My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
KLB Construction Inc 11/20/2018
>
Contracts
>
Capital Contract
>
KLB Construction Inc 11/20/2018
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2019 10:44:01 AM
Creation date
11/29/2018 10:44:05 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
KLB Construction Inc
Approval Date
11/20/2018
Council Approval Date
10/24/2018
Department
Public Works
Department Project Manager
Heather Griffin
Subject / Project Title
Wes Marine View Drive Utilities
Public Works WO Number
UP3588
Tracking Number
0001487
Total Compensation
$1,379,227.25
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
KLB CONSTRUCTION INC. 6/12/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
783
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
1 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of <br /> 2 Section 5-05. <br /> I 3 <br /> 4 8-07.AP8 <br /> 5 Section 8-07, Curbs, Gutters, and Spillways <br /> I6 April 2, 2018 <br /> 7 8-07.3(1) Installing Curbs <br /> I 8 The first sentence of the first paragraph is revised to read: <br /> 9 <br /> 10 The curb shall be firmly bedded for its entire length and breadth on a mortar bed <br /> Ii 1 <br /> 12 conforming to Section 9-20.4(3) composed of one part Portland cement or blended <br /> hydraulic cement and two parts sand. <br /> 13 <br /> I 14 The fourth paragraph is revised to read: <br /> 15 <br /> 16 All joints between adjacent pieces of curb except joints for expansion and/or drainage <br /> 17 as designated by the Engineer shall be filled with mortar composed of one part Portland <br /> 18 cement or blended hydraulic cement and two parts sand. <br /> 19 <br /> 20 8-11.AP8 <br /> I21 Section 8-11, Guardrail <br /> 22 April 2, 2018 <br /> I 23 8-11.3(1)C Terminal and Anchor Installation <br /> 24 The first sentence of the second to last paragraph is revised to read: <br /> 25 <br /> I 26 Assembly and installation of Beam Guardrail Non-flared Terminals for Type 31 guardrail <br /> 27 shall be supervised at all times by a manufacturer's representative, or an installer who <br /> 28 has been trained and certified by the manufacturer. <br /> I 29 <br /> 30 The last paragraph is revised to read: <br /> 31 <br /> I 32 Beam Guardrail Non-flared Terminals for Type 31 guardrail shall meet the crash test <br /> 33 and evaluation criteria in the Manual for Assessing Safety Hardware (MASH). <br /> 34 <br /> I 35 8-11.4 Measurement <br /> 36 The third paragraph is revised to read: <br /> 37 <br /> 111 38 Measurement of beam guardrail terminal will be per each for the <br /> 39 completed terminal. <br /> 40 <br /> 41 The fourth paragraph is revised to read: <br /> I 42 <br /> 43 Measurement of beam guardrail Type 31 buried terminal Type 2 will be per linear foot <br /> 44 for the completed terminal. <br /> I 45 <br /> 46 8-11.5 Payment <br /> 47 The Bid item "Beam Guardrail Buried Terminal Type 1", per each is deleted from this <br /> I 48 section. <br /> 49 <br /> 1 WEST MARINE VIEW DRIVE UTILITIES PAGE 42 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> I <br /> WSDOT AMENDMENTS Rev 4/2/18 <br />
The URL can be used to link to this page
Your browser does not support the video tag.