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I <br />1 <br />have been removed from the base. The prime coat shall be applied by <br />a pressure distributor so that approximately 0.1 gallons per square <br />yard is applied uniformly and thoroughly to a clean surface. <br />E. Prior to the application of the surface course, all loose material, dust, <br />dirt and all foreign material which might prevent proper bond with the <br />existing surface shall be removed to the full width of the repair by <br />means of approved mechanical sweepers and supplemented by hand <br />sweeping if required. <br />F. Apply bituminous tack coat at a rate between 0.02 and 0.10 gallons <br />per square yard. Bituminous material shall be heated as per <br />manufacturers recommendations. <br />G. The truing and leveling asphaltic concrete shall be placed in lifts of <br />three - quarter inches (3/4 ") each. Overlay asphalt shall be placed in <br />one 1 " lift. <br />H. All manhole castings, valve boxes or other utility castings within the <br />area to be surfaced shall be adjusted to the proposed surface elevation <br />by the Contractor. The work shall be accomplished in such a manner <br />as to leave the casting fixed permanently in its correct position at no <br />additional cost to the Owner. <br />3.02 PAVEMENT REPAIR <br />1 07/03 <br />A. All damage to pavement as a result of the work (construction or <br />maintenance) under this contract shall be repaired according to the <br />plans and specifications at the Contractor's cost. Pavement shall be <br />repaired to match the original surface material and original grade, <br />however, the asphalt concrete thickness shall not be less than 1 inch. <br />The repair shall include the preparation of the subgrade, the placing <br />and compacting of the limerock base in 6" maximum lifts, the <br />preparation and priming of the base, the placing and maintaining of the <br />surface treatment, all as specified herein and as shown on the <br />Drawings. <br />B. The width of all repairs shall extend at least 12 inches beyond the limit <br />of the damage or as shown on the Drawings. The edge of the <br />pavement to be left in place shall be saw cut to a true edge and should <br />provide a clean edge to abut the repair. The line of the repair shall be <br />reasonably uniform with no unnecessary irregularities. <br />02513 -3 03- 4138.A <br />