PC 2006-45 - Laserfiche WebLink

10. The following changes 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: a. The typical street section for the public street/cal-de-sac accessing Lots 1 through 8 shall include an 8-foot wide Public Service Easement (PSE) measured from the back of curb. Unless otherwise approved by the City Engineer, the first 5 feet of the easement shall be graded at 2.0% towards the street. b. The water, storm drain system, and gravity sanitary sewer mains shall be public and maintained by the City. There shall be individual sanitary sewer and water laterals to each dwelling unit. The gravity sanitary sewer lateral shall have atwo-way cleanout located at the back of curb. All water services shall be 2-inches unless otherwise approved by the City Engineer. c. The width of the court/street between Foothill Road and the Old Foothill Road shall be increased to allow sufficient width for two, 12-foot wide exit lanes and a 16-foot wide entrance lane. d. Old Foothill Road. The project developer shall: Construct an earth swale along the westerly edge of pavement to capture surface drainage along the roadway. Unless otherwise required by the City Engineer based upon further information from P.G. & E., the project developer shall tmderground the overhead utility lines along Old Foothill Road as determined to the satisfaction of the City Enginer. Improvements to Old Foothill Road shall include a slurry seal or overlay as determined by the City Engineer, if any. If an overlay, apro-rata cost sharing shall be established between the project developer and the City. e. Foothill Road The project developer shall: • Construct the new street tie-in to Foothill Road as shown on the plans (except as modified above). • Re-stripe the median striping to create a left turn pocket into the development. • Shorten the existing raised median north of the proposed entrance street/court as determine by the City Engineer to allow for a smooth transition while exiting the proposed street/court. • Construct a de-acceleration lane for vehicles traveling southbound and taming into the site. The de-acceleration lane can be combined with the existing bike lane on the street. The City Engineer shall determine the exact length and width of the de-acceleration lane.