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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 Rev. 9, Sheets 1, 2 and 3 <br /> I 2 <br /> 3 Type CCTV Type CCTV camera pole standards shall conform to one of the <br /> 4 following pre-approved Plans: <br /> 5 <br /> I 6 Fabricator Drawing No. <br /> 7 Valmont Industries, Inc. DB 00759 Rev. L <br /> 8 <br /> I 9 Ameron Pole Product Div. W6CCTV1 Rev F & <br /> 10 W6CCTV2 Rev A <br /> 11 <br /> I 12 West Coast Engineering Group AP-WSDOT-CP-01-Rev. 3 <br /> 13 <br /> 14 Union Metal Corporation Drawing No. P33-B318, R11.1, <br /> I 15 Sheets 1, 2 of 2 <br /> 16 Union Metal Corporation Drawing No. P33-B323, Rev. 3 <br /> 17 Sheets 1, 2 of 2 <br /> I 18 <br /> 19 Northwest Signal Supply,Inc. Drawing No. NWS 3545 (For <br /> 20 Type CCTV) Rev. 1 <br /> 21 KW Industries Drawing No. 10-200-CAM-1 <br /> I22 Rev. 8, Sheets 1 and 2 <br /> 23 <br /> 24 <br /> 111 25 Type II Characteristics: <br /> 26 <br /> 27 Luminaire mounting height N.A. <br /> I 28 Luminaire arms N.A. <br /> 29 Luminaire arm length N.A. <br /> 30 Signal arms One Only <br /> I 31 <br /> 32 Type II standards shall conform to one of the following pre- <br /> 33 approved plans, provided all other requirements noted herein <br /> I 34 have been satisfied. Maximum (x) (y) (z) signal arm loadings in <br /> 35 cubic feet are noted after fabricator. <br /> 36 <br /> 37 Signal Arm <br /> I 38 Length (max) Fabricator-(x) (y) (z) Drawing No. <br /> 39 <br /> 40 65 ft. Valmont Ind. Inc.-(2894) DB00625-Rev.R, <br /> I 41 Shts. 1, 2,3 & 4 <br /> 42 <br /> 43 65 ft. Union Metal Corp. (2900) 71026-B86 Rev. R11, <br /> I <br /> 44 Shts. 1, 2, & 3 of 3 <br /> 45 <br /> 46 65 ft. Ameron Pole-(2900) W3724-1 Rev. J & <br /> I 47 Prod. Div. W3724-2 Rev.G <br /> 48 <br /> 49 65 ft. Northwest Signal-(2802) NWS 3500 Rev. 4 <br /> I 50 Supply Inc. or NWS 3500B <br /> 51 Rev. 4 <br /> l 41s`STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-123 February 10,2016 <br />
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