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0 5 10 <br />3610 <br />3600 <br />3590 <br />3580 <br />3570 <br />3560 <br />3550 <br />3540 <br />3530 <br />3520 <br />15 20 25 30 35 40 45 50 q <br />- - - - - - - - - - - - - <br />14 00 <br />+ <br />-� �Il��l'II' <br />20' (TYP) <br />B7 <br />Go.& GO qia B 8 <br />INSTALL POST AT <br />CORNER "CAP' <br />(TYP ALL 4 CORNERS) <br />3610 SLURRY <br />SLURRY WALL WALL <br />3600 DELINEATION POST 20' <br />3590 OVERBURDEN <br />WN/1" <br />3580 <br />3570 F --------- - VARIES <br />.Storage - <br />- SAND , & GRAVEL <br />3560 <br />3550 <br />3540 <br />3530 SECTION A-A <br />TYPICAL RESERVOIR SLOPE DETAIL <br />1520 N.T S <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 <br />Storage (ac-ft) <br />z <br />2 1*] v "70 wl Lea WITIT-Nua-Ml rq?.q�- <br />LEGEND: <br />PROPERTY LINE <br />SECTION LINE <br />FENCE LINE <br />D -0 <br />ID 0 <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />U <br />> <br />OA <br />0 <br />LL <br />z <br />M <br />-E <br />0 <br />m <br />6"0 TREATED <br />Q <br />MINES <br />LUMBER POST <br />cc <br />—20' <br />0 <br />0 <br />36" <br />> <br />c <br />n <br />FINISHED GRADE <br />y <br />L <br />W1110110 <br />0 <br />uj <br />I <br />3' <br />00 <br />SLURRY WALL—' <br />(T yp)_� 33" <br />= <br />-1 <br />AL <br />0 <br />I <br />:I% r <br />- - - - - - - - - - - - - <br />14 00 <br />+ <br />-� �Il��l'II' <br />20' (TYP) <br />B7 <br />Go.& GO qia B 8 <br />INSTALL POST AT <br />CORNER "CAP' <br />(TYP ALL 4 CORNERS) <br />3610 SLURRY <br />SLURRY WALL WALL <br />3600 DELINEATION POST 20' <br />3590 OVERBURDEN <br />WN/1" <br />3580 <br />3570 F --------- - VARIES <br />.Storage - <br />- SAND , & GRAVEL <br />3560 <br />3550 <br />3540 <br />3530 SECTION A-A <br />TYPICAL RESERVOIR SLOPE DETAIL <br />1520 N.T S <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 <br />Storage (ac-ft) <br />Z 0 <br />2 <br />tY <br />XF5 c j�CNS�X% <br />36&16 <br />BEDROCK <br />-0-5 <br />Date- <br />_411113 <br />­ <br />D. By wss <br />0-9-d By TPY <br />Ch.— By icy <br />F& JT-Sl— Grad'nu <br />100 50 0 100 200 300 Scale 1 -=300' <br />Sheet: Of. <br />SCALE IN FEET 1 3 <br />z <br />LEGEND: <br />PROPERTY LINE <br />SECTION LINE <br />FENCE LINE <br />D -0 <br />ID 0 <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />U <br />> <br />OA <br />0 <br />LL <br />z <br />M <br />-E <br />0 <br />m <br />6"0 TREATED <br />Q <br />LUMBER POST <br />cc <br />—20' <br />0 <br />0 <br />36" <br />> <br />c <br />n <br />FINISHED GRADE <br />y <br />L <br />0 <br />uj <br />3' <br />00 <br />SLURRY WALL—' <br />(T yp)_� 33" <br />= <br />-1 <br />AL <br />0 <br />:I% r <br />a) CO <br />0 <br />NOTES: <br />0 <br />1. POSTS TO BE INSTALLED EVERY 100 <br />FEET ALONG PERIMETER OF SLURRY <br />CONCRETE <br />WALL- <br />2. POSTS TO BE SET 20 FEET OUTSIDE <br />SLURRY WALL ALIGNMENT. <br />3. POSTS TO BE INSTALLED AT THE 4 <br />CORNER "GAPS." <br />_j <br />WALL DELINEATION POST <br />d <br />E <br />—SLURRY <br />N.T.S <br />0 <br />3: <br />L <br />a <br />Z 0 <br />2 <br />tY <br />XF5 c j�CNS�X% <br />36&16 <br />BEDROCK <br />-0-5 <br />Date- <br />_411113 <br />­ <br />D. By wss <br />0-9-d By TPY <br />Ch.— By icy <br />F& JT-Sl— Grad'nu <br />100 50 0 100 200 300 Scale 1 -=300' <br />Sheet: Of. <br />SCALE IN FEET 1 3 <br />