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12-02-11 BPU RPT 03
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12-02-2011 BPU AGENDA
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Of A A E k I a 6 Y 1 1 * F <br /> RIVERSIDE PUBLIC UTILITIES <br /> Board Memorandum <br /> F U R L II C U 7 1 L I T I E S <br /> BOARD OF PUBLIC UTILITIES DATE: December 2, 2011 <br /> ITEM NO: 3 <br /> SUBJECT: MT. VIEW SEISMIC UPGRADE—WORK ORDER NO. 1112103 <br /> ISSUE: <br /> Board of Public Utilities approval is requested for Work Order No.1112103. <br /> RECOMMENDATION: <br /> That the Board of Public Utilities approve Work Order No. 1112103 in the amount of$309,105 for seismic <br /> upgrades at Mt. View Substation. <br /> BACKGROUND: <br /> Mt. View Substation was originally designed and built in the 1960's. The Substation's main overhead <br /> structural assembly is a steel box-type structure consisting of four bays with an overall footprint of 50 feet <br /> wide by 55 feet long. <br /> In general, substation structures are designed to support various pieces of high voltage electrical apparatus <br /> (such as disconnect switches, insulators, bus, cable, lightning arrestors, etc.). During an earthquake,these <br /> substation structures, including their associated foundations and anchor bolts, must withstand seismic <br /> loading while supporting the weight of the electrical equipment that is attached. <br /> Recently,SAIC Energy,Environment& Infrastructure, LLC(SAIC)was retained to conduct a seismic analysis <br /> of the substation structures, including associated foundation and anchor bolts at the Mt. View Substation. <br /> The Board of Public Utilities approved a similar project for seismic upgrades at La Colina and Hunter <br /> Substations on April 1, 2011. As part of the seismic analysis of the Mt.View Substation, SAIC modeled the <br /> main support structures using a structural computer program. The structural computer program was used to <br /> analyze substation structure by simulating ground movement for an earthquake which applied both lateral and <br /> vertical seismic loads to the substation structure,foundations, and anchor bolts. The results of the seismic <br /> analysis concluded that various parts of the substation structure, including associated foundations and <br /> anchor bolts do not meet current seismic standards. <br /> In order for Mt.View Substation to safely withstand seismic events,the structure and foundations for Mt.View <br /> Substation will require some modifications. These seismic upgrades include the replacement of existing <br /> structural beams and the reinforcement of existing foundations. <br /> Based on the results of the seismic analysis by SAIC, staff recommends that the seismic upgrades at Mt. <br /> View Substation be completed. If approved, the work to install the seismic upgrades is expected to be <br /> completed June 2012. Outages to support this work will, if required, be coordinated so as to not affect <br /> service to Utility customers. <br /> FISCAL IMPACT <br /> The total capital expenditure for this project on Work Order No. 1112103 is estimated to be$309,105 which <br /> includes all costs for consultant analysis, design, engineering, rental equipment, materials, construction, <br /> overhead, and contingency. <br /> 1 <br />
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