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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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I <br /> I <br /> 1 The submittal shall include the material specifications and details of the foundation and <br /> 2 anchor bolts. <br /> 3 <br /> 4 Foundation Hardware <br /> 5 The first paragraph of Section 9-29.6(5) is revised to read: <br /> 6 <br /> 7 Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to <br /> 8 the requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of <br /> 9 AASHTO M 291, grade A. Washers shall meet the requirements of ASTM F 844 or I <br /> 10 ASTM F 436. <br /> 11 <br /> 12 JN. 8X20:' ` °..6 OP SIG A =S • our{°�.° DS <br /> 13 Traffic Signal Standards <br /> 14 Traffic signal standards shall be furnished and installed in accordance with the <br /> 15 methods and materials noted in the applicable Standard Plans, pre-approved <br /> 16 plans, or special design plans. <br /> 17 <br /> 18 All welds shall comply with the latest AASHTO Standard Specifications for <br /> 111 <br /> 19 Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding <br /> 20 inspection shall comply with Section 6-03.3(25)A Welding Inspection. <br /> 21 I 22 Hardened washers shall be used with all signal arm connecting bolts instead of <br /> 23 lockwashers. All signal arm ASTM A 325 connecting bolts tightening shall comply <br /> 24 with Section 6-03.3(33). <br /> 25 <br /> 26 Traffic signal standard types and applicable characteristics are as follows: <br /> 27 <br /> I <br /> 28 Type PPB Pedestrian push button posts shall conform to Standard Plan J- <br /> 29 20.10 or to one of the following pre-approved plans: <br /> 30 <br /> 31 Fabricator Drawing No. <br /> 32 Northwest Signal NWS 3565 <br /> 33 Supply Inc. <br /> 34 I 35 Valmont Ind. Inc. DB00655 Rev. K <br /> 36 Sheet's 1, 2 & 3 of 3 <br /> 37 <br /> 38 Ameron Pole WA1OTR-1 Rev. F and <br /> 39 Prod. Div. WAPPBPBA Rev. B <br /> 41 <br /> 411 <br /> 42 Union Metal Corp. TA-10035 Rev. R8 <br /> 43 Sht. 1 <br /> 44 <br /> 45 West Coast <br /> 46 Engineering Group WSDOT-PP-01 Rev. 1 <br /> 47 <br /> 48 KW Industries 10-200-PED-1 <br /> 49 Rev. 9, Sheets 1, 2 and 3 <br /> 50 1 <br /> 41st STREET TO WMVD FREIGHT <br /> III <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-114 February 10, 2016 <br />
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