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Colacurcio Brothers, Inc. 2/26/2025
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Colacurcio Brothers, Inc. 2/26/2025
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Last modified
3/12/2025 4:09:29 PM
Creation date
3/12/2025 3:44:09 PM
Metadata
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Contracts
Contractor's Name
Colacurcio Brothers, Inc.
Approval Date
2/26/2025
Council Approval Date
3/12/2025
End Date
9/9/2025
Department
Transit
Department Project Manager
Brad Chenoweth
Subject / Project Title
Everett Mall Bus Platform
Tracking Number
0004733
Total Compensation
$1,992,715.50
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br /> <br /> <br /> <br /> Division 5 <br />Everett Mall Bus Platform Surface Treatments and Pavements December 2024 <br />WO No – MALLSTN/24462 SP-119 <br />current WSDOT QPL or from one of the processes allowed by this section. Testing of <br />the HMA by the City for mix design approval is not required. <br />For the Bid Item Commercial HMA, select a class of HMA and design level of Equivalent <br />Single Axle Loads (ESAL’s) appropriate for the required use. <br />5-04.2(2)B Using Warm Mix Asphalt Process <br />The Contractor may elect to use additives that reduce the optimum mixing <br />temperature or serve as a compaction aid for producing HMA. Additives include <br />organic additives, chemical additives and foaming processes. The use of Additives <br />is subject to the following: <br />a. Do not use additives that reduce the mixing temperature more than allowed in <br />Section 5-04.3(6) in the production of mixtures. <br />b. Before using additives, obtain the Engineer’s approval using WSDOT Form <br />350-076 to describe the proposed additive and process. <br />5-04.3 Construction Requirements <br />5-04.3(1) Weather Limitations <br />Do not place HMA for wearing course on any Traveled Way beginning October 1st <br />through March 31st of the following year without written concurrence from the Engineer. <br />Do not place HMA on any wet surface, or when the average surface temperatures are <br />less than those specified in Table 1, or when weather conditions otherwise prevent the <br />proper handling or finishing of the HMA. <br />Table 1 - Minimum Surface Temperature for Paving <br />Compacted Thickness (Feet) Wearing Course Other Courses <br />Less than 0.10 ƕ) ƕ) <br />0.10 to .20 ƕ) ƕ) <br />More than 0.20 ƕ) ƕ) <br />5-04.3(2) Paving Under Traffic <br />Apply the requirements of this Section when the Roadway being paved is open to traffic. <br />Keep intersections open to traffic at all times, except; when paving the intersection or <br />paving across the intersection. During such time, and provided that there has been an <br />advance warning to the public, the intersection may be closed for the minimum time <br />required to place and compact the mixture. In hot weather, the Engineer may require <br />the application of water to the pavement to accelerate the finish rolling of the pavement <br />and to shorten the time required before reopening to traffic. <br />Before closing an intersection, place advance warning signs and signs marking the <br />detour or alternate route. <br />During paving operations, maintain temporary pavement markings throughout the <br />project. Install temporary pavement markings on the Roadway prior to opening to traffic. <br />Provide temporary pavement markings in accordance with Section 8-23. <br />Include all costs in connection with performing the Work in accordance with these <br />requirements, except the cost of temporary pavement markings, in the unit Contract <br />prices for the various Bid items involved in the Contract.
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