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1 .02 RESTORATION <br /> All surfaces , as described , shall be completed as soon as is reasonable . In no case <br /> shall the pavement or driveway replacement operation be unfinished for more than <br /> 10 days after backfilling unless otherwise directed by the Engineer. Replace all <br /> damaged or cut pavement due to Contractor's operations; restore all pavement <br /> outside of trench area that is damaged by the Contract at no expense to Owner. <br /> 1 . 03 GUARANTEE <br /> All restored areas within the public right-of-way shall be guaranteed for one year. In <br /> the event of settlement of paved areas more than one-quarter inch below the <br /> undisturbed adjacent permanent pavement, the Contractor shall make the <br /> necessary repairs to restore the pavement level within ten calendar days after <br /> notification by the Owner. The cost of such repairs shall be paid by the Contractor. <br /> PART 2 -- PRODUCTS <br /> 2.01 BASEROCK <br /> Limerock , shellrock, and local rock shall conform to FDOT specifications, Section <br /> 911 . <br /> 2 .02 ASPHALTIC CONCRETE <br /> A. Prime and Tack Coats: Prime and tack coats shall be applied to the <br /> prepared baserock. Prime coat shall be cutback asphalt, Grade RC-70 , MC- <br /> 30 , or MC-70, complying with FDOT Specifications , Articles 300- 1 through <br /> 300-7, applied at the average rate of 0 . 15 gallons per square yard . <br /> Tack coat shall be emulsified asphalt, Grade RS-2 , complying with FDOT <br /> Specifications , Articles 300- 1 through 300-7 respectively, applied at the <br /> average rate of 0 . 10 gallons per square yard . The bituminous quantities are <br /> considered as average and are subject to some variation at the discretion of <br /> the Engineer and at no additional cost. <br /> B. Plant Mix Wearing Surface: A plant mix wearing surface course shall be <br /> constructed on the prepared limerock base . Materials and construction shall <br /> conform with the requirements of FDOT Standard Specifications for Type S- <br /> 1 or S-3 (per drawing) Asphaltic Concrete, Section 331 , and Articles 331 -1 <br /> through 331 -4 . The finished pavement replacement shall be smooth and <br /> even with , or slightly above, the existing abutting pavement, but shall not <br /> have any appreciable bump due to this slight elevation . <br /> C . Rock, Gravel , or Marl Replacement: Roads, streets , or driveways <br /> constructed of rock, gravel , or marl shall be restored to a condition equal to <br /> or better than prior to construction using the same material unless directed <br /> otherwise . <br /> 02576 Pavement, Sidewalk, and Driveway Replacement.doc <br /> 02576 - 3 <br /> Ji07-02912 Inch W M - Vero Lake Estatesl0ocumentsGeIP:v1MBidcm9 contract SpecificatlonsW2576 Pavement, Sidewalk, and Driveway Replacement.doc <br />