6600 HARDESON RD BASE FILE 2016-01-01 MF Import

Information tor Developer Addidons and Reviaions Based on Revised PI�� Parking must be provided per Zoning Code requirements for the first phase. For the proposod 55,166 sf Phase 1 building, a minimum of 65 parking speces must be provided. (If the office space is a minor portion of the building and i� diroctly associated with the warehouse use, the warehouse standard for parking is used.) The parking must be per Public Works Standatds, which limits compacts to 25% uf che overall stalls. The site plan must be revised to show the required parking. 2. The Geotechnical Report submitted for the site in 1998 states that parking can eztend to the toe of slope, while buildings must be set back at least 25 fcet. The Steep Slope Buffer Width Reduction (REVI #98-022) allowed parking to extend to the tce of slope. The site plan must be modified to remove the parking shown extending into ;he slope. To pursue this further would require submittal of a new geotechnical report which meets the requirements set forth in EMC 19.37 a�id an application for alteration of a geologically hazardous area (Review Process II). 3. The fire 8ow requirements for the phase one structure is 2,750 gpm. 4. When the required fire flow is over 2,500 gpm, the fire hydrant shall be served by a main that loops around the building or complex of buildings and reconnects back into a distribution supply main. 5. Condition 34 of the Infonnation for Developer .4ttachment to the Planned Action Detertnination is revised as follows: Hieh-Piled Storage — Buildings containing high-piled combustible storage shall be in acco� da- �e with Article 81 of the 1997 Uniform Fire Code and Articles 81-1 and 81-2 of the '.� tniform Fire Code Standazcis. A Fire Department permit is required for high- piled „_. .�_. 6. Standpipes shall be installed according to Section 904.5 and 904.6 of the Unifotm Building Code. �