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Conform ® E.P. E P <br /> Const. — <br /> I 50' — <br /> 4 18' ■ � <br /> 2 5 E — — — —� <br /> 0 c ° <br /> R <br /> 01, <br /> o <br /> Existin Width Conform v 0 <br /> Existing Sidewalk <br /> �o <br /> o 0 <br /> �0 0 <br /> o ; <br /> 12' Min. <br /> v <br /> Eighth 4� <br /> 0.30' Asphalt Concrete over shaped � +i q th Street 00 <br /> and compacted native material. qt X = 4.5' <br /> W <br /> TYPED ( W = 7.5' <br /> Conform ® E.P.--\ EIGHTH STREET <br /> 18 E.P. <br /> Existing Width I Conform INTERSECTION DETAIL 1°� <br /> 12' Min. Bieghle Street ® — <br /> Ninth Street <br /> 3 Variable depth Asphalt Concrete <br /> Eleventh Street <br /> Nover existing paved driveway. X <br /> c TYPE EE LEGEND <br /> w <br /> TYPICAL DRIVEWAYS ® Variable depth 3 0 0 <br /> Asphalt Concrete Existing Curb, Gutter & Sidewalk 0 0 <br /> MSee Note Below (Misc. Areas) <br /> z — — Tsting Surface ■ <br /> ® 0 <br /> Variable depth Tenth Street 4' <br /> _ Asphalt Concrete £ <br /> ©0.00 Depth of Asphalt Concrete X — 8 0 <br /> Pavement Planing W = 10 c <br /> ■ Limits of Asphalt Concrete W <br /> 050' Asphalt Concrete Pavement Planing <br /> . <br /> Note: Width, length and locations to R Conform to existing TENTH STREET <br /> A be determined by the Engineer. Radii <br /> 0 <br /> a <br /> PAVEMENT REPAIR DETAIL ASPHALT CONCRETE (MISCELLANEOUS AREAS) <br /> COUNTY OF SAN JOAQUIN No SC&E CONSTRUCTION DETAILS MORRISON GARDENS RESURFACING Sheet No. <br /> (PHASE 3) 6 of 7 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br /> .dd...r 2/97I,4-Ij 2/Z6/ AIXII 7 `�M7 <br />