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<br />lIt <br />-f~ ~ <br />~~~ <br />~ <br />S~ <br /> <br />J WEEPHOLE <br />(TYP.) 6 TOTAL <br /> <br /> <br />18 t <br />J~ <br />~~~ <br />5~ <br />~CXl <br /> <br /> <br />j <br /> <br />o '5'. 0 12" O.C. <br />E.W., E.F. 3" lAIN. <br />CLR. F'ROM EDGES <br />DEPARTVRE SECTION <br />16' 0 Ill: SLOPE <br />to <br /> <br />WEEPHOLE <br />(TYP.) 6 TOTAL \ <br /> <br /> <br />IS'. 0 12" O.C. <br />E,Wi. E.F. 3' MIN. <br />cLIi. FROM EDGES <br /> <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br /> <br />SCORE CRACK CONTROL <br />JOINTS MAXIMUM EVERY IS' <br />ACROSS ALL SLABS <br /> <br />., <br /> <br /> <br />40' BOTTOlA.. <br /> <br />40' BOTTOlA <br /> <br />.1 <br />o <br /> <br /> <br />------ - <br />- - --------,- <br /> <br />--------....; - <br /> <br />'" <br />N <br /> <br />CREST OF DROP - 8' DROP <br /> <br />II <br />II <br />II <br /> <br />SCORE CRACK CONTROL <br />JOINTS MAXIMUlA EVERY IS' <br />ACROSS ALL SLABS <br /> <br />j <br /> <br />DEPARTURE SECTION <br />16' 0 1l1: SLOPE <br />t <br /> <br />'" <br />N <br /> <br />I <br />CREST OF DROP - 8' D~OP <br /> <br />II <br />II <br />II <br /> <br />II <br />II <br /> <br />-' <br />~t <br />~~ <br /><Jo <br />?<~ <br />~ <br />s:: <br /><II <br /> <br />ALL EXPOSED SURFACES <br />TO HAVE A ROUGH <br />BROOlA FINISH. <br /> <br />-' <br />~t <br />~~ <br /><Jo <br />?<~ <br />~ <br />s:: <br /><II <br /> <br />ALL EXPOSED SURFACES <br />TO HAVE A ROUGH <br />BROOlA I'1NISH. <br /> <br />26' OVERALL <br /> <br />26' OVERALL <br /> <br />PVC WATER STOP AT ALL <br />COLD JOINTS <br /> <br />8' NTS <br /> <br />14' <br /> <br />12' <br /> <br />s' WING WALLS 0 45' <br />(NOT TO SCALE THIS VIEW) <br /> <br />PVC WATER STOP AT ALL <br />COLD JOINTS <br /> <br />S' NTS <br /> <br />14' <br /> <br />12' <br /> <br />S' WING WALLS 0 45' <br />(NOT TO SCALE THIS VIEW) <br /> <br />4' <br /> <br />4' <br /> <br />_ UP~ T~ BAN~ <br />APPROX. IDF WATER SURFACE - . . . <br />.,.. <br /> <br />4' TALL <br />SIDE WALL <br />.. _T.. <br /> <br />4504.9 <br /> <br />UPSTREAM TOP OF BANK <br />---- <br /> <br />CHANNEL BOTTOM- <br /> <br />DOWNSTREAM TOP OF BANK <br /> <br />CHANNEL BOTTOlA- <br /> <br />4' TALL <br />SIDE WALL <br /> <br />. ._T.. '_" <br /> <br />S' TRAINING <br />WALL <br /> <br /> <br />SOS.O <br /> <br />II <br />110- <br />II ~ <br />II c <br />l' II it> <br />II <br />II <br />II <br />::1 <br /> <br /> <br />APPROX. IDF WATER SURFACE - . <br />.,.. <br /> <br />'5'. 0 12" O.C. <br />E.W., E.F. 3' lAIN. <br />CLR. FROM EDGES <br /> <br /> <br />\ <br /> <br />#5'. 0 12' O.C. <br />E.W., E.F. 3' MIN. <br />CLR. FROM EDGES <br /> <br /> <br />\ <br /> <br />DOWNSTREAM TOP OF BANK <br /> <br />" <br /> <br />Co APPROX. loF' WATER SURFACE <br /> <br />........ <br /> <br />Co APPROX. IOF WATER SURFACE <br /> <br />.,L ~492.0 <br />t- <br /> <br />- CHANNEL BOTTOM <br /> <br />- CHANNEL BOTTOM <br /> <br />3' HYDRAUUC <br />CUTOFF WALL <br /> <br />3' HYDRAUUC <br />CUTOFF WALL <br /> <br />DROP STRUCTURE #1~ <br />o 2.5 5 ~ <br />SCALE IN FEET <br /> <br />DROP STRUCTURE 112 W <br />o 2.5 5 . ~ <br />, <br />SCALE IN FEET <br /> <br />I DRAFT I <br /> <br />SEO FILE NO <br /> <br /> <br />6 <br /> <br />REVISIONS <br />NO DESCRIPTION DATE BY <br />