bld20130694_fisher-2.docx
City of Edmonds
TH
121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORKS DEPARTMENT
Engineering Division
Plan Review Corrections
Plan Check : Date:
# BLD20130694 October 9, 2013
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Project Name/Address:
Fisher garage 16900 76 Ave W.
Contact Person/Address/Fax:
Rhene Johns Architect rhenej@gmail.com
Reviewer: JoAnne ZulaufDivision:Engineering
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed. All Handouts and Standard Details referred to in these
comments can be accessed at our website: www.edmondswa.gov by choosing the Government tab and
Public Works| Engineering under Departments:
1. done
2. done
3. 10/9/13 Not Done. An easement allowing the proposed storm pipe to cross the property of
Lynnwood must be provided for the City to approve this application. The easement
recording number and type of easement shall be called out on the plans. Please provide
an easement from City of Lynnwood for the proposed stormwater line crossing their
property which includes construction and maintenance.
4. done
5. done
6. done
7. done.
8. 10/9/013 Grading calculations on the Site Classification Worksheet do not match the
calculations on the plans. Please provide grading calculations. Cut amount and fill amount.
9. Done
10/9/13 New Comments:
10. Water/Side Sewer crossing note needs to also say the sewer must be installed below the
water line.
11. Call outs for proposed water line and proposed storm tightline need leaders to those lines.
12. Existing catch basin in right of way must have erosion sediment protection. Please call out
on plans.
13. A wheel wash system is usually used at larger commercial sites. It would be acceptable to
use a rock construction entrance to control sediment tracking for the driveway. There is a
detail on our website E1.2.
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14. Storm pipe between trench drain is connected to driveway stormline after the new driveway
catch basin. This line should connect at the catch basin. Please revise plans.
15. Please submit a revised Site Classification worksheet consistent with changes that have
been made in the project design.
16. Under “Minimum Requirement #7” please re-phrase to note that the impervious roof area
refers only to the new garage. Also note that the new driveway will also be routed to the
system.
Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please
contact me at 425-771-0220 if you have specific questions regarding these plan corrections.
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