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11 A t�vo-year guarantee is required for private retentionldetention or other drainage <br /> treatment/abateinent facilities serving areas larger ihan one �cre. <br /> 72 Jn�site water main�vill be staked wilhin an e 3sement to the City The easement will be <br /> ;ubmiUed to lhe City prior lo issuance o�permits. <br /> 13 As-builts oi storm sewer, sanitary seerer, and water systems vdill be required to be submitted <br /> per City Design and Construction Slandards and Specifications for Develo�mem. <br /> 14 Any broken or damaged sidewalk shall be repairedheplaced per the Cdy Public Works <br /> Inspector. <br /> 15 Walkways must be provided on 112'" Street SE lo each building. <br /> 16 All exposei. �round must �e reseedcd within 30 days of the completion of construction. I( <br /> reseeding is nol practical due to weather or seasonal problems, the ground must be <br /> covered v�ith mulch as directed by the City Engineer. <br /> 17 Temporary erosion control measures tor construction activity must be operational prior to <br /> commencemenl of any clearing or earth�vork. <br /> 18 A traffic mitigation fee oi$39,600 is required prior to issuance oi the (irst permit. <br /> 19 Stormwater ireatment is required with 5,000 square feet or more of hydraulically-connected <br /> pavement is created and/or redeveleped by a project Trealment of stormwater runoff from <br /> hydraulically-connected pavement musl occur, per Ciry Standards, pnor to discharge oi the <br /> stoimwaler fonn Uie site, or to a stream, w�lland, or underground infiliration system. <br /> 2D I( sudable soils exi,t on the site, surface slormwater inFdtration systems (e.g., pervious <br /> pa�ers or surface ponding areas analor swales) may be used to hydraulically di�connect <br /> parement. From a stonnwater ireatment siandpoint, for a pavement area to be considered <br /> hydraulically-disconnected, stormwater runo(f i�om a least the G-inonlh, 24-hour storm must <br /> be fully retained and/or in(iltrated. <br /> 2 t The options for treatment of runotf from hydraulicallyconnected pav�ment are <br /> a an in�iltration basin, if suitable soils exist on the site, <br /> I� a wetpond, <br /> c a constructed�vetland, <br /> d a Stormwater 360 StormFilter, with pretreatmenl, <br /> e an aHernative stormwater treatment technology deemad b� the Citv of Everett to t�� <br /> technicaily eyuivalent to ihe above options. <br /> �'� Stormwater detention is required when 5,000 square feet oi more of hydnulically-connectrd <br /> impervious area is crealed by a project. <br /> ;'_3 It unsuitable soils exist on the sile, underground infiltration systems (e.g., iniiltration <br /> t�enchesl or suriace stormwater infillration systems (e.g., splash blocks, pervious pavers, or <br /> s,,riacr. �;cr,d�nr� areas andlor se�ales; may be used to avoid creating hydraulically- <br />