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<br />SECTION 02515 <br />ARCHITECTURAL PAVERS <br /> <br />PART 1 - GENERAL <br /> <br />1.01 RELATED DOCUMENTS <br /> <br />A. Drawings and provISIons of the Contract, (including General and Supplementary <br />Conditions) and all Technical Specification sections, apply to Work of this section. <br /> <br />1.02 DESCRIPTION OF WORK <br /> <br />A. The Contractor shall furnish all concrete pavers, labor, materials, equipment and services <br />necessary for, and reasonably incidental to the construction of finish paving as shown on <br />the drawings and as specified herein. <br /> <br />1.03 SUBMITTALS <br /> <br />A. Shop Drawings: Before constructing a concrete paver sample and before laying any <br />finished paving, the Contractor shall submit shop drawings of the paving pattern as <br />indicated on the drawings. Such shop drawings shall show the layout of the paving <br />bands, and proposed paving pattern to be installed. Shop drawings shall include <br />measurements of paver sizes, joints, pattern layout and all dimensions as necessary. <br /> <br />B. Sample Panel: At a location to be approved by the Consultant, the Contractor shall <br />construct a sample panel, 6' x 6', using the concrete pavers and methods proposed for <br />use in the finished Work. The panels shall demonstrate both the header course and <br />paving pattern (including all colors specified) as shown on the drawings. The Contractor <br />shall rebuild or review the sample panels as often as required to obtain the Consultant's <br />approval of the pavers, pattern, cleaning and workmanship. The panel shall not be <br />altered, moved or destroyed without the Consultant's approval. <br /> <br />1. The Contractor shall coordinate the Work of this section with all other <br />appropriate sections of the specification as necessary to insure that proper <br />provisions are made for the Work of this section. <br /> <br />C. The Contractor shall submit the mixes and bedding systems they intend to use to the <br />Consultant for approval before the Contractor commences the Work. <br /> <br />D. Testing: Destructive testing reports for representative samples of unit pavers at no less than a <br />ratio of 1 unit per 5,000 sJ. of surface area of installed pavers shall be forwarded to <br />Consultant by an approved independent local testing firm contracted by Contractor prior <br />to shipment and delivery to site. Test results to be in accordance with ASTM C936-82. <br /> <br />1.04 QUALITY ASSURANCE <br /> <br />A. Contractor must have 24 months of previous continuous experience in the installation of <br />compressed concrete paver units in the State of Florida. <br /> <br />PART 2 - PRODUCTS <br /> <br />PAGE 103 OF 130 <br />BID No. 08-10-01 <br />