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i <br /> SECTION A - STREET WORK (Con't) <br /> 6. ASPHALT CONCRETE <br /> Shall be Type B and shall conform to the provisions of Section 39 of <br /> the California Standard Specifications and these special provisions. <br /> 7. PENETRATION RANGE <br /> Initial 3" of pavement to consist of asphaltic base. The remainder should <br /> consist of asphaltic concrete with 85-100 penetration. Aggregate shall <br /> be 3/4" maximum, medium grading for surfacing. <br /> The native soil over which these paving materials are placed should be <br /> compacted to a minimum depth of 6" to a minimum of 95 percent (95%) of <br /> the maximum dry density as obtained by the California 216-F Compaction <br /> Test Procedure. <br /> 8. PRIME COAT <br /> Shall be liquid asphalt grade SC-250 and shall be applied to the entire <br /> roadway to be paved. <br /> 9. TACK COAT <br /> Shall be a penetration type and the coat shall be included in the Unit Bid <br /> price for asphalt concrete. <br /> 10. FOG SEAL <br /> The fog seal shal I conform to the applicable provisions of Section 37 of <br /> the California Standard Specifications and the following provisions: <br /> a) The bituminous binder shall be mixing type asphaltic emulsion <br /> conforming to Section 94 of the California Standard Specifications <br /> with a maximum addition of thirty percent (300) water added. <br /> 11 . GRADING <br /> In grading the street area, the Contractor shall also include dressing <br /> the front twenty 20fRelt o*CA <br /> 1ca fYO tie ofitMe strEet•ri;ght <br /> of way to the nat "ral group1 h All material obtained <br /> in the street exc vat�o�n�si ots s directe J)y <br /> the Engineer. <br /> SUBJECT TO APP' '7 <br /> Public Agency ........................................ <br /> .................................. <br /> -, '7eer ............................. ...........-.............................. <br /> .` <br /> C ......... ...........................».......................K..,.., <br />