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81. All public streets designated as fire lanes by the Fire Chief shall be maintained in accordance with Articles 9 and 10 of the Uniform Are Code, which permits towing vehicles illegally parked on the fire lanes. Are lane curbs shall be painted red with "No Parking, Fire Lane, Tow Away Zone° or°No Parking, Fire Lane, Tow Away Zone" signs shall be installed as required by the Vehicle Code. 82. In order to provide a minimum fire flow of 60 g.p.m. for 10 minutes in addition to the domestic water demand of 5 g.p.m. to the houses on Lots 4, 5, and 6, the project developer shall provide the following: • A minimum, 2-inch diameter domestic water line lateral from the City water main to the water meter. (The water lines for the other lots shall be sized to meet their fire flow and domestic demands as determined by the City Engineer and the Fire Marshal. • A pressure tank and electric booster pump, which can be located in the garage, on a protected pad outside the home, etc. • A minimum, sustained fire sprinkler system flow of 60 g.p.m. for 10 minutes in addition to the minimum, domestic water demand of 5 g.p.m. • The pressure tank and pump system shall be interconnected to the domestic service so that this combination system is used for both the domestic and fire protection systems. These measures shall be shown on the building permit plan sets for the individual homes and shall be subject to the review and approval by the Chief Building Official and the Fire Marshall before issuance of a building permit. Engineering Requirements: 83. All utilities required to serve any existing or proposed development on-site shall be installed underground. 84. The project developer shall arrange and pay for the geotechnical consultant to inspect and approve all foundation, retaining, and 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 Chief Building Official for review and approval prior to occupancy. 85. The paving sections for the on-site parking and drive areas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Chief Building Official. The minimum paving section shall be two inches of asphalt concrete (A.C.) on a six-inch asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent. For pavement slopes less than one-percent, the surface runoff shall be 17