|
<br />
<br />12" FLARED END SECTION
<br />
<br />
<br />t
<br />~
<br />,
<br />j
<br />I
<br />?
<br />
<br />, . .
<br />-'(/..,', .. . .4 .'
<br />->:.y;,/ . ." <1'1. .
<br />0",//"''':' '- 1 -..
<br />_/ '"'/"" . ... A
<br />)/\:,"/ ". '/' ,-'-,
<br />(,(,<:~.~.-;'\< .. . 44 /.' '~,
<br />." '/ "",,, . '. .t. . . ~ Q1. ; 41. : tl . /
<br />"~~f~,~ .~. 4 ,::,; ','< '
<br />~ ...</../ -' - - -,>/,><-',
<br />'\.'<<<~</,,'y,/,<:</, -,,'~,(<'~/' ,(/ '<<' ,',< /- '{ /, ,'</,"(/.... "</";:/'- '< /, '<./<;</,.'<(;' :'
<br />"./\." ,..../ "/"'V~'/','/"'''/- "'),"/"'/"/';..."'~'" .",r',',,,, _
<br />I ""'//,'/' - /'//' 6' /,//,//' '//'//"
<br />. , '
<br />
<br />.
<br />
<br />. ,
<br />
<br />.
<br />.
<br />
<br />. .
<br />
<br />i
<br />j
<br />I
<br />i
<br />"H_I
<br />
<br />NOTE: 1 0' TRANSITION TO TYPICAL SECTION
<br />
<br />CONCRETE-LINED CHANNEL
<br />A T STORM SEWER OUTLET
<br />SCALE: 1"=1'-0"
<br />
<br />FLARED END
<br />(SECtT6N--
<br />
<br />
<br />-,"
<br />
<br />. .' :; ,....,. ~l
<br />.....'.--..:....-... '.'..... ;:'J
<br />
<br />. I
<br />~ " .
<br />,--> ,-" - -;,' : <', ': ,.~- . .." '~-. . -;.: ,
<br />,~'>'~ >'''-'/'' -,;.-""~' _/":>:
<br />('::::~(<,:'2//-; :<:;:: , '/ '/'/",,' :~
<br />'/,',.' 'Y'~\'//" />..."-/' . t .
<br />/ / /' ,~, /,'" '
<br /><,'\, - . -' ',,- " ------.
<br />>;/ti,>>>./:(~;c~/.,~ :~/:;;:(/,/ '
<br />\, " ',' '\ "- ~, "-' '\.', "
<br />,',' '. '\ /':"':'/>...'; - " ','.'
<br />12" 12"
<br />-- -~-~
<br />
<br />
<br />THICKENED EDGE DETAIL
<br />SCALE: 1"=1'-0"
<br />
<br />18"
<br />I--.._.~------I
<br />
<br />'1--- , .__________-CONCRETE
<br />o I
<br />Ni
<br />~I
<br />I
<br />1
<br />
<br />:.
<br />
<br />"
<br />
<br />,
<br />I
<br />I
<br />
<br />~ '
<br />I' ,
<br />i
<br />l---_~~ ..!
<br />I
<br />
<br />... -.\ ~ p'rr':-1 r'lT"j'!" ~"
<br />I ,0:'\ 1,- r\ I i I Lx',.J
<br />", iTH r:".c;::s:c;:-n
<br />
<br />. -- FVC CLUN-OUT
<br />
<br />[-~~--]
<br />
<br />1 ;-";t<t'/\~[~J) P'jC
<br />Clf=:\~.J--CUr FL~G
<br />
<br />,- 6" -45' BEND
<br />
<br />
<br />/-12" x6" WYE
<br />
<br />12" STORM
<br />(OR 6" UND'-f-"':;''''')
<br />t. '\U'V\d"
<br />
<br />NOTE: WYE IS UPSTREAM OF BENDS.
<br />
<br />CLEAN-OUT DETAIL
<br />SCALE: 1"=1'-0"
<br />
<br />/MANHOLE RING Ai~U., CDV[/<
<br />o PER CDOT STANDARD
<br />"- M-604-20
<br />
<br />-J;:.-:
<br />
<br />
<br />- -- 'A;\STk; '-,r)...L S
<br />
<br />PRECAST .________
<br />flAT TOP "'"
<br />
<br />
<br />24"
<br />
<br />-GRADE f;'\';S &
<br />BR1Cf< (Ol,:;\S~:S
<br />AS NtfTn.>
<br />-'IN U~,PI,: J N<EA
<br />USE UH[liT CROUT
<br />
<br />_~ __'~ ~__~__:n _ 41f__L.~:..
<br />
<br />.-'''\.
<br />"
<br />
<br />
<br />. .'
<br />
<br />-PREU,SI I. "'.,F
<br />
<br />4'\2\ PPLCAST
<br />1<1':[ f( ~;r (; TlONS
<br />
<br />'.'
<br />
<br />;
<br />d,
<br />
<br />,
<br />.
<br />,
<br />
<br />.
<br />, '
<br />
<br />~.
<br />
<br />"
<br />
<br />'. ..1(.. ~
<br />
<br />\ :
<br />
<br />/
<br />
<br />E:~.:~~~~~;'~:~;':D"~~ .J ~"I,
<br />
<br />N()lL~;:
<br />'.~,[f CDO! STANfWm M- (i04--70 FOR F~EINFORCI~JC
<br />
<br />7. ~,lIY<; ~;Ilt'LL I3L f<EQUlr~ED WHEN THE MANHOlE
<br />DU'III r:XCIFJJS 3'-f)' AND SHALL DE IN
<br />N:cormANC[ WITH MSHTO M 199.
<br />
<br />Ndl:!JiOL1:LJJEJ.'AJL
<br />
<br />NO <,CAl C'
<br />
<br />VJ~C ~NGIN~~~ING, INC,
<br />
<br />16GO SOUTH t,UJION STRELT
<br />SUI TE 500
<br />DENVER, COLORADO 80222
<br />PHONE NO: (303) 757-8513
<br />FAX NO: (303) 758-3203
<br />
<br />t.,,,. :.);(,,:'~CD ~.PlL
<br />[:~.,';\\\:..j -1-~~
<br />C"CfTD
<br />l'~:- \':::"~:D
<br />;": ---l:iJ:L T
<br />
<br />-',-""""",,,,-
<br />
<br />1 UM 1/24/J4
<br />
<br />NO, flY DA TE
<br />
<br />----I
<br />I
<br />
<br />~""""">O:"'__'--
<br />
<br />- _._~-
<br />
<br />CONSTRUCTION NOTES
<br />
<br />NOTE: CONCRETE SHALL BE CLASS A OR E3
<br />FIBER-REINFORCED CONCRETE (FIBERMESH)
<br />
<br />STORM SEWER PIPE SHA~L ElE CORRUGATF.D H:(~H [,fNSIT'r f-'e'llLTliTlf l'Jt
<br />(HDPE) PIPE WITH SMOOTH INTERIOR LINING CONFOI<~.':NG TO TI iF
<br />r,EOUIREMENTS OF MSHTO M-234.
<br />2 UNDERDRAIN SHALL BE CORRUGATF.D HOPE f-LKI CRATm Pllel WiTH
<br />SMOOTH INTERIOR L1N:NG CONFORMING TO THE f<EQlIIRWENTS C>
<br />AASHTO M-234.
<br />3. rlPF: INSTALLATION <,HAll. [if IN /"CCORDMKT WITlI !\c,H1 FTcm,n,ENDt [I
<br />PRACTICE D-2321,
<br />4, F'IPE COUPliNGS SHALL BE S,OIL TIGHT SPLIT COUPL:iK~ '{11TH
<br />NEOPRENE CASKET. USE ONLY FITTINGS SWPLlED OR PECO~,ME N[)[ 0
<br />E3Y THE PIPE W,NUF!\CTUr,Ef<
<br />5, PIPE BEDDING MATERIAL SHA,Ll hE CRU';HED ROCI' OR CRAVEI.
<br />II;' MAXiMUM SIZE.
<br />G. COMPACT TRENCH BACn ILL 10 90% STANDr.F,O ~'ROCTUr, [IE N':'IT,
<br />PER ASTM D-698.
<br />7. PROVIDE A ~AINIMU~1 OF 1 FOOT Of' COVER OVEr; lOr) cr f'li"[
<br />8. ADJUST fAANHOLE PilAS AND CLE,\N-OUT COVERS TO M/\ICH FiNN 'f,!,Uf
<br />9. RENCHMARK AT SOUTHEAST CORNER OF FAIR'hA( U,NE TO PE, F'P,"J:DUi
<br />E3Y THE TOWN OF COLUMEJiNE 'Ii-LlE'
<br />10 CONSTRUCTION STt,...,I~JC TO DE PROVIDED P( nl[ T(!\I;~J ,=,;
<br />COLUMBiNE VALLEY
<br />11. CONTRACTOR TO ACCESS F'f:Oi'EI':r Y FROM CUl DC' '1,( /. T rre T u~['
<br />OF CF!lVER LANE
<br />12. REVECfTATiGN OF DiSTURE,ED Ar:EAS fjY ,JlhEi,:'
<br />1 5 F)r.~OVI[)E TCiOLED CCJNTU<::TION ,JeMJT<; ,-'IT 10-.1 (Ie 1 :NTUVN':,
<br />iN CONCRETE-Lll\rD CHANNEL PEF: COOT:;T/,NC'.WD ~k..c.rJ)-I,
<br />
<br />2'-6"
<br />
<br />2'-6"
<br />
<br />. ,....j
<br />I
<br />I
<br />
<br />',~-I
<br />I' !/
<br />-;
<br />---
<br />
<br />"~,'>
<br />/~:<.-/.
<br />'<>/~'
<br />
<br />
<br />
<br />l'
<br />
<br />
<br />';'"
<br />';'-<,;-< . .
<br />',"", .. ;.,~-
<br />{~,:;V~. .::/<'</ '0"," . '" .
<br />',~"':;)/'y'~/).':);:)</.,,\.Il ." ~4 , ,/, " .
<br />//..v/,...(!...,:./.,~(,\</;-...(/.,!<(-, ", ' ........ .,v,,'-.{'..../,'<....
<br />", . ','/ /""v/"'/"'" - '.Il .. ,/,'", .,'. ,
<br />. "-<->'.,>//'<(/{/>-.:(/"///.':(-j'.:// .. /<'i'\~~0<///'/
<br />"~,',>, ',' "'~'_,'<0-'~'0""".. ,s~"_:-\.;",-",,.../>, ,,>,
<br />y, .Y/,;, /;'-//////,'/ /::-;/;~/ ;Y-f)///."./ r%-),
<br />...v .,'..,..". ""';.'.,'_:-"':-':'~"--;..:::,(-,.;''''
<br />/.'>-/ ))'/;//')
<br />
<br />CONCRETE-LINED CHANNEL
<br />TYPICAL SECTION
<br />SCALE: 1. =1'
<br />
<br />E2
<br />
<br />01
<br />
<br />W:J
<br />TOE WALL DETAIL
<br />SCALE: 1"="-0"
<br />
<br />3" CLEAR
<br />
<br />J4S;
<br />
<br />MIN.
<br />
<br />4'<
<br />
<br />^'
<br />
<br />s::
<br />zO?:
<br />
<br />4" CARDBOARD
<br />
<br />. .
<br />
<br />.
<br />
<br />"
<br />
<br />-'tl't-
<br />~ I I
<br />, I !
<br />I I
<br />
<br />rJ'-~nDOC:::--[)
<br />r I\u, ,--,~
<br />
<br />EX;STI~'~G
<br />12" U~P
<br />
<br />1:( I-:::;~ [
<br />, I
<br />, I
<br />_______._._ _1 _~._ I
<br />) - --1' ----..-----';, ---~-,~--
<br />i.' .,' \ - , (:,
<br />L~;-.~~:": I'
<br />, '
<br />-if"~ ^ LL t Qv""'U"D "
<br />j-j"t... r\ nj~ 1~ ___J
<br />WITH 12" LAP SPLICE
<br />
<br />CONCRETE COLLAR DETAll,
<br />SCALE: 1"=1'-0"
<br />
<br />6" MiN.
<br />'"C/" '^'~'/? 'f J~J J ~J c '.1' Y/o _,"V,
<br />/~'::;/.y",:r.;,,-:-<\(.;,' /,~: rJ ~ rL.r ~ 7r.J r I _ j '.(",(.(.~'~~(//Y'
<br />"">/)"\;/. .J'n.IJ';/. f'Ir.J~ ~;/,,-,
<br />-,~,:' c' c"fJ' ~ J-1 rJ-':}J, "~
<br />~/>i/ ~ 0 r-.--- )>~
<br />>", ",.".' .' ..,,::-, COMPACTED SOIL
<br />';.>:/- ~.".' '" -.'.: :..',", '..~.;.' . .. .'-. '.. >'/ / .
<br />'~. ".~~:'-~~~:'.~.><' ~:\-~.:~ .{.::\
<br />
<br />>~ ',:6.:~>' '.":':S...;:~CLASS A FILTER MATE;~,~:'!_ PEi{ CDOT
<br />('O:'/~,:" ,';;'.F ~ STANDARD SPECIFICAT~C; Ju~O~.09
<br />E(', ';"':<"':-'" ",< CLASS B DRAINAGE CLO, fc."f,LE
<br />en C;",;":,".:;.:.>,.~~",; '>:~WITH l' MINIMUM OVET!.,,' f)
<br />-:s ,; _,...:r:.:;--.'..~..~~~:>~ :_-".:...;.:- >___--;
<br />"- -~ , . ';::y 6" HDPE
<br />/, ,<(",vd1ff;"/"..-:~:r PERFORATED PIPE
<br />
<br />
<br />UNDERDRAIN PIPE
<br />TRENCH DETAIL
<br />SCALE: 1"=1'-0"
<br />
<br />
<br />l' MIN.
<br />
<br />(v>~/~"::/~<'<~~:'<-V~-~< f _1 _j _J 1 J ~ _I _I _J _J ;/~~.,:'\ ~,\</",
<br />//(//"-'//,/)-:>:;--:;/;':;/;-/ rJ rJ ; J I JJ ~ ~J ~J J J I I fJ f );.,;'''>>:'/
<br />//-,,/'.//'-.r:;('-..,/\'/-<"--:'<~< r r f f [J J j J S"' , i /:-" ,/-","/,"</
<br />. "'~""'\.''\.'Y~,''''''),,'\'''''';:,\,,-. ,- "r:-J r Jj J- l' J r /'-',
<br />/>>:-<.<2<~ ~IJrf .r-'.r-SJ r rJ JIJ~I r", //
<br />>>/",>>, ,II rrJ'j.IJ .J.' ,I ,I ~ J ,r;; "~"
<br />",/,,-, J J r r J J oj ,-' J ) I ' ,
<br />/",y f S I jJ ,I f' I" 1 f ,1 f I' /)- - CO',")' CTrD SOIL
<br />~"". . ..~_ .,.' J, ._-. ._j. "_ :>(, ....,j I. "-
<br />'/;::;/ ", '-<.,'. '"'' ,", /' <,
<br />/ /~/.. , - - . - /'
<br />""';~~'S)~ :~'!'.:~';.::'- ' ,-. ,.. ,,\'
<br />~,,:/v .. ' ,', ,', ":.."'.' /,(
<br />"/' ~':-':', .* ..... ~ ".'
<br />" '/ ,/ .., .-' .
<br />///'-.( ,\ .-,," ~....
<br />5" MIN~"<:'::;', i;::<~;::-
<br />. "...'!' ~,':.- ~:"~." .- .,. . '.',
<br />-....' ~'. _-:--..... . .. ,'. r' '-
<br />/; ~ .;- . '-: .. -. .....;- .).~.~ -; ,~'. ~ ~.,~ ~ f'i,
<br />,'\..:-- , . '......''\
<br />/)/ .' ...-.... /'u
<br />'0 ;-',0-', ,>-.,'"". ""'...:-;, .,~' , "~U"DI~'-I r--;:;::-D
<br />. //., //.'. 2' / / ,..;... / / ,It ,~) I L,: :". ~: "-
<br />..' EARTH
<br />
<br />BAC:<FiU_ 'ro TOP
<br />Or f~,cr \,','ITH
<br />r oj L n
<br />BEDD:~:G ~,1.'\TERIAL
<br />
<br />STORM DRAIN
<br />PIPE TRENCH DETAIL
<br />SCALE: ,.' = l' -0"
<br />
<br />/,DD UNOERDRAIN f 01< CWC8 REVllW
<br />
<br />TOVVN OF COLUMBINE VALLEY
<br />5031 SOUTH MIDDLEFIELD ROAD, SUITE 101
<br />CGUJ:'.:GIi"<~E VALLEY, COLORADO 80123
<br />
<br />r~OJ:-:T r ';...~~ ,~::::~
<br />
<br />COLUMBINE V ALL:,:\' STORM SEVIER
<br />OUTFt,tL f~)YSTEM
<br />
<br />I...... ~...
<br />~ ,.. - "
<br />
<br />DETAILS
<br />
<br />"
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />j
<br />I
<br />I
<br />!
<br />.
<br />
<br />I
<br />I
<br />i
<br />
<br />,
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />~
<br />i
<br />I
<br />'l
<br />.
<br />.
<br />1
<br />
<br />,
<br />~
<br />
<br />()"".!~""1" .'~I~,'",~"'''''l
<br />': ',', ~. ,.. -4 i .._ ." _ ... I' ~
<br />,
<br />
<br />REVISION DESCRIPTION
<br />
<br />..,.,.._",,..-"""----~
<br />
<br />-_.......""~.....,._,,'....".
<br />
<br />".....,...,.,_....,~- .....',.", ",',rl,. ",.."..~,. ...,~""...'-.
<br />
<br />--
<br />
|