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Const. I <br /> Limits of Clearing and Grubbing rt Const. <br /> �. <br /> 0 <br /> 3 <br /> 8' 4' 12' 12' 4' $ 12' 12' v <br /> i <br /> 24' Pavement Reinforcing Fabric o <br /> Conform `o <br /> IConform a m <br /> Var. Var. � Var. w v <br /> Var., w <br /> — - - - - - - - - y� � —� <br /> Var. Depth Shoulder Backing Existing Roadway <br /> (Typ-) 0.25' Asphalt Concrete Overlay <br /> • Limits of Mailbox Relocation TYPICAL TRAFFIC <br /> �fPICe1 SECTION <br /> q French Camp Road (Sta. 91 +50 to Sta. 139+00) JANE LAYOUT <br /> i DESIGN DESIGNATION <br /> (20 Years - 2015) <br /> 6 A.D.T. = 12,600 T = 2% <br /> P D.H.V. = 1,260 V = 55 MPH <br /> D = 50% <br /> v <br /> f rn <br /> LEGEN <br /> rn <br /> A ® Variable Depth Asphalt Concrete Overlay �£s� �y�`1' <br /> 17 <br /> S <br /> in Depth Asphalt Concrete Pavement Planing 2� No. 21258 <br /> mg <br /> 0 14' ■ Limits Asphalt Concrete Pavement Planing <br /> � F IV <br /> -�I � CA %IWcr <br /> M E 8 R Conform to Existing Radii /- <br /> = INTERSECTION DETAIL <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND FRENCH CAMP ROAD RESURFACING sheet No. <br /> INTERSECTION DETAIL (Airport Way to Union Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATES UOMITTED GATE AL ENDED DATE <br /> 9. d. Idr..y B/88 <br />