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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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Last modified
1/21/2020 11:19:57 AM
Creation date
6/18/2019 1:36:16 PM
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Address Document
Street Name
AIRPORT RD
Street Number
11831
Tenant Name
WHOLE SITE FILE
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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: S <br /> Th <br /> Varies by Discipline June 22, 2017 1 of 2 <br /> Office: Comments by: Commenting Office&Mail Stop: Commentor's Phone: Date: <br /> Everett Building February 3, 2017 <br /> # Sht/Pg Reviewer's Comment By Designer's Response Init. <br /> Building Review <br /> 1 S1.01 — Sheets S1.01 through S7.08 are not stamped and James Plan Sheets S1.01 through S7.08 included in the Corridor Otak <br /> S7.08 signed by a WA professional engineer. Bronder Station Plans are informational only for the site <br /> Please provide stamps and signatures to these contractor; showing the installation sequence of the pre- <br /> manufactured structure and amenities. <br /> sheets. <br /> The full set of manufacturing drawings for the Swift BRT <br /> shelters has been included with this submittal for your <br /> reference. Shelter supplier has provided select stamped <br /> and signed drawings for structural assemblies that are <br /> included with the Structural Calculations for the Swift <br /> Shelter. <br /> 2 F1.05, On Sheet F1.05 & F1.06, it is unclear which James Table on F1.05 has been updated to clarify wall Otak <br /> F1.06 retaining wall detail type is to be followed per Bronder type/detail. <br /> Retaining Wall Schedule provided on F1.05. <br /> Please provide additional clarification on plans <br /> and schedule. <br /> 3 F1.05, Per Sheets F1.05 and F1.06, notes 5 and 2 James Final geotechnical report has been completed and is Otak <br /> F1.06 respectively, indicate that retaining wall details will Bronder included with this submittal. <br /> change pending the results from geotechnical Wall design has been verified with the final Geotechnical <br /> investigations. Please provide details and results. Structural calculations for the retaining walls are <br /> calculations to the retaining walls indicated with included with this submittal. <br /> the appropriate design criteria used for design. <br /> Swift II BRT Everett Building Comment Sheet_90 Stations_OtakResponse.doc <br />
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