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19. That the owner/developer dedicate the requisite <br /> right-of-way, grant the requisite easements, and <br /> construct the requisite public improvements along <br /> Foothill Road to provide for at least one clear, <br /> through, traffic lane in each direction, a <br /> right-turn deceleration lane, and a left-turn lane <br /> protected by traffic islands. These improvements <br /> are the minimum requirements to provide safe and <br /> efficient ingress and egress for this development. <br /> <br /> These interim public improvements shall be designed <br /> and constructed to the satisfaction of the City <br /> Engineer. A preliminary design for these <br /> improvements is on file in the office of the City <br /> Engineer. <br /> <br />20. The owner/developer shall also provide a <br /> thirty-foot (30') wide + reserve along the Foothill <br /> Road frontage of the development for the future <br /> widening of Foothill Road. <br /> <br />21. The location of the intersection of the private <br /> access drive (Puri Court) with Foothill Road shall <br /> be determined during final design. <br /> <br />22. The subsequent improvement for this development <br /> shall include a lot specific grading and drainage <br /> plan which shall be made available to lot <br /> purchasers <br /> <br />23. The private access drive as proposed would provide <br /> for one ten foot (10') wide lane in each direction <br /> and would be signed for "no parking." The <br /> owner/developer shall widen the access drive to <br /> provide for parking, or shall construct parking <br /> bays along the access drive, or make provisions for <br /> including off-street guest parking on each lot. <br /> <br />24. That the paving sections for the on-site parking <br /> and drive areas be designed on the basis of an <br /> R-Value test and a traffic index to carry the <br /> anticipated traffic loads. This design shall be <br /> subject to the approval of the City Engineer. The <br /> minimum paving section shall be 2" A.C. on 6" of <br /> A.B. The minimum A.C. pavement slope shall be 1%. <br /> For pavement slopes of less than 1% the surface <br /> runoff shall be carried in a concrete gutter to an <br /> acceptable point of discharge. The minimum slope <br /> for concrete gutter shall be 0.5%. <br /> <br /> <br />