Laserfiche WebLink
PUBLIC WORKS <br />b. Please see all redlines on the attached plans for required corrections in addition to all <br />comments listed below. Frequently, redlines will be stand-alone and will not have an <br />associated item in this corrections letter. Likewise, comments below may not have associated <br />redlines. Please indicate to the City that all redlines have been adequately addressed by <br />providing checkmarks or notes next to the Citv's redlines to indicate that it has been picked <br />Lip or to answer a reviewer's question. A comment response letter can also be included with <br />your resubmittal to address the comments below (handwritten remarks under each comment <br />on this letter are perfectly acceptable). The below listed sheets have redlines. <br />i. Sheet C 1.01 <br />ii. Sheet C 1.02 <br />iii. Sheet C3.01 <br />iv. Sheet C3.02 <br />v. <br />Sheet C3.03 <br />vi. <br />Sheet C3.04 <br />vii. <br />Sheet C3.100 <br />viii. <br />Sheet C4.01 <br />ix. <br />Sheet C4.02 <br />x. <br />Sheet C5.01 <br />xi. <br />Sheet C5.02 <br />xii. Sheet C7.00 <br />xiii. Note, still waiting on any comments from Planning, Traffic, and Fire. Will send <br />after 11/29/2018 upon receipt. If you are planning on resubmitting plans, please <br />check in with Sabrina first to see if any additional comments are still pending or if <br />the resubmittal can take place. <br />2. Teresa Weldon with the City of Everett Planning Department (425-257-7281 or <br />TWeldongeverettwa.gov) will be providing a separate comment letter if additional corrections <br />are needed regarding Planning/Landscaping/Zoning Code. Note that any comments Teresa makes <br />will apply to both the building set and civil set of plans. Please correct both, as applicable, before <br />resubmitting plan sets. <br />3. The comments below were generated from this project's Stormwater Reviewer. If you have any <br />questions regarding these comments, please contact Arnie Roshak with the City of Everett Public <br />Works Department/Sewer & Drainage Division (425-257-7249 or ARoshakkeverettwa.gov). <br />a. Sanitary Sewer: <br />i. Minimum slope for sanitary sewer main is 0.75%, revise sewer main design so <br />minimum slope of new sewer main is 0.75%. <br />b. Surface Water: <br />i. Detention pipe - corrugated steel detention pipe is not allowed. See Drawing 418 <br />of the COE Design and Construction Standards and Specifications (DOSS) for <br />acceptable pipe materials. <br />ii. Minimum connecting pipe diameter is 48-inches between detention pipes. <br />Connecting pipe IE's shall be level with vault. <br />iii. Bottom of detention pipes shall be level and inlet and outlet pipe inverts shall <br />match bottom of vault elevation. <br />iv. Raise outlet of control structures by 6-inches to provide sediment storage. Revise <br />modeling calcs for updated elevations. <br />v. See also the requirements of Section 4-4.4(2) of the DCSS. --�---- <br />Page 2 of 3 <br />