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• Construct a deceleration lane for vehicles traveling southbound and turning into the site. The deceleration lane can be combined with the existing bike lane on the street. The City Engineer shall determine the exact length and width of the deceleration lane. 12. The project developer shall provide individual booster pumps on the domestic water service to Lots 4, 5 and 6, located above the 400-foot elevation. The proposed location of these pumps shall be shown on the tentative subdivision map to the satisfaction of the City Engineer and shall be subject to review/approval by the Planning Commission. 15. Lot 7 shall be accessed through the shared access driveway over Lot 6. After the subdivision improvements are completed, the project developer shall eliminate the driveway access from Lot 7 onto Old Foothill Road. This statement shall appear on the face of the Tentative Subdivision Map. 18. Unless otherwise approved by the City Engineer, all fill and cut slopes shall be graded at a 3:1 (horizontal:vertical) slope. There shall be a minimum, 2-foot wide "overbuild" area between the lot line(s) and the slope's hinge point. This change shall be shown on the tentative subdivision map and/or grading plan to the satisfaction of the City Engineer and shall be subject to review/approval by the Planning Commission. 19. The project developer shall comply with the recommendations of the foilowing geotechnical reports: • "Landslide Investigation, Austin Property, Foothill Road, Pleasanton, California", prepared for Austin and Briggs Investments by Berlogar Geotechnical Consultants, dated July 18, 2002. • "Supplemental Landslide Investigation, Austin Property, Foothill Road, Pleasanton, California", prepared for Austin and Briggs Investments by Berlogar Geotechnical Consultants, dated September 24, 2003. • "Geologic/Geotechnic Investigation, Proposed Eight-Lot Meadowlark Development, Foothill Road, Pleasanton, California", prepared for Austin and Briggs Investments by Berlogar Geotechnical Consultants, dated May 25, 2006. • "Laboratory Corrosivity Tests, Proposed Eight-Lot Meadowlark Property, Austin Property, Pleasanton, California", prepared for Charles Austin by Berlogar Geotechnical Consultants, dated June 15, 2006. • The peer-review comment letters from Dale Marcum of Cotton, Shires & Associates to Marion Pavan dated July 12, 2006. The project developer shall implement Comment lb of the Cotton/Shires letter— provide an analysis of storm drainage impacts to the proposed building pads— with the tentative subdivision map application. 3