ORD 1793 - Laserfiche WebLink

49. The project developer shall determine the structural section of existing Happy Val- ley Road. If the existing street section is not adequate for the anticipated traffic demand the street shall be reconstructed, as determined by the City Engineer. If the street section is adequate the street shall be overlayed with a minimum of 11/2 inches of asphalt with fabric. The tentative map shall show these improvements. 50. Street improvement plans for Happy Valley Road shall preserve the existing trees located along the north side of Lot 12 to the satisfaction of the Planning Director. 51. Water lines from the proposed project shall be looped and connected to the water lines located on the municipal golf course. 52. The project developer shall comply with the recommendations of the "Preliminary_ Geotechnical and Geologic Investigation for Lots 109 and 110 -- Happy Valley 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. 53. 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. 54. 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. 55. 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 PUD-99207, TTK Partnership october20, ~99~ Final Conditions of Approval Page 9 off 13