My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
AIA 101 Agreement 08302024
>
Meetings
>
2024
>
09. September
>
2024-09-03 10:00 AM - Commissioners' Agenda
>
AIA 101 Agreement 08302024
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/3/2024 9:02:50 AM
Creation date
9/3/2024 8:43:00 AM
Metadata
Fields
Template:
Meeting
Date
9/3/2024
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve a Contract with Belsaas & Smith Construction for the Lower Valley Transfer Station
Notes
Lower Valley TS Contract signed by contractor
Order
11
Placement
Consent Agenda
Row ID
121755
Type
Contract
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
190
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).
View images
View plain text
directly to the adjacent channel. <br />Proposed dewatering BMPs must <br />conform to the Washinton State <br />Ecology design standards and shall be <br />submitted to the engineer for approval <br />prior to dewatering activities. <br />1.16 <br />Pre -Bid Agenda, <br />-- <br />The Pre -Bid agenda, presentation, and <br />Presentation, and Sign- <br />sign -in sheet are added to Addendum <br />In Sheet. <br />No. 1. <br />1.17 <br />Earthwork Notes <br />Sheet G5 <br />Sheet G5 - Earthwork Notes #1, add the <br />following statement: <br />Estimated removal depth is based on <br />available geotechnical data and may <br />change depending on field conditions. <br />Contractor shall install geotextile fabric <br />at the bottom of all unsuitable soil <br />excavations. Contractor shall excavate <br />material at a maximum slope of <br />1.5H:1.OV for all unsuitable soil <br />excavations. <br />1.18 <br />Geomembrane Liner — <br />022100 <br />Add new technical specification section <br />Leak Location Survey <br />02 2100 to the project documents <br />requiring leak location survey for both <br />the primary and secondary <br />geomembrane liners at the compost <br />leachate pond. <br />1.19 <br />Revised Sheet C3 <br />Sheet C3 <br />Revised Sheet C3 showing the 4-inch <br />and 7-inch asphalt paved surfaces is <br />added to Addendum No. 1. <br />END OF ADDENDUM NO. 1 <br />Page 4 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.