My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2025/06/04 Council Agenda Packet
>
Council Agenda Packets
>
2025
>
2025/06/04 Council Agenda Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/5/2025 8:05:13 AM
Creation date
6/5/2025 7:58:21 AM
Metadata
Fields
Template:
Council Agenda Packet
Date
6/4/2025
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
330
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View images
View plain text
Exhibit A (Scope of Work) <br />▪ Discussing project conflicts that arise, labor resourcing <br />▪ Informal internal communications, progress check-ins, scheduling deliverables <br />TASK 1.2 DELIVERABLES <br />• Meeting Minutes <br />• Responses to City review comments <br />• Emails <br /> <br />2.0 Site Investigation <br />2.1 Desktop Review <br />The Consultant will gather additional existing available information from the City, County or State <br />Agencies on Pigeon Creek 2, flooding, landslides within the basin. This includes past maintenance <br />records, drainage complaints, photographs, stormwater infrastructure drawings, as -builts or surveys. <br />2.2 Site Reconnaissance/Geomorphic Survey <br />The team will visit the project site with the City Project Manager to inspect the existing conditions. The <br />project survey basemap will be field verified for utility locations/conflicts, existing critical infrastructure, and <br />access features. The ditch and culvert stormwater conveyance adjacent to Olympic Blvd will be evaluated <br />to understand current conditions safety concerns. <br />As part of this task, Otak’s geomorphologist and hydraulics engineer will assess the stream reach from <br />Mukilteo Blvd to the Puget Sound outfall to assess changes in the stream channel and work performed by <br />the City or others in the corridor, and new sources of sediment supply such as shallow slope failures or <br />nick points forming in the channel, and where logs are holding sediment and debris. Otak’s <br />geomorphologist and hydraulic engineer will also hand measure cross sections every 100 feet beyond the <br />survey profile between Mukilteo Boulevard and the Port Gardner Bay outfall and integrate with the LIDAR <br />map. <br />TASK 2 ASSUMPTIONS <br />▪ City provides available past maintenance records, drainage complaints, photographs, and stormwater <br />infrastructure information. <br />▪ The City will coordinate/obtain right of entry – contacting landowners and securing rights. <br />▪ The City will provide access to Howarth Park Property. <br />▪ Up to four Consultant team members will visit the project site with City staff, including the project <br />manager, Consultant will contact outside agencies for relevant information. <br />▪ The City will advise if any additional basin planning work has been completed since Otak’s study <br />▪ Otak’s stormwater staff will coordinate with survey staff so that site reconnaissance will not require <br />substantial vegetation removal <br />▪ We assume this reconnaissance will span approximately 3000 LF <br />▪ Site reconnaissance will include ArcGIS to show spatial <br />▪ The Desktop Review does not include preparing a bibliography/reviewed material summary. <br />Information taken from the reviewed data will be incorporated into the Alternatives Analysis Technical <br />Memorandum, as part of Task 5. <br />
The URL can be used to link to this page
Your browser does not support the video tag.