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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 200 by and between Indian River County, a political subdivision of the S to of Florida <br /> (hereinafter called OWNER) and Timothy Rose Contracting, Inc. (hereinafter <br /> 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 />