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16. <br /> <br />The developer shall dedicate to the City for street right-of-way purposes that portion <br />of land necessary for the improvement of Foothill Road, essentially as described <br />above. <br /> <br />17. <br /> <br />Prior to approval of the Final Map, the developer shall indicate that proper line of <br />sight is possible from the new exit driveway, subject to the review and approval of <br />the City Engineer. The City Engineer shall determine whether portions of the <br />existing fenceline need to be relocated and if vegetation needs to be removed. Should <br />existing vegetation need to be removed, the developer shall submit a planting plan to <br />replace the removed vegetation, subject to the review and approval of the Planning <br />Director. <br /> <br />18. <br /> <br />The existing roadway section of the proposed "AM street shall be sampled by the <br />project soils engineer to determine the minimum asphalt overlay. In no case shall the <br />minimum overlay be less than 2 inches. <br /> <br />19. <br /> <br />Unless otherwise approved by the City Engineer and Fire Marshall, the face of curb <br />radius of the bulb portion of the cul-de-sac shall be 45 feet. <br /> <br />20. <br /> <br />No driveway access shall be permitted to Foothill Road. The Final Map shall <br />indicate this condition, and it shall be recorded on the deed of each lot with frontage <br />on Foothill Road. <br /> <br />21. <br /> <br />No private driveways may be gated or locked in any fashion to preclude emergency <br />access. <br /> <br />22. <br /> <br />Unless otherwise approved by the Fire Marshall, all Emergency Vehicle Access <br />Easements (EVA) shall consist of a 16 foot wide paved roadway with 2 feet of "grass- <br />crete", "turf-block" or similar hard surface on both sides of the pavement. <br /> <br />23. <br /> <br />There shall be a 12 foot wide paved roadway between "B" Street and 'C" Street, and <br />between "B" Street and the storm drain inlet located at the rear of Lots 25 and 26. <br /> <br />Utilities (Water, Sewer and Storm Drain) <br /> <br />24. <br /> <br />The design of the water system shall insure that, on an average day, the water <br />pressure would not fall below 40 psi; at the peak hour the pressure would not fall <br />below 30 psi; and with fire flow, the pressure would not fall below 20 psi. All <br />measurements shall be made at the meter. A hydraulic analysis that models the water <br />system shall be submitted for review and approval by the City Engineer with the <br />submittal of the improvement plans. <br /> <br />25. All sanitary sewers and laterals shall be designed to flow by gravity. <br /> <br />B-4 <br /> <br /> <br />