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10 20 I LO 1 20 10 20 10 LO 10 LO Ie 20 le 0 2 20 10 2 2 1 : 2 1 t 20 1 t I
T. • • IT • • f • 1 I• f/ 1 f/[ 1 • 1 I I 1 I a I 1 t I 1 f I • I •/ 1 • IY I 17 II t II • II f 1 10 a; It I S I I I II • II 1/ II I • It • ¢ s It 10 II 10 1• 10 11 IO le ro ro 1• 11 I{II 1{ 1 - - or Orcn r0 pipe-t%se
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-II S-f .11 s-f d1 -f t-113-9 -I S-t -tt 3-7.11- S-T 4-as-7•-♦•t•-/ f•dS1/-/3140 31 t-•s-/1-{3-•••3-••-a -f t o tlr• •ail SECTION B-(o 0 0 + {o •- •, .o r •-1•-urn•-n•-u•-n•/ . -a,-area/7o Ieoa-otos-oto - - - T- g NOTES /I. o/Dox
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• • • • • • • • • • • • • • • sloece wvice7 L r(P eJ or 1-` ------- - 1- 1. The tN r,zoatol ong/t of divergence or convergence, B, Shotl not exceed 5'45'.
1 I I / 1 • • f Os. n. S a. I. • M{•1. p Lr#4•or r2l; or r/ _�- / _
IMtt, s zr 112{ a •s:7jt STs xz�s os s 2 • •o u/z • 71 { s4-3741471442521 atsi, a ftao • T!A(ArcA) SII NO/t 3 8 2 RBinlr,rCing Steel bar sire!, spacing, pattern and cover over the steel shall be
�� red as follows:
Box /o pipe and bcx to arch-thal of box secrron.
PLAN f r! Arch to pipe--that of arch secsion.
rr r•«.1 1a•6,rrA. seM a Arch to orch- Metr of arch section horing the /hickey wells.
••A IS .IGS wa•cf IQ«r TAt Dor lengths
•:Mnl A.4.0 •w.11er •c' shall Ivory uniformly throughout the transition
•aw�1.0) r 3. TAt concrete IAickness shall Ot as follows
•s•�" • �t Box /o pipe and orch Is pipe-Ihol of arch or Dox section unless be
111.... s1r1/1 r'r; or rIA or rl wall thickness of the p/ t /us 4 inches is , in which case
lti rG® • •.ra f T(P/p t l or St t Nol e 3 T 1 o p
Is. G �'r' ' Tu(Arch) 1._ I the concrete thickness she/l vary uniformly from /hat of the orch or
box section /o Ihot of the pipe wall plus 4 inches
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Wb FUJI,* Box /o orch o,Td or;A to orch-lbol of the /djorning Dox or orch
.I{ secf/'on at each tod of the troesi/ion end shall vary uniformly
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Pur •nen• •r wvtAY• rAArtzaoAL wvul7• be/wsen the two end's.
;1 0.=•{ s.d 4. TSe interior sur(oct shall to smooth and varyuniform/ between IA♦ two
I - •r...., '�•••- �,,, ALTERNATIVE INVERTS -•'� P (Ste N0/r 51 r
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y1 I t17jM ROOT SECTION GENERAL NOTES _ 1 5. A/p/pe juncfure,embedment P she#be 5 inches for pipe sites of 96 inches
•see Etc• \ srANt I TNRu I•' ye arty dthose shown intable, or less, and S inches for pipe sires over 96 inches.
/J w•1 For bar{with Span a M•i Ira Rwn
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T t. useMa erl onotr size box n bar W the mdJari arli r•intarG•rMM. I 6. Sc'-5000 p.t i. a t 1 S days.
I Gw Mo•{n•c•ssrY Gtgn9•{in bar I•rgth{ani gtl0ntitiaA
�/rr I Ence r,Ir m QUa,yitira.approsinIoNtWitarariynpurposes only 1 7. Keyed construclion joinls of the some dimensions as those of the tax
For boxes naI Or Orth stilian may be LOrrieii through the transition flrtct•rre al toe
•.•G--,r,® 0 Span or i ire a cotter or•otr than Thor sho.n in f/t Y.• y g
f tabNf,•{psciddssglisnquini. -J10 con/yoclors op/ion. See Sec. B-B oDove.
'•'••• cr.F ••••Ir. Q Ili•prmnfable toolim.wt•the IOD•hooka an every other bar. �_ B The transition struclure shall be COnslrected in accordance with the general
,• O":bon on d half space•. �- � -s'�r•�•'•�.. _ structural notes applying /o box 0I orch f/ructurts shown on IAe project
"�r'-i'..- '� Ste
•'s 4rlel•M.,y ®'r bonr•afatspaciry lj(P;pelor T -'�-.-�`"'�.y -�._4 1 drawings. SUPERSEDES 3Tp. OWf3. N0. 2-0183
m Randa !otos!rrtl•A b r•spoaN ane ptl•e pownw•Y L rI 4'0► TJA ar J -�--
* ;•' I pC,C.,pAe p d Whhq. TjA(Arch) See Noft.� --,� %•' NA.. aATn REvt5loNs �T ale FLOOD CONTROL DISTRICT
1.� J •i Mn _ LOS ANGELES COUNTY
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TY/ICAC SEGTIDN-SrAW•'TNRU e'. YS a•a• _ T[ li� r
TYPKAL SECTION-SPANS b'TNRU 10• •• ~� BUSINESSSANO T TATEGu T0ATI l AGENCY / j!J RANSIMN
WALL SECTION DEPARTMENT OF TRANSPORTATION Tj Tr�FVldr M1/10 STRl1CTURE
SPANS Io THRu I•' SECTION A-A NO. I
SINGLE BOX CULVERT
080 PLAN a SECTIONS
* Arch may have t horseshoe-shaped, ..-1 w,_y, _ ..ro•[o•. „ri
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circular,el/ipticol or simili,•ca•,ar cross-
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sEcrroN C-C 1 0 hr mar Ti >�q' ear EAnraa paW/N
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WARAEC w/NGwALLs w roe Or O(p-
C/TY OF RANCHO CUCAMONGA
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WALL DIMENSIONS AND FE/AIFORC/NG STIFFEN/A4^BEAN O/,NL NS/AYS ANO f11F/M-ORC/NG
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TRA C T NO. /0762
APPROVED B)e '!
CITY ENGINES R. C.E. 23889 DATE
DESIGN AN EASEN ENGINEERING CO. RECOMM N ED
E, F. 580 N. PARK AVE.
DRAWN POMONA. CA. 714 623-1595 SHEET
L . dW 4 OF 5
CHECKED R. C.E. 8205 DRAWING NO.
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