BLD20170549 - Dietz SFR - E1.pdf
CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE:June 7, 2017
TO:Kent Dietz
Kent.dietz@outlook.com
FROM:Mitchell Boyd,Stantec Consulting Services
Mitch.Boyd@edmondswa.gov
RE:Application #: BLD20170549
Project: Dietz-Single Family Residence
Project Address: 742 Daley 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)Include construction sequence. Refer to sample on City website.
4)Include General Construction Notes. Refer to sample on City website.
5)Please note: additional comments not included in this reviewmay be produced after
.
reviewing the next submittal
TESC
1)Show filter fence on the plans and incorporate and referenceCity standard detail E1.1.
2)Show construction entranceon the plans and incorporate and referenceCity standard detail
E1.2.
3)Please show and add a note to the plans that filter socks will be added to any catch basins
downstream from the construction site.Incorporate and reference City standard detail E1.3.
4)Orange protective barrierfencing shall be placed at the drip line of trees to remain.
5)Please provide the location of the temporary stockpile. Adda note that the stockpile is to be
covered within 24 hours
6)Please add a note to the plans that all disturbed soils will be compost amendedper BMP
T5.13.
7)Add note: Install and maintain all TESC measures according to approved plans, City of
Edmonds standard details, and all other measures that may be required during construction.
SITE PLAN
1)Consistent with Edmonds Community Development Code 18.80.060, driveway slopes shall
not exceed 14% slope. Please indicate this requirement on the plans.In addition,please
provide finished grade calloutsat the structure, property line, and ROWto verify slope.
2)Please label the driveway as asphalt from the paved road to the property line. Once on
private property the driveway may be any material the applicant chooses or as required to
meet stormwater code requirements.
3)Show all City utilities that are adjacent to the site. The sewer main is shown, please show the
water main.
4)Please label the water service features. The proposed water meter is required to be ¾” and
the proposed service line is required to be 1”. Please include pipe material on the plan.
5)Ensure there is aminimum of 10’ of horizontal separation is required between water and
sewer lines.
6)Ensure there is aminimum of 5’ of horizontal separation is required between water and
storm lines.
7)Label the sewer pipe material and size. The sewer lateral from the main to the property line
shall be 6”. Once on private property the sewer may reduce to 4”.
8)Please add a note that the 6” cleanout at the property line shallhave a 12” cast iron lamphole
cover with ½” hexbolts.
9)Please show the stormwater downspout locations on the plan.
10)Please show the footing drain discharge locations on the plan.
11)If any stormwater tightline is to be proposed, please indicate the pipe size and material.
12)Show all dry utilities and required utility separation. Please add a note that a minimum of 3’
separation is required betweenthe dry utilities (power, gas, phone, cable, etc.) andwet
utilities (sewer, water, and storm).
13)Please add a note to the plans that all final restoration shall be completed by the contractor
not the City of Edmonds.
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