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Absher/Stellar J Joint Venture 12/8/2025 (3)
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Absher/Stellar J Joint Venture 12/8/2025 (3)
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Last modified
12/9/2025 4:01:59 PM
Creation date
12/9/2025 3:59:50 PM
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Contracts
Contractor's Name
Absher/Stellar J Joint Venture
Approval Date
12/8/2025
Council Approval Date
11/19/2025
Department
Public Works
Department Project Manager
Zach Brown
Subject / Project Title
Port Gardner Storage Facility – Facility Construction Package Addenda
Tracking Number
0005035
Total Compensation
$0.00
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 34 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Q185 - Please specify if the screen manufacture will need supply a PE stamp for the <br />certified hydraulic head loss calculations and frame and screen structural calculations <br />under 46 21 13, 1.05, A., 8., or any other portions of the project. <br />The calculations must be signed by the furnishing Manufacturer, but do not <br />require a PE stamp. Refer to the specifications for calculations requiring a PE <br />stamp. <br />Q186 - Please specify if the screen manufacture will need to provide any bid bond, <br />payment bonds, performance bonds, etc. <br />Contractor requirements for bonding is described the Contract Documents. <br />Q187 - Regardless of whether or not the Owner or the Contractor is responsible for <br />third-party testing required in spec section 030100, we assume these costs will fall <br />under Bid Item #30, Allowance for Concrete Repairs (Force Account). Please confirm. <br />Third party testing will be completed by the Owner's Representative who will bear <br />the costs under a separate contract. <br />Q188 - PVC Conduit Bends Concrete Encased Is the purpose of the spec to include <br />PVC coated conduit elbows in the duct back less than 90 degrees? Section 26 05 03 <br />3.02 asks for 90 degree elbows emerging from the earth or concrete duct bank to be <br />PVC coated so I’m assuming that PVC schedule 40 45 degree elbows would be <br />acceptable If encased in concrete. <br />Section 26 05 33-3.02.B.2.q is specific to requirements for conduit stub-ups <br />emerging from concrete/masonry/earth. The 90-degree elbow that emerges needs <br />to be PVC-coated rigid steel conduit. For conduits that remain fully encased in <br />concrete ductbank (not emerging), PVC Schedule 40 raceway and fittings are <br />permitted. <br />Q189- Please provide specifications for the davit bases per sheet 248. <br />Davit bases shall be provided for fall protection per 05 50 00. <br />Q190 - Where does detail C/CD-10-7005 apply? <br />This detail applies at the locations indicated in Exhibit A of Specification 40 05 <br />07.14. See Keynote 24. <br />Q191 - Drawing 332 makes it look like the 30” CS between CSVT 30-01 and the <br />flushing sump is new. Drawing 119 shows it as existing. Please clarify if new or existing. <br />The 30" CS between CSVT 30-01 and the flushing sump is new. The pipe is not <br />shown on Sheet No. 119, but is shown as new on Drawing C-10-1303.
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