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• <br /> civil&structural <br /> • <br /> ENGINEERING engineering&planning <br /> October 10,2018 <br /> Thad Newport <br /> City of Everett Public Services Department <br /> 3200 Cedar Street <br /> Everett,WA 98201 <br /> RE: Project Number:PW1808-073 <br /> Project Name: Connell Residence <br /> Project Address: 1907 W Mukilteo Blvd. <br /> Dear Mr. Bronder, <br /> Itemized below is our response to the plan review comments in the August 6, 2018 Correction Notice#1 for <br /> the above referenced project. Our response appears in bold. <br /> 1. i.Sheet SO.1: Refer to COE Detail 214. <br /> Refer to revised site plan SO.1. <br /> ii.Sheet S1.1:See Structural Comments. <br /> Refer to response 2a. <br /> iii. Sheet S2.2:See BNSF Detail A-10 for drawings on steep slopes. <br /> The detail has been attached to the plans. <br /> 2. The comments below were generated from this project's Structural Reviewer. If you have any questions <br /> regarding these comments, please contact James Bronder with the City of Everett Public Works(425-257- <br /> 7287 or JBronder@everettwa.gov). <br /> a. On Detail 1/1.1 as well as the permit calculations appear to include the use of passive pressures in <br /> the design of the permanent shoring walls.The last line of the second full paragraph on Page 8 of the <br /> geotechnical report indicates that passive resistance pressures should not be included in the below- <br /> grade portions of the pile in the shoring design. Please clarify and/or revise the drawings and <br /> calculations as required or provide a narrative indicating use of passive design pressures for the <br /> shoring design which appear to be inconsistent with the geotechnical recommendations. <br /> Refer to the memo from the geotechnical engineer to be submitted with this response letter. <br /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ph.425.778.8500 I f.425.778.5536 <br /> www.cgengineering.com <br />