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accordance with the City of Pleasanton Private Development Design Guidelines <br /> adopted April 15, 1986. <br /> <br />60. The developer shall submit two copies of the site soils report to the Director of <br /> Building Inspection for third party peer review and shall pay for such review at the <br /> time specified by the Director, but in all cases before the issuance of a grading <br /> permit and prior to the issuance of any individual house building permit. <br /> <br />61. The soils engineer shall certify the pad compactions of all lots containing fill to the <br /> satisfaction of the Director of Building Inspection prior to the issuance of building <br /> permits. <br /> <br />62. The developer shall submit plot plans for each of the residential lots showing <br /> building setbacks and a topographic plan showing grading and drainage. Pad <br /> elevations, finish floor elevations, retaining walls, easements, and maximum <br /> height of the highest structure are to be indicated on the plan. Plans for custom <br /> lots are to be signed by a registered civil engineer. All residential plot plans shall <br /> show compliance with 2907(d) and 70012(d) of the Uniform Building Code. <br /> <br />63. The developer shall submit record iract grading plans showing: 1 ) the elevation of <br /> all four comers of the lot as well as the center of the lot, 2) all top and toe of slope <br /> elevations, and 3) the top and toe of all retaining wall elevations. The record <br /> grading plan is to be submitted to the Director of Building Inspection before the <br /> first house final. <br /> <br />64. All retaining walls higher than four feet from the top of the wall to the bottom of <br /> the footway shall be constructed of reinforced concrete or shall be an approved <br /> crib wall type. Calculations signed by a registered civil engineer shall accompany <br /> the wall plans. <br /> <br />65. The paving sections for the on-site parking and drive areas shall be designed on the <br /> basis of an R-Value test and a traffic index to carry the anticipated traffic loads. <br /> This design shall be subject to the approval of the Director of Building Inspection. <br /> The minimum paving section shall be 2" A.C. on 6" of A.B. The minimum A.C. <br /> pavement slope shall be 1%. For pavement slopes of less than 1%, the surface <br /> runoff shall be carried in a concrete gutter to an acceptable point of discharge. The <br /> minimum slope for concrete gutter shall be 0.5%. <br /> <br />P UD-98-08 Conditions of Approval <br /> Page B-14 <br /> <br /> <br />