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Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue
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Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue
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1/27/2025 4:50:22 PM
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1/21/2025 3:12:07 PM
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City Clerk
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Agenda Packet
Agency
Public Works
Item #
18
Date
1/21/2025
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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: 25-6030 <br />TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD <br />AVENUE <br />Sanitation District (OCSD) where wastewater treatment occurs. The Contractor shall notify <br />the City and identify any by-products produced as a result of the installation operations, <br />test and monitor the levels, and comply with any and all waste discharge requirements. <br />The CIPP Liner Pipe shall be continuous and jointless from manhole to manhole or access <br />point to access point and shall be free of all defects that will affect the long term life and <br />operation of the pipe. The CIPP Liner Pipe shall fit sufficiently tight within the existing <br />pipe so as to not leak at the manholes, at the service connections or through the wall of the <br />installed pipe. If leakage occurs at the manholes or the service connections the Contractor <br />shall seal these areas to stop all leakage using a material compatible with the CIPP Liner <br />Pipe as directed by the City. If leakage occurs through the wall of the pipe the liner shall <br />be repaired or removed at the Contractor's expense. <br />All materials, shipped to the project site, shall be accompanied by test reports certifying <br />that the material conforms to the ASTM standards listed herein. Materials shall be shipped, <br />stored, and handled in a manner consistent with written recommendations of the CIPP <br />system manufacturer to avoid damage. Damage includes, but is not limited to, gouging, <br />abrasion, flattening, cutting, puncturing, or ultra -violet (UV) degradation. All damaged <br />materials shall be promptly removed from the project site at the Contractor's expense and <br />disposed of in accordance with all current applicable regulations. <br />The fabric tube shall consist of one or more layers of absorbent non -woven felt fabric, <br />felt/fiberglass or fiberglass and meet the requirements of ASTM F 1216, ASTM F 1743, <br />ASTM D 5813 & ASTM F2019. The fabric tube shall be capable of absorbing and carrying <br />resins, constructed to withstand installation pressures and curing temperatures and have <br />sufficient strength to bridge missing pipe segments, and stretch to fit irregular pipe sections. <br />The contractor shall submit certified information from the felt manufacturer on the nominal <br />void volume in the felt fabric that will be filled with resin. <br />The wet -out fabric tube shall have a uniform thickness and excess resin distribution that, <br />when compressed at installation pressures, will meet or exceed the design thickness after <br />curing. <br />The wall color of the interior pipe surface of CIPP after installation shall be a light, <br />reflective color so that a clear detailed examination with closed circuit television inspection <br />equipment may be made. The hue of the color shall be dark enough to distinguish a contrast <br />between the fully resin saturated felt fabric and dry or resin lean areas. <br />The outside of the fabric tube shall be marked every 5 feet with the name of the <br />manufacturer or CIPP system, manufacturing lot and production footage. <br />The resin shall be a corrosion resistant polyester or vinyl ester resin and catalyst system <br />that when properly cured within the tube composite meets the requirements of ASTM <br />F 1216, ASTM F 1743 or F2019, the physical properties herein, and those, which are to be <br />utilized in the design of the CIPP for this project. The resin shall produce CIPP which will <br />112 <br />
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