BL POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 3 BL-3 556136.6627 1251738.1092 916.80 4 BL-4 556662.2198 1251881.0846 923.49 1 HOKE-1 557223.8420 1252209.9260 918.27 5 BL-5 557637.0599 1252236.1516 917.69 6 BL-6 558143.9209 1252362.2586 911.99 2 HOKE-2 557909.4690 1252504.8580 914.04 BY POINT DESC. NORTH EAST ELEVATION ------------ ---------------- ---------------- ---------------- ---------------- 7 BY-7 557636.6810 1251296.0691 897.72 8 BY-08 557318.0653 1251723.7057 906.31 EQ1 HOKE-1 557223.8420 1252209.9260 918.27 9 BY-09 557020.0252 1252593.9436 922.75 10 BY-10 556919.6981 1253118.9160 911.88 **************************************** BM1 ELEVATION = 920.03 N 556611 E 1251684 RR SPIKE IN BASE 30" WHITE PINE **************************************** **************************************** BM2 ELEVATION = 923.41 N 556946 E 1252548 STEEL COTTON SPINDLE FLUSH IN PAVEMENT SR 2327 (BEAMAN STREET) ****************************************