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<br />(iii) All piping connections and ancillary items not listed herein shall be provided by the <br />Contractor. <br /> <br />PART 4 - EQUIPMENT DELIVERY <br /> <br />A. The HVS components shall be delivered within six weeks of date of approved technical <br />submittal. <br /> <br />B. The HVS components shall be preassembled and delivered to the site fully fabricated and <br />ready for the final assembly. <br /> <br />C. Off-loading, storage, and installation shall be by the Contractor. <br /> <br />D. The Contractor shall inspect and provide signed acceptance of equipment prior to <br />unloading, or notify the manufacturer of any damage to equipment to effect proper <br />remedial action. Failure to notify the manufacturer of damage to equipment prior to <br />unloading will void all warranties pertaining to subject equipment. <br /> <br /> <br /> <br />PART 5 - EQUIPMENT INSTALLATION <br /> <br />A. The system shall be installed in strict accordance with the site plans, and the <br />manufacturer’s general arrangement drawings and Handling, Storage and Installation <br />Instructions. The Contractor shall be responsible for installing the equipment and all <br />necessary site connections. <br /> <br />B. The Manufacturer shall be notified immediately of any equipment which is damaged during <br />unloading, storage, or installation. The damaged equipment shall be repaired or replaced <br />at the discretion of the manufacturer and entirely at the Contractor’s expense. <br /> <br />C. The precast concrete structure shall be set on a granular or compacted sand sub-base in <br />accordance with local requirements for standard manhole installation. In no instances <br />shall the compacted sub-base material have a thickness of less than 12 inches. <br /> <br />D. The precast concrete structure shall be set level and plumb to within 0.5%. <br /> <br />E. Non-shrink grout or hydraulic cement conforming to ASTM C 595 shall be used to provide <br />a water tight seal in the lift holes, any drain holes and around the concrete k nock-outs for <br />the inlet and outlet pipes. <br /> <br />F. The Contractor shall, at the discretion of the owner or owner’s representative, test the <br />concrete structure for water tightness before backfilling. <br /> <br /> <br />PART 3 – EXECUTION <br /> <br />3.01 EXCAVATION <br /> <br /> <br />City of Sunny Isles Beach <br />NE 174th Street Roadway Improvements <br />02630 - <br />10 <br />Storm Drainage <br />14-1758 / 09-19-2014 <br />