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CITY OF SAN LEANDRO <br /> APPROVED AND <br /> STAFF REPORT FORWARDED <br /> TO CITY COUNCIL <br /> a s <br /> DATE: May 16, 2011 Stephen L. Hollister <br /> City Manager <br /> TO: Stephen L. Hollister, City Manager <br /> FROM: Uchenna Udemezue, Director <br /> Engineering and Transportati i epartment <br /> 13Y: Kenneth Joseph, City Engineer ` <br /> Engineering and Transportation Departme7 / <br /> SUI3JECT PROJECT /PROJECT DESCRIPTION: <br /> RESOLUTION OF AWARD OF CONSTRUCTION CONTRACT TO ANDES <br /> CONSTRUCTION FOR THE SAN LEANDRO BOULEVARD (SLB) / DAVIS STREET <br /> SEWER CAPACITY IMPROVEMENTS - PHASE 1, PROJECT NO. 10- 593 -52 -247 <br /> SUMMARY AND RECOMMENDATION <br /> This project provides for a new 18 -inch sanitary sewer line on San Leandro Boulevard between <br /> West Juana Avenue and West Estudillo Avenue. <br /> Staff recommends award of the construction contract to Andes Construction in the amount <br /> 5425,010.00 for the subject project. <br /> BACKGROUND <br /> In 1995, the City completed a comprehensive Sanitary Sewer Master Plan that studied the sewer <br /> collection system. The study evaluated the physical condition of the City's sanitary sewer system <br /> and recommended specific projects to correct deficiencies. This project addresses the sewer <br /> lines that connect the area near East 14 Street and West Juana to Davis Street near Orchard <br /> Avenue. This collection of lines currently flow near capacity and will not have sufficient <br /> capacity to support any future increases in population or density. The alignment of the existing <br /> lines also crosses several private properties, including the BART station, making access for <br /> maintenance difficult. <br /> Several solutions to reroute sewer flow were examined based on effectiveness, cost, construction <br /> impacts, and maintenance access. The selected project will include: 1) installing an 18 -inch line <br /> along San Leandro Boulevard between West Juana Avenue and West Estudillo Avenue; and 2) <br /> the addition of four new manholes. A trench averaging 12 feet in depth will be required to align <br /> the pipe with the existing sewer lines and obtain enough slope to allow proper flow. <br />