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David Evans and Associates Inc. 6/23/2021 Amendment 2
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David Evans and Associates Inc. 6/23/2021 Amendment 2
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Entry Properties
Last modified
7/9/2021 3:18:08 PM
Creation date
7/9/2021 3:17:48 PM
Metadata
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Contracts
Contractor's Name
David Evans and Associates Inc.
Approval Date
6/23/2021
Council Approval Date
6/16/2021
End Date
12/31/2022
Department
Public Works
Department Project Manager
Dave Voigt
Subject / Project Title
Planning/Design services sewer facilities
Public Works WO Number
UP3734
Amendment/Change Order
Amendment
Amendment/Change Order Number
2
Tracking Number
0002331
Total Compensation
$330,000.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
CHS Engineers LLC 5/4/2020
(Amendment)
Path:
\Records\City Clerk\Contracts\6 Years Then Destroy\2021
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EXHIBIT A-1 <br /> City of Everett <br /> Lift Station #15 and Force Main <br /> Amendment 2 <br /> Scope of Work — Design, Bidding and Construction Support Services <br /> May 24, 2021 <br /> Introduction <br /> The City of Everett owns and operates a domestic wastewater"lift station" (hereinafter referred <br /> to as the "existing station") immediately adjacent to an existing City-owned bridge along W. <br /> Mukilteo Blvd. The existing station is situated on the north side of the road, on a steep bank <br /> above Edgewater Creek, immediately west of Shore Ave. The existing station is west of the <br /> City's Edgewater Park, a 1.25 acre neighborhood park. The park includes limited parking <br /> immediately east of the existing station/west of the park, a large lawn and sport and play areas. <br /> The City is planning a project to replace the W Mukilteo Blvd. roadway bridge that crosses <br /> Edgewater Creek and will require additional space for construction and temporary facilities. <br /> That work is anticipated to require decommissioning of the existing station and rerouting of <br /> various sewer pipes. As of May 2021, construction drawings for the proposed Edgewater <br /> Creek Bridge Replacement, show that a temporary work bridge will be constructed in the area <br /> directly in conflict with the existing station. The temporary work bridge will be constructed above <br /> the existing station and require multiple deep piles to be installed. Preliminary coordination <br /> with the City's project manager for the bridge project confirms that the Bioxide® tank and its <br /> block retaining walls and slab can remain in place, but that the existing station structure will <br /> need to be modified to allow completion of the temporary work bridge. <br /> The City desires to complete a new lift station and force main project prior to starting the bridge <br /> replacement project, in order to not hinder the bridge project. The new submersible pump <br /> station will be located in the parking area and immediately adjacent area at the northwest <br /> corner of Edgewater Park. The temporary bridge support piers will be strategically located in <br /> order to allow the Bioxide®tank to remain and operate in its current location. <br /> The City also desires to construct, by contract separate from the lift station project, <br /> approximately 2,700 feet of new 6" force main along Shore Ave, from the proposed lift station <br /> location to a new manhole on an existing 20" sewer main. Flow will then continue northerly in <br /> existing sewer mains down to the City's Mukilteo Beach interceptor. <br /> Lift Station #15 and Force Main Improvements <br /> The proposed upgrade, modifications or additions are detailed in a pre-design memo from DEA <br /> to the City dated May 11, 2021 and are summarized generally as follows: <br /> • New duplex submersible pump station at northwest corner of Edgewater Park, in parking <br /> area and corner of park lawn, adjacent to inside of bend of Shore Ave. Station structures <br /> will be precast concrete wet well with flat top slab and aluminum double door hatch, with <br /> safety grade and a separate precast concrete valve vault with flat top slab and aluminum <br /> double door hatch. Pumps shall be Flygt/Xylem with N-impeller, rated for 450 gallons per <br /> minute each. <br /> David Evans and Associates, Inc. Page 1 of 8 <br />
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