My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Marshbank Construction 5/9/2016
>
Contracts
>
Capital Contract
>
Marshbank Construction 5/9/2016
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Marshbank Construction
Approval Date
5/9/2016
Council Approval Date
4/16/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
41st St to W Marine View Dr Corridor Imprvts
Public Works WO Number
PW 3472
Tracking Number
0000049
Total Compensation
$2,758,753.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Marshbank Construction 1/25/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
MARSHBANK CONSTRUCTION 3/26/2018 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Marshbank Construction 6/26/2017 Change Order 2
(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.
/
428
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
I <br /> 1 <br /> 1 <br /> I <br /> 2 <br /> 3 Contractor Owned Removals <br /> All removals associated with an electrical system, which are not designated to <br /> 4 remain the property of the Contracting Agency, shall become the property of the <br /> 5 Contractor and shall be removed from the project. All concrete signal poles, <br /> I6 luminaires, and other equipment not listed above shall be the property of the <br /> 7 contractor and removed from the project. <br /> 8 <br /> 1 9 The Contractor shall: <br /> 10 <br /> 11 Remove all wires for discontinued circuits from the conduit system. <br /> I <br /> 12 <br /> 13 Remove elbow sections of abandoned conduit entering junction boxes. <br /> 14 <br /> I 15 Abandoned conduit encountered during excavation shall be removed to the <br /> 16 nearest outlets or as directed by the Engineer. <br /> 17 <br /> I 18 Remove foundations entirely, unless the Plans state otherwise. <br /> 19 <br /> 20 Backfill voids created by removal of foundations and junction boxes. <br /> 21 Backfilling and compaction shall be performed in accordance with Section 2- <br /> ' 22 <br /> 23 09.3(1)E. <br /> 24 <br /> I <br /> 25 041111'03 0011 TAlittiONB,OXRT05 <br /> 26 Junction Boxes, Cable Vaults, and Pull boxes <br /> 27 Section 8-20.3(6) is supplemented with the following: <br /> I <br /> 28 <br /> 29 Standard Duty pull boxes, cable vaults and concrete junction boxes installed in <br /> 30 sidewalks, walkways and shared use paths shall have slip resistant surfaces, be <br /> I <br /> 31 flush with surface and match grade of the sidewalk, walkway and shared use path. <br /> 32 The boxes, vaults and junction boxes shall not be placed in curb ramps, curb ramp <br /> 33 landings, or the gutter areas associated with the curb ramps. Standard Duty non- <br /> I <br /> 34 <br /> 35 concrete junction boxes shall not be installed in sidewalks, walkways or shared use <br /> paths. <br /> 36 <br /> I <br /> 37 <br /> 38 The Contractor shall adjust existing junction box to new grade by adjusting gravel <br /> pad, in accordance to WSDOT Standard Drawings J-40 series and shall be of the <br /> 39 type indicated in the plans. The adjustment operations shall be conducted to <br /> I <br /> 40 <br /> 41 prevent damage to any conduits. All parts or materials damaged as a result of the <br /> Contractor's operations shall be replaced at no expense to the Contracting Agency. <br /> 42 <br /> 43 If the junction box is removed and reset, the patch material used around the <br /> 44 junction box shall be the same as the adjacent pavement. For asphalt concrete <br /> 45 pavement roadways, junction boxes located in the traveled way shall be adjusted <br /> 46 to final grade after final paving in accordance with Section 5-04.3(13). For Portland <br /> I 47 cement concrete pavement roadways, valve boxes shall be adjusted prior to the <br /> 48 surface finish. <br /> 49 <br /> I <br /> I <br /> 41st STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-141 February 10,2016 <br />
The URL can be used to link to this page
Your browser does not support the video tag.