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TYLIN NITERNATIONAL <br /> July 11, 2011 <br /> Mr. Joshua Pack <br /> Senior Transportation Engineer <br /> City of Pleasanton <br /> Community Development Department <br /> Traffic Division <br /> 200 Old Bernal Avenue <br /> Pleasanton, CA 94566 <br /> Subject: 1-580 / Foothill Interchange Improvement Project <br /> Amendment 1 Request— Retaining Wall Design, Additional ADL Testing, <br /> Traffic Analysis, and NES Report <br /> Pleasanton PSA: 10-663C <br /> TYLI Project Number: 320126.1T <br /> Dear Mr. Pack: <br /> This letter is our formal request for a contract amendment to cover the cost of designing a <br /> retaining wall on piles along the westbound Foothill off ramp, performing additional traffic <br /> forecasting as required by Caltrans, and preparation of an updated NES as required by <br /> Caltrans. <br /> Retaining Wall Design <br /> The 1-580 / Foothill Interchange Improvement Project includes filling a portion of the drainage <br /> channel along the westbound Foothill off ramp adjacent to the hotel parking lot and constructing <br /> a standard Caltrans retaining wall with spread footing. <br /> Our original scope of work and project fee includes the preparation of a retaining wall layout <br /> plan and elevation for this wall. We assumed that we would need to prepare a retaining wall <br /> plan showing the horizontal alignment (layout) and elevation for the retaining wall along the <br /> eastbound off ramp. This plan would indicate that the retaining wall was to be built using a <br /> Caltrans standard plan sheet retaining wall design (a Type 1 retaining wall with spread footing). <br /> The geotechnical investigation and report for the 1-580 / Foothill Interchange Project has been <br /> complete. The findings from the investigation indicate that due to the poor soils and high <br /> groundwater a standard Caltrans Type 1 retaining wall with spread footing cannot be used for <br /> the area along the westbound Foothill off ramp adjacent to the hotel parking lot. <br />