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5929 EVERGREEN WAY BASE FILE 2016-01-01 MF Import
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5929 EVERGREEN WAY BASE FILE 2016-01-01 MF Import
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Last modified
2/9/2017 10:01:56 PM
Creation date
2/9/2017 10:00:40 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5929
Tenant Name
BASE FILE
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: : ,- <br /> { <br /> pedestrians and wheelchairs to gain easy access from sidewalks and bus stops to = :'. <br /> building entrances through the use of paths which are physically separated from vehicle 3-'_ <br /> traffic and maneuvering areas. (See the city's Qesign and Construction Standards and �. ; <br /> Specifications Manual and Section 39.165 of the Zoning Code.) Walkways must be :} .: <br /> provided from the proposed building to Evergreen Way and to Highway Piace. ; . <br /> 10. On-site detention of stormwater runoff is required per City standards. ; . <br /> �>. <br /> 11. Treatment of stormwater runoff from paved areas must occur, per City standards, prior t: <br /> to discharge of th^ stormwater from the site or to a :tream or wetland. Stormwater <br /> detention/retention, quality protection, and treatment requirements for this project shall �_ <br /> be those requirements in effect at the time of application for Public Works permits. <br /> .�. <br /> Stormwater treatment is currently required when 10,000 square feet of pavement is � <br /> created by a project and three options for stormwater treatment are presented in the t <br /> current City standards. The least preferred option is allowed only if the first two options <br /> are infeasible in the opinion of the Public Works Department. The options for <br /> stormwater treatment are, in order of preference: <br /> a. an infiltration basin designed and constructed according to City standards, if suitable <br /> soils exist on the site. <br /> b. a wetpond designed and constructed to City standards. � <br /> c.a baffle-type �illwater separator followed by a vegetated swale, both designed and � <br /> constructed according to City standards. . <br /> : <br /> Due to the developed nature of this site, an infiltration basin will probably not be feasible � <br /> due to past compaction of soils. The�Pfore �aetoond designPd and constructed in '. <br /> accordance�tiith Gitv standards will be req��irpd if the amount of new paveme�ll� � <br /> 1g 000 sa�are feet or more. <br /> 12. In addition to standards requiring treatment of stormwater runoff from newly created � <br /> paved surfaces, the City also has redevelopment standards which call for stormwater <br /> runoff to be treated, to the maximum extent practicable, when existing projects <br /> redevelop. A wetpond should be provided to treat stormwater runoff all pavement <br /> associated with this project. If a wetpond large enough to meet City standards is not <br /> achievable due to spatial limitations on the site, the design of the pond should ma�cimize <br /> the volume provided in a vegetated cell, a wetvault with a minimum volume per City <br /> standards should be provided upstream of the pond for sediment removal, and roof-top <br /> runoff should be kept separate from pavement runoff in order to maximize the treatment <br /> efficiency of the wetpond. <br /> 13. The Appiicant shall coordinate the bus stop/shelter location and design with the Everett <br /> Transit Department. <br /> 14. Parking must be per City Zoning Code and City Design and Construction Standards and <br /> Specifications. For the 12,000 square feet of office space proposed, a minimum of 31 <br /> parking stalls is required. A minimum of 3 handicap spaces must be provided. <br /> � 2930 Wetmore, Suite 100, Everett,WA 98201 Si (206) 259-8731, Fax (206) 259-8742 <br /> 4 <br /> I <br /> � <br /> .� <br />
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