PC-99-65 - Laserfiche WebLink

sewer permit fee. 51. All retaining walls higher than four ft. 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. 52. The developer shall submit plot plans for each of the residential lots showing building setbacks and a topographic plan showing grading and drainage. Pad ele- vations, finish floor elevations, retaining walls, easements, and maximum height of the highest structure are to be indicated on the plan. All residential plot plans shall show compliance with 2907(d) and 70012(d) of the Uniform Building Code. 53. Property lines shall be located a minimum of two ft. from the uphill side of the top of bank. 54. 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 per- mit. 55. The developer shall submit record tract grading plans showing: I) the elevation of all four corners of the lot as well as the center of the lot, 2) all top and toe of slope elevations, and 3) the top and toe of all retaining wall elevations. The record grad- ing plan is to be submitted to the Director of Building Inspection before the first house final. 56. The soils engineer shall certifY the pad compactions of all lots to the satisfaction of the Director of Building Inspection prior to the issuance of building permits. 57. Building and sites plans are to be submitted to the Building Department on com- puter disk in a format approved by the Director. Digitized information shall be submitted before requesting a final inspection and should reflect as-built situs and architectural information as approved by the Director. FIRE Page 10