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<br />10" <br />~ <br /> <br />#5 C 10" O.C. <br />"'-. <br />!L <br />4'-0" <br /> <br />~ J <br />. ~ . I, <br />I" ,I'" <br />:1 . I <br />1 . 1 <br />r.' '1- <br />I. 1 <br />I' ,j <br />~,' 1 <br />'. ~:. <br />I. <br />,'" I' <br />~ <br /> <br />#5 C 10" <br />O.C. E.W., E.F. <br /> <br /> <br />J:r <br /> <br />1'_O,n <br /> <br />/ <br /> <br />#5 C 10" <br />O.C. <br /> <br /> <br /> <br />. .' <br /> <br />#5 0 10" O.C. <br />E.W., E.F. <br /> <br />_:-i:.....~~_-.:....:..., ., <br />~ .. .. M.. ." _'- I. <br />__...........~_-:-_1::.,~. <br /> <br />. <br />.."'"'; :-....11...., ........ <br /> <br />DROP STUCTURE WALL TO FLOOR JOINT - SECTION DETAIL <br />o 0.5 1 <br /> <br />SCALE IN FEET <br /> <br />1 <br />61 <br /> <br />. .' <br /> <br />It <br />I <br />I TOOLED EDGE <br />I EACH SIDE OF <br />JOINT <br />'~'-- :1 <br />.. .. .. ~l. .." ".. .... ;. ~ <br />---......,...- ~"-- <br />... . .. ~ .. <br /> <br />3/8" x 6" <br />DUMB ELL <br />WATERSTOP <br /> <br /> <br /> <br />#5 @ 10" O.C. <br />NOTE: SANO BLASTING OF THIS JOINT NOT REQUIRED. <br /> <br />TYPICAL LONGITUDINAL FLOOR SLAB JOINT - SECTION DETAIL 2 <br />o 0.5 1 51 <br /> <br />SCALE IN FEET <br /> <br />10" O.C. <br /> <br /> <br />3/8" x 6" DUMBELL WATERSTOP <br /> <br />/ TOOLED EDGE EACH SIDE OF <br />JOINT NOTE: SAND BLASTING <br />OF THIS JOINT NOT REQUIRED. <br /> <br />TYPICAL TRANSVERSE FLOOR SLAB JOINT - SECTION DETAIL 3 <br />o 0.5 1 51 <br /> <br />SCALE IN FEET <br /> <br /> <br />4' DEEP <br />SPILLWAY <br />CHANNEL <br /> <br />PLAN <br />o 10 20 <br /> <br />SCALE IN FEET <br /> <br />CONTINUE ROAD SURFACE <br />MATERIAL ACROSS RIPRAP <br />STRUCTURE <br /> <br />MAINTAIN 3: 1 (H:V) <br />SIDE SLOPES IN <br />CHANNEL SECTION <br /> <br /> <br />. 1..5~L,QW DEpT,H, _ <br /> <br />-------- <br /> <br />52' <br /> <br />MAINTAIN CHANNEL <br />GRADE ACROSS <br />CROSSING <br />_____S=__~~~~~~~y~~q---~---- <br />I 16' I <br /> <br />DETAIL <br />o 5 10 <br /> <br />SCALE IN FEET <br /> <br />MAINTENANCE ROAD SPILLWAY CHANNEL CROSSING DESIGN C <br />41Q <br /> <br />12' DRIVING SURFACE <br /> <br />REVEGETATE ALL <br />DISTURBED AREAS <br />WITH LOCALLY <br />AVAILABLE NATIVE <br />GRASS SEED MIX. <br /> <br />02" <br />CROSS <br />SLOPE <br /> <br />MIN. 4" OF <br />PROOF ROLLED <br />___ DRIVING SURFACE\. ._._---- <br /> <br />~/~~%i<t~i~j>\:/~~'~~~~~s)S~:':~~~~r~.:~::>~:;~:~;i~~~ ':.;,> ,~~:,:,:~~,.~}..?/ <br />. . -;;:r-""'-- ''.,~~~~'>).:::0;'''''' <br />--- <br /> <br />MAINTENANCE ROAD DRIVING SURFACE CAN BE OF COOT <br />CLASS 6 ROAD BASE, CRUSHER FINES, CRUSHED <br />RECYCLED CONCRETE, OR ASPHALT MILLINGS IN <br />ACCORDANCE TO LOCAL AVAILABILITY AND COST. <br /> <br />MAINTENANCE ROAD TYPICAL DESIGN B <br />o 2.5 5 4 1 <br /> <br />SCALE IN FEET <br /> <br />I DRAFT I <br /> <br />SEO FILE NO <br /> <br />BIJOU IRRIGATION DISTRICT <br />EMPIRE RESERVOIR <br /> <br />REVISIONS <br />NO DESCRIPTION <br /> <br />DATE BY <br /> <br />MISCELlANEOUS AND STANDARD DETAILS <br /> <br /> <br />10 <br />