bld20130466 _Echelbarger-1.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:
# BLD20130466 May 15, 2013
th
Project Name/Address:
Echelbarger New Single Family Residence 18122 86 PL W
Contact Person/Address/Fax:
Tod todd@echelbarger.com
Reviewer: JoAnne ZulaufDivision:Engineering
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed. All Handouts and Standard Details referred to in these
comments can be accessed at our website: www.edmondswa.gov :
Please Note: Building Handouts do not include updated Engineering Division Requirements. Refer to
Engineering Handouts for all Engineering Requirements.
Site Plan:
1. Show final grades on this plan.
2. Please note the location of the nearest fire hydrant on plan and note the distance between the
property line and the hydrant.
3. Driveway is called out as 8 wide. Driveways must be a minimum of 10 wide on the property.
Please add width for any raised edges to be installed to direct runoff if needed.
4. Call out the width of the driveway at the property line. Please note that driveway approaches
are limited to 12 min and a max of 24 for a two car garage.
5. Lot coverage and impervious surface area for the residence are shown as the same square
footage. The impervious surface area of the residence should include the roofline, the lot
coverage should not. Please revise these numbers.
Storm/Utility
1. Footing drains are shown with the downspouts connecting to the detention system. Footing
drains can not be connected to the detention system. A couple options are to connect to
the storm drain line after the discharge point of the detention system (the control structure)
or connect to a drywell.
2. For detention systems sized for over 4000 sf of impervious surface the detention system
outlet pipe, including the flow structure, must 10 in diameter. Revise detail.
3. Call out size of side sewer clean outs ( 4 at house and 6 at property line). Note that 6
clean out at property line shall have a 12 Cast Iron Locking Lid with ½ Hex Bolts.
4. Clean out #1 will be in drivable surface so please call out cast iron lid same requirements
are in # 3.
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5. All sewer pipe in the right of way shall be 6. Please revise on plans.
Erosion/Grading
1. It is preferred that vegetation outside of the active construction area remain to provide
natural erosion/sediment control. If it is possible, please note that MU area as a No
disturbance area.
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.
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