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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 02510-1 <br />SECTION 02780 <br /> <br />BRICK PAVERS, RESET BRICK AND VARIOUS PAVERS <br /> <br />PART 1 GENERAL <br /> <br />1.1 SCOPE OF WORK <br />A. This technical specification covers the furnishing of all labor, materials, testing, submittals, tools, and <br />equipment necessary to construct brick paving, or reset brick and other paving materials such as stone, <br />slate, etc., as shown on the plans or as directed by the Engineer. Prior to installation of the bricks, all <br />work within the brick paver limits shall be complete and shall include, but not be limited to, the <br />adjustments of all public and private frames, grates, covers and utility boxes. <br />PART 2 PRODUCTS <br /> <br />2.1 MATERIALS <br /> <br />A. Bricks: Paving bricks shall conform to ANSI/ASTM C 902‐79a Standard Specification for Pedestrian <br />and Light Traffic Paving Brick, Class SX, Type II (Referred to as Glen‐Gary Paver) or equivalent as <br />approved by the Engineer. <br />B. Filter Fabric: Filter fabric conforming to Form 817, Section M.08.01.19 shall be used when dry setting <br />brick. <br />C. Base Material: The processed aggregate base under the concrete shall be medium gradation <br />conforming to Technical Specification 02232 – “Limerock Base”. <br />D. Leveling Course: The leveling course for dry set bricks shall be commercial grade crushed stone dust. <br />E. Joints: The paver joints shall be filled with either commercial grade crushed stone dust, masonry sand, <br />or commercial grade polymeric stabilizing sand, as shown on the plans or as directed by the Engineer. <br />F. Mortar: The base material leveling course for mortar set brick shall be Portland Cement Concrete as <br />specified in FDOT Specifications - Section 345 “Portland Cement Concrete.” <br />G. Joint Material: Transverse expansion joint material shall be asphalt impregnated fiber material, Kork <br />Pak, Proflex Reflex, or approved equivalent. <br />The expansion joint between the curb and concrete/brick shall be Harris Strip‐Off closed cell foam <br />with peel‐off top or approved equivalent. The joint using closed cell foam material shall be sealed <br />with Sikaflex polyurethane joint sealant, or approved equivalent. <br />H. Dowels: Dowels shall be 5/8 inch diameter x 24 inch long intermediate grade steel conforming to <br />AASHTO M‐38 and shall be smooth. Plastic sleeves covering one end of the dowel shall be 5/8 inch <br />diameter x 12 inches long, Speed Dowel, or approved equivalent. <br />I. Edge Restraints: Edge restraints shall be snap‐edge Pave Tech – Pave Edge, or approved equivalent. <br />2.2 SUBMITTALS <br /> <br />A. The following submittals shall be submitted to the Engineer for review and approval prior to installation: <br /> <br />• Two bricks shall be submitted; replacement brick shall match the existing brick as closely as <br />possible <br />• Manufacturer’s cut sheet for filter fabric <br />• Gradation test results for processed aggregate <br />• Material certification for commercial grade stone dust