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W A T E R I E N E R G Y I l I E E <br /> RIVERSIDE PUBLIC UTILITIES <br /> Board Memorandum <br /> P U B L I C U T T I I T T F $ <br /> BOARD OF PUBLIC UTILITIES DATE: July 16, 2010 <br /> ITEM NO: 19 <br /> SUBJECT: CONSTRUCTION OF THE TWELFTH STREET WATER DISTRIBUTION MAIN <br /> REPLACEMENT PROJECT— PHASE II, WORK ORDER NO. 1013088 <br /> ISSUE: <br /> Consideration of the capital expenditure in the amount of$1,294,000 to construct the Twelfth Street Water <br /> Distribution Main Replacement Project—Phase II as part of the ongoing Small Main Replacement Program. <br /> RECOMMENDATION: <br /> That the Board of Public Utilities approve the capital expenditure in the amount of$1,294,000 for Work Order <br /> No. 1013088, which includes design and construction costs for the Twelfth Street Water Distribution Main <br /> Replacement Project— Phase 11. <br /> BACKGROUND: <br /> The work will be constructed by the City field forces and is part of the Riverside Public Utilities Department's <br /> (RPU)ongoing water main replacement program to replace aging and undersized water mains and improve <br /> fire protection. In particular,the four-inch and six-inch pipelines that are to be replaced as part of this project <br /> have been identified as undersized and do not meet modern fire flow requirements. The work will generally <br /> entail the construction of approximately 5,630 linear feet of eight-inch and 12-inch ductile iron pipe, twenty- <br /> two regular fire hydrants, one hundred eight domestic water services, as well as all other related fittings and <br /> appurtenances. The project area includes Eleventh Street from Redwood Drive to Cedar Street, Twelfth <br /> Street from Redwood Drive to Brockton Ave, Pine Street from Thirteenth Street to Eleventh Street, Locust <br /> Street from Thirteenth Street to Tenth Street and Tenth Street from Brockton Street to Locust Street, more <br /> specifically described on the attached project site map. <br /> Basis of Design <br /> The project adheres to RPU's adopted design criteria for network pipelines, which specifies a maximum <br /> design velocity of six feet per second at peak hour demands (Ref. 2005 Water Master Plan, Table 7-1). A <br /> 24-hour simulation was performed using H2O Map software and the Hydraulic Model produced with the 2005 <br /> Water Master Plan. Average Day, Maximum Day and Peak Hour demands for existing and future scenarios <br /> were simulated and run through the network in order to arrive at the appropriate pipeline diameters for the <br /> project. <br /> The water pipelines for this project were engineered for ductile iron pipe, as this is RPU's standard design <br /> practice for potable water distribution pipelines sized 12-inches in diameter or smaller. <br /> On February 5, 2010, the Board approved the expenditure of$120,000 for the design and construction of <br /> 336 linear feet of 12-inch water main in this same area. This was due to Public Works Department lowering <br /> of the intersection of Locust Street and Tenth Street. Since the lowering of the intersection was on a fast <br /> track schedule by the Public Works Department,the construction work at the intersection was set as Phase 1. <br /> Staff will also have the Purchasing Service Manager advertise for the permanent asphalt concrete (ac) <br /> paving through the formal bid process. Once bids are opened, staff will come to the Board at a later date to <br /> award the paving portion of the Twelfth Street Water Distribution Main Replacement Project— Phase 11. <br />