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SIDE ROAD SURFACING NOTE <br />H Side Road Is not Presently surfaced, <br />m new 1—meresha 1 be pl—d as shown <br />m,pm <br />_ and e maer In n°n limits, ..Rpt.-. <br />-( If ory,snoll be g—elo hila stone sarto,.en. <br />O f amen Rand is Presently Paved,,,:,c, <br />n w /�prrc V\-/s <br />n t' t sha be Placed only asecessarytom t 'ng pavement,and to IlmitsCurreenof des go xCC shown.�s rp I.r M__ .r r na°'d pr.Rx tF o nr Tp 11 t 5 DE ROAD IS THE CONSTRUCT ON PR,,, CT, 6thame a ir The surtocnq shall Des s for theTape. rongn r� PavementSECTION 'A 'A" <br />-Drasel or crashed done <br />CONCRETE CURB <br />NOTETop,.aa a poo <br />y. If i r ems r 1 ro. p. sp. c co•'d caro <br />200' tp_ut <br />l <br />5 ) . , _ 1Do' <br />q�s 1 M <br />I _ -- — Snouaer L.ne _. —_. _ 1.0 '1 <br />pT <br />200 <br />THROUGH - HIGHWAY _ } c So is \/ 60 k <br />Tolc., s M lT --. j s 4 _ _ _ 5; - THROUGH / \C ra C a XIGHWA� —� <br />j <br />200 ` s IIstop says <br />iso' I F a J <br />'TABLE OF VALUES FOR VARIABLE — -~ <br />o w <br />9 J rp..p"r <br />rp. <br />cpr.e m p.. ra Ya.n` <br />V 1 <br />p <br />rROAD ° <br />SIDE INTERSECTION ANGLES o, <br />' � � v l Table Values lgr Angles between 60 B 120' <br />Wilk ••5 not Shawn shall be MerPolated pD. cT roe l_ \ 5 rN.m <br />�..�x .To <br />L' ( �° 1 a, A o Gun. <br />los <br />Jnr/ e az w e s q <br />Incur.. .60° _ 2_ 25 wto 91c e' <br />T pv�f�q.nt 65 35 69' 20 9 1105 9500 0 B 20 <br />B' 27 9' <br />u4 l ]0 J9 66 23 8 \ \ <br />]5° 93 61 22 tt I10 00 46' 9 8' <br />+ 22 <br />I n 8Oe 4 6D' 2i B' 115 22' a 9 9' <br />m 5] 21 Il '120 a5' a2' e' <br />_ts <br />—. � <br />MAJOR SIDE ROAD INTERSECTION DESIGN DETAILS <br />To be used only when Current ADT on Through Highway is 1500 or over, and <br />on Side Road is Over 200 <br />SIDE <br />ROAD GENERAL NOTES <br />Designs 'q' 6' "C' b"pr"E"may be used Inter- <br />_,,, changeably omon't n o eeparotely for <br />'s pr S.O.,'n9 pmt, s.. any one complete-ntersecron depending <br />DE ROAo suRFAc M6 NOTE TABLE OF VALUES FOR VARIABLE upon Traffic Volume, mter.ecron angle and <br />aeo" SIDE ROAD INTERSECTION ANGLES Sorfocing of each approach roadway. <br />Re ITuDIs Values far Angles between 60 B 120 <br />22 f <br />�Rn l n shall b t rpolo1 dl <br />p _ Inn <br />a 0 R. <br />Sworn pl _ _p <br />_� w on in <br />bCur.ey S w0 0 - ° 6,-� Det '1 in- tlraw'ng are for Mir—m <br />ria Epp r«.°, qn _ <br />a Curs 5qn �, 95' 45 ^ pec al <br />r 30 \'pO t4l <br />ao 5I 5 5 — Co drtm show^tel—hen onthePlans. <br />Pr ao so t 46 <br />j Design <br />Only, a <br />Mmmum 540'- <br />E THROUGH HIGHWAY - oo so DESIGN 6 LAYOUT DETAILS FOR <br />IM —� q1. SIDE ROAD AT GRADE <br />INTERSECTIONS <br />(RURAL IN CHARACTER) <br />MINOR SIDE ROAD INTERSECTION DESIGN DETAILS STATE HIGHWAY COMM/SS/ON OF WISCONSIN <br />To be used when Current ADT on Through Highway is Less than 1500 or onrl--/eEl �SBpap°eO�d1NEEea.bcs�aR <br />Side Road is Less than 200 1117- <br />DF� <br />__ PLATE NO. 9-113 <br />