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I <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> 1' 10' 10' 10' 10' 1 <br /> 24' Pavement Reinforcing Fabric <br /> *0-10' <br /> (TYP ) <br /> Var. _ Var. Var. _ V_ a. <br /> E---- i --__� <br /> —� —=0.17' <br /> alt Concrete Overlay — <br /> Existing Curb, gutter <br /> and Sidewalk <br /> Existing Roadway <br /> + 0.17' thickness across See Planing Detail <br /> Intersecting streets. TYPICAL SECTION this sheet. <br /> DESIGN DESIGNATION Plymouth Rd. to Belmont Pl. <br /> Sta. 0+18 to Sta. 16+00 <br /> (20 year-2010) <br /> A.D.T.=9,000 T=2% <br /> D.H.V.=900 V=25 M.P.H. <br /> D.=55% Const. <br /> Existing Curb, Gutter and Sidewalk <br /> n <br /> i g• 12' r-- <br /> £ — <br /> a, D 0.10' I 1 10' 10' I <br /> s Existing Surface I 1 I <br /> I I I I <br /> _ 1 l t 1 <br /> � <br /> b z �� Conform I w o ui I of ES91o,Y <br /> M Grading Plane I <br /> Existing Curb, Gutter L__1_ M0.21293 <br /> and Sidewalk s pp.9-3Q93 r <br /> m4 <br /> Asphalt Concrete PLANING DETAIL TYPICAL TRAFFIC �� oFc� J <br /> A surfacing not shown for LANE LAYOUT <br /> clarity. /w, <br /> g Z COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION Pl SWAIN ROAD Sheet Na. <br /> v <br /> Z. Plymouth Rd. to Belmont PI. 2 of 4 <br /> Drown B Date Prated Engineer Dote Checked Dote Submitted Da{e ov onnrnded Date <br /> $. d} /l�Jr9 070 *xrlCL� 'has <br />