BL POINT DESC. NORTH EAST ELEVATION L STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 4 BL-4 670481.3066 928018.6880 2151.79 12+38.50 9.69 LT 5 BL-5 671716.4832 928194.0225 2101.50 24+85.72 7.84 RT 6 BL-6 672966.3194 928034.6247 2063.67 37+39.47 67.85 RT 7 BL-7 673962.0850 927352.3410 2059.05 49+38.44 7.89 LT 8 BL-8 674938.3957 926974.3715 2039.72 OUTSIDE PROJECT LIMITS BY25 POINT DESC. NORTH EAST ELEVATION SR3431 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 190 -BY25-190 672705.2250 927702.9640 2054.38 12+66.04 12.67 LT 191 -BY25-191 672916.5570 928022.3000 2042.28 16+47.92 12.39 LT B6 BL-6 672966.3194 928034.6247 2063.67 16+77.96 52.85 LT 192 -BY25-192 672974.9670 928208.4450 2055.54 18+40.66 12.71 LT **************************************** BM3 ELEVATION = 2106.96 N 671564 E 928172 L STATION 23+32.00 2 RIGHT CHISLED SQUARE ON NE CORNER OF CONC DI IN MEDIAN **************************************** **************************************** BM4 ELEVATION = 2054.96 N 673766 E 927604 L STATION 46+40.00 104 RIGHT CHISLED SQUARE ON NW CORNER OF EXIT 31 SIGN OVER WEST BOUND LANES OF I-26 **************************************** **************************************** BM16 ELEVATION = 2045.88 N 672761 E 927821 SR3431 STATION 13+92.00 27 RIGHT RR SPIKE SET IN 24" POPLAR ****************************************