35 SE EVERETT MALL WAY BASE FILE 2018-01-02 MF Import

13. A two year guarantee is required for private retention/detention or other drainage treatment/abatement facilities serving areas larger than on acre. 14. On -site water main will be staked within an easement to the City. The easement will be submitted to the City prior to issuance of permits. 15. As-builts of storm sewer, sanitary sewer, and water systems will be required to be submitted per City Design and Construction Standards and Specifications for Development. 16. Any broken or damaged sidewalk shall ue repaired/replaced per the City Public Works Inspector. 17. Walkways must be provided from each building to the public street. 18. 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 bt continued by the contractor. Daily reports shall be kept by the soils investigator/tester and submitted to the Public Works Inspector within 24 hours. 19. 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. 20. Temporary erosion control measures for construction activity must be operational prior to commencement of any clearing or earthwork. 21. A traffic mitigation fee of $55,682.00 is required prior to the issuance of the first permit. 22. The access on SE Everett Mall Way must be restricted to right -in and right -out. 23. Provide frontage improvements, including curb, gutter and sidewalk consistent with City of Everett Standards and Specifications. These improvements should start at the existing edge of the roadway (where the existing parking lot pavement meets the existing roadway pavement). Dedicate sufficient right-of-way to the City so that a minimum of two feet of r-o-w will be located behind the back of sidewalk along the entire 2nd Avenue project frontage. 24. Compact parking is not permitted for these uses. 25. The ADA parking area must be redesigned. 26. Storm water treatment is required when 5,000 square feet or more of hydraulically -connected pavement is created and/or redeveloped by a project. Treatment of storm water runoff from hydraulically -connected pavement must occur, per City standards, prior to discharge of the storm water from the site, or to a stream, wetland, or underground infiltration system. Any existing graveled areas on the site do not count as existing pavement from the standpoint of storm water treatment standards. 27. If suitable soils exist on the site, surface storm water infiltration systems (e.g., pervious pavers or surface pending areas and/or swales) may be used to hydraulically disconnect pavement. From a storm water treatment standpoint, for a pavement area to be considered hydraulically disconnected, storm water runoff from at least the 6-month, 24-hour storm must be fully retained and/or infiltrated.