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The proposed pad elevations range from 446 feet to 594 feet.According to the City's Water Distribution System Master Plan Update (November 2004),the water pressure at all building pads must be 40 psi or more during peak hour demand.Additionally the fire marshal has stated that the fire hydrant flow for the Project must be 1,500 gallons per minute. It is currently believed that the Project will be served by the Dublin Canyon water pressure zone and the Moller 770 water pressure zone. For the CEQA review, Ninyo & Moore will review the applicant's evaluation of water supply and distribution and associated recommendations for system improvements. FCS will evaluate impacts on public service and utility providers and evaluate the proposed project's impacts in terms of the need to construct new or expanded existing facilities, acquire additional supplies, generate effluent that exceeds the permitted capacity, etc. FCS will use information provided by the applicant about proposed utility demands and facilities. For other areas, FCS information provided by the City of Pleasanton and service/utility providers about service levels,the adequacy of existing infrastructure, and similar topics. WRECO will review the Project plans for the water main and sanitary sewer systems being prepared by the applicant.The review will be to check for conformance to regulatory requirements and City standards. Transportation As noted in the RFP,TJKM,will prepare a traffic impact analysis for use in preparing the EIR.Accordingly, FCS will summarize the analysis and will include any recommendations as mitigation measures.The following activities are proposed by TJKM: 1. Existing conditions a. Conduct field review of traffic conditions and field conditions b. Obtain a.m. and p.m. peak hour counts at study intersections • Dublin Canyon Road at Schaefer Ranch Road • Dublin Canyon Road at Canyon Creek/East Project access • Dublin Canyon Road at Canyon Meadows entrance • Dublin Canyon Road at Foothill Road • Foothill Road at 1-580 EB ramps • Foothill Road at 1-580 WB ramps • Foothill Road at Stoneridge Drive • Stoneridge Drive at Stoneridge Mall Road • Stoneridge Drive at 1-680 SB ramps • Stoneridge Drive at 1-680 NB ramps c. Obtain 24 hour counts on Dublin Canyon Road near project site d. Calculate existing a.m. and p.m. level of service at study intersections e. Evaluate collision history on Dublin Canyon Road near project site 2. Project conditions a. Determine trip generation for both residential and EBRP staging areas b. Determine trip distribution and assignment for project traffic c. Calculate intersection LOS conditions for the following scenarios NORTH AMERICA I FORCIPE I AFRICA I AUSTRALIA i ASIA FIRSTCARBONSOLUTIONS.COM