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SECTION 00530 <br />EJCDC STANDARD FORM OF AGREEMENT <br />BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE <br />West Wabasso Septic to Sewer Phase 313 <br />THIS AGREEMENT ("Agreement" or "Contract"), dated the 13th day of September, 2022 by and between <br />INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the <br />Laws of the State of Florida (hereinafter called OWNER) and Centerline, Inc. (hereinafter called <br />CONTRACTOR). <br />OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as <br />follows: <br />ARTICLE 1 WORK <br />CONTRACTOR as an independent contractor and not as an employee shall furnish and complete <br />all of the necessary labor, material, and equipment to perform the work as specified or indicated <br />in the Contract Documents and per FDEP, FDOT, County Utilities Department and County <br />Engineering Department standards. The work is generally described as follows: <br />Indian River County Department of Utility Services (IRCDUS) proposes to construct a new gravity <br />sanitary sewer system to serve the West Wabasso areas generally along 58th Court and S9th <br />Avenue south of CR 510. The project will include approximately 1,450 LF of gravity sewer mains <br />including 225 If of Close -Tolerance Horizontal Directional Drill; 10 manholes; an IRCDUS lift <br />station; 165 LF of 4" force main; and related valves, fittings, laterals, services, and restoration of <br />trenches and roadway. <br />The construction of the utility improvements described above shall also consist of, but not limited <br />to: resetting of signs, mailboxes, and other existing facilities disturbed during construction; <br />utilities exploration; coordination with any permitting agencies; trenching; clearing and tree <br />removal; dewatering; installation of pipe, structures and all appurtenances; soil backfill <br />compaction; testing; exfiltration testing; backfill and subgrade testing; road, landscape and <br />driveway restoration; regrading and grassing (sod); and traffic control. All rights-of-way shall be <br />restored to like or better condition including, but not limited to sidewalks and drainage. No <br />excavation shall be left open when work is not actively being performed. Construction fencing <br />used in the work area shall not block sight distance near intersections or driveways. All <br />construction equipment and materials shall be stored a minimum of fifteen (1S) feet from the <br />edge of pavement and shall be protected by Type II barricades with flashing yellow lights. <br />The Contractor shall submit a Traffic Control Plan to the County Traffic Engineering Division <br />for all streets to be disturbed a minimum of seventy-two (72) hours prior to construction <br />and notify the County Traffic Engineering Division a minimum of twenty-four (24) hours <br />before any lane closures. A temporary access plan shall be provided indicating how local <br />traffic will be maintained if the existing road is removed and reconstructed. Stand mounted <br />Advance Construction signing shall be installed in accordance with FDOT Index 102-602 <br />(Latest Edition). One -lane closures shall be in accordance with FDOT Index 102-603 (Latest <br />Edition). When any work encroaches the area between the centerline and two (2) feet outside <br />the edge of pavement, traffic shall be restricted to a single lane. <br />1 <br />