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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 After the requirements for curing have been met, the entire overlaid surface shall be <br /> 2 sounded by the Contractor, in a manner accepted by and in the presence of the Engineer, <br /> 3 to ensure total bond of the concrete to the bridge deck. <br /> 4 • <br /> 5 The last sentence of the first paragraph is deleted. <br /> I6 <br /> 7 The second paragraph is deleted. <br /> 8 <br /> 9 6-10.AP6 <br /> I10 Section 6-10, Concrete Barrier <br /> 11 August 6, 2018 <br /> 12 6-10.2 Materials <br /> 1 13 In the first paragraph, the reference to "Portland Cement" is revised to read: <br /> 14 <br /> 15 Cement 9-01 <br /> I16 <br /> 17 6-10.3(6) Placing Concrete Barrier <br /> 18 The first two sentences of the first paragraph are revised to read: <br /> I19 <br /> 20 Precast concrete barriers Type 2, Type 4, Type F, precast single slope barrier, and <br /> 21 transitions shall rest on a paved foundation shaped to a uniform grade and section. The <br /> 22 foundation surface for precast concrete barriers Type 2, Type 4, Type F, precast single <br /> 23 slope barrier, and transitions shall meet this test for uniformity: When a 10-foot straightedge <br /> 24 is placed on the surface parallel to the centerline for the barrier, the surface shall not vary <br /> I25 more than 1/4 inch from the lower edge of the straightedge. <br /> 26 <br /> 27 Section 6-11, Reinforced Concrete Walls <br /> I28 April 2, 2018 <br /> 29 6-11.2 Materials <br /> 30 In the first paragraph, the reference to `Aggregates for Portland Cement Concrete" is revised to <br /> 1 31 read: <br /> 32 <br /> 33 Aggregates for Concrete 9-03.1 <br /> 34 <br /> 1 35 Section 6-12, Noise Barrier Walls <br /> 36 August 6, 2018 <br /> 37 6-12.2 Materials <br /> I38 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised to <br /> 39 read: <br /> 40 <br /> I41 Aggregates for Concrete 9-03.1 <br /> 42 <br /> 43 The first paragraph is supplemented with the following new material reference: <br /> I44 <br /> 45 Noise Barrier Wail Access Door 9-06.17 <br /> 46 <br /> 47 6-12.3(9) Access Doors and Concrete Landing Pads <br /> II 48 The second paragraph is deleted and replaced with the following: <br /> 49 <br /> City of Everett Page AM-61 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />
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