BL POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 1 BL-1 672072.6680 858852.2960 2623.54 OUTSIDE PROJECT LIMITS 2 BL-2 671858.2660 858772.9490 2619.00 OUTSIDE PROJECT LIMITS 3 BL-3 671525.6710 858963.6310 2639.98 10+62.65 206.03 LT 4 BL-4 671357.3240 859073.2610 2658.07 12+23.99 325.72 LT 5 BL-5 671296.8200 859214.7120 2663.76 12+75.76 470.60 LT BY POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 6 BY-6 671907.2470 858961.7550 2638.70 OUTSIDE PROJECT LIMITS 2 BL-2 671858.2660 858772.9490 2619.00 OUTSIDE PROJECT LIMITS BY1 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 2 BL-2 671858.2660 858772.9490 2619.00 OUTSIDE PROJECT LIMITS 7 BY1-7 671524.9020 858736.3140 2626.68 10+77.27 20.81 RT 14 BY4-14 671083.9650 858754.1100 2639.54 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 2 BL-2 671858.2660 858772.9490 2619.00 OUTSIDE PROJECT LIMITS 8 BY2-8 671786.1770 858655.3690 2610.72 OUTSIDE PROJECT LIMITS BY3 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 9 BY3-9 671443.2800 859292.3230 2590.37 11+24.84 539.14 LT 10 BY3-10 671436.9840 859016.9420 2595.10 11+47.92 264.65 LT 11 BY3-11 671399.2730 858699.5810 2597.84 12+04.91 49.82 RT BY4 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 12 BY4-12 671384.0700 859564.9300 2637.99 11+67.32 814.85 LT 5 BL-5 671296.8200 859214.7120 2663.76 12+75.76 470.60 LT 13 BY4-13 671256.4280 858876.9920 2644.11 13+36.67 135.97 LT 14 BY4-14 671083.9650 858754.1100 2639.54 OUTSIDE PROJECT LIMITS BY5 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 15 BY5-15 671210.7400 859352.3540 2689.46 OUTSIDE PROJECT LIMITS 5 BL-5 671296.8200 859214.7120 2663.76 12+75.76 470.60 LT BY6 POINT DESC. NORTH EAST ELEVATION L1 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 5 BL-5 671296.8200 859214.7120 2663.76 12+75.76 470.60 LT 16 BY6-16 671123.5640 859078.7260 2673.92 OUTSIDE PROJECT LIMITS **************************************** BM1 ELEVATION = 2618.33 N 671846 E 858772 L1 STATION 5+00 N 38^ 51' 25.6" W Dist 705.48 CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE NORTHWEST SIDE OF INTERSECTION OF BRIDGE ST. AND MAIN STR. **************************************** **************************************** BM2 ELEVATION = 2646.11 N 671905 E 859034 L1 STATION 5+00 N 16^ 34' 11.7" W Dist 634.40 CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE NORTH SIDE OF MAIN STR. POINT LOCATED+/- 72' EAST BACKLINEOF BY6 STA. 5+00.00 **************************************** **************************************** BM3 ELEVATION = 2629.90 N 671394 E 858764 L1 STATION 7+01 415 RIGHT POINT SET ON TOP OF THE 6TH METAL RIVETED BOLT ON A I-BEAMTYPE GUARD-RAIL ABOVE A METAL PLATE READING "CAROLINA STEEL & IRON COMPANY. **************************************** **************************************** BM4 ELEVATION = 2591.57 N 671479 E 859291 L1 STATION 5+00 N 22^ 45' 45.5" E Dist 197.12 CHISLED SQUARE ON ROCK OUT CROP. POINT IS LOCATED 8.2' FROMTHE NORTH RAIL OF THE NORFOLK SOUTHERN RR HEADING WEST TOWARDS ASHEVILLE. **************************************** **************************************** BM5 ELEVATION = 2627.71 N 671101 E 858732 L1 STATION 7+20 S 86^ 14' 12.5" W Dist 347.42 CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE SOUTHEAST SIDE OF THE INTERSECTION OF US 19/23/74 (CHURCH STR.) AND SR-1643(BRIDGE ST.). **************************************** **************************************** BM6 ELEVATION = 2659.52 N 671293 E 859155 L1 STATION 5+40 45 RIGHT CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE SOUTHWEST SIDE OF THE INTERSECTION OF US 19/23/74 (CHURCH ST & HAMPTON HEIGHTS RD. **************************************** **************************************** BM7 ELEVATION = 2690.47 N 671203 E 859347 L1 STATION 5+00 S 54^ 40' 18.2" E Dist 161.67 CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE NORTHEAST SIDE OF HAMPTON HEIGHTS RD. POINT IS LOCATED 53' FROM THE NORTHWEST CORNER OF A ONE STORY FRAME DWELLING **************************************** **************************************** BM8 ELEVATION = 2633.61 N 671352 E 859621 L1 STATION 5+00 N 82^ 16' 56.7" E Dist 410.36 CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE SOUTH SIDE OF US 19/23/74 (CHURCH ST). POINT IS LOCATED 455' DUE EAST OF INTERSECTION OF CHURCH ST & HAMPTON HEIGHTS RD. **************************************** **************************************** BM100 ELEVATION = 2603.33 N 671659 E 858624 L1 STATION 5+80 689 RIGHT CHISLED SQUARE WITH "X" IN CONC. SIDEWALK ON THE SOUTHWEST SIDE OF MAIN STR. **************************************** **************************************** R38 ELEVATION = 2605.17 N 671661 E 858541 L1 STATION 6+30 755 RIGHT AT CANTON,ON MAIN STR.,DIRECTLY OPPOSITE THE SOUTHERN RR STATION, 125' FT NORTH OF THE TRACK, IN THE SOUTH WALL OF THE BLUE RIDGE PAPER OFFICE BUILDING OFFICE.10' WEST OF THE STEPS. OF THE ENTRANCE. ****************************************