PC-95-97 - Laserfiche WebLink

Resolution No. PC-95-97 Page 8 38. The applicant 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. 39. Prior to the issuance of a building permit, the applicant shall pay the applicable Zone 7 and City water connection fees and water meter cost, including irrigation meters. Additionally, the applicant shall pay any applicable Dublin-San Ramon Services District (DSRSD) sewer connection fee. 40. The applicant shall submit 3 full-size sets of construction plans (wet-stamped and signed), 2 sets of the necessary structural and Title 24 calculations, 2 copies of a site specific soils report, and the completed Building Permit Questionnaire to the Building Department, along with the necessary fees, to initiate the City's plan check process. The plan check will be accepted only after the completion of the Design Review procedure's IS-day appeal period, unless the applicant submits a signed statement acknowledging that the plan check fees may be forfeited in the event that the approval is overturned or the design is significantly changed as the result of an appeal. In no case will a building permit be issued prior to the expiration of the IS-day appeal period. 41. The applicant or applicant's contractor(s) shall apply for and receive an encroachment permit prior to the start of construction, including moving any construction equipment onto the site. An erosion control and hazard abatement cash bond, in the amount of $2,000.00, shall be posted with receipt of the encroachment permit and shall be maintained throughout the construction period. 42. No construction materials shall be stored within the public right-of-way. 43. A sanitary sewer sampling manhole shall be provided on each of the sanitary sewer lateral from each building, unless otherwise waived by the Director of Building Inspection. 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" AC. on 6" of AB. The minimum AC. pavement slope shall be I %. 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. If the rim elevation of the upstream public sanitary sewer is at an elevation higher than that of the lowest portion of the building pads, back-flow prevention devices (check valve) shall be installed on the lateral between the homes and public sanitary sewer line(s). 11