05-09 Thuesen rev.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
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
Plan Review Comments
PRD/Short Plat: Date:
# S-05-09 2 Mar 06
th
Project Name/Address:
Thuesen: 509 9 Ave N
Contact Person/Address/Fax: emailericthuesen@comcast.net
: Eric Thuesen: fax/:
Reviewer: Division:Engineering
Lyle Chrisman, Engineering Program Manager
The subject short plat drawings have been reviewed but cannot be completed until the following items
have been addressed/corrected. Once the corrections have been made, please resubmit two set of
drawings for review.
Sheet 1
1.Show footing drain stub to house and point/location of discharge.
2.Add a note to core drill existing storm and sewer manholes.
3.How will d.i.p. be secured to sewer manhole? Gasketed boots are an acceptable method.
4.PVC penetrations in concrete structures shall have a sand collar.
5.Show new sewer manhole at Daley St in bold.
6.Proposed rockery not to be located within City right-of-way (alley) and proposed concrete retaining wall
will require an encroachment permit.
7.An on-site turn-around will be required for lot 2.
8.Shift the location of the new water service to lot 2 to the North to line up with the property line.
9.Provide invert elevation for sewer and storm stubs to lot 1.
10.Clearly indicate the sewer stub for lot 2 and provide an invert elevation.
11.The sanitary sewer lateral shall be 6 PVC, clearly indicate this on the dwg.
12.Show wetland area on lot 2.
13.Provide top and toe elevations of rockery.
14.Show location upstream runoff and wall drains. Direct these lines to the wetland area on lot 2.
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15.Per the Engineering requirements for short plat approval, the storm detention shall drain to the wetland.
We recommend uing a flow splitter to direct the 6 month flow to the wetland and all greater flows to the
tightline system.
16.Show drainage on lot 1.
Sheet 2
17.Show inlet protection for existing cbs adjacent to the construction area.
Sheet 3
18.Provide detail of control structure showing orifice elevations and sizing.
19.Show sewer manhole channelization detail for ssmh 2 and existing.
20.Pipes installed over 20% shall to be anchored. Provide anchor design, spacing and detail. 1992 DOE
Technical Manual calls for concrete anchors for pipe on slopes 35-50%.
Sheet 4
21.General notes:
a)note 1: change 2002 to current edition.
b)Note 6: delete
c)Note 8: delete concrete material for sewer laterals.
d)Note 12: duplicates note 1.
22.Add concrete collar around sewer cleanout. Refer to City standard detail.
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