ORD 1947 - Laserfiche WebLink

7. The three dwelling units shall be equipped with automatic fire suppression systems (sprinklers). The systems shall be subject to the review and approval of the Fire Department. 8. The applicant shall install at least one fire hydrant on the project site. The number, type, and location of fire hydrants shall be subject to the approval of the Fire Chief and the City Engineer. 9. The front property line of Lot 3 shall be the southern back of curb of Clara Lane. The exact location of the property line shall be subject to the review and approval of the City Engineer, prior to the recordation of the parcel map. 10. A sidewalk shall not be installed on the southern side of Clara Lane. 11. Lot 1 (above the 536 foot elevation) shall be required to have individual booster pump water service. The proposed location of the pump shall be subject to the review and approval of the City Engineer and the Planning Director, and shall be substantially screened with landscaping if located outside. 12. The applicant shall comply with the recommendations of the geotechnical report prepared by Korbmacher Engineering, "Received May 18, 2006" and the recommendations of the peer review consultant, Alan Kropp and Associates, "Received September 29, 2006". Where the recommendations of Korbmacher Engineering and Alan Kropp and Associates conflict, the recommendations of Alan Kropp shall be followed, unless otherwise approved by the City Engineer. Additional geotechnical reviews and reporting may be required by the City Engineer prior to the recordation of the parcel map. The applicant's geotechnical engineer shall respond to the peer reviewer's comments in writing prior to tentative parcel map approval. The applicant's geotechnical consultant or the peer review consultant Alan Kropp and Associates, as determined by the City Engineer, shall review and approve all grading, foundations, retaining walls, and drainage aspects of the final development plans to ensure that the recommendations have been properly incorporated into the development. The applicant's geotechnical consultant shall be present on site during grading and excavation operations. The results of the inspections and the as built conditions (and daily diary entries on a bi-weekly bases) of the project shall be certified in writing by the geotechnical consultant for conformance to the approved plans and final geotechnical report and submitted to the City Engineer and the Chief Building Official for review and approval prior to occupancy. 13. To the extent feasible, the house pad on Lot 2 and Lot 3 shall be lowered and the grade of the western slope shall be 3:1. Three retaining walls on Lot 2, one by the southern property line, one by the top of the western slope, and one near the bottom of the slope may be used to accomplish this. The retaining walls shall be no more than 4 feet in height. The grading of the entire site and the design and 5