BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 101 U101 545811.8480 688449.4740 2180.80 14+27.65 49.24 LT 1 BL-1 546211.5100 688766.4250 2164.60 19+35.37 12.01 RT 2 BL-2 546482.4650 689093.1890 2160.03 23+58.51 14.68 LT 3 BL-3 546773.7860 689535.2090 2163.11 28+82.38 31.29 RT 4 BL-4 547294.8350 689707.0600 2147.39 33+96.22 90.49 RT 5 BL-5 547361.3220 690110.8580 2127.61 37+63.46 19.04 LT 6 BL-6 547361.9320 690475.6850 2122.01 41+23.78 30.16 RT 7 BL-7 547835.6630 690595.2260 2103.77 OUTSIDE PROJECT LIMITS 8 BL-8 548283.6070 690646.6100 2077.91 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 10 BY2-10 546363.2100 688366.1860 2159.95 10+13.63 11.07 RT 11 BY2-11 546297.5430 688569.3660 2166.81 12+25.72 13.76 LT A1 BY2 546211.5100 688766.4250 2164.60 OUTSIDE PROJECT LIMITS BY5 POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 14 BY5-14 548137.6500 689615.1950 2099.79 OUTSIDE PROJECT LIMITS 15 BY5-15 547572.0400 689779.3480 2148.55 OUTSIDE PROJECT LIMITS A4 BY5 547294.8350 689707.0600 2147.39 12+23.45 37.85 RT BY7 POINT DESC. NORTH EAST ELEVATION Y5 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- B6 BY7 547361.9320 690475.6850 2122.01 10+31.21 25.06 RT 23 BY7-23 547206.6780 690506.0860 2134.59 11+91.15 12.33 RT 24 BY7-24 546814.0880 690475.4570 2165.20 OUTSIDE PROJECT LIMITS BY6 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- A6 BY6 547361.9320 690475.6850 2122.01 OUTSIDE PROJECT LIMITS 16 BY6-16 547467.9290 690946.6250 2110.45 OUTSIDE PROJECT LIMITS 17 BY6-17 547530.0820 691390.2190 2085.72 OUTSIDE PROJECT LIMITS 18 BY6-18 547571.0660 691949.9680 2080.36 OUTSIDE PROJECT LIMITS 19 BY6-19 547673.7310 692494.4940 2071.06 OUTSIDE PROJECT LIMITS BY6 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 20 BY6-20 547646.1280 693148.9740 2049.74 OUTSIDE PROJECT LIMITS 21 BY6-21 547541.0430 693507.3590 2032.00 13+54.57 39.18 LT BY11 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 29 BY11-29 548022.7170 693556.8210 2040.44 11+23.99 15.90 LT A21 BY11 547541.0430 693507.3590 2032.00 16+13.40 27.47 RT BY6 POINT DESC. NORTH EAST ELEVATION Y9 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 22 BY6-22 547196.5140 694044.4860 2022.57 OUTSIDE PROJECT LIMITS 269 U103 546721.0790 694699.8370 2018.25 OUTSIDE PROJECT LIMITS 270 U104 546164.7420 694978.0130 2020.56 OUTSIDE PROJECT LIMITS **************************************** BM1 ELEVATION = 2194.83 N 545779 E 688382 BL STATION 5+00.00 S 41%%d 35' 46.5" W Dist. 578.86' 8" SPIKE IN BASE OF 14" WHITE OAK **************************************** **************************************** BM2 ELEVATION = 2158.32 N 546549 E 689161 BL STATION 15+27.00 18 LEFT 8" SPIKE IN BASE OF 14" BLACK WALNUT **************************************** **************************************** BM3 ELEVATION = 2149.24 N 547207 E 689742 BL STATION 24+40.00 61 RIGHT 8" SPIKE IN TOP OF 36" STUMP **************************************** **************************************** BM4 ELEVATION = 2114.89 N 547441 E 690505 BL STATION 33+70.00 9 RIGHT PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM5 ELEVATION = 2078.89 N 548385 E 690530 BL STATION 42+26.14 N 48%%d 55' 14.6" W Dist. 154.32' 8" SPIKE IN ROOT OF 22" YELLOW POPLAR **************************************** **************************************** BM6 ELEVATION = 2212.49 N 546067 E 688142 BY1 STATION 5+00.00 N 33%%D 00' 13.3" W Dist. 89.71' 8" SPIKE IN BASE OF 16" PINE STUMP **************************************** **************************************** BM7 ELEVATION = 2156.09 N 546447 E 688325 BY2 STATION 5+00.00 N 26%%D 07' 41.1" W Dist. 92.94' 8" SPIKE IN BASE OF 24" YELLOW POPLAR **************************************** **************************************** BM8 ELEVATION = 2161.32 N 546740 E 689509 BY3 STATION 5+17.00 39 RIGHT PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM9 ELEVATION = 2136.98 N 546304 E 689787 BY3 STATION 8+55.35 S 26%%d 46' 48.0" E Dist. 177.97' 8" SPIKE IN BASE OF 24" RED OAK **************************************** **************************************** BM10 ELEVATION = 2158.03 N 546695 E 690490 BY7 STATION 10+51.99 S 6%%d 48' 28.4" E Dist. 120.11' PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM11 ELEVATION = 2091.59 N 548256 E 689537 BY5 STATION 5+00.00 N 33%%d 15' 32.1" W Dist. 141.90' 8" SPIKE IN BASE OF 9" STUMP **************************************** **************************************** BM12 ELEVATION = 2088.86 N 547483 E 691359 BY6 STATION 13+94.00 42 RIGHT 8" SPIKE IN ROOT OF 15" RED MAPLE **************************************** **************************************** BM13 ELEVATION = 2073.99 N 547642 E 692563 BY6 STATION 26+16.00 29 RIGHT 6" NAIL IN ROOT OF 36" RED OAK **************************************** **************************************** BM14 ELEVATION = 2033.90 N 547545 E 693496 BY6 STATION 35+63.00 1 LEFT PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM15 ELEVATION = 2022.89 N 547182 E 694149 BY6 STATION 43+06.00 50 LEFT PUNCH HOLE IN SIDEWALK **************************************** **************************************** BM16 ELEVATION = 2078.22 N 547714 E 691300 BY8 STATION 5+02.00 12 LEFT PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM17 ELEVATION = 2112.98 N 547156 E 691483 BY9 STATION 8+85.00 13 LEFT 8" SPIKE IN 20" STUMP **************************************** **************************************** BM18 ELEVATION = 2104.55 N 548029 E 692085 BY10 STATION 5+00.00 N 16%%d 11' 33.6" E Dist. 93.29' 8" SPIKE IN 24" BLACK WALNUT **************************************** **************************************** BM19 ELEVATION = 2041.07 N 548039 E 693523 BY11 STATION 5+00.00 n 64%%d 03' 32.9" W Dist. 37.60' PUNCH HOLE IN SIDEWALK ****************************************