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See Note Below <br /> ExistingEP Conform CSD E.P. EP Conform 0 E.P. <br /> Surface <br /> R //R .�. <br /> L <br /> 0.30' Asphalt Conform Conform <br /> Concrete <br /> Existing Width Existing Width <br /> PAVEMENT REPAIR TYPE 1 DETAIL 12' Min. 12' Min. <br /> TYPE E TYPE D <br /> Note: Width (4' minimum). Variable depth Asphalt Concrete 0.30' Asphalt Concrete over shaped <br /> Approximate dimensions used for estimating purposes over existing paved driveway. and compacted native material. <br /> ore available upon request. Dimensions and locations R = Conform to Existing Radii. <br /> are subject to change at the discretion of the Engineer. <br /> TYPICAL DRIVEWAY DETAILS <br /> 0 See Note Below <br /> D <br /> 0 Existing <br /> Surface <br /> r <br /> m <br /> z — <br /> D <br /> L0.50' Asphalt <br /> Concrete <br /> T0.50' Class 2 Aggregate Bose <br /> over Soil Stabilization Fabric Place a catch <br /> basin filter <br /> PAVEMENT REPAIR TYPE 2 DETAIL ` <br /> The Storm Drain Inlet Protection <br /> Unit (Catch Basin Filter) is to <br /> remain in place and functioning <br /> Note: Approximate dimensions used for estimating purposes from the beginning of the working <br /> cn ore available upon request. Dimensions and locations days until the end of the project. <br /> ore subject to change at the discretion of the Engineer. <br /> Cole Drive <br /> 3 STORM DRAIN INLET <br /> m Sto. 18+95 to Sto. 23+00 Lt.): 12' PROTECTION UNIT <br /> Sto. 24+00 to Sto. 25+24 Lt. CL): 16' <br /> Sto. 28+73 to Sto. 29+27 Lt.� 12' <br /> r <br /> m <br /> z <br /> o <br /> COUNTY OF SAN JOAQUINNO SCALE Construction Details Oakwilde Avenue and Cole Drive Resurfacing Sheet No. <br /> (Morada Lane to Ashley Lane) 8 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL R COMMENDED DATE <br />