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See Note Below <br /> 4' Minimum Width 's <br /> Ex <br /> Surface - - - Conform ® E.P. <br /> ED <br /> ff <br /> Note: <br /> 1:1 <br /> Width, length and locations to be 0.50' Asphalt Concrete �_. <br /> determined by the Engineer. <br /> Conform <br /> PAVEMENT REPAIR DETAIL Existin Width <br /> Note: Maintain existing crown where pavement repair 12' Min. <br /> crosses the center line. <br /> 0.30' asphalt concrete over <br /> shaped and compacted native <br /> TYPE D <br /> Const. <br /> o I -- Conform ® E.P. <br /> r 11 Refer to shoulder <br /> EP <br /> m Details Sht. 2 T <br /> a <br /> m 0.25' A.C. Overlay Over <br /> Leveling Course <br /> 2._%_ R = Conform to \ \_Conform 1 <br /> existing radii. I l <br /> � I i <br /> 1I y A.C. (Ty Variable depth asphalt concrete <br /> over existing paved driveway. <br /> LAL ExistingRoadwa <br /> pe B) Leveling TYPE E <br /> f A. C. LEVELING DETAIL <br /> 0 <br /> Sto. 44+00 to Stu. 63+25 (Rt.) TYPICAL DRIVEWAYS <br /> A Sta. 48+50 to Sta. 63+25 (Lt.) <br /> U <br /> J = <br /> 0 <br /> COUNTY OF SAN JOA UIN No SCALE DETAILS N. 99 FRONTAGE ROAD E RESURFACING Sheet No. <br /> Q Calim rna Road to eltier Road of g <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> �Ak 41' 14/6rj a D J tkA z <br />