bld20100048-Bogaert-3.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:
#2010-0048 May 10, 2010
Project Name/Address:
Bogaert 18600 Sound View PL SFR
Contact Person/Address/Fax:
Marci Bryant Bryant & Co. vmarcibryant@msn.com
JoAnne ZulaufDivision: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.
General Comments:
1. thru 5.5/10/10 Okay.
Site Plan
:
1. thru 9. 5/10/10 Okay.
10.5/10/10 Not Complete.Please label Sound View Place and show limits of the right of way.
Temporary Erosion/Sediment Control (add existing and proposed grading to this plan):
1. thru 9.5/10/10 Done.
Utility Plan:
1. thru 8.5/10/10 Done.
9.5/10/10 Not Done. Label Sound View Pl and show limits of the right of way and utilities including
connections from this property.
10. thru 11.5/10/10 Done.
Storm Drainage System:
1. thru 9.5/10/10 Done.
10.5/10/10 Not Done. Bogaert system not shown connecting to City System. No existing storm pipe in front
of 18600 Soundview. Revise to show connection to Existing City Storm System, show length, material and size
(8” in row) of main to be added. Rim and invert elevations of connection to city catch basin. I have attached a
copy of the City’s storm system map and the specific information regarding the catch basin located in front of
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the property I mentioned in the first comments (#12) 18608 Sound View. If planning to connect to storm
system on Sound View Pl, show locations of existing city catch basins including all invert and rim elevations.
11.5/10/10 Done.
12. 5/10/10 Not Done. See #10. above. If planning to connect to the city storm that runs south system on
Sound View Pl., the connection shall be made to the existing catch basin located approximately in front of
property addressed 18608. An off site analysis of the existing storm system from proposed point of connection
on Sound View Pl to location where system outlets to the Sound on Wharf St. is required to determine if current
system has the capacity needed to add storm water from this property.
perpendicular
13.5/10/10 Not Done. Catch basin shall be to the property line.The existing city storm
system is on the south east side of Sound View Pl. therefore a catch basin shall be installed at property line,
pipe across the street to catch basin placed in line with current storm system and then connection to city system
shall be made from that point. Catch basins in right of way must be Type I. Please add to plans, indicate rim
and invert elevations, pipe length and material.
14. thru 16. 5/10/10 Done.
17.5/10/10 Not Done. The planned configuration of the footing drains to outlet via area drains may not be
appropriate so close to the steep slope. Documentation from the geotechnical consultant regarding the potential
impact of these footing drain discharges should be included. (Note that the City does allow the connection of
footing drain discharges to stormwater systems but only downstream of detention system discharges.) If
proposed footingdrains are intended to connect to a bubble up yard drain or connect to a drywell, specific
approval from geotech must be provided. If drywell or bubble up yard drains are approved by geotech then
must be located a distance from the footings, 10 ft is recommended if possible. Footing drains also cannot
discharge in City sewer easement or edge of easement. If footing drains shall be connected to the storm system
then the connection must be on the outfall side of the detention system.
18.5/10/10 Not Done. Show and Label on actual drawings. Clearly label all covered areas (e.g. no clearly
indicated area of cover between house and garage).
19. Call out invert elevation for trench drain connection to storm system.
20.5/10/10 Not Done. See #17.Please show tightlines and location of connection to the detention system.
specifically approved
21.5/10/10 Not Done.Backfill of detention system with CDF must be by the Geotech
of record.
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