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0 <br />3610 <br />3600 <br />3590 <br />3580 <br />3570 <br />m <br />a <br />H 3560 <br />3550 <br />3540 <br />3530 <br />3520 <br />5 10 15 20 25 30 35 40 45 50 q <br />3610 <br />SLURRY WALL <br />DELINEATION POST <br />3600 <br />3590 <br />3580 <br />3570 <br />Storage <br />-A.. <br />3560 <br />3550 <br />3540 <br />3530 <br />3520 <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 <br />Storage (ac-ft) <br />SLURRY <br />WALL <br />{d_ -- — <br />oOkeL 00192 BS <br />INSTALL POST AT J <br />CORNER "GAP" <br />(TYP ALL 4 CORNERS) <br />%/ <br />;SAND & GRAVEL S40'OF <br />�h a <br />s - -A_ - SECTION A -A i- -_ -� -� <br />TYPICAL RESERVOIR SLOPE DETAIL <br />N.T.S <br />NOTES: <br />z <br />1. POSTS TO BE INSTALLED EVERY 100 <br />N <br />FEET ALONG PERIMETER OF SLURRY CONCRETE <br />t� <br />2. POSTS TO BE SET 20 FEET OUTSIDE <br />LEGEND: <br />0 <br />m <br />— — — — — — PROPERTY LINE <br />- <br />SECTION LINE <br />3. POSTS TO BE INSTALLED AT THE 4 <br />o m o <br />--- - -- <br />_ -- - - -- - <br />FENCE LINE <br />J <br />O <br />_ = <br />DIRT ROAD <br />H <br />a <br />u <br />- <br />EXISTING WATER /DITCH <br />E <br />v <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />O <br />[—I <br />Dpn3 <br />N <br />�lL^ <br />O <br />Z <br />a <br />3 <br />O <br />IL <br />6 "6 TREATED <br />cc <br />mri <br />LUMBER POST <br />20' <br />cc <br />'0 <br />N <br />3�. <br />C <br />@ <br />FlNISHED GRADE <br />N a <br />cc C <br />2 <br />N <br />o <br />3' <br />— <br />a 0 <br />SLURRY WALL <br />(TYP)~ <br />.:. 33" <br />_ <br />m <br />C <br />C <br />o <br />� m <br />i O <br />L <br />� <br />NOTES: <br />V <br />1. POSTS TO BE INSTALLED EVERY 100 <br />N <br />FEET ALONG PERIMETER OF SLURRY 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 />J <br />CORNER "GAPS." <br />J <br />rp <br />SLURRY WALL DELINEATION POST <br />H <br />a <br />N. rs <br />d <br />E <br />v <br />O <br />N <br />O <br />3 <br />IL <br />a <br />rn <br />Z <br />O <br />V) <br />w <br />66 F' s <br />BEDROCK <br />'$gSSir} � E'10 <br />yr`rnnu�im <br />07115 <br />Dare 411/13 <br />Designed By_. -_ . TPY <br />cn.&o By JCY <br />Fi. JTaury Grading <br />100 50 0 100 200 300 Scale - -- -- 1. 300' <br />Sheet: DL: <br />SCALE IN FEET 3 <br />9 <br />