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EXHIBIT A <br /> "Sewer&Storm Flushing&CCTV Services" <br /> Bid#OSD 2021-603 <br /> defects to be viewed directly.To ensure peak picture quality throughout all conditions encountered during <br /> the survey,a variable intensity control of the camera lights and remote-control adjustments for focus and <br /> iris shall be located at the monitoring station. Focal distance shall be adjustable through a range of from <br /> six inches to infinity.Continuously displayed on the monitors as part of the video presentation and digital <br /> database image capture system shall be the date of the survey, number designation of the upstream and <br /> downstream manholes of the section being surveyed, and a continuous forward and reverse read-out of <br /> the camera distance from the manhole of reference. <br /> 12. At the beginning of each manhole the footage counter shall be set at zero to accurately document <br /> the distance within the sewer/storm line. <br /> 13. A primary goal of this inspection program is to accurately determine the quantity and location of <br /> the building laterals or side sewers and conditions that appear unusual or uncommon to a good sound <br /> sewer. The operating technician shall provide a verbal description and have control of the movement of <br /> the television camera at all times. This may be accomplished by means of remote-control winches or by <br /> telephone or other suitable means of communication between the winches at either end of the manhole <br /> section being surveyed. The travel speed of the camera shall be uniform and shall not exceed 30 feet per <br /> minute or as would result in video that could be comfortably viewed.Any means of propelling the camera <br /> through the sewer/storm that would exceed this rate of speed or produce non-uniform or jerky movements <br /> will not be acceptable.At all times,the operating technician shall be able to move the camera through the <br /> line in either direction without loss of quality in the video presentation on the monitor. At all times, the <br /> picture shall be free of electrical interference and provide a clear,stable image of the resolutions specified. <br /> 14. If during the inspection operation the television camera cannot pass through the entire sewer/storm <br /> section due to an obstruction other than roots or grease, CONTRACTOR shall set up their equipment so <br /> that the inspection can be performed from the opposite manhole (reverse run). If, again, the camera fails <br /> to pass through the entire pipeline section,the inspection shall be considered complete, and no additional <br /> inspection work will be required. The CONTRACTOR will be paid only the amount of lineal footage that <br /> was inspected. <br /> 15. The CONTRACTOR shall provide digital database TV inspection reports, printed TV inspection <br /> reports and MPEG-4 format color video of all work completed. Inspection data must be geo-coded and <br /> referenced so the City can tie back to its GIS system.The City will provide the system mapping data.The <br /> Contractor shall use TV inspection software and data storage system, which is directly compatible with <br /> WinCan Database System, version 8 or, latest version or, equivalent. Additionally, the image capture <br /> system will include provisions for capturing both motion video and audio. In other words, the complete <br /> interface system will allow the operator to record and store short video movies of the sewer/storm defects <br /> and include verbal audio when necessary. The operator(s) shall be Pipeline Assessment Certification <br /> Program <br /> (PACP/MACP)certified.NASSCO PACP/MACP format shall be used to assess the pipeline conditions. <br /> The inspections shall document the following conditions and any other pertinent observations: <br /> a. Cracks- radial and longitudinal, hairline or open. <br /> b. Laterals (identify active or inactive, if possible) - quadrant location, protruding, cracks, roots. <br /> c. Corrosion- iron stains, roughened aggregate, exposed aggregate, exposed rebar, or exposed soil. <br /> d. Offsets/sags - 1-inch, 2-inch, 4-inch, etc. <br /> e. Roots- light, moderate, heavy, or matted roots. <br /> Rate Sheet <br /> Page 3 of 5 <br />