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Bl .....'lcY'"1OO.I.Jo;. .........0..[ ,,,..c....o CCroi!:FI I/EOVO"~ _UO LK1~' ",,"0 ><>5- t;'_#' 1I~4. i"': 4'$'-0' _"<._5~' L' lO~o" A L t " . m'.';;~.~ . . ~ " I .;~J+,\, , . v ..,~ J6't ,\\\,A~::,iJ! OJI'\~" T!, -- I '-____ ~409 " , 1-- T 5;JJ .. r I \ . I . 3i>a-3S \ I' :~ ID' \ ln/~. .... r---j"\~::--- , F~" WO, , , ...... .. 1,--",--, J -'!"'J::::,- 1-. h , , r---..'Io' \.0.>.0 ,,.'~~ fitX' "I "'~' Jill" -,' " ~--,J .'.,- - 3:}- . t , ~ TR.o.NSITtOJol GUTILR BJ TYPICAL PLAN VIEW ). ~LET ~,.. LENCTH 16'.4' l. -15'.C' , " I . TP:'N,.IT,~.. GIJ"":"i:~ J '8" m ~ L-5' (-10' L-15 ,--'C"'''l>~fIlfl''''T'''''~.Dr.wo~II''~ I I I 409----.,,.601 .--5D~--. r-4!}9 -----W"-j1r--409 ----$03-_ "r--409 I, "'/)"1><>'<' I I" -_, II J8'''oJ'""",r':''', ""t'-, ..~'~...a..J~c..:..........j. !',.:;"'-"O.J" '1,;"'-40.1 I~' -, - I, f~- l \. c'""..- .r~,"';"'.1 . i.1 '0' ." j 6~ . ! r' 4:;1 40f, I" 40/ . ~401 I _n"C.__ 'i HOfS \ ~. I L"'D'or~5:;A:I; t. "'-1' J""... t ---l...l .!; .....\ i .40~i I. \",' I- -I' 8:...-1 '- -=-;:;~ IS"<>-:. I 1 <far. i. P'o:fj ~~:V! i ~J~03 \ j 'I~,,,:i:, ::,1<03 ,~~:,~","" '1',' r "'j" 'l.:.L!" l,iC1l ,.; ::--.1 _ r." ~.: ( .-.1 " ) .....Li!- -1'"AIt t ..... -:' .: ...._..., . . . _r:..;:::;::. 'I' ~'c".../ 4QS) 406) : '405) "406 I '405-' '-''OJ (;."- , e'c.: i 6',,: i 6",,_:._ (;"0' , 6"" c, . I 6~8' _~--/{'.6'"-----l___!6'_8'__ SECTION A-A REGULAR INLET L 10' L-!S' '8'" m ~----j 157-'. Pr Cj dil Cl ~ 502 60/ r----, 503, 502, I-50?, 1- 50., l :~ I I "09:- I, ,i,l 8- r---U T 1 , ' .. \~ ; i' "g", ~ ! orll" c;:;~"' ,/-m <0'-'; .DT I ,~) i I ~ I ~ i Ii f~I<J, I i c",,'j:~;;, 1---. ,-r""" r"""'c~,,;~~ j 1_':'1 P I ~ II II ~i lu H-,.s' , r-"07 r 1 ~l-------r;- I IT i) ;~rj,-.'" " ~l-l - ~:' :f!~' \~' \' I.' " 'i[i i.'1 ~-:j:1 m'~", \ '~3: Ir~:J <,,- "'0-:] oj "'J"~ l j' III '"'~" \~! _",'0" -~-;- -,~f. ! L=! .n.~ i-_..V/S I SECTION A-A INLET WITH DROP BOX-, H>5' . TABLE ONE - BAR LIST FOR CURB INLETS TYPE I I I ALL INCLTS INLE"-s' H <: 5' 1 MARKIDIA_I,~C.:-.Cr-TYP::"L:- 10 15 i I" :>P....~IN" NO "1,()'Q ILENcn- NO <1~O'D LE""GT....I..,:J "1EO'O ,~[~GT...INC' '<ED'C' '0' <02 <03 , , I , /I' II /I" n 9 I II . I . 4'_0' I " . . T. '" I .'.0" " " , , Z5 , ;e .'-0" ,if '0' '0' <0< '08 <08 <w "II/ <" <" , I ! i ,. , , , " I " 9' I ,,' 8' u' u' u' , 6"_/;:/1 ttrlO'l 15"0' I /6'-0" I 115;'0' I I I I It! n vw n n II Yll II II "' " . . 3 . 6~tC' 31 13~!O' T 10'./0 '" /f'.o. 3 IO~/O" I 6 I /I ~'_IC' 7 s'/O' * S /0' -' 6'-0' 6 5".10' , '0; '02 '03 ,0< 5;':' 5V/ 5";: 5Y' -,~.' ,,-' I ,,~ti- 27 3~6" II ,,'-." 2Z 3' .... " m II " , , ~. 5 ,,'-1> " , I I O:,IC"! 60' '.' 2 8>C"; l' l' I 8'.10' ['..y" y '8[8.5 .o:..o'T I "';WO-S,.:)O, 1/5-10'1 I , 5--1"" 2E1N'S,'"OO BooR'5,3ROC *-.CIl!:''''IDT.oBl(TWO ' , ~ NU.L.OE 18" '-0, ~ ~ (SU 0-. LAor;)J1 oc:.....~ 1i':;~tEis'" ~ Sl:~CV'l8'AC[.o,SS<~n(:><>><n,..c,C>W.MJ.1A'tO.IT0C7""So.~~" - BARS AND QUANTITIES VARIABLE WITH TABLE TWO J 'H' .~1 ~ :::~;";l 4j~ ..:' ~::~:. N^ ~c:-~ n;~" ';;Tt;~rl ~;-t , , 9 , Lo5' L. .d LJ y-;" '.x...:,' 8 SlcTL ~u"D ~,"N: H n 7'J& 747 'eo Be,:; s~~ B~C 850 eao 897 '" 9:,7 '" 9~~ 91" 992 1001 ~J ~c' ~,..." I, ~ ~:,"i }' C' " '" 3:)5 53 " " " eo " " " 65 69 " n " 16J7 '" 637 ". 554 ee. 702 '" 732 '" 7~9 1779 32 " " 39 " 2-e-; l'-E" 2-2'j 2~B" " 1'2 3-~6 4'~O 4'-6 5'~O" 5'~6' 5-0- 5'-6' .J' 2-' 3'-8"; ! 3~6 3:'4 ,,- 2". ~'_ 0' : ~ 0":; ~€': Yo>'; I Y'5 i. " ~'-2" 4 -2'"' 3' c' \6 1'3 " , " , " , 19 110 20 110 .... 4 e""!.:J" ".. " ') " " " 53 " " 6D " " " " 382 1402 ! 423 ,\30 14:'1 , ~- 8' 5-~" I 1\5 1\7 " 22 !'9 2" 121 471 .; SI '8 4-_ 20 " 5<',52'" 5 ~B'", 5 e" 7-2'"15-2" 786-8- '" '. 7'-0"' N ~ , ~ N ~ ~ ~ 7'~6-- 8-:)' , , " Q" 9-6' '0 "" 105' 11' 0- " '.' . '-'- 22 .~ -2', 7'~2 ,I 6 5' 23 1'4 24 I 14 " '8 18 " 8-B' 7-8'16-'1'12" 9-2" 8 2'" 7' S"! 25 ::'J 9 e 88'17--11" ,y 21 9~2'" 8-5' 0-819-8"18'-'1" 11 i 479 499 I ~20 527 5" " " " 80 28 2S 2S " 85 " " " 3D m . G: T~PE Il T'fD[ III TYPE TV TYPE V I 'II~ I~, ~ !r{(6~~~11 ~~ IjC~~ i r-T I i i.~N~T" I I , ; I L.11 j! I I";~I ; i, 502 1;.'1"'1 ...<---; ..~----f ~ o a. ro ~ ~o ~- ...... N ~ -0 . ..~ -0. .- t:E 20 </>0 . . ~~ 00 00 BAR BENDING DIAGRAMS ---- (Dimensions ore ~ N ~ ~ O>~ o~ Zc o E m ~ ~ o c o <0 - u c .= 00 ~'" c .;.; 11) o. . .!: o c c Q.w "R" IIII~~~s H " 5' 10 r 15 LE..::;r..;I! NC' REOe: C,,,,'~7.. n , J' JI Ii ,If I 4'.0. I I " , . . ,If 1"-0- I /I (;'.'0 J' S'-Io' n 5'"'0' . < 3 . 3 3 3 . 5-10' Ii 5-10. I !I~O' I IC~/O' . 5"-z" Z'-!:!' r.;:/O" " 1(;'.0' 6 15"_IC' 3 . " le'-r " Z'-9' 7 1/5-/':1' ,. 5'./0' 22 J' 4'" If II' 5"' 6 J'-(;" "J -"-.- r7 ''''_~' 6 "'-6" 5 e--r 2 ,S' 10" 4 It'-ro'. !~..l"OO5i I I , IBEIAIls.SF!00S 4H>op'eox JNLEJS 15'-10"' rO"-lo" " "H" l..IS' L~ 51<:t, 497 ~,"8 SSg 571 ,. " 9J e;::: ,. 76 78 " " 8.5 " 90 " " " " '072 TYPE VI TYP' VII 'r Jil U l-.r_--i , /.i'~ IF"""'" TIm ot Bar) 405 Out-to-Out RE',I1S'O"~ v t>J":-I] 1'/" ,-----, 8,0,=-"':.'1 / CJRS -"-~CE/ . , w..~,; A TV"'E R '" I~L::~ is US,D WIT,. ..., '" ""J'""'--'--8~E :=U"'8 ,o,~m ..., A c-~-~,=' 5 TRAUS;T,C''< 1 S'"iA_'_ BE RE00IR[.) _ ~",-,--,.;;-,,:::,>jS...A~~8E=-AID ',l,o ;.S=u?S A~J GUTTER "'C::N"A6._E cu;>8FA(( ... _ i"GI' A '-~O-- P",. QOP( [,,~, n , MOUN1AlllE CURS AI'<D G0r:E.'I . 2'-0" 4~4' TRANSITION CURB 1t}'~"'tH"'_'" I -J !...';'" II ......... ~___ l.z'~l " I" ~ ~' c"." '~ i ci;- ~~~"- "'I?- -.:-p J'l LQ)~)-~:"~'1 ..J.....,~(z''",'',) 'I'"I'~ , ~i... _1'1-- 5?"c. '0; <08) "'- Al" rr'" 5~c IZ-ac Ill! ""'] "", ""'--1 .',,,,~, ""j--r ---nr:':;F"~ A'I'T' --11- ____1-_ r "pJ'-;....... Ii "02 401 l 9.,,; 1'-,;, lIo.c: ;--f1"cH:l Ii !, Ii 'nY; . 1:''-~ I' ~4~'Df""ETD'-:"Et>P'OR'''/''' ~ I'll HCUFORDf'':;.-:;E ~ t.;,;, ;~~.. I,:, ~[::;.:;;"~';:AW~":~ Ii ;. n': I~\ _u iEJ~ .;F:':if;2" I if, (I Ii ~ 1IIIc., .1\ .1\ "ri 11,.1 w~.",,,,,~, 1 "'I \ II ACC[OIANCE or rN~ 1: <1;// 'Iii: IN{F ,: 1f -r 1 ' !i~ Ii r't-'II ~ h " , j, ,~ I, ,~ . JI/~ L . ~ I ~s/""".nr."'(i,,"., /r-~,8"o.c I ,0> . "" BARR,;::'l s~ c.~<1I't..,.rLC)"<1<JIOIl.s_Z. INI.n ~TfY5 RUEl reR ALL H ~ 3'-6"' >----6~ r'w ,I I rNt1..- 11-~ :-..,;-.'"11 /18'1.._ '. ""~.... i rr;~,; . ill- i.l---r J C~F<,~~~' . "r:"""5" , .....)- I ;!T_/~,~.~~el: ~~J. .' I' If' ("','~ ~ "'II ' , '., I "'1'1'\ I"~t , ~:-----u) 'I" I "i- I ';-_.,.. , :, '1--"7'''''-'''''S~ , 1(--' -. ': '_t"".~._ ;,~ .lltJ 1. ~~ -....:.., I ____IY~."'"_,.'4' ___ ,;~--..r;<,"_:;"~liIYN# " ,-- ,.j ,-. 2 ' I." .-:-.. "1 -6 ..~ . " ~, "l -.... ..L!----~'_"''----'"'.-.:.>. r...........--- ~i" ~J"']"%''''_ ,,' M_ -<,c rZ'AfI"""""" , CURB Entire Assembly Concrete, FACE ASSEMBLY, Before Ploce Pouring L"06 6-"c \""crT. fLOW AL-, ,- /-0',- '0' 6-a~ r-~09 ~~ .~~, ~ '02 ~__ %:-;2"~~~_.L 1..-~ '---- -------..---;,.--;-, :"/i ;;' I~'..I=' II ' ."8___ -__-- I,ll .. 1'____ ;1L----11 I ) 1 UI! -i':T-~]~11 m "l~ ,1 !' I ~ :1 ,I I 'II --.,-~ ji " . '. _<I" ~ II-. \. _ _ ~__ SECTION B-B TYPICAL END VIEW Norc: MAIIh'tOt1MNC(CovrR, STAnONI'OIfl/r AND OI/rnOlY P/p€ ~( 'fU WCArED Arn-ttS.t.NEEfl/OlYr"'CTNl.Cr:. !4@8 Splice across r apfimw/' .y.-,,' I I COLORADO DEPAR1MtNT or TRANSPORTATION ,'4 .4~/Z -.'-" ..,Ic J CURB INLET TYPE R '" " L~-.II.~_ ,~ If.~,'' (001 rE::J 3A~S A~E IN S~C.TiI)N (I-d) SECTIONS c-c & d ~d STA~O^RD PLAN NO, M-604-12 S"-1(t:T 1 or 2 . I"" :ssuro 9T" STArr DE-;I(;N BRANCH r- DAlE: IRrVI~SJ Doil.ir, NOV. 1 1992 ~ . ~ .. ,/ t .L If .., 'J, 8' 10' " .. - .. P;::V1S,O...S " j' ~ .. , ... 10.1-&,)-4-'2 " "' , , " , , OIECK(PcD TQPD(')lQl '" .' GENERAL NOTES / I" ! i I .4@/2 lS'OForodlsftX/Ce ofofleasfJ L pipe dlomefers t. ~ '6 _ -- ./ -''- ....---- I I , / II ,I II II I I 11 ,,---_.1 L____,./ '-____J '-__, L__-. ,-____ ,-____ __J \ \ TYPICAL 7 /" MANHOLE COVER "" ", ! 1 ./ / "- -... '--:;.... -,- , , , , " = r'-1~ AL~ CONCRETE S>-<.>..I.L BE CLASS'" Oil B CONCR(~ WAl~5 .",.......L 8E ~ORIo.lED ON 80TH SiDES ANO Sk-'.LL 8[ 3"' n<lcx INLET S1'~PS S,",ALc 8E: IN Jl.CCQ.RO.>.NCE: ""'TI-< AA$HTO 101 '99_ C',,;RB F4C[ AS5["3'." S"'-'LL at GAlVAN'ZED .o.F1t.. w[LDtNG D:"OSED c~:mCRC1': CO"N~RS S>W.~ 8~ CJ-w,.oF~'<ED lj."" CURS A,NO c;uTTER CORNE<1SSHALL8EFIN,S...W70_TC"THiExiSTINCCUR8.o.NOam;::R8UOND THE TRN>S,lTIQIoI CUr,[R_ REINFQRONG BARS SH.Al..L BE DEFORMED .....0 SKoO.LL HAV[ .. :r W'l1"U" CLEARANCE OU,IENS/ONS AND W(\CHTS OF" TYPICAl. w-NHO\.E RING AND COVER AR[ NO"'INAl, W.!1:RW, FOR l.4lN"O.E RINGS AND COVERS S........L B( CR..,. OR (lUCTIL( CAST IRClH CQNFOR..,NG fO 71206_ SII'<C'[ PIPE E>.tfPI(S INTO T'"'E ~LET ARE VAR:.o.B1.E. T"E D''''E'I5lONS S/-IOW>! ARE 'TYP1c....._.o.CT\..IA.L 0'''('-'5'ON$ ""-'0 QI.;AI'<TITI[S 'OR CO""CRE7E ~ REll'<fORC(IoIENT Sl--<A<.L BE AS R(:Jv'RED IN THE WORK. QUA.'m;,ES ~CLUOE liOLlJIoIE5 OCCUP'EO BY PiPES. STRUCTURAl.. STEEL SHAU BE GAl VANIlE8 ........0 Sl-<.ALL CON-FQRIol TO THE R[QUIRE..ENT'S 01'712:,05_ :~ .....,' ~ , ' ,Y /- 1--4 --- .. , 2J~- r'j 1,1 ., 'Is'" i'/rl "e .",,'- - . -- u>::.~..."'~'~" "."'i ",", It' , ,;- ,"""~ '\d ';iI ~ rv;.{ Ul ~o NO. 4 8A~S ! g. '" ~ I F"OR 5' INl!:T I >>" S.~IC' .J5"~ON( Ih" HOl~ H\, ~, \~ fu~ Jr1.j (.,~{V rrPlCAl SFCTION AT HOLE o 4Hoops II L.rJ-" .. TYPICAL MANHOLE RING \ I .I _zg___lr_14__Z4._~ ---.fOUR NO . BARS I ....6._ ~~.<<:: -~ I Y~ 1\ ~, , 11 .... I .. 0 J.. Ii- 0 J. IFOR JC 'NLET t::'c. -I ~,I_ ,I _ I .., ...--......--Jl:7-J',,'---1 THREE 1'/. HOlES /d.Ie" I . --k.~.- I - '-1'. E:;":: "-oA :l , I If'" r""-r I .. .. I "".. 24~.. r-ZT-Z2':.-.....-..-ZZ~Z#"----U----'z.?~zr~ EIGI-IT NO, 4 BAAS 14i~ 1~4';~ #"~~ il' ~ " ~ ' I. <>' ,,~ --" " FOR 15' INLET ~5' I -,"o"---L-.JO=-LX1~J'O" I -"""~;rv( 'Yi' HQ(.ES .' ~.-fO' -J WEIGH-"S CHANNEL LAYOUT DETAILS COvER RING = 125 laS, = 135 lBS_ TOTAL '" 250 LBS, TYPE VIII TYPE IX COLORADO i DEPARTMENT OF TRANSPORTATION! ttd f~: 504 1, 2..1 J 1.' ~..'- CURB INLET TYPE R ISSUED 8Y STAff DESIGN BRANCH DATE PE:V!SED DATE: NOY. 1. 1992 STANDARD PLAN NO. M-604-12 SHEET 2 OF 2 . 8 ~21' 1'[ ~r bc~ #4l!t12 #4$6 '~ ..- 2~6~- , -<10 4'Fi/l~f 1... _ "-For r oc~ t+; #4(!lfZ DlXld info silk trolls f.SJmm, about ( . ..L, c Neor foCI! -4@/2 Bond info side /1Io/ls k ..,.-- "4~'P -, J ~JD S'-8' , 15L~. PLAN oJ' 1 '~ , ~ "' ~ I -1=1 i\.ifC': i) 1E I II L n p I ~ ( "- > <> --3 A I , . ~ " .. 8"-... t_:~:./2 ('i -' .......::..---;.. ~:.... 8" . ..,IE For face ~.4 @12 -4Edge bar each face, , 9 1 -.....-,----.' ~..~~.~ #4~/2 SECT/ON A-A #4~IO 12. Rrprop on 6" sand and lit r;rorel bedding (/~4Ed~ bor toch fou , f:j "" I \04 ~ /2 .48J12 .4~/2 i/,_ I ,~:dfJ , t . 24' 4 Hfillel . 7f-'~12 ~ ., ~ {, SECTION B-B { .4~8 "4 fJI2 . ~ :;JlJ 1 rfar rac~ I _, 'il -;,; l.I o[ 't j'f lJ ] IO~ (Near (ace 't , - , " ~ Splice ocross { qptif)nal SECTION C-C , i!.4 Edr.;e bUI~, "IJ4(~}l , ..] .( " f -,~ ' ~. . ~_ll1 \..#4@12 1t4 Ed'lf bors Bend mfas/Of IfIUlIs ~, . " -,;' SECTION 0-0 . f , ~'~IO Near fact #4lJl12 -r- ,-or foct! O. f *41!J/2 ELEVATION E- E ESTIMATED @ANTITlES Concrefe___n_n____nn__~_~___~____n.J6.6 CV Yr.k Relnforr:emerrf Sfee/_________~________u_J,120 U15 BUREAU OF RECLAMATION TYPE 7 BAFFLED OUTLET d S-l.-\ <6 REVISIONS: I f , I , <JOB NO.: %323 DA TE: 4~<ZIl'ila DRAWN BY: KL. CH~. BY: MJ;" NEUJAHR AND GORMAN, INe COt-lSUl. TlNG STRUCTURAL. ENGINEERS 88 STEELE: S1REET SUITE 200 DENYrR. COLORADO 80206 (~u~) 377-'2732 ~ ~ o ~ z ~ l? o ~ ~ ~ ~ ~ ~ o <Xl <Xl '"' I n "' v ~ o " OJ ~ . V N V o <Xl rn ~ 0:= ;:J E-1 U ;:J 0:= ~ rn ~ ....:l ~ ~ c;l Z - Z - ~ E-1 ~ 0:= C'J o Z l? Z - ...:l - ~ o ~ o z ~ ::g < < ~ ~ E-4 o E-4 U < ~ E-4 :x: o o::l E-1 ~ ....:l Z - c:'6 . "' o o '" o ..J o o , r \ , ';-40' , . ~"IO' 1 I ~ Ll1 '03 l~"~;m~.' , 'I ' , I 5"':>~ . , j,,~r1'5"~ I f""~"'SC~"'- I ".-Ir ~"aDf ~ _..!J /C;",t; " I / I ---'-----oJ - ~ "-=J ' -.. ....1 "O~.J:.!' .Jd'----JJ L.:r.EDm~nd -'\.,:q ,l-',o,PE 0'" N0R'.'''L \ . <] .. \ ~:;j:Ji1 I'" ,"0 CC~'" ~E"' , . NO'!T: '01> ~,,5' [_'0.....0 l.l~' REI>//,,4f."1 INLETS' 101AL Ou....H- TI~S ~rrDn; ARo Ou~$IOE 0; 1..(..(..'..-81-"':""""[ pROPSOJt"JN(CTS: TO~to.:. OUMJTI_ 1[[$ ~ED::D ARt ",SOD[ Of' m[ ..(A"" 8.'<';:K lIN[) SfE~( WEIGHTS/DC ,"'CT INc;~UX STRUI;;n,f,.',A:" STEI:". / / (NPnr-far:P " r".f@r2 ,.1, F" ,-- l,ti --. jJF ~ 1 !t':)-;,'c:t,L L I--l-6'--~ Splice across Ii opfH:Jnol u . 0.. ""'- . ~ o o '" o ..J o o w <:) o '" z w " o w '" m . .. " ...... SHEET NUMBER: . ~ ""'- o z ...... z z ~ ..:l 0.. w <:) o '" z w " o w '" m (!) :::; o >- (!) w o '"' ~ ,. " w 0:; :::; E-< U W E-< ...... ::r: u 0:; ~ ~ ~ n OJ X o m o Q. 8-2 OF: