ENG REVIEW COMMENTS 1.doc
City of Edmonds
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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 Corrections
Plan Check : Date:
# 06-102 April 5, 2006
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Project Name/Address:
Hunt / 22414 96 Ave W
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Contact Person/Address/Fax:
Brian Hunt / 22414 96 Ave W
Reviewer: Jeanie McConnellDivision:Engineering
During review of the subject submittal it was found that the following information, corrections, or
clarifications will need to be addressed:
1.Please ensure the reduced site plan and full size site plan provide the same information. There are few
instances where I have additional information noted on one and not the other.
2.The existing water meter is shown, but the existing water service line is not shown to be connected to the
meter. Please revise drawings.
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3.Show the exising edge of pavement of 96 Ave W. How far is it from your property line?
4.Edmonds Community Development Code section 18.80.060 requires driveway approaches to be paved
from the edge of the existing street a distance of 20 feet or to the edge of the property line, whichever is
greater.
5.Please provide more information regarding the existing rockery.
Rockeries are not permitted to be constructed within the City right-of-way and must be set back
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from the property line a distance no less than that of the height of the rockery.
How many rows of rocks are there? If there is only one row of rocks it could potentially be
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considered landscaping and not a rockery.
The reduced site plan calls out the height of the rocker to be 15”. Is this from finished grade?
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6.The proposed project – house addition, new garage and driveway – exceeds 2000 square feet of new
impervious area. Therefore, you will be required to construct a storm drainage detention system on site.
Please refer to City of Edmonds Handout # E72 for more information and a drainage system worksheet.
You will be required to connect the detention system to the City’s storm system.
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Provide RIM elevations at each catch basins, new & existing as well as invert elevations for all pipe
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connections.
All new impervious areas are to be included in the calculation – roof overhang, driveway, patio,
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walkway, etc. Crushed rock is also considered to be an impervious area.
Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please
contact me at 425-771-0220 or by e-mail at mcconnell@ci.edmonds.wa.us if you have specific questions
regarding these plan corrections.
DATE MAILED 4/5/05 PAGE ___1_ OF _1___