4220 COLBY AVE B 2020-05-05 - Laserfiche WebLink

h AZIZ Engineering Company SERVING THE NORTHWEST&ALASKA SINCE 1984 quarter-century plus power of ideas engineers geotechnical geostructures I civil February 27, 2017 431610 , 7Th Sabrina Fandler Engineering/Permit Services City of Everett Public Works 3200 Cedar Street Everett,WA 98201 30 Dec 2016 Plan Review Responses City of Everett Public Works Permit Application No PW 1612-011 4220 Colby Ave Apartments Addition; Everett WA Our responses to the above captioned review comments,corresponding to the enumerated paragraphs in ith subject memorandum, are as follows: We intend to comply with the City's resubmittal requirements except where noted or explained elsewhere as necessary for reasons given below. 2. See the plan corrections or clarifications responding to the redlined markups except where otherwise ex lained below. .uggestions to improve drafting are noted; see plans with revision and signature date 20 February 2017. / / :. The parking area dimensioning was deferred to the architectural site plan, sheet A001,where the layout of the parking stalls are shown dimensioned in relationship to the building dimensions and setbacks from the property lines. We prefer to avoid such unnecessary duplications on the civil plans to avoid conflicts and construction mistakes. In keeping with the general industry practice,we intend to keep the civil site plan specifically focused on grading,utility services,paving and drainage with minimal cluttering and duplication for use of the civil works contractor—unless the City is directing our work in this way for other reasons. Please advise if the latter is the case. On occasion, such as this,it is necessary to scale site plans using architectural scales for better fit and readability and compatibility with architectural site plans. We strictly use civil engineering scales for roads and utilities where distance continuity is to be emphasized, and mechanical engineering scales for details that can be reduced or enlarged by fractional scaling to fit a drawing sheet. We have added"paving" to the tide block. The paving typical section was shown on sheet C-2 within the detail for extruded concrete curb. For clarification,we have separated these on the revised sheet C-2. VThe impervious areas were listed and described in the City's drainage questionnaire for this project following the storm drainage analysis criteria flow charts, since such analyses and calculations do not matter to the construction work,which the constructions plans are for. However, such data can be 7740 196th Avenue NE(Historic Red Brick Road) • P.O.Box 2758 • Redmond,WA 98073-2758(Street 98053-4710) 425.898.1007 1 fax 425.898.9699 1 info@aziznw.com