PC 90-116 - Laserfiche WebLink

8:1. 22. The retaining walls along the Equus Court cul-de-sac and along the common driveway for Lots 4, 5, and 6 shall be constructed of a keystone retaining wall system with a sculpted rock texture face. The final design of these walls shall be subject to the approval of the Planning Director prior to the recordation of the final map. 23. The wildfire management program shall include the establishment of a firebreak along the western boundary of the project site subject to approval by the Fire Marshal. 24. The applicant shall utilize a wood rail or wrought iron fence along Foothill Road and the private streets where shown on the attached plan. The final design of this fencing shall be subject to the review of the Design Review Board with final approval by the Planning Director. 25. The recommendations of the Final Tree Report shall be followed in the preparation of the final improvement plans. The developer shall make every reasonable effort to transplant small caliper trees marked for removal for use in the proposed Foothill Road landscape plan. 26. The typical section for the private street shall be revised to show the Public Service Easement extending across the roadway. 27. The location of the joint trench along the street shall be coordinated with the landscape plans. 28. There shall be access easement provided from the private street or driveway to all storm drain culvert inlets. 29. The common driveway serving lots 4, 5 and 6 shall be redesigned to the satisfaction of the City Engineer to reduce the street cross slope where the driveway intersects Equus Court. 30. The common driveway to lots 7, 8 and 9 shall have an asphalt dike along the outer edge. The location of the sanitary sewer and water main in this driveway shall be reversed. 31. The existing gravel road that runs behind lots 4, 5, 6, 15, 16 and 17 shall be 12 foot wide (minimum), designed for H-20 loading and shall be paved unless otherwise approved by the City Engineer. 32. The existing gravel road between lots 17 and 18 shall be obliterated and a new 12 foot wide (minimum) road built over the proposed sanitary sewer located below lots 17 and 18. Unless otherwise approved by City Engineer this road shall be designed for H-20 loading and be paved.