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15 ATTACHMENTS
City of Pleasanton
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CITY CLERK
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2010
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060110
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15 ATTACHMENTS
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5/26/2010 5:25:48 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
6/1/2010
DESTRUCT DATE
15 Y
DOCUMENT NO
15 ATTACHMENTS
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e. The existing private street and the emergency vehicle access within the building <br />envelopes shall be designed with turning radii that conform to City standards where <br />it is connected to the private road. <br />f. Emergency vehicle turnarounds shall be provided at every lot. The turnarounds <br />can be provided as part of the driveway aprons for these lots. A single turnaround <br />can be provided with the overall road layout in lieu of the separate turnarounds. <br />These items will be shown on the preliminary improvement plans submitted with the <br />parcel map application and /or with the individual building designs for these lots. <br />74. Except for the private driveway aprons, all public and private roads /driveways shall be <br />designed to carry a minimum H -20 road load rating under all weather conditions. <br />75. The private street, if designated a fire lane by the Fire Marshall, shall be maintained in <br />accordance with Chapter 5 of the 2007 California Fire Code, which permits towing <br />vehicles illegally parked on the fire lanes. Fire lane curbs shall be painted red with "No <br />Parking, Fire Lane, Tow Away Zone" or "No Parking, Fire Lane, Tow Away Zone" signs <br />shall be installed as required by the Vehicle Code. <br />76. The "Fuel Management Plan for the Yee Parcel, Planned Unit Development, 4100 <br />Foothill Road, Pleasanton, California shall delete references to vineyards. <br />Geotechnical Requirements and Mitigations <br />77. To mitigate the potential effects of seismically induced ground shaking at the project site, <br />the design and construction of all structures on the lots covered by this approval shall <br />conform to the current standards defined in the most recently adopted California Building <br />Code and shall implement the recommendations of the preliminary geotechnical <br />investigation report and the design -level geotechnical report to be submitted with the <br />improvement plans. This statement shall appear in the residential design guidelines. <br />78. The applicant shall arrange and pay for a geotechnical engineer to inspect and approve <br />all subdivision improvements including, but not limited to, retaining walls, drainage <br />improvements, NPDES measures, geotechnical mitigations, etc., during construction to <br />ensure that the recommendations have been properly incorporated into the <br />development. The geotechnical engineer shall be on -site to monitor all grading and <br />excavation operations. The results of the inspections and the as -built conditions of the <br />project shall be inspected and certified in writing by the geotechnical engineer for <br />conformance to the approved plans and geotechnical report and shall be submitted to <br />the City Engineer for review and approval prior to the issuance of the first building permit <br />for a home. <br />79. The lot owner /contractor for each home site shall arrange and pay for a geotechnical <br />engineer to inspect and approve all building site improvements including, but not limited <br />to, foundations, retaining walls, drainage improvements, NPDES measures to the extent <br />practical, geotechnical mitigations, etc., during construction to ensure that the <br />recommendations have been properly incorporated into the development. The <br />geotechnical engineer or his /her designee shall be on call and shall monitor grading, <br />excavation, and home construction operations. The results of the inspections and the <br />as -built conditions of the project shall be inspected and certified in writing by the <br />geotechnical consultant for conformance to the approved plans and geotechnical report <br />19 <br />
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