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Rodarte Construction Inc Everett Station Parking Expansion
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Rodarte Construction Inc Everett Station Parking Expansion
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Entry Properties
Last modified
10/18/2019 3:08:45 PM
Creation date
10/18/2019 2:55:35 PM
Metadata
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Contracts
Contractor's Name
Rodarte Construction Inc
Approval Date
10/4/2019
Council Approval Date
9/18/2019
Department
Transportation Services
Department Project Manager
Vince Bruscas
Subject / Project Title
Everett Station Parking Expansion
Public Works WO Number
1807-018
Total Compensation
$1,026,969.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
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I <br /> 1 <br /> 2 2. Chips shall be disposed outside of sensitive areas, and in areas that aren't in conflict <br /> 3 with permanent Work. I <br /> 4 <br /> 5 Section 2-02, Removal of Structures and Obstructions <br /> 6 April 2, 2018 1 <br /> 7 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters <br /> 8 In item number 3 of the first paragraph, the second sentence is revised to read: <br /> 9 <br /> 10 For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 18 <br /> 11 inches from and parallel to the initial saw cut is also required, unless the Engineer allows <br /> 12 otherwise. <br /> 13 <br /> 14 Section 2-03, Roadway Excavation and Embankment <br /> 15 April 1, 2019 1 <br /> 16 2-03.3(14)F Displacement of Unsuitable Foundation Materials <br /> 17 This section, including title, is revised to read: <br /> 18 <br /> 19 2-03.3(14)F Vacant <br /> 20 <br /> 21 Section 2-09, Structure Excavation <br /> 22 April 1, 2019 <br /> 23 2-09.2 Materials I <br /> 24 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland <br /> 25 Cement Concrete" are revised to read: <br /> 26 1 27 Cement 9-01 <br /> 28 Fine Aggregate for Concrete 9-03.1(2) <br /> 29 <br /> 30 2-09.3(3)B Excavation Using Open Pits — Extra Excavation <br /> 31 The last two paragraphs are deleted and replaced with the following: <br /> 32 1 33 The excavation height (Ht) shall be calculated within a vertical plane as the difference <br /> 34 between the lowest elevation in the excavation and the highest elevation of the ground <br /> 35 surface immediately adjacent to the excavation. Pavement thickness and other surface <br /> 36 treatments existing at the time of the excavation shall be included in the height calculation. <br /> 37 <br /> 38 Submittals and Design Requirements <br /> 39 Excavations 4-feet and less in height do not require design and submittals. The Contractor <br /> 40 shall provide a safe work environment and shall execute the work in a manner that does <br /> 41 not damage adjacent pavements, utilities, or structures. If the Engineer determines the <br /> 42 Contractor's work may potentially affect adjacent traffic, pavements, utilities, or structures, <br /> 43 the Engineer may request a Type 1 Working Drawing from the Contractor. The Contractor <br /> 44 shall explain in the Type 1 Working Drawing how the Engineer's concerns will be <br /> 45 addressed, why infrastructure will not be damaged by the work, and how worker safety will <br /> 46 be preserved. <br /> 47 <br /> City of Everett Page AM-12 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> 1 <br />
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