My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1014 CALIFORNIA ST 2016-01-01 MF Import
>
Address Records
>
CALIFORNIA ST
>
1014
>
1014 CALIFORNIA ST 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/24/2017 7:09:27 PM
Creation date
1/24/2017 7:09:05 PM
Metadata
Fields
Template:
Address Document
Street Name
CALIFORNIA ST
Street Number
1014
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
61
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
! <br /> . ; <br /> OIVISION 2, SITE CONSTRUCTION I <br /> 02300 EARTHWORK <br /> PART 1 —GENERAL <br /> 1.01 DESCRIPTION <br /> A. Thfs work includes general site grading for the demolition of the existing structures, the <br /> Installation of erosion control facilitfes, and site stabilization and protecUon facilities. <br /> 1.02 STANDARD SPECIFICATIONS <br /> � <br /> A. All work to be performed and materiais to be used shall be in accordance with the 2000 <br /> Standard Specfficalions and Standard Plans tor Road, Bridge, and Municipal <br /> Construction, as published by the Washington State Department of Transportetion; and <br /> the Ciry of Everett Design and Construction Standards and Specifications far <br /> Development, unless othervvise tndicated herein. <br /> B. The Contractor shall have one copy of both the City of Everett Design and Constructfon <br /> Standards and Specifications for Development and the WSDOT Standard Speciflcations <br /> at the job sitq. <br /> C. The Standard SpeciBcations apply only to perfortnance and materials and how they are <br /> to be incorporated Into the work. The IegaVcontredual relationship sedions and the <br /> measurement and payment sections da not apply to this document, unless othervvise <br /> noted. <br /> 1.03 QUALITY ASSURANCE <br /> A. Soil Testing: Refer to the General Conditlons for sofl testing requirements. <br /> 1.04 EXISTING CONDITIONS <br /> A. Site Information: SubsuAace conditions were invesdgated by Klelnfelder, Inc. Thslr <br /> report, other geotechnical addenda, and any other available data may be reviewed by <br /> contacting lhe Owner prior to submission of bid. <br /> PART2 -PRODUCTS <br /> 2.01 STRUCTURAL FILL <br /> A. Shall be on-site or Imported uniformly graded granular material free of organ(cs and <br /> debris. Maximum particle size 4 inches and no more than 5 percent flnes (material <br /> passing No. 200 sieve). <br /> June 11, 2001 02300 - 1 <br /> l4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.