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'F. <br />Y <br />__.. IIIIIIIIIIII IIIII IIIIIIIIII <br />IIIIIIIII IIII <br />I <br />s' <br />,r <br />f <br />i, <br />4 <br />i <br />w <br />• c <br />s <br />2.: <br />40 <br />I' LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />A 1 TYP 40' ROADWAY SECTION STA. 5t14.77 TO 6 +55 <br />2 17' NO SCALE <br />an' <br />6 TYP 40' R <br />2 7 NO SCALE <br />C TYP 24' <br />217 J NO SCALE <br />I LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />S_TA.6+80 TO 8+63.86 <br />SECT ALONG SEDIMENTATION POND EMBANKMENT <br />T <br />,4i <br />LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />.9+91.50 TO END -OF <br />d <br />1985 68 <br />R GRAVEL <br />E MAT'L <br />SP <br />ORRUGATIONS <br />NG <br />T INV 6975 <br />— '---_1NLET MV 6978 <br />F EMERGENCY SPILLWAY PIPE CROSS SECTION STA.6 +13 <br />2 7 NO SCALE <br />NOTES <br />I FILL MAT'L SHALL BE FREE OF SOD, LARGE ROOTS AND ALL OTHER <br />VEGETABLE MATTER <br />2 ALL EMBANKMENTS SEDIMENT POND EMBANKMENT SHALL BE STATED AT THE LOWEST <br />POINT, BROUGHT UP IN fil LIFTS AND COMPACTED TO 95% ASTMD 698 <br />3 ALL ROAD SURFACES SHALL HAVE A 2" CROWN <br />4 ALL CORRUGATED STEEL PIPES, UNLESS OTHERWISE INDICATED BY A <br />DFTAIL DRAWING,SNALL HAVE MITERED ENDS TO CONFORM TO SLOPE <br />3 -0 <br />1 I <br />:CID <br />2' — <br />1 <br />m <br />INSTALL COLLAR W/ <br />CORRUGATIONS VERTCAL <br />COLLAR TO BE OF SANE GAGE <br />AS THE PIPE W/ WHICH 'T IS <br />USED <br />1/2 "x2" SLATTED HORi2 HOLES <br />FOR 3 /8 "OBOLTS <br />I2 "TYP <br />I/2 "1 2" SLOTTED VERT HOLES <br />FOR 3/84 BOLTS. <br />ELEVATION OF UNASSEMBLED COLLAR <br />SCALE I' _ ' -0 <br />r-► '2 -M1N -- --I <br />I <br />CORRUGATED METAL SHEET <br />WELDED TO CENTER OF BAND <br />m <br />L ( l <br />SECTION B -B <br />SCALE ! 1 -0' <br />NORTHERN COAL COMPANY <br />FIGURE 13.3.5 <br />GENERAL DETAILS <br />I of 2 <br />scale: AS SHOWN SHEET I OF 2 ME -8253- <br />NORTHERN COAL COMPANY INC. <br />I I <br />I � <br />y <br />is <br />IN Y <br />°a <br />€al in <br />E u xiK i¢ <br />2 ciLi d ❑ <br />rn <br />4i O I Li <br />� ry � I ry 61 ry <br />d UUIIU FU <br />i <br />__.. IIIIIIIIIIII IIIII IIIIIIIIII <br />IIIIIIIII IIII <br />,r <br />f <br />4 <br />w <br />• c <br />s <br />2.: <br />40 <br />I' LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />A 1 TYP 40' ROADWAY SECTION STA. 5t14.77 TO 6 +55 <br />2 17' NO SCALE <br />an' <br />6 TYP 40' R <br />2 7 NO SCALE <br />C TYP 24' <br />217 J NO SCALE <br />I LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />S_TA.6+80 TO 8+63.86 <br />SECT ALONG SEDIMENTATION POND EMBANKMENT <br />T <br />,4i <br />LAYER GRAVEL SURFACE MAT'L <br />TYPICAL EXIST GROUND <br />.9+91.50 TO END -OF <br />d <br />1985 68 <br />R GRAVEL <br />E MAT'L <br />SP <br />ORRUGATIONS <br />NG <br />T INV 6975 <br />— '---_1NLET MV 6978 <br />F EMERGENCY SPILLWAY PIPE CROSS SECTION STA.6 +13 <br />2 7 NO SCALE <br />NOTES <br />I FILL MAT'L SHALL BE FREE OF SOD, LARGE ROOTS AND ALL OTHER <br />VEGETABLE MATTER <br />2 ALL EMBANKMENTS SEDIMENT POND EMBANKMENT SHALL BE STATED AT THE LOWEST <br />POINT, BROUGHT UP IN fil LIFTS AND COMPACTED TO 95% ASTMD 698 <br />3 ALL ROAD SURFACES SHALL HAVE A 2" CROWN <br />4 ALL CORRUGATED STEEL PIPES, UNLESS OTHERWISE INDICATED BY A <br />DFTAIL DRAWING,SNALL HAVE MITERED ENDS TO CONFORM TO SLOPE <br />3 -0 <br />1 I <br />:CID <br />2' — <br />1 <br />m <br />INSTALL COLLAR W/ <br />CORRUGATIONS VERTCAL <br />COLLAR TO BE OF SANE GAGE <br />AS THE PIPE W/ WHICH 'T IS <br />USED <br />1/2 "x2" SLATTED HORi2 HOLES <br />FOR 3 /8 "OBOLTS <br />I2 "TYP <br />I/2 "1 2" SLOTTED VERT HOLES <br />FOR 3/84 BOLTS. <br />ELEVATION OF UNASSEMBLED COLLAR <br />SCALE I' _ ' -0 <br />r-► '2 -M1N -- --I <br />I <br />CORRUGATED METAL SHEET <br />WELDED TO CENTER OF BAND <br />m <br />L ( l <br />SECTION B -B <br />SCALE ! 1 -0' <br />NORTHERN COAL COMPANY <br />FIGURE 13.3.5 <br />GENERAL DETAILS <br />I of 2 <br />scale: AS SHOWN SHEET I OF 2 ME -8253- <br />NORTHERN COAL COMPANY INC. <br />I I <br />I � <br />y <br />is <br />IN Y <br />°a <br />€al in <br />E u xiK i¢ <br />2 ciLi d ❑ <br />rn <br />4i O I Li <br />� ry � I ry 61 ry <br />d UUIIU FU <br />i <br />__.. IIIIIIIIIIII IIIII IIIIIIIIII <br />IIIIIIIII IIII <br />