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<br />, <br />I <br />I <br />, ''I-Intake \ Defail A <br />!~ sfruclu'i~ B - B <br />'-- '50 ff radius <br />(J- ~:;I <br />/ ; CllflJtfUnnel <br /> <br />I (approx. local/on) <br /> <br />.I "5 dowels bend to <br />ad as bott reinf <br /> <br />Make rough <br /> <br />\ <br /> <br />~ <br /> <br /> <br />Ex,'shn'j COfferdamh <br />loeallon ~, <br /> <br />PMsenl Flow \ <br />channe/___ \ <br /> <br />Breach8d <br />secft'on~ <br /> <br />\ <br />\ <br />\ <br />\ <br />\ <br /> <br />Approy. breach~d <br />wldlh 50'!. <br />I <br />I <br /> <br />4~O" <br /> <br />r <br /> <br />5!.O" <br /> <br />5~O" <br /> <br />4~OIl <br />l <br /> <br /> <br />, <br />C:> <br />-. . <br />~- <br />1.) <br /> <br />i- <br /> <br />"E/ 9385,6! <br /> <br /> <br />Rebuild breached <br />s~e flon # 4 Iyp. <br /> <br />Proposed divers/on <br />condulf loe,alion <br /> <br />AI --l <br />DETA/L A <br /> <br />:" <br />-, <br />~ <br /> <br />/ <br />/ <br /> <br /> <br />I. Cont ractor sh... 11 ootaln cof f,~ rdam <br />fIll from nearby borrow area,; 1l!'llng <br />the driest fill availabl, as approved <br />by the resident en~lneer. <br /> <br />36"eonc,pipe <br /> <br />NOTE: <br /> <br />The contractor shall instill! 3 sluice <br />~ates furnished by Owner. <br /> <br /><;pecifJ cation:~ <br /> <br />'. <br /> <br />/' <br />/' /' /' <br />/' /'/ PLAN <br />See eKisling ref'erence dwg, C-899D <br />shf 7 of' 8 for additional details <br /> <br />Walt!r level <br />vanes :1__ <br /> <br />TImber aCC"'55 walkway(Typ.) <br />[I, 9378.9 + <br /> <br /> <br />/2!O" <br /> <br />/2'-ON <br /> <br /> <br />5' Min bUna' <br />3(;. Concn.r., pi e <br />Culoff Col/,ars <br /> <br /> <br />SAN LUIS VALLEY <br />IRRIGATION DISTRICT <br />RIO ."ANH; RIiHAYOIA <br />AEHA81LA nOlI <br />CONSTFlJCTtON \"Ut'rcnuA <br />OUTlET'GAlES <br />HA~ZA ~INEERING co., CHICAG <br />. ,,~ n' PROJECT MANA( <br />DATE Nov. 86 OWG, NOSKC I <br /> <br />36" s/,de <br />gate <br /> <br />Inv6rl <br />EI. 9366,~ <br /> <br />" <br />" <br /> <br />Ot-OO <br /> <br />Ot-27:t <br /> <br />3-"4 <br /> <br />~ <br />~ <br /> <br />2'02'0 <br /> <br />2. Fill shall be placed and spread in 12 <br />inch thick layers. Compaction shall <br />be by sheepsfoot ~oller. . <br /> <br />1. Cont ~acto~ sha 11 place se lect s fil <br />a~ound perlmete~ of pipes and US!! hand <br />tampe~s to comp>lt:t. <br /> <br />A/ - A/ <br /> <br />2i <br />1[/ <br /> <br />IO! O' <br /> <br />I ~5f EI. 9385,6 t <br /> <br />22 <br />'=l/ <br /> <br />5. Reinforcing biHs shall conform to <br />ASTM A615, Grade 60 <br /> <br />4. Concrete strength shall he JOOO PSI <br />minimum <br /> <br />0t-57:! <br /> <br />A-A <br /> <br />10 <br /> <br />20 <br /> <br />o <br /> <br />'0 <br />1"'-10' <br /> <br />30 <br />, <br /> <br />1. <br />