500 SE EVERETT MALL WAY A BASE FILE 2018-01-01 MF Import

INFORMA'TION FOR DEVELOPER: The following information is provided for the developer's benetit. These aze not SEPA conditions. All requirements aze preliminary in nature, and aze based upon the preliminary site plan and the ordi.nances in eff'ect at time of submittal for SEPA revie•�v. The proposal must comply with all ordinances in effect at the time a complete buildit►g permit application is filed, including those aot spccifically set forth herein. (Exception: For vesdng under the Zoning Code, please refer to Section 44 of the Zoni,ig Code). Contact the Planning Department for information regazding appeals processes for the requirements listed in this document. Detailed drawings in accordance with City Design and Construction Standards shall be submitted to the Public Works Department showing site pazking layout, landscaping, utilities, stor.ni drainage, temporary construction erosion control, and all required improvements in the public right-of-way. Public Works Department approval of these drawings is requiredprior to any permits being issued. All improvements shall be completed, approved, and warranted bcfore Occupancy permits aze issued. Special charges for connection to the sewer and water systems in accordance with Ordinance I 171-85 and subsequent revisions aze applicable. These charges aze based on projected water usage and can be substantial. The Applicant is encouraged to obtain a copy of the ordinance and determine estimated charges prior to building permit application. The actual chazges shall be computed by the Public Works Department per the ordinance in effect at the time of building permit issuance. � 3. Compliance with the State of Washington Bui]ding Code is required. 4. On-site detention of stormwater runoff from impzrvious azeas is required per City standards. 'freatment of stormwater runoff from the paved azeas must occur, per City standards, prior to dischazge of the stormwater from the site or to a stream or wetland. Stormv✓ater detention/retention, quality protection, and treatment requirements for this project shall be those requirements in effect at the time of application for Public Works permits. Three options for stormwater quality enhancement aze presented in the ciurent city standards. The least preferred option is allowed only if the fust rivo options aze infeasible in the opinion of the Public Works Department. The options for stormwater quality enhancement aze, in order of preference: 1) An infiltration basin designed and constructed according to city standards, if suitable soils exist on the site; 2) A wetpond designed and constructed to city standards; 3) A baffle-type oiVwater separator followed by a vegetated swale, both designed and constnicted according to city standazds. The presence of a wetland on/adjacent to the site indicates that the soils may not be suitable for an infiltration basin. If an infiltration basin is not feasible, a wetpond will be required. 4