bld20100188-Sheehan_ENG2.pdf
City of Edmonds
TH
121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.ci.edmonds.wa.us
PUBLIC WORKS DEPARTMENT
Engineering Division
Plan Review Corrections
Plan Check :Date:
#BLD20100188 May 26, 2010
Project Name/Address:
Sheehan – 18726 Soundview PL
Contact Person/Address/Fax:
Thomas Sheehan –
thomassheehan@msn.com
Jennifer LambertDivision:Engineering
Reviewer:
During review of the subject submittal, it was found that the following information, corrections,
or clarifications would need to be addressed. Our handouts can be found online at the City of
Edmonds web site www.ci.edmonds.wa.us under City Government/Development
Services/Engineering Division.
st
Review – 4/13/10
1
nd
2 Review – 5/26/10
Site Development (Plot) Plan
General Comments
1.OK
2.OK
3.OK
4.OK
5.OK
6.OK
7.OK
8.OK
9.OK
TESC
10.OK
DATE MAILED/FAXED 5/28/2010 PAGE ____ OF ___
13
Utilities
11.OK
12.OK
13.OK
14.OK
15.Comment was partially addressed. A copy of an easement was provided; however, the copy is
unreadable. Please provide a legable copy.
4/13/10 Comment: Please provide an easement for the underground utilities (power, communications)
where they are located on the neighboring property.
a.If you plan to relocate the utilities on to the subject property, please show the proposed location
on the plans.
16.OK
Drainage
17.Comment was partially addressed. Please add a detail for the footing drain infiltration trench,
showing the perforated pipe placed at the bottom of the trench, the trench backfilled w/washed
drain rock to the ground surface, and the footing drains being tightlined to the middle of the perf
pipe as recommended by Nelson Geotechnical Engineering. The site plan (Sheet 1) will also need
to be revised showing the proper connection of the footing drain tightline to the perf pipe.
4/13/10 Comment: Please show the footing drains on the plans and their discharge point.
a.Permission from BNSF is required if you are to release storm water onto BNSF right of way.
Please provide documentation showing approval from BNSF.
b.If not discharging to BNSF connection will need to be at an alternate location on the site and/or
the outfall side of the detention vault.
18.Comment was partially addressed. Please add to the note about rockeries, that 8” of 2-4” rock
spalls shall be placed behind te rockeries as recommended by Nelson Geotechnical Engineering.
4/13/10I Commnet: It appears that the rockery drains are connected to the detention vault. Typically
this is not permitted, please provide verification that this is accounted for in the design of the vault or
provide an alternate point of discharge.
19.OK
20.OK
Drainage/Detention Review comments from Storm Water Engineer, Jerry Shuster, P.E.:
21.OK
22.OK
23.OK
DATE MAILED/FAXED 5/28/2010 PAGE ____ OF ___
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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.
DATE MAILED/FAXED 5/28/2010 PAGE ____ OF ___
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