BLD20130190-Chang_ENG2.pdf
City of Edmonds
TH
121 5AVENUE NORTH •EDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORKS DEPARTMENT
EngineeringDivision
Plan Review Corrections
Plan Check :Date:
#BLD20130191July 3, 2013
Project Name/Address:
Change –17134 Talbot Rd
Contact Person/Address/Fax:
Jonathan Richards –jonathan_59@hotmail.com
Reviewer:Jennifer LambertDivision:Engineering
During review of the subject submittal,it was found that the following information, corrections,
or clarifications wouldneed to be addressed. Our handouts can be found online at the City of
Edmonds web site www.edmondswa.govunder the permit assistance menu.
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.
st
1Review: 3/28/13
nd
2Review: 7/3/13
Site Plan:
1.OK
2.OK
Grading, TESC Plan:
1.OK
2.OK
3.OK
4.OK
5.OK
6.OK
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7.OK
8.OK
9.OK
Drainage, Utility plan:
General:
1.OK
2.OK
3.OK
4.OK
5.OK
6.OK
7.OK
8.OK
Utilities:
1.OK
2.7/3/13: Comment was addressed; however, becausethe sewer runs through the adjacent parcel an
easementis required. Please provide this easement or provide aletter stating that theadjacent
property owner agrees to the easement and that it will be obtained prior to final approval of the
new single family residence.
3/28/13 Comment: Please show the proposed sewer linefrom the main to thehouse.
a.If you intend to re-use the existing sewer lateral, please add the following note:
“If re-using the existing sewer lateral the conditionof the pipemust be verified by City’s Public
Works Dept. Contact Edmonds Sewer Division 425-771-0235”. Please also note that the lateral
must be 6” to re-use.
b.Please show all invert elevations at the cleanouts and at the connection to the main.
c.Please show the 6” cleanout (with 12” cast iron lamphole cover and ½” hexbolts) at the property
line.
d.Please show a cleanout within 2’ of the house.
e.Please note whatpipe material will be used for the sewer.
3.OK
4.OK
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5.OK
Drainage:
1.OK
2.OK
3.OK
4.OK
5.7/3/13 –Comment was not addressed.
3/28/13 Comment: As noted in the Geotech Report, the preferred option is to discharge collected
stormwater to an existingstorm line (either across neighboring private property or to BNSF property).
a.Please statewhy this cannotbe achieved.
b.The City Stormwater Engineer has expressed concerns with full dispersion on this property
given the steep slope.
c.If the plans are revised to show the collected water from the subject property discharging
through the neighboring property or BNSFthe following will be required:
i.Approval letter from neighboring property and/or BNSFand subsequent recording of an
easement,
ii.A downstream analysisprepared by a licensed engineershowing that the additional flows
can be handled inthe existingsystem.
6.7/3/13 –Comment was not addressed.
3/28/13 Comment: Please provide a letter from the GeotechnicalEngineer confirming the proposed
stormwater system (including the release of the perimeter footing subdrain system) complies with the
Liu & Associates, Inc, report dated 9/15/12.
7.7/3/13 –Comment applicable if infiltration is proposed.
3/28/13 Comment: If anyinfiltration is to occur on this lot, the Geotechnical Report will need to be
revised to include recent infiltration testing on the subject site. The report relies on testing done on the
adjacent site completed 17 years ago.
Additional Comments: 7/3/13
1.The size of the raingarden needs to be designed per the City’s Handout #E72B. Please revise the
plans accordingly.
2.Please specify the plants and soils to be used for the raingarden on the plans.
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