BL POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 1 BL-1 539226.6760 687395.3730 2049.58 2 BL-2 539714.8850 687589.2390 2040.63 3 BL-3 540172.5470 687684.8020 2034.67 4 BL-4 540678.2950 687722.2510 2035.53 5 BL-5 541281.0000 687756.8520 2035.87 6 BL-6 541713.6900 687774.5670 2034.61 7 BL-7 542152.4430 687807.2270 2055.80 8 BL-8 542572.7430 687816.4630 2081.09 9 BL-9 543029.5110 687835.6290 2111.10 10 BL-10 543471.5030 687879.4640 2137.24 11 BL-11 544071.7820 687967.9150 2155.95 12 BL-12 544390.5900 688074.2820 2160.20 13 BL-13 544950.6210 688216.7220 2167.39 14 BL-14 545389.5550 688336.2390 2174.07 BY1 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- A3 BY1 540172.5470 687684.8020 2034.67 15 BY1-15 540100.9900 688144.9610 2035.65 BY2 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- B3 BY2 540172.5470 687684.8020 2034.67 16 BY2-16 540783.3440 687431.9960 2051.31 17 BY2-17 541117.1280 687285.2370 2053.75 18 BY2-18 541320.3910 687160.4110 2045.18 19 BY2-19 541662.9190 687055.2200 2035.37 20 BY2-20 541972.2680 687157.7880 2041.81 21 BY2-21 541983.4910 687647.2170 2069.01 22 BY2-22 542363.3020 687758.8050 2080.78 BY3 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- A9 BY3 543029.5110 687835.6290 2111.10 23 BY3-23 542999.9460 688148.6570 2123.14 24 BY3-24 542920.4440 688411.3740 2118.62 25 BY3-25 542587.8960 688620.2170 2096.17 BY4 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- B20 BY4 541972.2680 687157.7880 2041.81 26 BY4-26 542082.9010 687387.5600 2086.72 27 BY4-27 542295.8200 687290.0380 2117.14 28 BY4-28 542538.9230 687315.0510 2131.96 29 BY4-29 542676.2800 687170.5660 2147.61 30 BY4-30 542994.0230 687244.6180 2152.13 31 BY4-31 543134.0360 687375.2110 2141.83 32 BY4-32 543189.9840 687638.8450 2143.84 BY5 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- A10 BY5 543471.5030 687879.4640 2137.24 33 BY5-33 543657.1080 688240.4180 2145.49 34 BY5-34 543815.7650 688458.2060 2149.28 BY6 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 35 BY6-35 544384.0590 687473.8810 2136.09 36 BY6-36 544326.3720 687731.8550 2153.07 A11 BY6 544071.7820 687967.9150 2155.95 BY7 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 37 BY7-37 541125.0720 686857.5540 2055.48 A18 BY7 541320.3910 687160.4110 2045.18 BY8 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 38 BY8-38 541703.3110 686791.9590 2040.99 A19 BY8 541662.9190 687055.2200 2035.37 BY9 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 39 BY9-39 542021.4820 686841.4850 2045.86 A20 BY9 541972.2680 687157.7880 2041.81 BY10 POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 40 BY10-40 543444.3820 687484.6130 2121.32 A31 BY10 543134.0360 687375.2110 2141.83 **************************************** BM1 ELEVATION = 2071.27 N 539083 E 687455 8" SPIKE IN BASE OF 8" VIRGINIA PINE **************************************** **************************************** BM2 ELEVATION = 2043.29 N 540312 E 687577 8" SPIKE IN BASE OF 17" BLACK WALNUT **************************************** **************************************** BM3 ELEVATION = 2036.23 N 541246 E 687736 PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM4 ELEVATION = 2070.88 N 542285 E 687951 PUNCH HOLE IN CURB CORNER **************************************** **************************************** BM5 ELEVATION = 2140.52 N 543505 E 687872 PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM6 ELEVATION = 2164.22 N 544646 E 688239 NGS VERTICAL CONTROL MARK "N257" **************************************** **************************************** BM7 ELEVATION = 2156.80 N 545386 E 688290 8" SPIKE IN BASE OF 27" YELLOW POPLAR **************************************** **************************************** BM8 ELEVATION = 2042.54 N 540087 E 688181 8" SPIKE IN BASE OF 13" YELLOW POPLAR **************************************** **************************************** BM9 ELEVATION = 2060.55 N 541075 E 686868 8" SPIKE IN BASE OF 15" BRADFORD PEAR STUMP **************************************** **************************************** BM10 ELEVATION = 2042.90 N 541397 E 687174 PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM11 ELEVATION = 2046.43 N 541695 E 686692 8" SPIKE IN BASE OF 24" RED MAPLE **************************************** **************************************** BM12 ELEVATION = 2042.42 N 541607 E 686997 ANCHOR SCREW ON DUKE ENERGY POLE **************************************** **************************************** BM13 ELEVATION = 2051.71 N 542046 E 686907 8" SPIKE IN BASE OF 27" RED MAPLE **************************************** **************************************** BM14 ELEVATION = 2038.77 N 541946 E 687055 8" SPIKE IN BASE OF 16" SYCAMORE **************************************** **************************************** BM15 ELEVATION = 2131.10 N 542569 E 687271 8" SPIKE IN BASE OF 18" YELLOW POPLAR **************************************** **************************************** BM16 ELEVATION = 2121.72 N 543456 E 687498 8" SPIKE IN BASE OF 13" YELLOW POPLAR **************************************** **************************************** BM17 ELEVATION = 2139.75 N 543161 E 687376 8" SPIKE IN BASE OF 20" YELLOW POPLAR **************************************** **************************************** BM18 ELEVATION = 2094.55 N 542552 E 688642 8" SPIKE IN ROOT OF 20" BOX ELDER **************************************** **************************************** BM19 ELEVATION = 2146.61 N 543786 E 688776 8" SPIKE IN BASE OF 18" WHITE PINE **************************************** **************************************** BM20 ELEVATION = 2135.70 N 544389 E 687464 PUNCH HOLE IN CONCRETE SLAB **************************************** **************************************** BM21 ELEVATION = 2154.36 N 544151 E 687867 PUNCH HOLE IN CONCRETE SLAB ****************************************