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Bellecci & Associates <br /> June 4,2013 <br /> VIA E-MAIL <br /> Mr.William Harris,ASLA <br /> Principal <br /> Harris Design <br /> Re: Bernal Community Park Phase 2 <br /> Additional Services Request <br /> 1. Bernal Avenue Drainage Channel Options <br /> 2. Oak Woodland Area+Pond Design <br /> 3. Oak Woodland Water Service <br /> 4. Value Engineering Services <br /> 5. Gas Line <br /> Dear Bill, <br /> We are writing to request additional budget for the Bernal Community Park Phase 2 project. Please see below the four <br /> categories of changes to the project design: <br /> 1. Bernal Avenue Drainage Channel Options <br /> Our additional services request is for design services caused by offsite drainage impacts to Bernal Park from <br /> Bernal Avenue drainage channel,which are not included in our original Agreement with the City. The issues <br /> related to the Bernal Avenue drainage channel are summarized in our letter dated January 23,2013. <br /> Current Design Direction from City <br /> In the attached letter Bellecci summarized the drainage conditions and provided various optional services for <br /> handling of the Bernal Avenue drainage channel. Per meetings with City staff in January 2013 we have <br /> received direction for handling the under capacity ditch overflow. Listed below is ou-understanding of the <br /> current design direction requested by the City: <br /> • Provide a earthen berm separating Fields 2&3 from Bernal Avenue drainage channel. <br /> • Using the drainage study dated Sept 25,2006, provide an overflow release channel for Bernal Avenue <br /> drainage channel,which redirects 10-year storm event overflow away from Fields 2&3. <br /> • Overflow ditch will be permitted to discharge to the east,towards the Fairgrounds Ditch which traverses <br /> along the east edge of Bernal Community Park. <br /> • The detailing of the overflow solution will avoid permitting impacts which would delay the project. <br /> Scope of Work for Bellecci <br /> 1. Review calculations from Sept 25, 2006 report to size overflow channel. The calculations for the overflow <br /> channel will be a one-page technical memo; including summary paragraph and calculations for channel <br /> sizing and pipe sizing. <br /> 2. Prepare concept plan for review by City engineering department. Concept plan will be handled as a <br /> package separate from the overall Park Plans. <br /> 3. Add the proposed improvements to the 65%,95%and 100%submittals. Proposed improvements for <br /> overflow diversion channel to the East include:a manhole connections,extensicn pipe,channel alignment <br /> and cross section across the open field to the southeast. <br /> CONCORD PLEASANTON BRENTWOOD <br /> 2290 Diamond Blvd.Suite 100 6601 Koll Center Parkway,Suite 240 181 Sand Creek Road,Ste.H <br /> Concord,CA 94520-5744 Pleasanton,CA 94566-3127 Brentwood,CA 94513-2213 Civil Engineering Land Surveying <br /> Tel.925.685.4569 Tel.925.681.4885 925.681.4881 <br />