENT ON SOUTH SIDE OF 16TH ST. 40' EAST OF BRIDGE OVER US 52 ACROSS FROM FIRE HYDRANT ON NORTH SIDE OF 16TH ST. **************************************** **************************************** BM106 ELEVATION = 961.31' N 865593 E 1635609 L STATION 163+61 444' LEFT R/R SPIKE SET IN JOINT OF CONC. SIDE WALK ON 25TH ST. 9' FROM EP, 150' WEST OF LIBERTY ST., 12' SE OF POWER POLE AND 14' SW WATER METER **************************************** **************************************** BM107 ELEVATION = 929.28' N 868011 E 1635880 L STATION 188+43 392' RIGHT CHISLED SQUARE IN END OF R/R MAINTENANCE SPUR. SAID CONCTETE FOUNDATION IS STAMPED 1962 AND LIES APPROX. 40' NORTH OF LIBERTY ST. ACROSS FROM TRADING POST-AUTO TRADER. **************************************** **************************************** BM108 ELEVATION = 948.69' N 869154 E 1634774 L STATION 204+08 108' RIGHT R/R SPIKE SET IN BASE OF 24" OAK 80' EAST OF US 52 N. BOUND 600' SOUTH OF GLENN AV. WEST OF BRENNER STEEL **************************************** **************************************** BM109 ELEVATION = 1008.00' N 871445 E 1634068 L STATION 229+12 51' RIGHT STEEL NAIL IN SOUTH SIDE WALK OF AKRON DR. BRIDGE OVER US 52 N. BOUND **************************************** **************************************** BM110 ELEVATION = 944.63' N 874257 E 1633854 L STATION 257+09 130' RIGHT R/R SPIKE SET IN BASE OF 30 OAK 80' EAST OF US 52 N. BOUND 150' SOUTH OF PATTERSON AV. EXIT RAMP **************************************** **************************************** BM111 ELEVATION = 901.36' N 875572 E 1632145 L STATION 275+97 95' RIGHT N 32^ 44' 18.8" W Dist 254.90 R/R SPIKE SET IN CONC. DITCH BETWEEN US 52 N. BOUND AND THE PATTERSON AVE. RAMP TO N. BOUND **************************************** **************************************** BM112 ELEVATION = 927.23' N 865858 E 1637260 L STATION 168+12 1151' RIGHT R/R SPIKE SET IN JOINT OF CONC. SIDEWALK AT CORNER OF CLAREMONT AVE. AND 26TH ST. APPROX. 4' NW OF FIRE HYDRANT ****************************************