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SECTION 02513 <br /> s PAVING <br /> i 4 <br /> 5 <br /> 6 PART 1 : GENERAL <br /> 7 <br /> a 1.01 DESCRIPTION <br /> ' 9 <br /> 0 The Contractor shall furnish all labor, materials, equipment and incidentals necessary to <br /> 11 perform all paving work required to complete work shown on the Drawings and/or specified <br /> 12 herein. The work shall include, but not necessarily be limited to, final grading, scarifying <br /> 13 and compacting engineered fill materials, curing seal, Class 2 aggregate base, prime coat, <br /> 14 asphalt concrete, and all related work. <br /> 15 <br /> 16 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS <br /> n <br /> 16 A. Section 02210: Site Grading <br /> 19 <br /> zo B. Section 02221: Utility Trenching & Backfilling. <br /> 21 <br /> 22 C. Section 02225: Structure Excavation and Backfill <br /> 1 23 <br /> 24 <br /> 25 PART 2: PRODUCTS <br /> 2s <br /> 27 2.01 SELECT MATERIAL AND ENGINEERED FILL <br /> 28 <br /> 29 Select material and engineered fill shall be as specified in Section 02225 of these <br /> 30 Specifications. <br /> 31 <br /> 32 2.02 CLASS 2 AGGREGATE BASE <br /> 33 <br /> 34 Class 2 aggregate base shall meet all requirements of Caltrans Standard Specification <br /> 35 Section 26-1.02B for 3/4-inch maximum grading. <br /> 36 <br /> 37 2.03 PRIME COAT <br /> 38 <br /> 39 Prime coat shall meet all requirements of Caltrans Standard Specification Section 93-1.01 <br /> 40 for MC-250 liquid asphalt. <br /> 41 <br /> 42 2.04 ASPHALT CONCRETE <br /> 43 <br /> 44 A. Asphalt concrete shall meet the requirements of Caltrans Standard Specification Section <br /> 45 39-2 for Type B Asphalt Concrete (1/2-inch maximum aggregate, medium grading). <br /> 4s <br /> 47 B. The asphalt to be mixed with the aggregate shall meet the requirements of Caltrans <br /> 48 Standard Specification Section 92-1.02 for AR 4000 steam-refined paving asphalt. <br /> 49 <br /> 50 <br /> PAVING <br /> 050594 02513-1 <br /> r <br />