5700 23RD DR W 2018-06-28 - Laserfiche WebLink

• this project. If new impervious area will be created,beyond that for which the stormwater management facilities were designed, stormwater runoff from an equivalent amount of impervious area in the contributing area must be managed in accordance with the City's 2010 Stormwater Management.Manual. 10. Soil compaction testing shall be performed throughout the construction of the public street and utilities.Density curves shall,be submitted to the Public Works Department prior to permits being issued for any aspect of the project. All work performed by the geotechnical engineer or testing lab shall be reported directly to the City Public Works Inspector before covering work can be continued by the contractor. Daily reports shall be kept by the soils investigator/tester and submitted to the Public Works Inspector within 24 hours. 11.All exposed ground must be reseeded within 30 days of the completion of construction. If reseeding is not practical due to weather or seasonal problems, the ground must be covered with mulch as directed by the City Engineer. 12. Temporary erosion control measures for construction activity must be operational prior to commencement of any clearing or earthwork. 13.Traffic mitigation fees for this projectare due upon receipt of building permits and are as follows for each building: Traffic Mitigation Fee of$12, 646 shall be due for Building E (14,051 SF)._ Traffic Mitigation Fee of$12,721 shall be due for Building F (14,134 SF) Traffic Mitigation Fee of$11,490 shall be due for Building G (.12,767 SF) 14. Confirm that no off-site mitigation is required (observe drop-off and dismissal) 15. Parking supply is adequate as submitted. Parking supply is sufficient to support worship services at this site, which generate substantially higher parking demands than private school operations of this scale. Fire Department Comments 1. Access-The International Fire Code requires that all new structures shall provide Fire Department access roads to within 150 feet exterior walking distance of all portions of the ground floor. Fire Department access roads (Fire Lanes) shall provide a minimum of 20 feet in width of unobstructed, paved driving surface with a minimum clear height of 13'6". Inside turn radii must be 35 feet. Outside turn radii must be 55 feet. Slope approach and departure angles must not exceed 8 degrees. Fire lane grade must not exceed 15 percent. Fire lane construction must comply with AASHTO H30 load capacity (74,000 gvw). Fire Lanes will be posted and maintained as required by the Fire Department. Unorthodox access which meets code requirements but is too unusual for crews will not be allowed. 81)`x.:,