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Bc nerote cl
<br />oDc re PC e'nent
<br />,A,d�oce r Pa emem
<br />HZ
<br />- s 2 0 Def Tle 5c -s //
<br />Te Bar recess Das- min. and shoo be 6"u❑less
<br />icned ,n reee,se when o r w _ r. ire Dons
<br />Cercrete C - s c_• - _I ila cs od ce... poveme-r rr c.me for r,g,d Payee^t
<br />Rrs' y; c Rcr c'rer ,,, ,q,d poverrer - 5—
<br />TYPE "A" TYPE "D"
<br />(including Tie Bars) (Excluding Tie Borst
<br />CO -,'-.--RETE CURB
<br />4 Red h -^v' 2-0 4 Rod Tie Bar recess pool!•
<br />c^.ed ,n reverse
<br />woe-. Ccnc Gut±er ,s constructed first-
<br />_ 7 rim?
<br />7;7/7,—,7 7l
<br />IC T— - •. F// c)acent
<br />•4,2-C'DeiT,e bars
<br />Z SPoced
<br />It A,ternote Tie 5a's or 5o" 'rpe msrola ions may be USW as snown for LCrlg1 td,nol
<br />,:pots
<br />TYPE "A" TYPE "D"
<br />(Including Tie Bars) (Excluding Tie Bars)
<br />CONCRETE GUTTER
<br />4Rod 6
<br />2-0"
<br />4lod
<br />j l.. i Tie Bar recess positioned m reverse
<br />er, / Comic Gutter
<br />T
<br />I
<br />u Foce of Curb p `
<br />wnen ,s constructed first
<br />7
<br />vei771T771/
<br />Pcment,
<br />7,.
<br />c
<br />g.,
<br />7"
<br />Def.Tie
<br />SPoced of 3 -GIC
<br />"it 9" Mor.,
<br />31 M, D,ond soon. be 6
<br />* Alternate T e Ban or Boit Type ype msto;lations
<br />unless Otherwise shown on the plans
<br />may be used as shown for Long,tud,ncl
<br />Jotnts
<br />TYPE "A" TYPE "D"
<br />(Including Tie Bort) (Excluding Tie Bort)
<br />CONCRETE CURB AND GUTTER
<br />(Sorrier Type)
<br />Rad ..4 re",'
<br />Povement
<br />Surface
<br />7 700.
<br />H
<br />qA
<br />a 4 2 Def 7e Ban;
<br />Sooced ct 3- CC
<br />9 Mcx and = and shcll be 6 Lmle>s
<br />oche wase :
<br />-2 =5c -e „ool :c . paveme, TIC1,ness
<br />f,. '19,0 oare-e oral 12 'or other
<br />thorn • 9,d ewa me^t fT,e Bers Dmnted )
<br />TYPE "G" TYPE "J"
<br />Uncludina Tie BOTS) (Excluding Tie Bars)
<br />CONCRETE CURB
<br />(Mountable Type )
<br />c o
<br />2 1Q..
<br />4 Rod _;ITT T,e Dor recess Pos,honed
<br />_ m reverse when Curb fi Gutter
<br />. is consrrJCl ed first.
<br />I Rod ^
<br />_ a�locent';71
<br />9 Pavement;/
<br />e 0'
<br />"H=9''mox ond4'rnin 8 *4,2'-0' Det Tie Bars
<br />shall be 6 _mess atherw,se or olternote 60'�t Type instal.
<br />snown on the plans. may, be used, spaced at 3'-0' C C
<br />TYPE ..G" TYPE "J"
<br />(including Tie Bars) (Excluding Tie Bors)
<br />CONCRETE CURB AND GUTTER
<br />( Mountable Type)
<br />Cut-off wan =1'.0
<br />I'-C'x 2'-0" Deep
<br />a4, Pelnf Sree' Bars 2-0'
<br />9 6"�.. t' —1 6" 6i—T
<br />4 Rad 3.. Rod t--- I 1
<br />iT 2" —�-
<br />SECTION "AL"A" SECTION "8r="B"
<br />CONCRETE INLET OR DISCHARGE FOR
<br />CURB AND GUTTER SURFACE DRAIN
<br />QIYERAL NOTE
<br />Deto,'s of consi,jcLon and motena!x not sno -rh.s drow,h9 shale co�fmm is
<br />'ne Pertinent •eau mems of the Standc�d Spe .£cahoot and
<br />Me OPPllcable Spec,at Provisions.
<br />JOINTS -
<br />Jomts shall not be seoled ,n concrete curt, concrete gutter, Concrete curb and
<br />gutter, or concrete surface choirs.
<br />CONCRETE GURBF CONCRETE GUTTER
<br />CONCRETE CURB AND GUTTER AND
<br />GONCRETE SURFACE DRAINS
<br />STATE HIGHWAY COMMISSION OF WISCONSIN
<br />RECOMMENDED FOR APPROVAi.
<br />2-5-63
<br />DALE ENGINE OF DESIGN
<br />APPROVED.
<br />DATE /' STATE HIGHYAY ENGINEER
<br />PLATE NO. 3-1.1.7
<br />e
<br />
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