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, ' " , .. .:..t', ; . " .'~ .'- '> , . ;< . 10 - - - - - - - ~ r') o o _ I r') m m lCl " \. . ..' \ ,e;".; ". , , . I" ;":.", . " ' '. ,~ '"-I.,, .' ; ;_. "~ . _'0" . ".. ~ ~ ' " '-. , ,..' , , " : ~ ' ,~ .' , , , " A I I I I I G I F B D E c FLOW > / ~ EXISTING WEIR CREST EL. 5290.5 ---~ .... ........ #5 AT 12" ~r-...~~L,"~2-1 /. ...... ~U-~~vO >1 ....0". 11"."..." T~ ' , ',.\ I':' .:.:, :>.:.' -- . '~~.. ,c. ....:' _\ --ilJ1 <<"':.i ..' iQ I; --~":",",,,,""'" 1 3 ~"',~,,,","".:'."".. 2 ---~ CD .. " .. ., ,...", .' ". '. "j. ".. ". 10 EL. 5286.5 9 o 8 .1 ..: I:.: '.:" '. 5'-6 I' . . .. ... '. ~ .'. , : , I ! I LuJ .1. 12'-6 EL. 5280.5 7 ~7~~I.o~ EB ~ EXISTING WEIR CREST /';5 AT 12" r8 II . . .. . ~,". . ~. " '.' .._ 10 / .w .... ." t.. .... . . '" . . .,' ,: · ' / .,.> <';'.;.:':\'.('!'/.'i.; :~}...:';.,':',':.~~..:"".;.:'.>.i';'> .. .. . "'. ~ . ./ . 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" ...... ...... .".1 . ....... .:'..>:.'.: j.':.'.: -;:'.'~ ;.:< :':"'1' '<.f. :.;'.';,\ '.:.>. .;.; ":, ';'.;:~ .>.'~ . !~:'r---- /~-$,,~:'~~~~;- I 18'-0 10 ......~~.iC5'D. ...:...:_:c....... {.~...;:.:,:. l. ", "'~""" ".':..,:.;:...~.,.......":. 0"""'" " .... .~., ". :'. .' -'. . ~ .' ~ :'.' . --- . ( . . . . " . ". . '. .'.' . ./~~~:-:,~,: ':'.;;, '.:.'{.'J.':..':.:..\.:.-:.>. . .' .:.' / ~11 _.:.,.....~...:... -..;:;:;::',,' , -........ ~ 3 --.:..... '....'. .'(. <>;. ~......... ---~ 2 . --\ \ I i 2 . SECTION ~ 3/8"=1'-0 \:V 1 rmrro Brown and Caldwell lIDLlD Consultants t ..:;j ~ Denve, Colorado - SUBMITTED: J!J/".:J"'A,. At-1 './//~~~ . APPROVED: BROWN A"~ c.ouJ'lf,fJ' . . I LINE IS 2 INCHES A T FULL SIZE (If' NOT 2'-SCALE ACCORDINGLY) Ji\ AS-BUILT I H ZONE REV. REVISIONS DESCRIPTION DATE: d/t-/q-t. DA TE: $'/G-I1z... FILE DRAWN DESIGNED CHECKED CHECKED 5993 TDB RRP RRP iRAF , APPROVED: DATE: A I , D I I I I B c E F G 'K'"'' ',' . -' ~ . ". ,.,' -.,' ~. ,. ; ~.'.' J , ~ _. _1' ,- . 0, 'd' . . .."; :'- "".~ .. - \' ;" , -, . ) . '. , . . " I H .' -, I EL. 90.5 EL. 89.0 G}- . I I I I p I I I NOTES: N o L M K J #5 @12" 8 3 0 .1-- )\ ~ O\J~ --=---- 1. NEW CONCRETE 2. EXISTING STRUCTURE OUTLINE. 3. DRILL 3/4"DIA. x 7" HOLE AND EPOXY GROUT #4 AT 24", TYP. TRANSVERSE SPACING AND AT 36", TYP. LONGITUDINAL SPACING. 4. PRIOR TO CASTING NEW CONCRETE, APPLY EPOXY BONDING COMPOUrm. 5. ADHESIVE WATERSTOP. 6. FOR. GEOMETRY OF NEW CONCRETE, SEE SHEET 5 (BOA TCHUTE - PLAN VIEW). SECTiON H IS TAKEN AT THE CENTERLINE OF THE EXISTING WEIR CREST. 7. TYPICAL SPLICE LENGTH - 1'-9. 8. CLEARANCE TO REINFORCING EQUALS 4", TYPICAL FOR ALL l't, REINFORCING IN MODIFICATIONS TO DAM FACE. '"' &, 19" 3 ~ L CONCRETE TOE WEDGE DETAIL 3/8" =1'-0" ~-- ~ EXISTING WEIR CREST J::\ r-0 #5 AT 12" . .~' J /8 '. ~. ... ..' . . .-:'. .: ,. .. .. . " 10 '. I .;.. :. ,,;, , . . ;<~,"';Sj ,<;. <.' ':~.'~.;.":~ ;:-':,:;, >,':' ".;".'~. ,', ,.:.;' :.,~.;. ,'i ~'..';" .' . .' .' ',' ," ....j .., <.'; >..~.:...,:.. ':~:.':':: .;.1.... . I ", : - - - -1 - -i- I 11 , '=,,", . 'oo ~ . .:,....". . ' . - . . " J . J' . .. ".. ".~. ", : r..':' :S::::S;'D ,j .,.. , ':.: (;'. .> ..j . ::''- ':,'" I""" ":',',i:'>/ J ... . " \' ..' .' .;:: '. :' , , '<( '... .: ' -'::;';; '':'-~. )JJ ,I . ..':"< :.... ~....,:.: ::'!;:" f:l::c;;':::<-:':;: .;JJ/' ) ,',". '. , . . ,'. . "', ":";' ; ("I --- / J . .....~: '<:'.':.<<,y,:,:,>".:.::. ':" ...1::1 - -""-r~~~>~':' .<':':.:'.:.<~...,".' ~ / / 1 L_,-~~<:';";:":"::":", '1 , 0 3.:.." . "~" >': .: L--......___ _ .. -~ i - ,1 - *,.. .: ~, .-',- . .. '. .i... .' , . l, .." I" ... ~ :..<.. 51-6 , 2'611 f-- \ 12'-6 -1. I .I 5'-6 ~7~~',9~ EB 2 -'v- 6" 12"[ ~ - i ~ BOA TCHUTE , I 6" 3'-6 3'-6 6" "'-0 6" 4"-0 I (F\. I \V EB-, I \.8) I 8 I - I EL. 90.5 --I I 1:1 SLOPE,\\ EL, 90,0 \ \\ 4" CLR. \\" j \7' - --.' "/.:"" ,,',-.'. .. \ tr ./ nh':' , ...... ,. .W.... ..~~. ~ ~0 \, : '.:. ';'.<.:;. ':'::,,:,. i. ....:..~.:< ~',";'. .:'. .' Co' ;.hf y' " .. '. .',.' tV' ! '" t 11'-0 I : r-' ENGLEWOOD WATER I / INTAKE BY-PASS SLUICE. r (EXISTING) I I I - /D' '\.. 8..1 - - ( F "\ (SIM) \.8...1 - EL. 90.5 2 ;':1 SLOPE VEL. 90.0 ~' ,,:, .-.. + I ---: '-'" Q. , >- Nf- ~ ......... 4 /r---(D I I I EL. 90.5 -,-~---- .', r EL. 89.5 /r1:1 SLOPE 1/1" EL. 89.0 '\1 il/ \ ~ ~ I^ 3~ ..., ....... -L I"pc/..)" '-. ---... ....' 'v--" .~ ~ 'f-/ f;. \\I .'-'-0.. !::! C 'EL. 88.0 '- I ,#/1 , . ........ !'. It. 11- .":'..:'.~>. ,..,,,...,~",," jU . :.'i. ~._.'!~..",.:.'...~:j.:..'.~,:j.;.'...~.".""',.~::."~..:"".';:.j(.' :'.\!: : .. .~--~ --- I 0-1/ ~- 1_'-0 o ~ ~ ~ ~7~~I.o~ EB 0 BY DATE APP. - ~ UNION AVE BOA TCHUTE SKT 3-92 RAF DRAWING NUMBER STRUCTURAL MODIFICATIONS TO DAM FACE 8 SHEET NUMBER J I I I p I I o N K L M 6014 10 - 9 8 - 7 - 6 ~ 5 - 4 - 3 - 2 - 1 ~