PC 2000-61 - Laserfiche WebLink

Resolution No. PC-00-61 Page 6 Engineering Requirements: 22. As an alternative to draining the parking lot to the Arroyo Del Valle, the proposed parking area may be designed to drain easterly to a storm drain inlet, extended across the open space area located behind Barones Restaurant, and connected to the on-site storm drain system to be provided with the Madden hotel development. Details of this installation shall be shown on the final building permit plan set to the satisfaction of the Director of Building Inspection. 23. An encroachment is required from the Alameda Flood Control and Water Quality Conservation District Zone 7 for the proposed spillway located in the Arroyo Del Valle. 24. All on-site utilities shall be installed underground. 25. The paving sections for the on-site parking and driveway areas shall be designed on the basis of the anticipated traffic loads subject to the approval of the Director of Building Inspection. The minimum asphalt concrete pavement slope shall be 1%. For pavement slopes less than 1%, the surface runoffshall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for the concrete gutter shall be 0.5%. 26. The project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and onsite drainage control measures. This plan shall be subject to the review and approval of the City Engineer and/or the Director of Building Inspection prior to the issuance of any building permits. 27. The project developer shall submit a refundable cash bond for hazard and erosion control prior to the issuance of an Engineering or Building Department permit. The amount of this bond will be determined by the City Engineer. 28. 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. 29. Storm drainage swales, gutters, inlets, and outfalls shall be privately maintained. 30. The storm drainage system shall be subject to the review and approval of the City Engineer and Zone 7, as applicable, that the system is adequate, connects to an approved point of discharge, meets any and all applicable requirements oftbe Alameda County Flood Control District Zone 7, meets the immediate and long- range requirements of this development. 31. Any damage to existing street improvements during construction on the subject property shall be repaired to the satisfaction of the City Engineer at full expense to the developer. This shall include slurry seal, overlay, or street reconstruction if deemed warranted by the City Engineer.