PC-98-17 - Laserfiche WebLink

Resolution No. PC-98-17 Page 9 38. All dwelling units in the development shall be constructed to meet Title 24 state energy requirements. 39. The developer shall submit a building survey and/or a record of survey and a site development plan in accordance with the provisions of Chapter 18.68 of the Municipal Code of the City of Pleasanton. These plans shall be approved by the Director of Building Inspection prior to the issuance of a building permit. The site development plan shall include all required information to design and construct site, grading, paving, drainage and utilities. Specific items to be indicated on the site development plan necessary to construct the improvements are to be in accordance with the City of Pleasanton Private Development Design Guidelines adopted April 15, 1986. 40. The developer shall submit two copies of the site soils report to the Director of Building Inspection for third party peer review and shall pay for such review at the time specified by the Director, but in all cases before the issuance of a grading permit. 41. The soils engineer shall certifY the pad compactions of all lots containing fill to the satisfaction of the Director of Building Inspection prior to the issuance of building permits. 42. The developer shall submit plot plans for each of the residential lots showing building setbacks and a topographic plan showing grading and drainage. Pad elevations, finish floor elevations, retaining walls, easements, and maximum height of the highest structure are to be indicated on the plan. Plans for custom lots are to be signed by a registered civil engineer. All residential plot plans shall show compliance with 2907(d) and 70012(d) of the Uniform Building Code. 43. All retaining walls higher than four feet from the top of the wall to the bottom of the footway shall be constructed of reinforced concrete or shall be an approved crib wall type. Calculations signed by a registered civil engineer shall accompany the wall plans. 44. 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 Director of Building Inspection. The minimum paving section shall be 2" A.C. on 6" of A.B. The minimum AC. pavement slope shall be 1%. For pavement slopes of less than I %, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5%. 45. A sanitary sewer sampling manhole shall be provided on each of the sanitary sewer laterals from each building, unless otherwise waived by the Director of Building Inspection.