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Marshbank Construction 5/9/2016
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Marshbank Construction 5/9/2016
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Entry Properties
Last modified
5/4/2018 9:23:23 AM
Creation date
5/20/2016 10:28:35 AM
Metadata
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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
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1 <br /> I <br /> 1 Rigid Metal Conduit Fittings and Appurtenances <br /> 2 Section 9-29.1(2) is supplemented with the following: <br /> 3 <br /> 4 Conduit Coatings <br /> 5 Electroplated couplings are not allowed. <br /> 6 <br /> 7 Surface Mounting Conduit Attachment Components <br /> 8 Channel supports and all fastening hardware components shall be Type 304 <br /> 9 stainless steel. Conduit clamps shall be one piece, two bolt units with lock I <br /> 10 washers. <br /> 11 <br /> 12 Non-Metallic Conduit <br /> 13 Section 9-29.1(4) is supplemented with the following: <br /> 14 <br /> 15 PVC conduit shall be either Schedule 40 or Schedule 80, as indicated on the plans. <br /> 16 Schedule 80 shall be required for all street crossings and for the bottom 10' of pole <br /> 17 risers. Bell end bushings shall be installed on all conduit ends. Conduit runs, <br /> 18 without innerduct, installed using directional boring method shall be Schedule 80 <br /> 19 high density polyethylene (HDPE) if the runs enter/cross the traveled way or <br /> 20 shoulder, and Schedule 40 HPDE for runs that do not enter or cross the traveled <br /> 21 way or shoulder. <br /> 22 <br /> 23 <br /> 24 C�V820,2" 9 9? ]unctionB�ox:RT <br /> 25 <br /> 26 Junction Boxes, Cable Vaults, and Pull Boxes <br /> 27 Section 9-29.2 is supplemented with the following: <br /> 28 <br /> 29 All junction boxes shall conform to the details shown on the WSDOT Standard <br /> 30 Drawings J-40 series, City of Everett Standard Drawing 805, and shall be of the <br /> 31 type indicated in the plans. All junction box lids and frames shall be galvanized <br /> 32 and those installed within sidewalk areas shall be slip-resistant. All junction boxes <br /> 33 shall have base sections as shown in City of Everett Standard Drawing 805. All <br /> 34 junction boxes to be located in the street or shoulder area shall be heavy duty <br /> 35 junction boxes as detailed in Standard Plan 1-40.20 and described in Section 9- <br /> 36 29.2(1)B. <br /> 37 <br /> 38 Vaults shall be as indicated on the drawings shall be 233-LA, 444-LA and 504-LA, <br /> 39 or approved equivalent. Lids for the vaults shall be 23-2436P, 44-332P and 55- <br /> 40 332P, respectively and shall be slip-resistant. <br /> 41 1 <br /> 42 <br /> 43 '.107007.7&:,:- 2 AC-01, <br /> 44 Standard Duty Junction Boxes I <br /> 45 Section 9-29.2(1)A is supplemented with the following: <br /> 46 <br /> I <br /> 415t STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-100 February 10,2016 <br />
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