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Special Conditions for Right -of -Way Permit <br />Page 4 <br />a. In a manner approved by the County Public Works Director or his designee, the contractor shall <br />provide constant support of the traffic signal pole to prevent movement during excavation and <br />backfill operations. <br />b. Compaction around the excavation site to a 98% density, bringing the backfill up in 1 foot lifts. <br />c. Density reports from a licensed testing company provided to the County Public Works <br />Director. <br />d. Restore the traffic signal and all support equipment to original condition or better. <br />2. There shall be no pavement cuts made within 500 feet of a signal or flashing beacon without <br />contacting Indian River County Traffic Engineering Division at (772-226-1547), 72 hours prior to <br />construction. <br />3. Any traffic signal, loop sensors, conduit, interconnect cable, or any support equipment damaged by a <br />contractor shall be repaired at the contractors expense. <br />4. Any contractor that works at or in the vicinity of a signalized intersection shall have full responsibility <br />for any liability incurred by causing damage to signal equipment that results in the failure of the traffic <br />signal functions. If such a failure occurs, the contractor shall notify the police and the Traffic <br />Engineering Division immediately at (772-226-1547). <br />Once the proper notification and locate procedures are satisfied, the contractor working in or near signalized <br />intersections or around traffic .signal poles, signal cabinets, or flashing beacons shall be advised of the <br />following regulations: <br />5. No excavation shall be performed within a 15 foot radius of any traffic signal pole. If excavation is <br />necessary within a 15 foot radius, it will be the contractors responsibility to provide the following: <br />a. In a manner approved by the County Public Works Director or his designee, the contractor shall <br />provide constant support of the traffic signal pole to prevent movement during excavation and <br />backfill operations. <br />b. Compaction around the excavation site to a 98% density, bringing the backfill up in 1 foot lifts. <br />c. Density reports from a licensed testing company provided to the County Public Works <br />Director. <br />d. Restore the traffic signal and all support equipment to original condition or better. <br />C:\Users\mnixon\AppData\Local\Micaosoft\Windows\Temporary Internet Files\ContentOutlook\P4WN208S\IRC TRAFFIC ENGINEERING <br />SPECIALCONDITIONS FOR RIGHT.doc 9/23/2015 <br />