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for I/
<br />T ozo of Slope �-- TO of Woll
<br />' V
<br />Ti.,q) of foolin(
<br />M
<br />Sia ,24z,��o
<br />`'O I
<br />CONCRE TE WING
<br />r
<br />E
<br />4 5°
<br />6`
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<br />for I/
<br />T ozo of Slope �-- TO of Woll
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<br />M
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<br />9 " 2'f ,J
<br />r �
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<br />/
<br />04 18 , ' /,c bo
<br />TO F W L
<br />'ITH AILI
<br />'° long t. Ft"l lope
<br />Gut r or
<br />Shou r
<br />k
<br />Layout Line
<br />Q 60 *4 Along tcp s-© f f/` Slope t
<br />r
<br />,
<br />4-O V of wall i7 "Outfer or F
<br />t Shoulder
<br />LAYOUT Hw 16 Ver tical r fico/ I tter I2
<br />51a. ,24.2 460 H=/ `
<br />� r
<br />w
<br />x,14, '118. CBars *4/$ c "80
<br />i *
<br />H=12" I t /c tt bars
<br />*4@,36 04 36
<br />�
<br />iF C t/1'
<br />H
<br />,Figures at top of //C "bars H=fOJ � rt v
<br />indicates distance from J V Short "c "Bars y'
<br />top of footlnq to upper H- - �; r J,+Cl.
<br />end of //C "bars. H=8' 4gDrains C4 /5� - ctrs
<br />at height of outside
<br />_
<br />ko 35 d1a grou'?d wlth 2 c.f of 35 dia.
<br />H-6 f cca . stone booking. % S
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<br />grey /,d ,J bars / de„bar
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<br />81,, 6 /J. /5J f5
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<br />AL CA .� TI
<br />� Eo r/oN TY
<br />-+•'moi �++-++l �`.:-L-1--I r`-},+_a.i i...l..i-.: �-.`.-i- .a � � .,s.x.J """'"„""�'*I t P
<br />H- 4' THRU 12' H= THRU
<br />/
<br />HF_ I NFORCED
<br />CONCRE TE WING
<br />r
<br />°'i
<br />9 " 2'f ,J
<br />r �
<br />utter a shout
<br />/
<br />04 18 , ' /,c bo
<br />TO F W L
<br />'ITH AILI
<br />'° long t. Ft"l lope
<br />Gut r or
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<br />Layout Line
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<br />r
<br />,
<br />4-O V of wall i7 "Outfer or F
<br />t Shoulder
<br />LAYOUT Hw 16 Ver tical r fico/ I tter I2
<br />51a. ,24.2 460 H=/ `
<br />� r
<br />w
<br />x,14, '118. CBars *4/$ c "80
<br />i *
<br />H=12" I t /c tt bars
<br />*4@,36 04 36
<br />�
<br />iF C t/1'
<br />H
<br />,Figures at top of //C "bars H=fOJ � rt v
<br />indicates distance from J V Short "c "Bars y'
<br />top of footlnq to upper H- - �; r J,+Cl.
<br />end of //C "bars. H=8' 4gDrains C4 /5� - ctrs
<br />at height of outside
<br />_
<br />ko 35 d1a grou'?d wlth 2 c.f of 35 dia.
<br />H-6 f cca . stone booking. % S
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<br />grey /,d ,J bars / de„bar
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<br />H- 4' THRU 12' H= THRU
<br />/
<br />HF_ I NFORCED
<br />CONCRE TE WING
<br />HEA DWA L L 5 8 ENDWA L L S
<br />°'i
<br />4 5°
<br />6`
<br />T'
<br />8`
<br />9'
<br />/0'1l°
<br />12'
<br />13'
<br />14`
<br />15`
<br />16`
<br />W
<br />3°2„ 3/8„
<br />4/211
<br />4,-8/J
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<br />5-10
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<br />„
<br />C Stirs
<br />4924 49'18
<br />5@20
<br />#
<br />5�/4'
<br />#Af
<br />S�10'
<br />597
<br />!
<br />607
<br />798' 706
<br />At
<br />9915
<br />At
<br />/0Ca15
<br />/0013
<br />/09Pl
<br />"d "Bars
<br />IP2 '4c� 18
<br />50c 4'0''r56)/4*59)10'*6P
<br />4*76)15,*8(a)le791208g15'*9@15*9@13*96)
<br />/l
<br />Circ. CrIL+,Fl
<br />0.32, 0.38
<br />0.44
<br />049
<br />0.55
<br />061
<br />0.67
<br />073
<br />0.79
<br />/ 02
<br />/,/0
<br />1.18
<br />126
<br />` I
<br />mf /c..
<br />l3 6
<br />/9
<br />25
<br />30
<br />37
<br />49
<br />62
<br />76
<br />70
<br />89
<br />104
<br />125
<br />T is porfi useret This honho z. reinf r Off_ % 'JL "or ' max
<br />direct rojen To a foo modifi as sh n
<br />// 0 12 L _ O
<br />5 _ mrn.
<br />2- 8
<br />4
<br />r . r
<br />-4_. y._._. _ _ . 4
<br />°P tic
<br />Otte
<br />Otters to
<br />*500
<br />M1 -- mato w©//.
<br />to This +_ 1
<br />s ction a
<br />fit 6
<br />2- *8
<br />now
<br />Deign Notes
<br />6" 4 012 ,�a 18 cx *5 tirrups
<br />a Unr't Stresses fs = 20,000 p s ,� , fo = /200 p. s. i, n=10 W. .+
<br />Moximum Toe Pressure = 1 %2 Tons /sq: ft r' 2 �`8
<br />C _ __2-0
<br />a e/
<br />Elevofions, lengAb and angle of fl®re of wings may
<br />be varied by the Engineer to suit Conditions encountered]
<br />9
<br />t
<br />in the field. Wolls designed for 2'live%od surcharge, - ,� r _*5x6`- "in he /
<br />11 l sloping surcharge not to exceed 5 I elevation f r
<br />plus 2' livelood surcharge, ar unlimited e?,V surcharge,
<br />_
<br />w
<br />Plac , tot. 4 rs so
<br />*4 ' OGl2
<br />_,.
<br />F s,°' e as it ars.
<br />op spa ers
<br />LC)
<br />NATIO
<br />V_
<br />RNaC YEARBMNaT I Jogyr
<br />IM -18$ X966 *!$ 42-
<br />R
<br />y
<br />r i
<br />' An ot°'f/ e
<br />ote or
<br />en a// is esigna d, lay o t
<br />plan. will s. w Elev. "onq
<br />' of ffar "M J, a
<br />T OE "vC w'
<br />'-Extend all longitudinal bars in
<br />i T aox woI/s 2/ 0%17to wings, exct pt
<br />where expOnsion joint occurs_
<br />i #
<br />i
<br />I ;
<br />i
<br />-Rodlus of rounding % but'not less
<br />= t2
<br />. , than 4" or more thon box woll th/c/4
<br />Angle of flare 60° ness. (!emit roundinget betwn wing C 7
<br />and box wall if flare is lest than ..36) i
<br />Toe of slope PLAN
<br />ere gth o w/ngw s
<br />'sed 2 /ace "Exp J
<br />✓t. 'lex .at 'Motion f
<br />a wo/1. min.
<br />m,
<br />4" oin of fight .;
<br />:. "of out e gfou d.
<br />0 ov/de. rtab/e
<br />i�1a.... ©,
<br />c
<br />,
<br />I
<br />May be vo., ed by Engineer to
<br />suit conditions in the field.
<br />END ELEVATION_
<br />T YPE `A" T YP„
<br />STRAIGHT WING HEADWALLS 8 END WALL
<br />3 ,v
<br />7/60
<br />� � � SLA T OF , sr 3r ORwon
<br />% ;'.
<br />CIkPARIWNI )F �'u'3t ft R(Rd5 "
<br />*416 Ctrs.\ *4 q( /8 STANDARD C Ui...VERT HEADWAL!,,
<br />.J A� N W TYPES I� "11 II ,ICO
<br />/o
<br />�D E D A��S ES A, � ;
<br />SEC B_D __ __
<br />fl
<br />J
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