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14go. smooth poly bulkhead with reinforcing beads 24©rZ6
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<br />7 13e , r4s . ._ t3 .. . .l4gq smooth taper w4itn reinforcing beads t
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<br />i 111Corru aced Mi Outlet Pi o - , t i
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<br />goly pipe t 3 . Uip bracket or
<br />EIND VIEW
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<br />Top
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<br />joints
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<br />PLA p
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<br />t dr rtvelted boli
<br />t 3 x G x Omit Anchor,
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<br />i1ENT AKE i'A r mgl nein rthere 5 fa7.a e flit her. ht
<br />i ft i,!red hales Foo r
<br />Shouldef 36'
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<br />1 of g`xa gi iv t«iti
<br />Taper
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<br />Valley_line la„ }.
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<br />hole for
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<br />Entrance 7a r
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<br />6"Ur'i2" Outlet Pipe gcty. p,F, 6 long is x q ga v. bo4t.,
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<br />1 , V, SIL orF5 t100
<br />each side of flumef T
<br />Bulkhead y ..^ F t)iten or Point
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<br />12
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<br />v. ", 1 , «_ 20" 1 it a'1`, taperAll, 12' tarwe
<br />C 4" K'lUrr,N itu
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<br />N6 ANG{Uf@ DETAIL we la 1 f
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<br />Install to Permit f
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<br />r r SIDE VIEW
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<br />u tech cotrU90*d e Q 48" Isr,
<br />tel' .--0i8"or 12" { wr dro°
<br />6untt C,vole
<br />SECTON B -B I
<br />r b 12" Downdroln PoGLt'Br
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<br />Pd(,e r tQr Fiore-
<br />SECTION
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<br />late C;abte 9ttp lornt or ria
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<br />anchor os y to be
<br />r . t picked when specified v , C'..: o Mw Weld
<br />use !: i€?rtfith 4t tl;£`P' ti;7C+= on r l
<br />in say `CQt'L.n ly Flonge
<br />PLAN
<br />TAPERED INLET: AiVD F L.1.)IWE D 9WNDRAIN
<br />weld - Zn ,+
<br />1WrRANtE TAPER AND PIPE DOWV RAfNi
<br />l, 5R 10' length v, ju r 4 ,re on
<br />both bides In s it i tir.TAPERED INLET
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<br />t' , of 2" Galy pipe , t
<br />U Solt I t4"'Round Iron.
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<br />V;'or V RoUnd Iron . 1Atetd
<br />t Collor of 2 G'
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<br />211
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<br />It - SECTION
<br />s/0 cormrtoo cob te ar 2-5/
<br />4 cols dot es ! WiTHO TT CABLE
<br />wire rope,gaWoMed. two on each site m
<br />tOneameachside Nate- (,raSS sec.tlor, (t ,V15pe Cutch
<br />INt7H CABLE
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<br />rn!ty oe 5o'rrnclri:,ulur, 'tee oriftir" ropezoidol Min top width=25
<br />Cabtes and Coble Clamps tobeused M+n depth= e'"t
<br />when specified.
<br />ANCHOR ASSEMBLY j
<br />Paved GutWALTERNATIVEA R- 3'
<br />is re -- sail as
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<br />ABond
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<br />Weld F I? -- .SECTION 8-8 1
<br />sItar of 2" I r Tap of DikeSeePlate
<br />i gals. pips t i` ' 2 ixa
<br />tel, I
<br />10 PLAN
<br />ki Vt Cable
<br />r Cfartrtp c ASPHALT CONCRETE SPILLWAY
<br />w T_. - i tri slopes flatter thor. 2 e UseIt,,.._ Ifi Cables and Cable Clamps to be Used a•c _ o ; to ire used cn
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<br />I when specified. n- V iength of gutter nri bath sides in a sag localkon
<br />7" Bond cc ipier-!- - 1----- - I% - * l i - t,..
<br />I? Band .oupter _ ._ _.
<br />Holes to be tg 3t
<br />4 For payment purposezi,
<br />j 4 32h an Anchor Assembly iho l
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<br />I include two Pipe Stoklts.
<br />2 1` Brsnr9 Coupler b" a 1
<br />Material to be Y4 }1.ote ANCHOR ASSEMBLY4. .__..__Alt Pip@ Staties to be
<br />pp Viss!! DRAINS A //`
<br />i Galvanized after fabrication A LTERNATtVE 8 galvanized after fabricationierstion. OY EI.71'D Df'Z JF+1I1Y 7 J ""'
<br />f Length of band coupler measured
<br />parallet tt; the center line of the pipe PLATE DETAIL
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