11802 EVERGREEN WAY BASE FILE 2018-01-02 MF Import

� . 32. For the proposed building location on Parcel B, the existing wetland nutlet will require relocation by the project applicant. Any alteration of the existing wetland outlet must maintain the discharge characteristics of the current oudet and shall not have a negative effert on the hydrology of the we8and. 33. Storm water runoff rates must be controlled in accorda:!ce with C';ty standards. Natural wetlands may not be used to meet detention requirements for storm water. 34.Treatment of srorm water runoff from paved areas must occur, per City standards, prior ro 3iscLarge of the storm water from the site, or ro a stream, wetland, or underground infiltration system. Storm water treatment is required when 5,000 square feet or more of pavement is created by a project. 35.The options for storm wa[er treatment for this project are: a) an infiltration basin, if suitable soils exist on the site b) a wetpond c) a constructed wedand d) a SMI StormFilter, with pre-treatment 36. All storm water facilities shall be designed in accordance with applicable City standards and/or design policies. 37. Roof runoff from lots adjacent to strcamhvetland buf'fers may be discharged to roof downspout infil[ration/dispersion systems in accordance with City standards. These systems are sized using Table 3-2.3 of the Ciry's Storm�tiater D4anagement Manual. Uispersion systems must meet all construction criteria for roof rur.off infiltration systems, but are backfilled with gravel to the ground surface to allow for overIlow. 1'l�esr; infiltration/dispersion systems should be located along the edgc of the wetland buffer, with a minimum 10-foot setback from building foundations. 38. A pedestrian circulation system for tlte sit� must be approvcd by Uie Planning Direcror and Traffic Gngineer prior ro the issuance of any building permits. Walkways must allow pedestrians and wheelchairs to gain easy access from sidewalks and bus stops to building entrances through the use of paths which are physically separated from vehide traffic and maneuvering areas. (See the ciry's Design aud Construction Standards and Specifications Manual and Section 39165 of the Zoning Code.) � 39. Placement and scrccning of refuse disposal areas must be provided per Section 39.080 of the Zoning Code. Garbage receptades, dumpsters, and recycle bins shall be provided. All garbage dumpsters and rccycle bins must be screened from ��iew from the street and from adjacent properties. This screening may be done using dense vegetation or by placing the dumpster or recycle bin in a structural enclosure. 40. Rooftop mechanical equipment, including vents, must be screened per Section 39.040 of the "Loning Code. 41. The building hcigiu shall not excced a uiaximtun of�0 feet. A minimum setback of ten feet is required from the rear lo� line (Airport P.oad). 7�