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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
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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 <br /> 2 3. Fittings shall be factory welded, injection molded, or PVC. <br /> I <br /> 3 <br /> 4 9-05.24(2) Polypropylene Sanitary Sewer Pipe <br /> 5 This section is revised to read: <br /> 16 <br /> 7 Polypropylene sanitary sewer pipe shall conform to the following requirements: <br /> 8 <br /> 9 1. For pipe sizes up to 60 inches: ASTM F2764. <br /> II10 <br /> 11 2. Fittings shall be factory welded, injection molded, or PVC. <br /> 12 <br /> I13 Section 9-06, Structural Steel and Related Materials <br /> 14 January 7, 2019 <br /> 15 9-06.5 Bolts <br /> I16 This section's title is revised to read: <br /> 17 <br /> 18 Bolts and Rods <br /> I19 <br /> 20 9-06.5(4) Anchor Bolts <br /> 21 This section, including title, is revised to read: <br /> I22 <br /> 23 9-06.5(4) Anchor Bolts and Anchor Rods <br /> 24 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless <br /> I25 otherwise specified, shall be Grade 105 and shall conform to Supplemental Requirements <br /> 26 S2, S3, and S4. <br /> 27 <br /> 28 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to <br /> I29 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts <br /> 30 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, Grade <br /> 31 2H, and shall conform to the overtapping, lubrication, and rotational testing requirements in <br /> I32 Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or galvanized anchor bolts <br /> 33 and anchor rods shall conform to ASTM A563, Grade A or DH. Washers shall conform to <br /> 34 ASTM F436. <br /> I35 <br /> 36 The bolts and rods shall be tested by the manufacturer in accordance with the <br /> 37 requirements of the pertinent Specification and as specified in these Specifications. Anchor <br /> I38 bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the project site. <br /> 39 The Contractor shall submit to the Engineer for acceptance a Manufacturer's Certificate of <br /> 40 Compliance for the anchor bolts, anchor rods, nuts, and washers, as defined in Section 1- <br /> 41 06.3. If the Engineer deems it appropriate, the Contractor shall provide a sample of the <br /> I42 anchor bolt, anchor rod, nut, and washer for testing. <br /> 43 <br /> 44 All bolts, rods, nuts, and washers shall be marked and identified as required in the pertinent <br /> I45 Specification. <br /> 46 <br /> 47 9-06.15 Welded Shear Connectors <br /> I48 The third paragraph is revised to read: <br /> 49 <br /> 50 Mechanical properties shall be determined in accordance with AASHTO T 244. <br /> City of Everett Page AM-91 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />
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