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2009-280
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2009-280
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Last modified
3/7/2022 3:11:30 PM
Creation date
10/5/2015 9:04:39 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/06/2009
Control Number
2009-280
Agenda Item Number
8.L.
Entity Name
Masci Corporation
Subject
Potable Water Main 77th. Street
Area
77th St.
Project Number
UCP 3086
Bid Number
2009064
Supplemental fields
SmeadsoftID
8783
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1.02 RESTORATION <br />All surfaces, as described, shall be completed as soon as is reasonable. In no case shall the <br />pavement or driveway replacement operation be unfinished for more than 10 days after <br />backfilling unless otherwise directed by the Engineer. Replace all damaged or cut <br />pavement due to Contractor's operations; restore all pavement outside of trench area <br />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 the <br />event of settlement of paved areas more than one-quarter inch below the undisturbed <br />adjacent permanent pavement, the Contractor shall make the necessaryr <br />to restore <br />the pavement level within ten calendar days after notification by the Oner. The cost of <br />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 911. <br />2.02 ASPHALTIC CONCRETE <br />A. Prime and Tack Coats: Prime and tack coats shall be applied to the prepared <br />baserock. Prime coat shall be cutback asphalt, Grade RC -70, MC -30, or MC -70, 40 <br />complying with FDOT Specifications, Articles 300-1 through 300-7, applied at the <br />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 average <br />rate of 0.10 gallons per square yard. The bituminous quantities are considered as <br />average and are subject to some variation at the discretion of the Engineer and at <br />no additional cost. <br />B. Plant Mix Wearing Surface: q <br />plant Mix wearing <br />course <br />constructed on the prepared limerrockbase. Materials uand econstructshall be <br />conform with the requirements of FDOT Standard Specifications for T °- shall <br />Ior S- <br />3 (per drawing) Asphaltic Concrete, Section 331, and Articles 331-1 through 331-4. <br />The finished pavement replacement shall be smooth and even with, or slightly <br />above, the existing abutting pavement, but shall not have any appreciable bump <br />due to this slight elevation. <br />C. Rock, Gravel, or Marl Replacement: Roads, streets, or driveways constructed of <br />rock, gravel, or marl shall be restored to a condition equal to or better than prior <br />to construction using the same material unless directed otherwise. <br />D. Temporary Cold Patch: Temporary cold patch for temporary surface as required <br />by Code Section 312.08 (c) (d) 1, shall be a commercially available mix approved <br />02576-3 <br />
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