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Otak Inc 11/25/2019 Amendment 2
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Otak Inc 11/25/2019 Amendment 2
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Last modified
12/3/2019 10:56:19 AM
Creation date
12/3/2019 10:55:28 AM
Metadata
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Template:
Contracts
Contractor's Name
Otak Inc
Approval Date
11/25/2019
Council Approval Date
11/20/2019
End Date
12/31/2022
Department
Public Works
Department Project Manager
Zach Brown
Subject / Project Title
Diking Improvement District No 5 Design
Public Works WO Number
UT3652
Amendment/Change Order
Amendment
Amendment/Change Order Number
2
Total Compensation
$472,311.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
Grant Award Federal Emergency Management Agency (2)
(Amendment)
Path:
\Documents\City Clerk\Contracts\Agreement\Grant
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Exhibit A <br /> Continued <br /> 9.2 Plans for Dike Repairs East of 1-5 (90% and 100%) <br /> Plans will be submitted at the 90 percent and 100 percent design levels for review and comment by <br /> the City and DD5. Each submittal will be provided to the City's project team in electronic (PDF file) <br /> format or other reproducible electronic format. <br /> Plans will be prepared to current City of Everett standards. An anticipated drawing list required for this <br /> task is provided below showing the drawings that are anticipated at the 90% and 100% level. The <br /> sheets for this task may be combined with the plan sheets prepared for Task 8.2. Plans will include a <br /> survey control plan, horizontal layout, vertical profile, section views, and details for the dike <br /> improvements. Plans will be prepared at a horizontal scale of 1"=20 feet and a vertical scale of 1"=5 <br /> feet. Details will be prepared at an appropriate scale to illustrate the level of detail needed for clarity. <br /> The 90% and 100% civil plans will be coordinated and submitted to the City's project team for review. <br /> When the 100 percent design plan set has been approved by the City and DD5, Otak will provide a <br /> full-size .pdf set, sealed by a Washington state registered Professional Engineer(PE), or Professional <br /> Land Surveyor(PLS) as appropriate, with electronic files in AutoCAD. <br /> The anticipated sheet list is as follows: <br /> No. of <br /> Sheet Title Scale Sheets <br /> Cover Sheet N/A 1 <br /> Legend and Abbreviations N/A 1 <br /> Project Survey Control Plan 1" = 50', DW 1 <br /> Existing Conditions, TESC, and Demolition 1" = 20', DW 2 <br /> Plan <br /> Dike Repair Plan and Profile 1" = 20' 2 <br /> Dike Repair Sections 1" = 20' H, 1"=5' 2 <br /> V <br /> Dike Repair Details Varies 2 <br /> Access and Haul Route Plan Varies 1 <br /> Total 12 <br /> Abbreviations used are: DW = Double window <br /> Note: Sheets from this list may be combined with sheets prepared under Task 8.2 for the Repair <br /> Under 1-5. <br /> Deliverables <br /> • 90% Plans, five (5) hard copies at 11"x17" size, and electronic file (PDF file format). (May be <br /> combined with plans under Task 8.2) <br /> • 100% Plans, five (5) hard copies at 11"x17" size, three (3) hardcopies of full-size 22"x34" plans, <br /> and electronic file (PDF file format). (May be combined with plans under Task 8.2) <br /> • Electronic copy of CAD (AutoCAD format)files. <br /> Assumptions <br /> • The design criteria for the top of dike east of Interstate-5 will be a final top elevation of 15.0' <br /> NAVD88. <br /> DD5 Dike Repairs and Improvements Project 6 <br /> otak <br /> K•\project\32700\32758\Contract\Proposal 19_0317\Scope forPha-e 2-DD5 dike repairs Under 1-5 and hast ofl-5_19_1014.docx <br />
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