PC 2001-17 - Laserfiche WebLink

Resolution No. PC-01-17 Page 13 b. No equipment shall be operated or stored within the dripline of any tree. c. No trenching for utilities or irrigation shall take place within the driplines of existing trees without prior approval by the Planning Director. d. Temporary chain link fencing shall be installed around the existing trees surrotmding the building pads. No equipment may be operated within or beneath the driplines of these trees, and no equipment or temporary structures shall be placed within or beneath the driplines of these trees. Fencing shall remain in place until completion of construction; removal of such fencing prior to that time may result in a "stop work" order. e. No oil, gasoline, chemicals, or other harmful materials shall be deposited or disposed within the dripline of the trees or in drainage channels, swales, or areas that may lead to the dripline. f. No stockpiling/storage of fill, etc., shall take place underneath or within 5' of the dripline of the existing trees. Failure to comply with any of these requirements may result in a "stop-work" order. Geotechnical 39. The developer shall comply with the recommendations of the geotechnical reports/letters prepared by Henry Justiniano & Associates entitled "Geotechnical Investigation Proposed Single-Family Residence, 4130 Foothill Road, Pleasanton, California" dated June 2000, "Addendum to Geotechnical Investigation Reports Proposed Single-Family Residence, 4134 Foothill Road, Pleasanton, California" dated June 23, 2000, and "Response to Geotechnical Peer Review by ENGEO, Inc." dated January 10, 2001. The developer's geotechnical consultant shall review and approve all foundation, retaining wall, drainage, and geotechnical aspects of the final development plans to ensure that the recommendations have been properly incorporated into the development. The consultant shall certify by writing on the plans or as otherwise acceptable to the Director of Building Inspection that the final development plan is in conformance with the geotechnical report approved with the project. 40. The developer shall arrange and pay for the geotechnical consultant to inspect and approve all foundation, retaining wall, and drainage geotechnical aspects of project construction. The consultant shall be present on site during grading and excavation operations. The results of the inspections and the as-built conditions of the project shall be certified in writing by the geotechnical consultant for conformance to the approved plans and geotechnical report and submitted to the City Engineer and Director of Building Inspection for review and approval prior to occupancy.