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PLANS, SPECIFICATIONS AND ESTIMATE REVIEW <br /> Project Title: <br /> Community Transit Swift II BRT- Corridor Stations (90% Design Level Comments) <br /> Job Charge: WSDOT Project Engineer: Office&Mail Stop: Phone: Date: Sh <br /> Varies by Discipline June 22, 2017 7 of <br /> Office: Comments by: Commenting Office&Mail Stop: Commentor's Phone: Date: <br /> Everett Public Works/Planning February 3, 2017 <br /> # Sht/Pg Reviewer's Comment By Designer's Response Init. <br /> 16 There are no observable modifications to any of Halley Station 3019 (100th Street SW Northbound)—A special Otak <br /> the station footings due to the proximity to water Kimball retaining wall and shelter foundation configuration for this <br /> mains. There should be a minimum of 2ft of location is shown on sheet F1.06 of the Plans. See <br /> clearance from the edge of the pipeline to the response to comment above. <br /> closest edge of the footing. In some cases this will Station 3020 (112th Street SW Northbound)—Shelter <br /> require modification of the footing dimensions. foundations have been revised to column footings. See <br /> plan sheets F1.04 and F1.07. <br /> 17 Any work done on the live water mains will be Halley Currently the only work proposed on City of Everett water Otak <br /> performed by the City water department and the Kimball mains is valve adjustments. For any work not specifically <br /> developer's expense. This should be noted on the noted in the Plans, the Contractor and Community <br /> plans. Transit's Construction Management team will coordinate <br /> with the City. <br /> 18 Pot-holing will likely be required to determine the Halley Design potholing information is shown on the Plans and Otak <br /> exact location of the water mains before beginning Kimball denoted as"PH-#'. Contractor is also required in the <br /> the construction. This should be noted on the Special Provisions to pothole in advance of underground <br /> plans. work. <br /> 19 A strategy for protection of all water mains within Halley Noted. Please review the updated plans including Otak <br /> any of the station footprints must be developed Kimball revised footing configurations. The design team is also <br /> that will also include some plan for future rerouting available to meet and discuss any remaining concerns. <br /> and/or encasement of the water main to facilitate <br /> ease of removal and repair. This will likely require <br /> additional discussions with the City Utility <br /> Department. <br /> Drainage Review <br /> 20 Jane Zimmerman (Our Drainage Engineer) has Jane Noted. Otak <br /> marked up a set of plans which mainly had to do Zimmer <br /> with showing unnecessary drainage structures on man <br /> the plans. I have attached a PDF to show this plan <br /> review. <br /> Swift ii BRT Everett Public Works Comment Sheet_90 Stations_OtakResponse.doc <br />