6001 36TH AVE W BASE FILE 2018-01-02 MF Import

M 9F-3W Him H ;tl fA H x S. OH �CM,g OY �] 9H t z HH gy H ot;m �M ZF3W �3OW C Fire flow requirement is 3,200 gallons per minute. This was determined in the following manner: Due to the extremely large size of the building; the maximum basic fire flow of 8,000 C•PM was required. Because of the noncombustible construction and being completely sprinklered, fire alarmed and 24 hour security provided, a 60% reduction has been allowed; or a net 3,200 GPM. (SEPA Public Services and Utility Policies) Fire alarm system to comply with UFC STD #10-2. (SEPA Public Services and Utility Policies) S. A fire hydrant is required within 200 driving feet but not nloser than 50 feet, of every structure per Ordinance 473-80. Additionally, hydrants shall be provided around the building at an average separation between hydrants of 300 feet in accordance with EMC 14.16.570. (SEPA Public Services and Utility Policies) 9. Hydrants and access roads must be in service prior to beginning construction, except as may be approved by the Fire Marshal, in accordance with UFC 10.207 and UFC 10.301. (SEPA Public Services and Utility Policies) 10. Special charges for connection to the sewer system in accordance with Ordinance 984-83 are applicable. The actual cost shall be computed by the Building Department per the ordinance in effect at the time and according to the information provided on the approved plans on the date of permit issuance. (SEPA Public Services and Utilities Policies) 11. Parking must be per City Zoning Code and City Design and Construction Standards. For Phase 1's 62,000 square feet of warehouse (42 employees), 62,000 square feet of production space, and 188,000 square feet of office space a minimum of 568 parking stalls are required. For Phase 2's 17,500 square feet of warehouse (12 employees), 17,500 scniare feet of production space, and 65,000 square feet of office space a minimum of 195 parking spaces are required. Requirements for parking in Phase 2 will be determined in a subsequent environmental review. (SEPA Transportation Policies) 12. Landscaping of the perimeter and interior of the site shall be provided in conformance with the attached Kenilworth Hills Rezone Concomitant Agreement. A landscaping plan for Phases 1 and 2 must be approved by the Planning Department prior to issuance of Building Permits. (SEPA Aesthetics and Light and Glare Policies) 13. Drainage - Storm water drainage systems shall be provided in accordance with the concomitant agreement to Rezone 1436-88. On -site detention and grassed lined swales will be required for discharging to both Edgewater Creek and Powdermill Creek. The detention pond for Powdermill Gulch must be designed as a wet pond. An outflow shall be constructed to the bottom of Powdermill Gulch. Easements to the Powdermill Gulch outfall pipe