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0.70Asphalt Concrete (Type A) Existing Aspha <br /> Existing <br /> It Concrete (Type A) <br /> 6" Min. (TySurface — <br /> �xisting Pavement <br /> 0.9' <br /> 4_ <br /> r Select Material <br /> i <br /> ;� � ' Class 2 Aggregate Base <br /> � Compact in 12" Max. <br /> Layers. Relative Note: Location as shown on entrance detail <br /> Q. Compaction = 90% <br /> p as determined by the Engineer. <br /> Structure Backfill Material O.D./2 Compact in 6" Max. Layers PAVEMENT REPAIR (TYPE 2) DETAIL <br /> T _ Relative Compaction = 95% <br /> 1 I 0.30' Sand Bedding <br /> 10" Min. LO.D. Y 10" Min. See Note Below <br /> O.D. Existing <br /> + 20" Min. Surface — <br /> TRENCH DETAIL <br /> See Note Below Asphalt Concrete (Type A) <br /> > Existing Note: Width, length and locations to <br /> Surface — be determined by the Engineer. <br /> PAVEMENT REPAIR (TYPE 3) DETAIL <br /> r <br /> Asphalt Concrete (Type A) <br /> Note: Width, length and locations to General Notes <br /> be determined by the Engineer. <br /> 1. For Type III Pavement Repair, existing pavement shall be neatly cut to line <br /> * 0.7' At trench locations prior to trench excavation. The Contractor may use wheel, or knife—type or <br /> 0.5' All other locations similar equipment that will produce a neat line cut. <br /> 2. Maximum payment width for Pavement Repair (Type 1) at trench locations <br /> PAVEMENT REPAIR (TYPE 1 ) DETAIL shall be the outside pipe diameter plus 3 feet. <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHEC ED I DATE I suBMmED DATE I APPROVAL RECOMMENDEDI DATE HILL SANITARY LANDFILL <br /> �,�',� 3/9/w 3/a9�� p 3/o9/eo - COUNTY OF SAN 70AgUIN NO SCALE CONSTRUCTION ENTRANCE ROAD <br /> DETAILS RESURFACING 377 <br />