07-0075-1.doc
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 Corrections
Plan Check : Date:
# 2007-0075 February 9, 2007
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Project Name/Address:
Todd and Heather Stroh/24211 107 PL W
Contact Person/Address/Fax:
Allen Stroh/381 Lake Hancock Dr. Coupeville, Wa 98239/360-678-3985/e-mail:
h.stroh@verizin.net
Reviewer: Jaime HawkinsDivision:Engineering
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed:
1.Show the minimum Temporary Erosion and Sediment Control in the site plan. Please refer to City of
Edmonds standard detail E1.1, E1.2, and E1.3. You may find this detail by visiting the City of Edmonds
www.ci.edmonds.wa.us
web site at and clicking on City Government-Development Services-
Engineering Division and scroll down to handouts and forms.
2.Please refer to the City of Edmonds Residential Addition/Remodel/Alteration Permit Submittal
Requirements, #B61. Please pay close attention to submittal requirements 2, 3, and 4, which can be
combined. Make sure to provide all items with in these requirements by showing existing utilities serving
the property. I.e. water, sewer, gas, power, phone, and cable.
3.Drainage: Is there an existing drainage system in the property? What are the existing downspouts
connected to? If the existing downspouts are simply draining to splash blocks, then the same application
shall apply to the new addition. If the downspouts are connected to a concrete tile, then the new
downspouts shall connect to the existing system and a tightline system shall be required. Please show
your intention by adding a note to the Plot plan stating “Down Spouts to Connect to Existing System” or
“Down spout to Splash Blocks”
4.Footing Drains: If Footing Drains are required by the Building Division, then you shall connect the
Footing Drains to a 3-ft x 3-ft x 3ft drywell pit that is to be filled with ¾ wash rock wrapped in fabric.
Please show the location along with a note stating the requirement.
5.Impervious Surface: I have calculated 1,661 sq-ft of impervious surface. Your calculation show 998 sq-ft.
Please revise your calculations or verify that the scale used is indeed 1”-20’. You are also showing
graveled catchbasins. What do you mean? Is this a gravel surface? If so, gravel surfaces are considered
impervious and shall be included in the calculation.
DATE FAXED PAGE ____ OF ___
6.Grading: Please provide your grading calculation and bottom of footing elevations to verify your grading
quantities.
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.
DATE FAXED PAGE ____ OF ___