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Const. <br /> Limits of Clearing) and Grubbing <br /> 2' 8' 12' 12' 8' 2' GENERAL NOTES: <br /> I. Asphalt Concrete used for Pavement <br /> Repair shall be placed in layers <br /> 24' Pavement Reinforcing Fabric which do not exceed 0.50' in <br /> compacted thickness. <br /> 2, Placement of Asphalt Concrete <br /> Surfacing shall not begin until <br /> Asphalt Concrete used for <br /> of. Voc VacI Vor _ I Pavement Repair has been in <br /> — place for a minimum of <br /> Z--- 1----------- -- ---- ---- ------- -- _ 36 hours. <br /> Ex,st,ngCurb, Gutter 0.17' Asphalt Concrete Overlay <br /> and Sidewalk (Typ.) <br /> Refer to Edge of <br /> Existing Roadway Pavement and Planing <br /> TYPICAL SECTION Details this sheet (Typ.) <br /> Country Club Blvd. to Michigan Ave. Existing Curb, Gutter <br /> Stu. 0+19± to Sta. 10+95± <br /> and Sidewalk <br /> t <br /> Existing Curb, Gutter 8' 12' 12' 8' <br /> and Sidewalk 00 Const. 1 I I <br /> 0\00ry 0, <br /> 6' <br /> m Existing <br /> ---�—� Surface <br /> D — I 1I I II <br /> m Const. <br /> Grading Plane Conform <br /> EDGE OF PAVEMENT Existing Curb, Gutter TYPICAL TRAFFIC <br /> and Sidewalk Note: Asphalt Concrete <br /> DETAIL Surfacing not shown LANE LAYOUT <br /> U £ PLANING DETAIL for clarity. <br /> A <br /> A <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION DELAWARE AVENUE RESURFACING sneer <br /> m o 2 of 4 <br /> 4 <br /> w <br /> Drawn ay Dot. Praiser Enylnser I Date I Chocked Dora I Submitted Dara I Ap roval Recommended Date Country Club Blvd. to Michigan Ave. <br /> a v1z 7�9i 1C2r.Lv1 KiKVA 1/91 r/s/ yj20in✓vL/ : `'r�ll /:/^ �91i <br />