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61\2 Tl iJL..t rnfFv~,v III Iii I I f I i I I r i_I-I-'- J -1-1-' ,- I -<,0...... I I I ~4 Al ONG r;'~ rop ~ W~l ' r2 T LONG T C-BA~S -I" I -r 5 -0" MAX FOR 1 1/2 1 Fll;,. SLOPES. UNLiI.Af7EO rOR S:"OPES ru..71ER THAN 1 1/21 I J,==ROXIUATE 1" :;=;..;~ e~TwEEN A.:.JA:ENT BOXES SHALL at: tiLLED y.:;~ LEAN GROUT "--- CB: TO~ WAll ~, ' '// .. <~-' '// . '<: ~'//"-" ?/~, ;~,~,j{: 1;', ~:"/ , /' ////, , 4" CO~CRETE CLASS 0 OR DT A ~ NOTE L tN[ A-It IS V[RT:CAl. FOR HEADWAll L '" LH~:jH 0" COt.jCR~T[ BOx CL'l VERT 1-6" 6' 11~:~1~1~1'~1 -.e 1,-"1,-3,1',,..19' '-YfcTRS 1 7' 8" Q" J(V "" I 11-10 2-0 -,-"' 1-4 ?-f I .3 -4" I .3 -8 \ . -0' .. _4 I 4_?" 1 ~d-BA=?S J...- . R ------ "'- ) ~ .J Sit ;4:S[: D[TA;,- "4" \:j"UiJ b ~ 0" RQt..QWAY SlAli0N!~c. - "",-,'" .' ,'cA,\\ /.........,.../'...X '\\\V'\" I ,_(" '\\'<<~'0.~~\~\~~~~\:V~\~ 12" CLASS A FILTER MATERIAL ( ~ ',,-- ~ LIniNG HOLES (lOCA'T~ By lJrR ) SHALL BE tiLLED WllH CRouT BEFORE BACKF'llllNG IS STARTED. (2 HO~::S PLA:ED DIAGONALLY MAY SUFrlCE FOR S"'AlLER BOX S;ZES.) 1'-0" --, ~4(CONT, ~'O AT '-0'- , I '\ fL.J# ' " 4' --'r 4x I -6 EMBED , 9" INTO BOX END 1.-0.. N' 0 '-0" II': I ! ! /tli ,-'f!"9{'~,l ' , ir.L _L" '777-~ L /{EW ANGLE , , I - - It /3W:C" /~\ " ~' ,,6\/ ,it,! / / P ~~ /' // ~ /....... '#./ ~ 1#" I," lL-1) \ /":::::;""'C~X()' 0' c=~--:r'i \'l,,---:~.,~. · 1'1 I " T;)[ W.....L : III buoo TYPICAL CULVERT LAYOUT I ...-CONCR::::'~ APRON. lr SPECiFIED O!\j PLANS "PRON TOE WA:..l l~ /) c ~ I ~ ,. ' , ~ ~Y" ~I" /11"" ruRV.:..D _ /., HOl~5 ~(;..,.:;;.. ; - F i( TO;O~F --4 II .. SEE STANDAR~S "'-601-',2,3 FOR HEADWAll AND TOEWALL OUANTITiES CLR o I '" I '" I '" I SHORT C-BARS I I ; At. TE RNA '! WITH-f------.o-l-: LONG C-BARS 1- ~J ' Wi ,'\'} CONSTR K(Y, -L.1Ct" -I I , -0'[' , . I' -0 , SKEwED HEADWALL. IF SPEClr lED ON Pl..ANS CONSTRUC;ION JOINT A l~e.l."'i~I~I~11 e = ,;{, I '-6" "-6" '-f" I h ::: I ]. I.J" 4 I ~ I w I I SECTION EXCAVATION & BACKFILL (eJOUBlE CLJcVERT INSTALLATION) LIFTING ,. (CONT.) I A ,. r AT "-0" CULVERT END (WITH HEADWALL) ? -BARS (CONT) .~ 'ID 18' . , . .' . 'T - DRAINAGE BEHIND WALLS, IF REOUIRED WilL BE SPECIFIED AND PAiD rop Itj ACCORDAt~CE WITH SECT:OI4 60S 5-IS'W,6'H PRECAST BOX CULVERTS r F' ~,\ "v~;;~~~~.:~~~'~';;~:TlVE 1 OR 2 DELETE THIS PORTION WHEN CONCRETE APRON IS SPwrl(D SEE WINGWAlL M -S1ANDARO FOR WINGWAlL AND APRON DETAILS, 0::: 1 -0 I 1 -"} , -4 t 1 -6 1 -B b::: 1-8 '2 -0" '2-." 2'-8.. 3-0' w= :-f t 3-:''' I )-f:. 14-2.! 4-8 c & d BA.,~S .4\1' -;; 1.441 -61"'01'-6"'IU#,' -61'401-f *(X)r,K. :::"""'Q/Lf" elf I C 210 j 0 2~9 0308 C 3~8 *Rf";:- 19/LJ 80 93 107 I 12' 143 * DC~S NOT Ir~Ci..UD::: iC~ "'l QlJANT1Tl(S j ~ - z. ... _II."' TYPICAL ! I I ~ I iif" _.J -----~ I I ________-.: 3 -0 3 Cl" ~4 BARS . 1!4 rAT 1-0 OUANTITIES rOR 10E WALL ONt Y -" 8 t.. CONCRETE 0049 Cu YO (lIN F1 T H TO E WA L L REINFORCEMENT 34 LB 11IN F1 WI I I f. -:-. I f.-f' I "7 -"">. c ~::f I .1)~7. J 604 t ~4 E I CTRS SI):' ,-ONC;TiJDI!'>,;A~ .~ r-:J~!r~:; E\A.qs PRO~IECT 1 -C' f.,m, I~"!"D :::..,;:.:\:::i-~ FL.::"O"l Of.! PIP( H€:ADWh~L. DETAIL "A" 1.40; _4 I.:)O~ -.3'1 ,~~,. I O~(l7 0457 I CSCf, 164 ! 2),0 286 1 HA,Q ! 41 f\ I N4 0 1'-6" I I I ,.-r I _--l L_____, I _________...J 14 II 2.-0'. 0 1 '-6" GENERAL NOTES ,--..' .--::;0 STRL:CTURE EXCAVATION DESIGN TABLE VARI€S I PR[FER 70:; T i , r I 1 j j STRLJ::TUR~ BACKFill (CLASS I) EMRANKf.lEr~~ M":",~RIAl GENERAL NOiES "-6" 1/-:''' (XPA"-.IS:ON JOIN. I.olA7fRIA:.., {NAil IN DLA::;E:,) 1 H, 8, 1 RiSE , I WAll TH'CTN~SS -) Lr. , i. - OUTSIDE I ' ~ . . : I i . >---t, l _~C"\,,,rr;~~ --i ~';7/;;I<?:::PlACE AN AOOROVEO . JOINT SEALANT MATERIAl ACCORDING TO ~"NUF AC1URER'S P::CQUVfNDATIONS PR[CA';T cOr./CR[E BJr CUl VERi 'SHA:..l CON'"ORtyI T::, THE RCQUIREMENTS or THE FOLLOWING SPECitlC":'1:0NS I 6-6" MAX 7-6" MAX 8'-6" MAX, I i I 9'-6" MAX. I --1. 3" CLR ALL EXPOSED CON:RETE COR~[RS Sr'lALl B[ CHAM'ER[C .)/.,.. W:NC.WA...L reOTINGS AND neaR or BOx CULV€RT SHALL BE PLA::ED MONOLITH:CAL.l Y (:':PANS:ON JOINT MATERiAl SHAlL COJ.,WORM TO AASHTO lr.l 213 AND PAYM[Ni" THLR[FOR SHA:..L BE It.elUDED 1"- TH[ PR:C:::: FOR CONCRETE. (BOX CULVERT) OR (WALL) DIMfNSIONS .'W. .'Bo... "RISE". '.k", .or, . m.. AND ANGLES rOR WjNGwAllS SHAL..l BE AS SHOWN ON TH[ PLANS ,; REINFORCING STEEL SHAll BE GRADE 60 THE ~IN)MUM SPLICE lENGTH FOR COMMON BAR SIZES SHAlL BE: BAR SiZE N4 10 N6 SPLICE lENCTH '.-3'. ,'-r 2'-0.' DESIGN DATA UNIT STRESSES. m " lITE... OR CONDITION M1N COVER AASHTO (OUIV ASh.. ~ :.'3~ lA:::L.~ US~ OESIGN rOR In.. ;MTn'6Tn:7Tn'8Tn'9~ I I I '., J i I I '~~::~' 5'-6" ~ MAX, k-,'-(J" t I' BARS T k I \\\/...,.,','vX' EAFHH .::. t"i Of" MORl CUvE~ . t"~ ~ ::5':1. 1":'~~~ . , - INSIOE I I I , I CO~KR[T[ PRrrORv.E:D JOINi '-'A'll ~~ '95 :Y='[ 8 8[DDING U:SS iHAN 2 n ::OvER uFT ~ :73. 1,t..9~[ :: ,.. o~r I.. ....oJ..,. lABL~ 2 TYPICAL J 0 I N T LEGEND T~[ SC[Clr;CATIONS l;::;7::~ "',~JVt ::'rlCll~ ;:;:fIN~(J:;:::::lt,,:: PlA:tVt~-i~, EARTH :OVER A~~I O-rH[~' C:1A:~~ "',:::~:J T,) MAr~\j;-A:~UF,[ T~: S:)x ::L.'~VrR;S WING ELEVATION ELEV, 3" CLR, -J8"~ APRON TOE WALL WITH CONCRETE APRON m .. H. 90 OR RISE + (1.-4..) UNLESS OTHERWISE SHOWN ON PLANS. 11 .--.- I Z-4.. I 2<-0. 3'-8' , 3'-"L j ,::;: J "-" ! . PLAN "~ ,-+ w-6'-2" ,0-t-2" t EOUIVALEN1 rLuiO PRESSURE . 36 LBS/CU FT, ,-,AXIMUM TOE PRESSURE a 1 TON/Sa n ALL CONSTRUCTION JOINTS SHAll BE THOROUGHLY CLEANED BEFORE CONCRETE IS POURED, WINGwAll AND APRON CONCRETE SHAll BE- CONCRETE. CLASS A., 9, OR 0 (BOX CULVERT) FOR C8C's CONCRETE, CLASS A. a. OR 0 {WALL) FOR PIPES. lrvt: LOAD SURCHARGE HAS NOT BEEN CONSIDERED ......A~....S WiTHIN h/2 OF THE EDGE Of THE ROADWAY SHOULDER W:LL REOulRE A SPECIAL D[SIGN IN ACCORDANCE WITH AASHTO STANDARD SPECiFICATIONS FOR H:GHWAY BRIDGES COLORADO DEPARiMENT OF TRANSPORTATION WINGWALLS FOR PIPE OR BOX CULVERTS rT;Tl . . '. . . I I HAUNCH SURFACE CONTINUOUS INSIDE . BOX, AlL . CORNERS ----" ---'I ---, I ---II II II II II I ,SEGMENT LE..:;T>t; 10 BE AS sPEOFiEO BY loW<urACTUR[R ------- ..l-(ADw.lti.L 'MNGw~L /' APRON. IF SPEOFIED ON PLANS, FLOW LINE COLORADO DEPARiMENT OF TRANSPORTATION REINrORCEMEN1 0,89 lB,(SO FT Is . Ie . n _ 24,000 PSI UOO PSI 9 ,,:..-::- PRECAST CONCRETE BOX CULVERT DESIGN EXAMPLE ISSUED BY STArr DESIGN BRANCH I DATE REVISED DATE: NOV, 1, 1992 STANDARD PLAN NO, M-601-20 SHEET 1 OF 1 CORNERS TYPICAL CULVERT INSTALLATION ISSUED BY iSTANDARD PLAN NO ST Arr DESIGN BRANCH I M - 603 - 3 I DATE iREVISED DATE: NOV. 1, 1992 SHEET 1 OF 1 4" CONCRETE 1 O' CLASS-I5-0R -01\ r--~-T--- 13,0' ~ 2-#4 ---T~~J co NT .___________. ~j).., /,. > tv . '4 ~ . . < 4 .. .' 4 ^ 4 , -'... . .,' . '. " , . 6 .. 4 . ^ l Jl4x10" @ 18" O,C./ .Jt:--~'--~ll~~-'---_. EMBED 6 MINIMUM INTO PRECAST BOX A-A SCALE: ,.. = l' -0" 2 ~ ",-, ", (T':' I <Xl o I o <: CJ '"- ~ I e') ('J ,... VJ~C ~NGIN~~~NG, INC. 1660 soum ALBION SiREET SUITE 500 DENVER, COLORADO 80222 PHONE NO: (303) 757-8513 FAX NO: (303) 758-3208 DESIGNED DRAWN CHECKED REVISED AS-BUlL T DP~ EJM DAiE 07-12-93 DATE 07-12-93 DAiE DATE DATE TOWN OF ERIE COLORADO WATER CONSERV A TION BOARD COAL CREEK FLOOD CONTROL PROJECT PROJECT NO. E-1723-91 lOW FLOW CROSSING DETAILS PROJeCT NUMBER 11723 DRAWING NUMDER LF1 ISSUED FOR REVIEW 9/30/93 ISSUED FOR BID 11/09/93