BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 3 BL-3 910428.6630 1602199.7430 968.25 OUTSIDE PROJECT LIMITS 4 BL-4 909703.9600 1602802.7140 961.38 18+84.70 56.28 RT 2 B4506-2 909128.7720 1603343.4370 937.93 26+71.30 50.13 RT 5 BL-5 908685.7980 1603790.4430 912.08 32+98.38 53.93 RT 1 B4506-1 908292.5740 1604300.8000 894.73 39+39.60 6.17 RT 11 BL-11 908005.0550 1604655.6730 898.53 OUTSIDE PROJECT LIMITS BY1 POINT DESC. NORTH EAST ELEVATION Y STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 6 BY1-6 908143.5330 1604887.7900 904.67 OUTSIDE PROJECT LIMITS 7 BY1-7 908520.9850 1604402.4960 895.20 13+87.17 16.56 LT 8 BY1-8 909123.9990 1603942.0280 895.68 21+40.23 29.29 RT 9 BY1-9 909250.8490 1603547.1810 911.43 25+47.36 16.57 RT 10 BY1-10 909181.9330 1603020.7020 932.68 30+75.78 15.01 RT BENCHMARKS (NAVD 88) **************************************** BM1 ELEVATION = 969.03 N 910562 E 1602093 L STATION 10+00.00 TO BM1 N 54°00'31" W Dist 234.45' CHISELED SQUARE IN SOUTHWEST CORNER OF U.S. 52 BRIDGE OVER RAILROAD **************************************** **************************************** BM2 ELEVATION = 906.41 N 907858 E 1604841 L STATION 42+25.00 TO BM2 S 51°10'47" E Dist 408.29' RAILROAD SPIKE IN SEAM OF PAVED CONCRETE DITCH IN MEDIAN OF U.S. 52 **************************************** **************************************** BM3 ELEVATION = 945.30 N 909101 E 1602787 L STATION 23+14.00 472 RIGHT NORTHERN MOST BOLT ON A FIRE HYDRANT SOUTH OF EDGE OF PAVEMENT OF KING/ TOBACCOVILLE ROAD. ****************************************