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site. All salvaged materials are to be delivered to the San Leandro Public Works Department by <br />the contractor. Refer to section 2.6.2 for more information regarding the sewage lift station. <br />Telecommunications <br />Telecommunications service to the project site is currently provided by Comcast. Services are <br />provided at various facilities shown on the Site Map in Appendix A, including Harbor Master’s <br />office, floating docks, and finger piers. The materials and sizes of the conduits and conductors vary <br />and are subject to field investigation before removal. <br />The telecommunications distribution system below the floating docks provides services to the <br />approximately four hundred (400) individual service points at the head of each slip. The entire <br />telecommunications network, including service terminals, conduits, conductors, junction boxes and <br />related appurtenances on the floating docks shall be removed. On the landside, the conduits and <br />conductors shall be removed to a point five (5) feet inside the top of bank, or to the closest on- <br />shore junction box, or whichever is nearest. <br />Weather Stations <br />One (1) of the restroom buildings contains a weather station owned by Alameda County. The <br />weather station is to be removed and reinstalled at a location determined by Alameda County. <br />Fire Suppression Systems <br />The floating docks and finger piers contain approximately fifty (50) hydrants, extinguishers, and <br />hose cabinets as depicted in the example photos included in Appendix G. All hydrants, <br />extinguishers, hoses, and hose cabinets are to be removed and salvaged. All salvaged materials <br />shall be delivered to the City of San Leandro by the contractor. <br />Noise Monitor <br />One (1) of the restroom buildings contains a noise monitor owned by Oakland Airport. The noise <br />monitor is to be removed and reinstalled at a location determined by the Oakland Airport. <br />2.7 Rock Slope Protection <br />Current Rock Slope Protection (RSP) at the project site is primarily composed of layered riprap <br />rock of various sizes on the harbor basin slopes. Visual inspection suggests most riprap is in <br />acceptable condition. Restoration of existing RSP is expected following the decommissioning of <br />the marina due to disturbance of existing RSP. Additional restoration, via import of new riprap, will <br />be necessary in the voids left by removal of structures, those being the pile-supported restrooms, <br />Blue Dolphin platform, Harbor Master’s office, pile-supported deck, and elevated gangways at the <br />locations where the floating docks connect to shore. <br />Damaged and/or disturbed RSP during the decommissioning of the site should be removed from <br />the site. The contractor should provide new RSP riprap at these locations as well as at void areas. <br />Each new layer of the new RSP at the Site should match in size, thickness, slope, and appearance <br />with the existing RSP and in accordance with Section 72 of the Caltrans Standard Specifications. <br />24