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f, - Conform ® E.P. <br /> Cavi. --EP- <br /> Proposed 0.20' A.C. Overlay i Conform <br /> Existin Width <br /> ConfoI 12' Min. 0.30' Asphalt Concrete <br /> over shapedand compacted <br /> i. TYPED native material. <br /> -A.C. Leveling Note: Portions of existing concrete driveway from <br /> edge of pavement to distance mentioned below shall be <br /> removed. Concrete shall be saw cut to provide a neat <br /> ASPHALT CONCRETE LEVELING DETAIL straight joint at the conform line. <br /> Removal of concrete shall be considered as included <br /> !^ REPORT AVENUE in the contract Lump Sum unit price for Clearing and Grubbing. <br /> • Sta. 08+00 to Sta. 09+30 (Lt.) <br /> o Concrete Driveways(Report Ave) <br /> A <br /> a Station 23+25t (Lt.) 5' from E.P. <br /> c i lrvf:�L' ajiti y, a. . <br /> a b <br /> 41jeApinoy� <br /> v. <br /> a <br /> a � <br /> AH suug�)aJf• , ; <br /> o _ See Note _ <br /> (� Below -Existing <br /> a Surface EP Conform ® E.P. <br /> �( R <br /> C0.50'onc Asphalt <br /> Note: Concrete Conform <br /> Width (4' Minimum) Existing Width Variable depth AsphaltConcrete <br /> Approximate dimensions used for estimating purposes 12 Min. over existing paved driveway. <br /> are available upon request. Dimensions and locations <br /> 1 P are subject to change at Engineer's discretion. E E R = Conform to Existing Radii <br /> TYP <br /> 001 PAVEMENT REPAIR DETAIL <br /> p TYPICAL DRIVEWAY DETAIL <br /> cz <br /> Z <br /> 0 <br /> UIN NO SCALE CONSTRUCTION DETAILS REPORT AVENUE & SIERRA LANE RESURFACING Sheet No. <br /> COUNTY OF SAN JOA <br /> Q (South End to Waterloo Rd. & Waterloo Rd. to Cherokee Rd.) 6 of 7 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED DATE APPROVAL RECOMMENDED I DATE <br />