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R L Alia Company 12/7/2020
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R L Alia Company 12/7/2020
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Last modified
5/14/2021 1:38:29 PM
Creation date
12/9/2020 12:33:15 PM
Metadata
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Contracts
Contractor's Name
R L Alia Company
Approval Date
12/7/2020
Council Approval Date
11/10/2020
Department
Public Works
Department Project Manager
Tom Fuchs
Subject / Project Title
Jackson Park Area Stormwater
Public Works WO Number
UP3703
Tracking Number
0002555
Total Compensation
$12,326,000.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
R.L. Alia Company 5/4/2021 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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CITY OF EVERETT SPECIAL PROVISIONS <br /> Payment for Bid items of Work completed pursuant to the Contract Documents will be <br /> as described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT <br /> AND PAYMENT of the Standard Specifications. <br /> 8-04 CURBS, GUTTERS AND SPILLWAYS <br /> 8-04.1 Description <br /> Revise the first paragraph in 8-04.1 to read as follows: <br /> This work shall consist of construction of cement concrete curbs, curbs and gutters, <br /> gutters, and HMA asphalt Curbs in accordance with 8-04 of the Standard Specifications <br /> and as modified in these Special Provisions conforming to the Plans and COE Standard <br /> Drawings. <br /> 8-04.2 Materials <br /> Supplement 8-04.2 by adding the following: <br /> Liquid Membrane-Forming Concrete 9-23.2 Special Provisions <br /> Curing Compounds <br /> Chemical Admixtures for Concrete 9-23.6 Special Provisions <br /> 8-04.3 Construction Requirements <br /> 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways <br /> Supplement 8-04.3(1) by adding the following: <br /> Provide steel forms on tangent sections and wooden forms for curved sections and <br /> radii. <br /> Provide 1/2—inch premolded filler in lieu of 3/8-inch premolded filler for through- <br /> expansion Provide through expansion joint at maximum 30-foot intervals. <br /> Provide through expansion joint at each end of driveway. <br /> Compact the subbase for curb and gutter sections to 95-percent maximum density <br /> at optimum moisture content before placing the curb and gutter. <br /> The top surface of the finished concrete shall not deviate more than 1/8-inch as <br /> measured using a 10-foot straight edge. <br /> The curb alignment shall not vary more than 1/4-inch as measured using a 10-foot <br /> straight edge. <br /> Depress the cement concrete curb at locations shown on the Plans, or as directed <br /> by the Engineer, for concrete curb ramps and driveways, in accordance with COE <br /> Standard Drawings No., 315, 316, 317, 318, 319, 320, 321 and 322. <br /> Construct cement concrete curbs where shown on the Plans, or as directed by the <br /> Engineer, in accordance with COE Standard Drawing Nos. 307 308 and 309. <br /> Construct storm drainage frames and grates into cement concrete curb and gutter <br /> at locations shown on the Plans in accordance with COE Standard Drawings Nos. <br /> 407 and 412. <br /> After finishing, spray cement concrete curb, gutters and spillways using transparent <br /> curing compound in accordance with 5-05.3(13)A of the Standard Specifications. <br /> 8-04.3(1)A Extruded Cement Concrete Curb <br /> Supplement 8-04.3(1)A by adding the following: <br /> Construct extruded cement concrete curb where shown on the Plans and in <br /> accordance with COE Standard Drawing No. 309. <br /> 8-04.3(2) Extruded Asphalt Concrete Curbs, and Gutters <br /> Supplement 8-04.3(2) by adding the following: <br /> Jackson Park Area Stormwater Separation September 2020 <br /> WO No. -UP3703 Division 8—MISC CONSTRUCTION <br /> SP-171 <br />
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