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<br /> . arm
<br /> I `= I A I p 4 A B \ I B slope
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<br /> och /e/ ro aaompany plans dafedfe6 2.�/9Se
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<br /> y? Epp. - r - 2 4 @/2- i Boweled /n, I �� \ \ i 1 '3 *9
<br /> mal% 'r ExfendCu/vt if Exp.j1 mai% I �oofir�
<br /> ms I I inverts/ab i j-"!f ' ,"
<br /> 4/fe1-17,67five Aoflom o{
<br /> spacers?=O" I �� cufol^{ wall.
<br /> I in lop of arch I into apron 3-"9 I I or,
<br /> 9 l cu/verl olio I -O I
<br /> �_ '__ � - War Invert s/ab
<br /> r — 6• I .-- &,rd channel x
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<br /> Cons ,. . • , � I I '� �' ---- 1
<br /> o O r � Consf J. 9 o � �' band 26 h7 6o Wa//or apron.
<br /> � •• �� " � 1 =�"-ware I =,, �_ __ ,
<br /> TYPICAL FOR M.4x/MUM "H">/O' TYP/CAL FOR MAX/MUM "H"6/O 4 --L
<br /> PART LONGITUDINAL SECT/ON
<br /> — ��,.� � �---�- - � *6 tots
<br /> ^) II I eac.?' way
<br /> 'U ••o! cu/off wed U I
<br /> TYPICAL FOR MAX/MUM H >/0 TYPICAL FOR MAX/MUM "H'—:e10
<br /> !�t/ithov/ /i//rninq Beam END ELEVATION
<br /> No/e: Where -/ atculo{l
<br /> A wall exceleos /2'provIde specia//y
<br /> de5l-?ned ff cutowall or co/us
<br /> rn
<br /> NOOps /2" Jt Msl/.
<br /> + 4 and {ooliny as shown.
<br /> ILL
<br /> i t . IC I I y _�— '• •° . hV��b1 I i ` 1'" V-�� C1 !, p - -I; � 1
<br /> S tl/leninq Brava a h� - For transverse rein/
<br /> I 9 Y
<br /> For• rwinber ands yc I in warped wall slab y '
<br /> ol•bars sce tab/e be%►. see tab/e below lamer/� ;�s I '
<br /> ; Const Jl. 8 (�
<br /> ' Hca/ �--�.-, rs� _
<br /> • ' ' Extend into culnfl wall , .d ,� _ i I I 4 Noops6/Z"
<br /> N and headrtwa// and hook. 4 Spacers @/2" VI n I Q Ext�iaav wrr// solx�rr
<br /> ��. Slope Yaries a° 1 2'O"inlb tic wdwsa//.
<br /> 12. //f Dia Cleor �o I
<br /> 1` I QO � �.,.r /"min. � � � � I
<br /> A* A I ��`,,�" 6- , I SECTION A - A
<br /> Ar
<br /> ca/vert wall
<br /> x5-,0"40awe/s ' "11� Ol4 Lca-
<br /> 41
<br /> - - -- --- - --T - �4 Ban `� I }
<br /> ` roe mrslope 4 /5w (c o , 44
<br /> _
<br /> AL TERNA T/VE WA RPED WING �O"• Max. w >lo, � - � _n� � ; �i EX/end w'll cons/JJ�
<br /> (Use where addition/protection to foe of °�Q -+ C' i spaces 2'0'1';?10
<br /> SECT/ON C- C
<br /> embankmanl is required NN ; I hole:E/c entsw.e/%/ arpx'
<br /> • �° -- - __ i to cutof,( walls are win
<br /> _ J' sfravgh lines I 9'
<br /> See 7oleabove k iE/int - - - - - - -� ------ - -- - - ---- -'- - - -- SECTION B -B
<br /> 0 ,
<br /> I re9aidiny coling.
<br /> WARPED WINGWALLS fic?
<br /> WALL SLAB DIMENSIONS AND REINFORCING STIFFEN/NG BEAM D/MENS/ONS�'RE/NFORC/NG ULT')Lopsy 8 '41ss /O' l2' /4' /6' /8' ZO' Hl2 ' /4' /6 /8, 20' 25' 30' 35' 40' e' o "°' "-
<br /> • i !, is/ Frov�lFxe�in. '4 B/?' ~!i 67" SET S oS" 6 p6_777- -7 e7" 7 66" 6' No bsam. P/xe ?-`'6 in Of 51oQ PLAN /�/O ° •,> a I= 'tG�'�, ►2? wz..
<br /> 4earFacls,Pevnf. "4 e/?' 04 ®/2' "4 49/2" *`4 0/2„ "4 6/2" 'q4 6/Z" 04 elz- 8' exh Oce Aio g to rot t„ , , � ,::�w:t" > � :�X;;•�1Y
<br /> --
<br /> + s
<br /> 3:1 rWhSWReinf. a4 6/?' *4 Lo/2' 4 e/2" 4 9/2' 4_*10"_4 B8" 4 96' /O' ofwall A7 /' 0"
<br /> rFigs mint 4 BIZ" '014 IR/Z" *4 F/2" " NO" V 067" *4 96" 05 6?8" /2' B= 9 A - / 6"
<br /> s
<br /> FronMweAmV 04 B/Z" 'r4 "4 */Z" #V P/2" #4 IV/2' 4 6/2" /r 6/Z" /Q' rot 6- - A - /, /O"
<br /> L _ L sr Art Or CALIFORNIA `
<br /> /Vole,.• Pelai/s sirr7i/ar {or qoX GU/VdrrS, ot►ANT"B"T of wsa1C WOR"
<br /> Y ; ,u S < /f• / ear Ficek+inl. *4 Bit' 010 �8` *4 65' 05 La6•" 6 97" #6 P6" A17 �6" /6' 516 7 9- /= .Z. „V1.1•N OF KION wAVt
<br /> ol.9 S/ab etCulnjlft�a// 6" 6" 6" 7%z" 8" 9%s" // ' /8' rot. 6 B• / 6' i1/o/e: Bor numbers denote
<br /> 0 S/abotHeadws// D 6" 6" 6" 8" - 2 //" l�/" 20' Tt g 9 nominal diamelers of'roul-id STANDARD REINFORCED CONCRETE
<br /> Note: Walls designed for 2'surcharge, eor/h load- /?O�ecur/; equivoleal f/uidoressure -36 7/cu ff bars in eighths of an inch {NAPPED W/NGHEA0W,4I1LS46ENDWAILLS
<br /> jl I/ary depth of warped we// 5476 uniform/y from dsp/h of cutoff wall lo lhaf of heaolwa//. (gat *'6' !14 a t)
<br /> SCALE BRIDGE No FILE +16 DR
<br /> Vol
<br /> Rev 712 54,Date Eliminated
<br /> - -- -- ARR161
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<br /> b ^
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