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I <br /> Conform 0 E.P. f c <br /> U <br /> T* N <br /> ,I 0 <br /> "X" • 0.08 <br /> Existing Width Conform Conform <br /> 0.30' <br /> 12' Min. E.P. <br /> l t <br /> Asphalt Concrete over _ <br /> shaped and compacted Variable depth Asphalt Concrete - — <br /> no ve material. Existing over existing paved driveway. Hildreth Lane <br /> A.C. may remain in place. <br /> TYPED TYPE E LEGEND <br /> ® Variable Depth Asphalt Concrete <br /> TYPICAL DRIVEWAYS a Limits of Asphalt Concrete <br /> Pavement Planing <br /> 0.00' iConcrete <br /> 0 Pavement Planing <br /> 6 m R Conform to existing Radius <br /> 3 z <br /> K <br /> m See Note Below <br /> N <br /> Existing Surface Intersecting <br /> Streets Station "X" <br /> • D — — — <br /> — — Lloyd Lane 12+29t 25' 10' <br /> 17 <br /> — — — — — — — — _ — Maranon Drive 23+15t 40' 20' <br /> = Jonathon Court 23+98t 43' 10' <br /> m 0.50' Asphalt Concrete Hilary Lane 27+08t 55' 10' <br /> Hope Lane 30+40t 55' 10' <br /> Nossono Drive 33+67t 60' 10' <br /> PAVEMENT REPAIR DETAIL Adahmor Drive 37+31t 22' 20' <br /> 1 <br /> A Note: Width, length and locations to be <br /> determined by the Engineer. <br /> 0 <br /> Z TYPICAL INTERSECTION <br /> 0 <br /> D <br /> M COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS HILDRETH LANE RESURFACING Sheet No. <br /> No. 99 Frontage Rd. to Alhambra Ave. 4 of 5 <br /> Drawn By D//ate Q, Project Engineer Date Checked Date Submitted Date r 1 commended Date <br /> k mAj <br /> IGua�cn 6/ISI93 �i8 <br /> I <br />