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• <br />11 <br />The comments below were generated from this project's City of Everett Civil Reviewers. All questions shall be routed through this project's Public Works <br />Reviewer Abiy Tsegaye with City of Everett Permit Services (ATsegaye@everettwa.gov). <br /># <br />Document <br />Sht/Pg <br />Reviewer's Comment <br />Designer's Response <br />Initials <br />1 <br />General <br />Provide Stormwater Pollution Prevention Plan (SWPPP) to <br />document compliance with the 13 Elements listed in section 2- <br />2.3 of Vol-1--Design Construction Standards & Specifications <br />(DCSS). See also Stormwater Resources & Templates on COE <br />website <br />2 <br />General <br />Provide Traffic Study for actual Transportation Mitigation fees. <br />You may contact the Traffic Engineering Department for detail <br />(Michael Brick: MBrick@everettwa.gov). <br />General <br />Provide utility easement document for review. The easement <br />shall be 10' on one side of the water main and 5' on the other <br />side of the water main. The easement documentation with legal <br />description and exhibit shall be submitted to the City prior to <br />issuance of permits <br />General <br />Attach calculations as indicated in the Manual for BMP C240 and <br />C241 for the temporary sediment pond <br />Civil Plans <br />C3.0 <br />Call out pavement marking (parking hatch southwest corner) on <br />Sheet C3.0 <br />Civil Plans <br />C6.0 <br />Fire hydrant connection/installation by COE Water Dept Crews <br />based on a cost estimate prepared by the Water Dept and paid <br />for by the owner/contractor. Please note on the plans. <br />Civil Plans <br />C6.1 <br />Note that there is a typo in City Standard Drawing 602: Note 3 <br />should reference Standard Drawings 616 and 617, not 612 and <br />613. Please revise this in Detail 2/C6.1. <br />2 <br />Civil Plans <br />Install floatable material separator and gas trap per City <br />Standard Drawing 413 in fueling pad drainage system prior to <br />connection to the sanitary sewer main, per DCSS 6-10.2(1). This <br />would prevent odorous sewer gasses from the piping into the <br />storm drain system. <br />Civil Plans <br />Verify that roof downspouts are discharged to ground surface, <br />using splash blocks when possible or other means, and not <br />tightlined into the storm drainage system, per DCSS 6-10.2(1) <br />and EMC 14.08.180(H). Discharge of the downspout into a catch <br />Page �oI3 <br />