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2.02 JOINTS <br /> <br />A. Concrete Pipe Joints: Except where otherwise specified, round rubber gaskets <br />for use in concrete pipe joints shall meet with the requirements of Article 5.9 of <br />ASTM C361, with the additional requirements that the gasket used shall be of <br />such cross sectional area and perimeter as to properly fit the space provided in <br />the pipe joint in which it is to be used, and shall be the sole element relied on to <br />maintain a tight joint. Prior to use, the gasket shall be stored in as cool a place <br />as practicable. The concrete joints shall conform to FDOT Standards Section <br />941 Concrete Pipe, Section 942 Pipe Gaskets, Section 430-7 Requirements for <br />Concrete Pipe, and ASTM C443-98. <br /> <br />B. Corrugated Aluminum Pipe Joints: Field joints for aluminum pipe shall be <br />made with bands fabricated of the same alloy as the culvert sheeting and shall <br />meet the requirements of AASHTO M196. The banded joints shall be <br />gasketed with neoprene gasket of a design shown to secure a soil tight or <br />watertight joint. <br /> <br />C. Corrugated Steel Pipe Joints: Field joints for steel pipe shall be made with <br />bands fabricated of the same alloy as the culvert sheeting and shall meet the <br />requirements of AASHTO M36. The banded joints shall be gasketed with a <br />neoprene gasket of a design shown to secure a soil-tight or watertight joint. <br /> <br />D. Corrugated Polyethylene Pipe Joints: series 65 Pro Link WT watertight joining <br />system with O-ring gaskets as manufactured by Advanced Drainage Systems, <br />Inc. (ADS). Performance specifications ASTM D3212 and AASHTO M294. <br /> <br />E. Polyvinyl Chloride Pipe Joints: Rubber sealing rings for pipe joints shall <br />conform to ASTM D-3212. <br /> <br />2.03 FRENCH DRAINS <br /> <br />A. French drains shall conform to the requirements of Section 4431 FDOT <br />Standard Specifications. <br /> <br />B. Filter fabric shall conform to the requirements of Sections 514 and 985, FDOT <br />Standard Specifications. <br /> <br />2.04 INLETS MANHOLES AND JUNCTION BOXES <br /> <br />A. All drainage inlets, manholes, and junction boxes shall be precast concrete <br />conforming to ASTM C-478 and 64T. All concrete shall have not less than <br />3000-psi compressive strength at 28 days. <br /> <br />B. Structure sections shall be joined with a mastic sealing compound. The <br />remaining space shall be filled with the cement mortar and finished so as to <br />produce a smooth continuous surface inside and outside the wall sections. <br /> <br />City of Sunny Isles Beach <br />NE 174th Street Roadway Improvements <br />02630 - 3 Storm Drainage <br />14-1758 / 09-19-2014 <br />