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Krazan & Associates Inc. 4/2/2020
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Krazan & Associates Inc. 4/2/2020
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Last modified
4/20/2020 9:57:13 AM
Creation date
4/20/2020 9:56:36 AM
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Contracts
Contractor's Name
Krazan & Associates Inc.
Approval Date
4/2/2020
End Date
12/31/2020
Department
Public Works
Department Project Manager
Richard Hefti
Subject / Project Title
Geotechnical Investigation Water Main Repl V
Public Works WO Number
UP3730
Tracking Number
0002281
Total Compensation
$21,417.44
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
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Exhibit A-1 <br /> KRAZAN&ASSOCIATES, INC. UP3730 <br /> Proposal No. G20165WAL <br /> Everett Water Main Replacement"V" <br /> Everett,WA <br /> March 13,2020 <br /> Page 2 <br /> SCOPE OF SERVICES <br /> Our geotechnical services will be performed in general accordance with the scope of services as presented <br /> in Exhibit A-1. Below is a summary of the services to be provided: <br /> 1. Review Previous Geologic and Subsurface Information <br /> A. Review available subsurface information, existing construction data and other <br /> available geotechnical reports for the site vicinity. <br /> 2. Plan the Exploration Program and Obtain Permits <br /> A. Exploration Program: <br /> i. The water main alignments are all in an area mapped as glacially compacted <br /> soils. We plan to explore the site with approximately thirteen (13) <br /> geotechnical borings: <br /> • Three soil borings in Olympic Blvd. from Mukilteo Blvd. to <br /> Ridgemont Dr. One of the borings would be located near a <br /> culvert to determine structural fill characteristics in that area; <br /> • Three soil borings in Ridgemont Dr. from Olympic Blvd. to <br /> 4428 Ridgemont Dr; <br /> • Four soil borings in Pine St.from Hewitt Ave.to 25th St; <br /> • Three soil borings in Wetmore Ave. from 10th St.to 7th St. <br /> ii. The borings will primarily be located within the paved surface to allow <br /> measurement and documentation of the pavement type and thickness. The <br /> boring locations have been chosen to minimize interference with traffic flow <br /> at the intersections and to provide representative samples of the subsurface <br /> conditions. The borings will likely extend to depths of approximately 9.0 <br /> feet depending on soil conditions. <br /> B. Submittals: We plan to submit traffic control plans, right-of-way permit <br /> applications and boring locations to the City of Everett for review. We plan to <br /> provide the City with the drilling times and dates with a minimum of 48 hours notice <br /> to allow for the posting of no parking signage. <br /> 3. Field Exploration and Laboratory Testing <br /> A. Site Visit to Clear Boring Locations: We will plan a visit to the project site prior to <br /> the explorations to mark the proposed soil boring locations for the underground <br /> utility locates. The public utility locate service will then be notified of our planned <br /> explorations. We plan to subcontract a private utility locate company to determine if <br /> subsurface utilities are near the soil boring locations. After the boring locations are <br /> Krazan&Associates,Inc. <br /> Offices Serving The Western United States <br />
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