My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Absher/Stellar J Joint Venture 12/8/2025 (3)
>
Contracts
>
Capital Contract
>
Capital Construction Contracts and Change Orders
>
Absher/Stellar J Joint Venture 12/8/2025 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/9/2025 4:01:59 PM
Creation date
12/9/2025 3:59:50 PM
Metadata
Fields
Template:
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
99
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View images
View plain text
Port Gardner Storage Facility Volume 7 Attachment O <br /> Page 9 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Q41 – Drawing S-70-3010, Detail D. There are no Division 04 specifications. Please provide <br />or include details of this minor masonry work. <br />See Drawings S-00-0001 and S-00-0004 for masonry specifications. <br />Q42 – Drawing S-70-3012, Details 1, 3 and 4. What is the embed depth of these #6 <br />dowels? Confirm it is 5 only at each of these columns’ base pedestal. <br />Provide 10" min embed per Standard Detail S38001. Acceptable to reduce to 9" if <br />concrete depth limits embed. See plans for number of dowels. <br />Q43 – Drawing S-70-3012, Detail A. How many #6 Hooked Dowels are needed and to what <br />embed depth? <br />Plan shows 12 adhesive dowels and 6 vertical #6 that cannot be embedded <br />because they're over the grade beam. See previous question for embed depth. <br />Q44 – Please confirm a mutual waiver of consequential damages, as listed, will be inserted into <br />the final contract documents stating: “In no event shall any Indemnified Party or the Contractor <br />be liable to the other for any indirect, special or consequential damages (including, but not <br />limited to, loss of profits, interest, earnings or loss of use) whether arising in contract, tort or <br />otherwise.” <br />The City will not include such a provision. <br />Q45 – Please provide a reasonable cap for liquidated damages and confirm that they are the <br />“sole and exclusive” remedy for delay. <br />The City will not revise the liquidated damages provision. <br />Q46 – Please confirm that the City is the generator of all pre-existing hazardous material and <br />will sign transportation manifests for abatement. <br />The City is not the generator as the pre-existing hazardous material predates City <br />ownership. However, the City as the present owner will sign as “generator” for <br />the limited purpose of transportation manifests. <br />Q47 – Please confirm that the City will indemnify the Contractor for any loss, cost, expense, or <br />fine related to any pre-existing hazardous material. <br />The City will not provide such an indemnity. However, see answer to question 45. <br />Also, the City will issue change orders as necessary in accordance with the <br />Contract Documents and applicable law.
The URL can be used to link to this page
Your browser does not support the video tag.