BLD20161610_ENG2.pdf
CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE:June 14, 2017
TO:Randy Munson
randy.munson@comcast.net
FROM:Mitch Boyd, Stantec Consulting Services
Mitch.Boyd@edmondswa.gov
RE:Application #: BLD20161610
Project: Kirschner-Single Family Residence
Project Address: 753 Bell St
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Reviews by other divisions, such as Planning, Building, or
Fire may result in additional comments. Please submit two (2)sets of revised plans/documents
including a written response to each item below.
nd
Resubmittals can be made at the Development Services Department on the 2floor of City Hall.
Permit Center hours are M, T, Th & F from 8am-4:30pmand on Wednesdays from 8:30am-noon.
City of Edmonds handouts, standard details, application and other forms, and development code
may be referenced on the City website: www.edmondswa.govunder Services/Permits and
Development.
GENERAL
1)SubmitROW Permit Applicationform
2)Submit Side Sewer Permit Applicationform
3)A Stormwater Covenant is required to be recorded against the property based on the
proposed stormwater facilities for the project. Please complete the covenant, including
notarization and any required exhibits and submit to the city. The document must be
complete, but will not be recorded prior to permit issuance. Prior to construction final
location of facilities are to be verified (by field inspection and asbuilt) and then the covenant
will be recorded.
SITE DEVELOPMENT PLAN
1)The note “the sewer line must be cut and capped a minimum of 20’ from the existing and/or
proposed foundation, whichever is closest to the sewer stub” was not found.Please provide.
2)The sewer cleanout at the property line will need a 12” cast iron lamphole cover with 1/2”
hexbolts. Update the note accordingly
3)The sewer cleanout at the house does not need a 12” cast iron lamphole cover with ½”
hexbolts.
4)The sewer service connection between the house and the cleanout at the property line is
currently shown at 24%. Please reduce the sewer slope to 20% or add a note that the sewer
line will need to be anchored. Anchors need to be designed by a civil engineer and detailed
on the plans.
GENERAL NOTES
There are text conflicts around general notes 36 and 37.
1)
TESC PLAN
1)The callout referencing the filter fabric fence references the detail on “this sheet”. Please
revise the reference to Sheet DT-01.
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