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17. 18. 19. traffic, provided an approved aggregate base course is constructed under the asphalt pavement. The minimum thickness of such base course shall be four inches. c. Surfacing, Parking or Drive Aisles - Ail off-street parking, vehiole maneuvering areas, turn-around areas, driveways, and private streets, shall be surfaced, and thereafter maintained with Portland Cement Concrete poured to a minimum thickness of 5% inches. Paved areas shall be designed to carry surface water to the nearest practical street, storm drain, or natural watercourse. Concentrated flows of water from parking areas shall not flow by gravity over any public property or pedestrian walkway, but shall be collected in an appropriate manner within the property confines and conducted under the sidewalk. All parking areas shall be maintained in a safe and sanitary condition free of dust, mud, or trash, and shall be kept in good repair. Any alteration, enlargement, maintenance or repairs shall be pursuant to the aforementioned standards. All parking spaces shall be double striped in a manner clearly showing the layout of the intended parking stall, such striping shall be maintained in a clear, visible and orderly manner. Loadin Areas. 1. Entrances and exits to loading facilities should be limited in number and shall not interfere with the flow of traffic along the perimeter streets. 2. Loading areas should be located so as to minimize potential for intrusion into residential portions of the project and adjacent neighborhoods while allowing for efficient utilization by commercial users. 3. Loading areas shall be located and designed to minimize direct exposure to public view. These areas shall be screened with landscaping and walls to reduce visual impacts. 4. Loading areas shall be visibly separated from public entrances and parking areas.