BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 4 BL-4 566317.7110 1344231.7830 708.16 11+77.15 70.47 LT 3 BL-3 566158.4570 1345323.3030 713.19 22+68.60 69.03 LT 1 MA013R-1 565857.2360 1346242.9270 741.36 32+25.41 74.66 LT 21 BL-21 565700.1300 1346689.3270 751.72 36+95.09 115.63 LT 20 BL-20 565484.1930 1347034.3350 751.37 40+98.61 62.43 LT 19 BL-19 565335.9790 1347360.8300 746.40 44+57.17 63.15 LT 18 BL-18 565180.5470 1347710.4820 736.12 48+39.80 66.92 LT 17 BL-17 564911.8550 1348371.3910 728.96 55+66.24 64.19 LT 16 BL-16 564855.1580 1348862.6800 736.79 60+79.27 62.31 LT 15 BL-15 564938.8520 1349368.2120 737.44 66+10.80 63.19 LT 14 BL-14 565243.9830 1350127.6380 722.30 74+35.29 63.37 LT BL1 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 5 BL-5 566184.2190 1344110.4880 708.26 10+61.07 67.56 RT 6 BL-6 566135.6580 1344751.1930 700.97 17+11.26 61.67 RT 7 BL-7 565947.5250 1345584.2840 720.45 25+75.76 66.04 RT 8 BL-8 565616.4840 1346437.5420 748.00 35+00.76 65.01 RT 9 BL-9 565348.1190 1347031.5700 750.21 41+52.60 62.51 RT 10 BL-10 565134.6270 1347496.7900 741.26 46+64.46 63.58 RT 11 BL-11 564761.8740 1348447.3890 735.25 56+72.79 65.90 RT 12 BL-12 564821.5260 1349412.5250 742.12 66+18.04 62.01 RT 13 BL-13 565128.4050 1350182.3030 721.94 74+41.42 64.34 RT BY0 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 22 BY1-22 567754.7550 1347225.1050 739.15 11+99.71 55.35 LT 24 BY1-24 567224.3270 1347108.1730 733.03 17+31.79 53.82 RT 26 BY1-26 566493.4550 1347215.8710 731.85 24+61.01 64.54 LT 27 BY1-27 565916.6540 1347202.5530 735.49 30+37.95 59.65 LT 29 BY1-29 565283.6690 1347168.9670 729.66 36+71.35 35.31 LT 30 BY1-30 564610.8920 1347158.1420 723.58 43+44.22 34.31 LT 222 P222 564112.5400 1347033.1500 727.86 48+44.34 83.39 RT 32 BY1-32 563591.7380 1347144.3030 720.15 53+63.47 35.35 LT BY1 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 43 BY3-43 568182.4750 1348926.4590 691.09 OUTSIDE PROJECT LIMITS 42 BY3-42 567841.5950 1348654.0110 698.56 12+15.67 22.99 RT 41 BY3-41 567280.4110 1348413.2850 710.29 18+11.98 63.05 RT 40 BY3-40 566744.3540 1348509.9270 714.35 23+21.34 80.27 LT 39 BY3-39 566442.9020 1348231.9450 722.27 27+06.26 25.68 RT 134 BY3-34 565723.9900 1347974.4380 754.65 34+29.16 117.89 RT 35 BY3-35 565248.4720 1348218.7100 764.34 39+38.11 16.79 LT 36 BY3-36 564724.5700 1348340.1720 748.77 44+75.90 17.55 LT 37 BY3-37 564218.7870 1348493.8940 730.59 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 122 BY1-22 567754.7550 1347225.1050 739.15 10+52.19 27.58 LT 23 BY2-23 567592.3100 1347933.2580 729.44 17+78.58 1.34 RT BY3 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 25 BY1-25 566655.0740 1347012.3300 728.57 14+31.89 19.42 LT 26 BY1-26 566493.4550 1347215.8710 731.85 OUTSIDE PROJECT LIMITS 28 BY3-28 566175.7940 1347404.6200 713.55 OUTSIDE PROJECT LIMITS 33 BY3-33 565863.2670 1347568.2870 709.29 OUTSIDE PROJECT LIMITS 34 BY3-34 565723.9900 1347974.4380 754.65 OUTSIDE PROJECT LIMITS BY4 POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 125 BY1-25 566655.0740 1347012.3300 728.57 23+02.38 141.34 RT 2 MA013R-2 566012.4270 1346857.1430 769.70 29+47.23 287.13 RT **************************************** BM1 ELEVATION = 719.05 N 563584 E 1347187 Y1 STATION 53+71 78 LEFT RR SPIKE IN BASE OF 15 INCH DOGWOOD **************************************** **************************************** BM2 ELEVATION = 721.88 N 565373 E 1347232 L STATION 43+25 43 LEFT CHISELED SQUARE IN BRIDGE PIER BASE **************************************** **************************************** BM3 ELEVATION = 739.23 N 567774 E 1347226 Y1 STATION 11+80 56 LEFT CHISELED SQUARE CORNER OF UTILITY BOX BASE **************************************** **************************************** BM4 ELEVATION = 708.75 N 565895 E 1347527 Y4A STATION 10+00 N 68^23'34.0" W Dist 245.30 CHISELED SQUARE IN CONC BRIDGE WHEELGUARD **************************************** **************************************** BM5 ELEVATION = 752.35 N 565887 E 1348051 Y2 STATION 32+83 30 RIGHT RR SPIKE IN BASE 24 INCH PINE **************************************** **************************************** BM6 ELEVATION = 729.15 N 564277 E 1348598 Y2 STATION 45+74.81 S 36^03'33.1" E Dist 429.60 RR SPIKE IN BASE 15 INCH OAK **************************************** **************************************** BM7 ELEVATION = 732.69 N 565282 E 1350065 L STATION 73+92 123 LEFT RR SPIKE IN BASE 18 INCH POPLAR **************************************** **************************************** BM8 ELEVATION = 751.32 N 565481 E 1347043 L STATION 41+08 63 LEFT CHISELD SQUARE NW SIDE OF I-85 SB BRIDGE **************************************** **************************************** BM9 ELEVATION = 706.69 N 566324 E 1344275 L STATION 12+19 79 LEFT CHISELED SQUARE IN BASE OF CANTILEVER TRAFFIC SIGN **************************************** **************************************** BM10 ELEVATION = 709.28 N 566133 E 1344081 L STATION 10+33 120 RIGHT RR SPIKE IN BASE OF 18 INCH OAK **************************************** **************************************** BM11 ELEVATION = 751.56 N 565346 E 1347036 L STATION 41+58 63 RIGHT CHISELED SQUARE IN SW CORNER CONC BRIDGE ABUTMENT **************************************** **************************************** BM12 ELEVATION = 719.60 N 565153 E 1350253 L STATION 74+92.39 S 41^26'47.3" E Dist 73.11 CHISELED SQUARE IN CORNER CONC DROP INLET ****************************************