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SECTION 00530 — EJCDC STANDARD FORM OF AGREEMENT <br />BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE <br />Indian River County North County Commercial Sewer & Water <br />THIS AGREEMENT ("Agreement' or "Contract"), dated the day of in <br />the year 20_ by and between Indian River County, a political subdivision of the State of Florida <br />(hereinafter called OWNER) and (hereinafter called CONTRACTOR). <br />OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, <br />agree as follows: <br />ARTICLE 1 WORK <br />CONTRACTOR as an independent contractor and not as an employee shall furnish and <br />complete all of the necessary labor, material; and equipment to -perform the work as <br />specified or indicated in the Contract Documents and per FDEP, FDOT, County Utilities <br />Department and County Engineering Department standards. The work is generally <br />described as follows: <br />Indian River County Department of Utility Services (IRCDUS) proposes to construct a new <br />gravity sanitary sewer system and sections of water main to serve commercial areas along <br />US Highway #1 and in the City of Sebastian. The project will generally include <br />approximately 2,700 LF of 8" sewer, 6,500 LF of 10" sewer, 37 manholes, 143 LF of 8" <br />sewer jack and bore, 137 LF of 10" sewer jack and bore, 50 service laterals, lift station, <br />850 LF of 4" force main, 3,000 LF of 8" water main and all related and necessary <br />appurtenances. <br />The construction of the utility improvements described above shall also consist of, but not <br />limited to:' .resetting of signs, mailboxes, and other existing facilities disturbed during <br />construction; utilities exploration; coordination with any permitting agencies; trenching; <br />clearing and tree `removal; dewatering; installation of pipe, structures and all <br />appurtenances; soil backfill compaction; testing; exfiltration testing; backfill and subgrade <br />testing); road, landscape ' and driveway restoration; regrading and grassing (sod); and <br />traffic control. All right-of-way shall be restored to like or better condition including, but not <br />limited to sidewalks and drainage. No excavation shall be left open when work is not <br />actively, being,performed. Construction fencing used in the work area shall not block sight <br />distance near intersections or driveways. All construction equipment and materials shall <br />be stored a minimum of 15 feet from the edge of pavement and shall be protected by Type <br />II barricades with flashing yellow lights. <br />The Contractor shall submit a Traffic Control Plan to the local office of FDOT for U.S. <br />Highway #1, County Traffic Engineering Division for Bay Street, and to the City of <br />Sebastian Traffic Engineering Division for City Streets a minimum of 72 hours prior to <br />construction and notify the respective agencies a minimum of 24 hours before any lane <br />closures. A temporary access plan shall be provided indicating how local traffic will be <br />maintained if the existing road is removed and reconstructed. Stand mounted Advance <br />Construction signing shall be installed in accordance with FDOT Index 602. One lane <br />closures shall be in accordance with FDOT Index 603. When any work encroaches the <br />area between the centerline and two (2) feet outside the edge of pavement, traffic shall be <br />00530-1 <br />P176 <br />