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HWA GeoSciences Inc 8/23/2018 Amendment 2
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HWA GeoSciences Inc 8/23/2018 Amendment 2
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Entry Properties
Last modified
8/28/2018 11:09:21 AM
Creation date
8/28/2018 11:09:17 AM
Metadata
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Template:
Contracts
Contractor's Name
HWA GeoSciences Inc
Approval Date
8/23/2018
Council Approval Date
8/22/2018
End Date
12/31/2020
Department
Public Works
Department Project Manager
Ed Fisher
Subject / Project Title
Beverly Lake Sanitary Sewer Replacement
Public Works WO Number
UP3529 1
Amendment/Change Order
Amendment
Amendment/Change Order Number
2
Total Compensation
$0.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
Arlington
(Amendment)
Path:
\Documents\City Clerk\Contracts\Agreement\Purchasing Cooperative Interlocal
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July 30, 2018 <br /> HWA Project No. 2016-044-21 <br /> • Evaluate Slope Stability: Global stability of the subsurface soils shall be evaluated at <br /> where the utilities are proposed to cross steep slopes. Global stability shall be evaluated <br /> using limit equilibrium methods consistent with the WSDOT GDM. <br /> • Develop Utility Recommendations: HWA shall evaluate the soil conditions along the <br /> proposed utility alignment and generate recommendations associated with utility trenching, <br /> temporary shoring, backfilling, dewatering and possible over-excavation or use of light <br /> weight backfill, as appropriate. <br /> • Evaluate Lift Station Foundation Vertical Capacity: HWA will perform analyses of the <br /> lift station foundation vertical capacities using the methods outlined in the Washington <br /> State Department of Transportation (WSDOT) Geotechnical Design Manual (GDM). <br /> • Generate Lift Station Temporary Shoring Lateral Earth Pressures: HWA will <br /> develop and provide temporary shoring lateral earth pressure diagrams for construction of <br /> the proposed lift station structure. <br /> • Generate Lift Station Permanent Lateral Earth Pressures: HWA will develop and <br /> provide lateral earth pressure recommendations for proposed lift station structure. Earth <br /> pressure diagrams for both static and seismic loading conditions shall be generated using <br /> the procedures outlined in the WSDOT GDM. <br /> • Internal QA/QC: HWA will have all design calculations and recommendations reviewed <br /> by a senior principal prior to distribution to the design team or the City. <br /> • Geotechnical Engineering Report: HWA will generate a draft and final geotechnical <br /> engineering reports that will contain the results of the geotechnical engineering <br /> investigation, including description of surface and subsurface conditions; a site plan <br /> showing exploration locations and other pertinent features; summary boring logs; and <br /> laboratory test results. The report will provide a narrative and geotechnical <br /> recommendations for each of the above described geotechnical aspects of the project. <br /> • Plan Review: HWA will conduct a plan review to ensure that the geotechnical aspects of <br /> the project have been properly incorporated into the project plans. <br /> • Project Coordination Meetings: HWA will attend up to two (2) project coordination <br /> meeting at the City of Everett offices. This meeting will be meant to convey the <br /> geotechnical considerations of the site to the City and possible design team. <br /> HWA Scope <br />
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