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L� dl 510E ROAD 5URFACING NOTE <br />IF <br />Sio. Rand if <br />not <br />pr...... ♦..raced, <br />I new po.ement Iholl be plcc.d al sR.wn. t -11, ISNN <br />22 ' <br />and me ram. order 1. con.Nuclrm bents. \ r 0"— <br />11dotl Heel Svfvc.d <br />d onr shall be gra'+al wcrdsR.d atone esrfama. \ <br />C b d <br />N Site Rina .e pre.enNy P. -d, a . <br />T I C pOvaml nl 1MII be oluced only <br />of na[B W4 \ a•,__ _ .\ % ''' _, Swfeu ' =Rod <br />IF 1 FF j Tn er T�yw m mea ..Iv�.a vp.emml, Rnd to Nmit. �, i 1 c ro 6 ` <br />at <br />pts <br />R. IF SIDE ROAD IS THE CONSTRUCTION VApjECT. y^�rcvwa <br />'�• r 5 the in ...... U.n Be.m.fr'cs ram wn <br />maos sho <br />Tha swrlaciOnali be same of F. the pr.Nd. IpAV Cmq. { \r SCCIIDN WAP <br />_ ` ♦ �• <br />..% <br />�r r \ `9 •I \ a ••� CONCRETE CURB <br />Tb b� d� Y \ -Grmiel ar C,..h.d Slane t: \ �'Y NOTE To le mm.—d m9 oma <br />50 2�[1 r�rTmp.d \l J ' ex a. Tep. �'.'pr J•fnem. Cldp <br />S <br />I9o.16. %,/ nmadf I�w. IPo <br />f ..� <br />a,Y <br />J'I <br />31 <br />£—TXROUGH �—NIOXWAY <br />I <br />Cnv.N cera E .— —. �—THROUO � p—Nl <br />Gm r 4orl .bid.' ( Cam. T.IR.',Idmd. r .--• . <br />x130 zoo' <br />TABLE OF VALUES FOR VARIABLE <br />SIDE ROAD INTERSECTION ANGLES <br />1 Tom. Varn for Anphis belwNn 60 B 120° <br />nol shown shall t» ermrp.lbled ro Cu1n r///� 1 m Gmww <br />R. <br />Curve V '60 JI' T2' 27• 10' BS TO' S2• 20• B' <br />F -! T Ieigml 671 3T 49' j4' B' 100 ad 50• 20• 8 \C -, <br />11 briiA° TO 3B' bb 2! 8' 105 95' da• 20' <br />M1 <br />3 e5 43' P2' 9• 110 10� 44' 19' 9• \`- -\ <br />+Y 6d 21' a' IIS 122' ++ 19• a• (.: ;`\ <br />:le— enol. \ <br />FI <br />MAJOR SIDE ROAD INTERSECTION DESIGN DETAILS <br />To be used only when Current ADT on Through Highwoy is 1500 or over, and <br />on Side Rood is Over 200 <br />SIDE GENERAL NOTES <br />ROAD D.ei.m 'A' 9' 17• r.17'may ba mod In'— <br />ch.Floably In cambinullan c upamsly farI r <br />any me c.mple1q W.reection dapandind <br />span Trolfl. Volume. Inter—fian angle and <br />TABLE OF VALUES FOR VARIABLE <br />131pE Rp.O 50PFAGNG NOTE r ;:I $uTlapinq a4 eoaR apwop.a raoewoy. <br />SIDE ROAD INTERSECTION ANGLES <br />' �'':::::":? •� ._ lTabl. Val... fm Angtes- b.finm 60 S 120° <br />as .naw. enp11 be sae 20.75 <br />we IF R. RZ Details .n this d.9e,mg ere fm Mlhlmam <br />Tom . f `I x rrlN .r ba °V' Sd <s' •s' D d nm aPpfi-bi. m 5 <br />5 L + dean 'pin.T BS ♦sign only, an peclol <br />�aipmlmcvn 6S +0' SO' lad 30' aa' Ccndili—,.s shaen .its -h— nn lne plan.. <br />t I •_.�� 9d +0' Sd rV5 53• eT• <br />f — TS 9d 30• 0 6d <br />Bo• 40' 50• 113 65' .5• <br />Qo— 7 ds +0 50' .Izo d a <br />4f6e' DESIGN 81 LAYOUT DETAILS FOR <br />---THROUOM--------HHw— <br />AY—ET BbOI' ao' S5' N SIDE ROAD AT GRADE <br />—� # www bre Anm. ..•mew n.. AnPX INTERSECTIONS <br />(RURAL IN CHARACTER) <br />STATE HIGHWAY COMMISSION OF WISC0.03 N <br />MINOR SIDE ROAD INTERSECTION DES) N DETAILS ,.., <br />To be used when current ADT on Through Highway is Less than 1500 or on Ar /y5gn o+ <br />Side Road is Less than 200 <br />I w Xnf.n <br />PLATE NO. <br />