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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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1 <br /> I1 9-29.1(10) Pull Tape <br /> 2 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a minimum <br /> 3 width of/2-inch and a minimum tensile strength of 500 pounds. Pull tape may have <br /> I 4 measurement marks. • <br /> 5 <br /> 6 9-29.1(11) Foam Conduit Sealant <br /> I7 Foam conduit sealant shall be self-expanding waterproof foam designed to prevent both <br /> 8 water and pest intrusion. The foam shall be designed for use in and around electrical <br /> 9 equipment, including both insulated and bare conductors. <br /> I10 <br /> 11 9-29.2(1) Junction Boxes <br /> 12 The first paragraph is revised to read: <br /> I13 <br /> 14 For the purposes of this Specification concrete is defined as portland cement or blended <br /> 15 hydraulic cement concrete and non-concrete is all others. <br /> I16 <br /> 17 9-29.2(1)A2 Non-Concrete Junction Boxes <br /> 18 The first paragraph is revised to read: <br /> I19 <br /> 20 Material for the non-concrete junction boxes shall be of a quality that will provide for a <br /> 21 similar life expectancy as portland cement or blended hydraulic cement concrete in a direct <br /> 22 burial application. <br /> III 23 <br /> 24 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes <br /> I25 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: <br /> 26 <br /> Slip Resistant Lid ASTM A36 steel <br /> ' Frame ASTM A36 steel <br /> Slip Resistant Frame ASTM A36 steel <br /> 27 <br /> 28 9-29.3(2)A1 Single Conductor Current Carrying <br /> I29 This second sentence is revised to read: <br /> 30 <br /> 31 Insulation shall be XLP (cross-linked polyethylene) or EPR (Ethylene Propylene Rubber), <br /> 32 Type USE (Underground Service Entrance) or USE-2, and rated for 600-volts or higher. <br /> 33 <br /> 34 9-29.6 Light and Signal Standards <br /> I35 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> 36 <br /> 37 Item number 2 of the last paragraph is revised to read: <br /> III 38 <br /> • 39 2. The steel light and signal standard fabricator's shop drawing submittal, including <br /> 40 supporting design calculations, submitted as a Type 2E Working Drawing in <br /> 41 accordance with Section 8-20.2(1) and the Special Provisions. <br /> 42 <br /> 43 9-29.6(1) Steel Light and Signal Standards <br /> I44 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> 45 <br /> 46 The first sentence of the last paragraph is revised to read: <br /> ' 47 <br /> City of Everett Page AM-105 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />
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