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Between 26 and 34 feet Less than 26 feet Post both sides Not permitted 160. Dead -end access ways and internal drives shall in excess of 300 feet in length shall terminate in turnaround no less than 96 feet (80 feet clear width) in diameter or hammer -head (tee). Standards and options are available through the Fire Prevention Bureau. 161. The following items will be provided prior to any construction above the foundation or slab. NOTE: Periodic inspections will be made for compliance. A. Emergency vehicle access shall be provided to the site or tract, as specified in the approved Site Plan, including the area where construction is occurring. If Public Works Improvements are part of the project to access the site, an emergency vehicle access plan shall be submitted for review and approval. B. If permanent access or site paving is not provided, the carrying capacity of the emergency vehicle access shall be 69,000 pounds under all weather conditions. C. Designated construction material storage and construction worker parking shall not obstruct the emergency vehicle access route(s). D. Where on -site fire hydrant(s) are required, they shall be installed, flushed and all valves open prior to any construction above the foundation or slab. This includes concrete tilt -up and masonry buildings. E. On -site fire hydrant(s) shall not be obstructed and shall be sufficiently above grade to have all hydrant valves and outlets accessible for emergency use F. Where a project is phased as part of the development approved by the City, specific access, water supply and fire hydrant installations will be required as part of each phase. As needed a phasing plan with these improvements will be required. 162. Fire hydrants shall be installed at spacing not greater than 300 feet. Hydrants in yard and parking areas may be able to be spaced farther apart, depending on the specific use. Building 163. At the time of building permit plan submittal, the project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades (with accurate elevations above sea level indicated) and on -site drainage control measures to prevent stormwater runoff onto adjoining properties. 164. Prior to issuance of building or demolition permits, the applicant shall submit a waste management plan to the Building and Safety Division. The plan shall include the estimated composition and quantities of waste to be generated and how the project developer intends to recycle at least 75 percent of the total job site construction and demolition waste measured by weight or volume. Proof of compliance shall be provided to the Chief Building Official prior to the issuance of PUD -106, Chrylser- Jeep -Dodge Page 30