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SPECIAL CONDITIONS OF APPROVAL <br /> Engineering <br /> 97. The project applicant/developer shall install a minimum five-foot wide separated concrete <br /> sidewalk along the Valley Avenue frontage from the project's shared access driveway with <br /> the Pleasanton Gateway shopping center to the traffic circle below the southernmost <br /> project boundary line. The planter strip between the back of curb and face of sidewalk <br /> shall be a minimum of five feet. If the project applicant/developer installs a City standard <br /> sidewalk along the project frontage and dedicates an easement for the maintenance of the <br /> sidewalk, the City will accept the sidewalk for maintenance, however it the sidewalk is not <br /> in conformance with City standard the sidewalk shall be privately maintained by the <br /> project maintenance association. All landscaping and irrigation lines within the planter <br /> strip shall be maintained by the homeowners association. <br /> 98. The project developer shall include erosion control measures, prepared and signed by the <br /> Qualified Storm Water Pollution Prevention Plan Developer (QSD), on the final grading <br /> plan, subject to the review of the City Engineer. This erosion control measures shall be as <br /> required by the state's Construction General Permit. The project developer is responsible <br /> For ensuring that the contractor is aware of such measures. All cut and fill slopes shall be <br /> re-vegetated and stabilized as soon as possible after completion of grading, in no case <br /> later than October 15. No grading shall occur between October 15 and April 15 unless <br /> approved erosion control measures are in place, subject to the approval of the project <br /> QSD and the City Engineer. Such measures shall be maintained until such time as a <br /> permanent landscaping is in place, site is stabilized and Notice of Completion (NOC) has <br /> been filed with the State Regional Water Board and/or accepted by City. <br /> 99. The project applicant/developer shall install trash capture devices within the project's <br /> storm drain inlets or storm drain piping to capture trash within the development. These <br /> devices shall trap particles of 5mm or greater and have treatment capacity not less than <br /> the peak storm from a one year, one hour" event within the drainage area. The project <br /> applicant's or developer's engineer shall submit calculations and product submittals to the <br /> City Engineer for review and approval prior to the issuance of a grading or building permit, <br /> whichever is sooner. <br /> 100. A detailed grading and drainage plan prepared by a licensed Civil Engineer including all <br /> supporting information and design criteria, storm drain treatment calculations, and hydro- <br /> modification worksheets, etc., shall be submitted with the improvement plans to the <br /> satisfaction of the Coty Engineer. The calculations shall demonstrate to the satisfaction of <br /> the City Engineer that there is sufficient capacity within the existing Central Detention <br /> Pond on the Bernal Property to allow for both hydro-modification and storm water <br /> treatment for existing residential developments, both existing and future development of <br /> Bernal Parks, the Pleasanton Gateway shopping center development, and the subject <br /> residential development. Prior to the first plan check, the project applicant/developer's <br /> engineer shall submit the storm drain drawings and hydro-modification calculations to the <br /> City Engineer for review. The hydro-modification calculations shall be peer reviewed by <br /> the City's consultant, with the peer review costs paid for by the project applicant/ <br /> developer subject to the peer review procedures established by the City Engineer. <br /> 101. Based upon the storm drainage analysis required in the condition above, subject to the <br /> review and approval by the City Engineer, the project applicant/developer shall be <br /> responsible for making any modification to the existing detention pond for any additional <br /> Page 18 <br />