PC-99-45 - Laserfiche WebLink

Road. Pleasanton. California" report prepared by Lowney Associates dated Sep- tember 23, 1998, and with the recommendations specified in the letter from Ber- logar Geotechnical Consultants (Raymond P. Skinner, Principal Geologist), dated June 25, 1999. The project developer's geotechnical consultant shall review and approve all foundation, retaining wall, and drainage geotechnical aspects of the fi- nal development plans to ensure that the recommendations have been properly in- corporated into the development. The consultant shall certifY by writing on the plans or as otherwise acceptable to the Director of Building Inspection that the fi- nal development plan is in conformance with the geotechnical report approved with the project. 51. The project developer shall arrange and pay for the geotechnical consultant to in- spect 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 confor- mance to the approved plans and geotechnical report and submitted to the City En- gineer and Director of Building Inspection for review and approval prior to occupancy. 52. The proposed slope bank shown along the south side of Lot 9 shall be modified to catch and divert stormwater to the municipal golf course. This change shall be shown on the tentative map. 53. Property lines shall be located a minimum of two feet (2' 0") from the uphill side of the top of bank. Implementing this requirement may involve modification of the lot lines shown on the development plan as required by the Planning Director and the City Engineer. 54. The project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and on-site drainage control meas- ures, including concrete-lined V-ditches, to protect all cut and fill slopes from sur- face water overflow. This plan shall be subject to the review and approval of the City Engineer and/or the Director of Building Inspection prior to the issuance of any building permits. 55. The project developer shall submit a refundable cash bond for hazard and erosion control prior to issuance of an Engineering or Building Department permit. The amount of this bond will be determined by the City Engineer. PUD-99,07. Final Conditions of Approval Per Planning Commission August 12. 1999 Page 9 of 13