PC-96-06 - Laserfiche WebLink

Resolution No. PC-96-06 Page 7 fabric or other material not designed and/ or intended for this purpose be wrapped around or otherwise placed on these devices. All backflow prevention devices shall be shown on the plans submitted for issuance of building permits together with screening mechanism and/ or weather protection devices. Proposed screening and weather protection devices shall be reviewed for conformity to these requirements and approved by the Planning Director prior to issuance of a building permit. 29. This design review approval will lapse within one year from the date of approval unless a building permit is issued and construction has commenced and is diligently pursued toward completion or an extension has been approved by the City. 30. 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 A.C. pavement slope shall be 1%. For pavement slopes of less than 1%, 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%. 31. 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. 32. The haul route for all materials to and from this development shall be approved by the City Engineer prior to the issuance of an encroachment permit. 33. The applicant shall comply with the City's non-point storm drain run-off ordinance. 34. Prior to issuance of a building permit, the developer shall pay the required commercial development school impact fee as prescribed by state law and as adopted by the Pleasanton Unified School District. 35. The applicant shall install a structural control, such as an oil/water separator, sand filter, or approved equal (in the parking lot) (on the site) to intercept and pretreat storm water prior to reaching the storm drain. The design, locations, and a schedule for maintaining the separator shall be submitted to the City Engineer/Director of Building Inspection for review and approval prior to issuance of building permits. The structural control shall be cleaned at least twice a year: once immediately prior to October 15 and once in January. The applicant shall enter into a maintenance agreement for the oil/water separator. 36. The applicant shall label all on-site storm drain inlets with the wording, "No Dumping -- Drains to Bay" using City-approved methods and materials. On-site storm drain facilities shall be cleaned a minimum of twice a year as follows: immediately prior to October 15 and once in January. Additional cleaning may be required if found necessary by the City Engineer/Director of Building Inspection.