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Jansen Inc 6/10/2019
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Jansen Inc 6/10/2019
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Entry Properties
Last modified
1/25/2021 10:31:13 AM
Creation date
7/9/2019 11:12:22 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Jansen Inc
Approval Date
6/10/2019
Council Approval Date
5/29/2019
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Downtown Streetscape Improvement
Public Works WO Number
PW3553 PW3640 UP3648
Tracking Number
0001861
Total Compensation
$9,577,841.02
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Jansen Inc 11/6/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc 12/21/2019 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc 3/20/2020 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc. 1/16/2021 Change Order 4
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Franchise
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I1 Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have an <br /> 2 interrupting capacity of not less than 14,000 amperes. <br /> I3 <br /> •4 Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, mercury • <br /> 5 vapor, metal halide, and fluorescent) lamp loads. Contactors for 120/240/277 volt circuits <br /> I6 shall be rated at 240 volts maximum line to line voltage, or 277 volts maximum line to <br /> 7 neutral voltage, as applicable. Contactors for 480 volt circuits shall be rated at 480 volt <br /> 8 maximum line to line voltage. <br /> 9 <br /> 10 9-33.AP9 <br /> 11 Section 9-33, Construction Geosynthetic <br /> 12 August 6, 2018 <br /> I13 9-33.4(1) Geosynthetic Material Approval <br /> 14 The second sentence of the first paragraph is revised to read: <br /> 15 <br /> I16 If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer's <br /> 17 Certificate of Compliance including Certified Test Reports of each proposed geosynthetic <br /> 18 shall be submitted to the State Materials Laboratory in Tumwater for evaluation. <br /> I19 <br /> 20 The last paragraph is revised to read: <br /> 21 <br /> 22 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, reinforced <br /> 111 23 slopes, reinforced embankments, and other geosynthetic reinforcement applications require <br /> 24 proof of compliance with the National Transportation Product Evaluation Program (NTPEP) <br /> I25 in accordance with AASHTO Standard Practice R 69, Standard Practice for Determination <br /> 26 of Long-Term Strength for Geosynthetic Reinforcement. <br /> 27 <br /> 28 Section 9-34, Pavement Marking Material <br /> I29 January 7, 2019 <br /> 30 9-34.2(2) Color <br /> 31 The first sentence is revised to read: <br /> I32 <br /> 33 Paint draw-downs shall be prepared according to ASTM D823. <br /> 34 <br /> I35 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". <br /> 36 <br /> 37 9-34.2(3) Prohibited Materials <br /> I38 This section is revised to read: <br /> 39 <br /> 40 Traffic paint shall not contain mercury, lead, chromium, diarylide pigments, toluene, <br /> I <br /> 41 chlorinated solvents, hydrolysable chlorine derivatives, ethylene-based glycol ethers and <br /> 42 their acetates, nor any other EPA hazardous waste material over the regulatory levels in <br /> 43 accordance with CFR 40 Part 261.24. <br /> I44 <br /> 45 9-34.2(5) Low OC Waterborne Paint <br /> 46 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2". <br /> I 47 <br /> 48 The heading "High-Build Waterborne Paint" is supplemented with "Type 4". <br /> 49 <br /> ' 50 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". <br /> City of Everett Page AM-111 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />
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