07-0493-2.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
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
Plan Review Corrections
Plan Check : Date:
# 2007-0493 July 10, 2007
Project Name/Address:
Harbor Inn Pool/130 West Dayton ST
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Contact Person/Address/Fax:
Charles Beavers P.T. Construction/21805 98 Ave W/Phone: 425-218-
1642/Fax: 425-775-9650/ e-mail: pools365@verizon.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:
1.06/25/07, previous comment:Show the minimum Temporary Erosion and Sediment Control in the site
plan. Please refer to City of Edmonds standard detail E1.1 You may find this detail by visiting the City
www.ci.edmonds.wa.us
of Edmonds web site at and clicking on City Government-Development
Services-Engineering Division and scroll down to handouts and forms.
7/10/07The erosion and sediment control you have shown in the Site plan is not per City of
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Edmonds standard. Please remove the proposed Compost sock and replace with standard detail E1.1.
In addition, filter fabric is not the standard used for catch basin protection. Please change the filter
fabric call out to read Filter Sock with over-flow holes per standard detail E1.3
2.Please refer to the City of Edmonds Swimming Pool Permit Submittal Requirements, #B75. Please
submit all pertinent and required information regarding the pool. I.e. grading plan, pool drainage detail,
etc.
06/25/07, previous comment: Show the location of existing potable water and sewer lines in the
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property. Thank you showing these lines. 7/10/07You are showing dark sewer and water lines. Are
these lines proposed or existing? If these are existing utility lines, please change the line color to
gray. Assuming these are existing utility lines please show the extent of 2 sewer lines heading in the
north east direction toward the building, one is off of the existing manhole and the other just west of
the manhole, for it seems these lines will conflict with the proposed pool. If these lines do conflict
with the pool then, show how you plan to re-route them around the pool.
06/25/07, previous comment: Indicate the proposed location of the sewer clean-out for pool drainage
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purposes. Pursuant to ECDC 19.00.005(c) 12, a means of disposal of the total contents of the pools
shall be reviewed and approved by the Public Works Director. (a) No direct connection shall be
made between any swimming pool, hot tub or spa to any storm drain, city sewer main, drainage
system, seepage pit, underground leaching pit, or sub-soil drain. (b) A sanitary sewer tee (outside
DATE FAXED 7/10/07
clean-out installed on the main building sidesewer line) shall be provided for draining of treated
water into the sanitary sewer system. 07/10/07 Per handout #B75 and as shown in sample plot plan
the existing sanitary sewer line shall be extended and a cleanout shall be installed between the pool
and the mechanical room. The clean out youre proposing is not near the pool nor the mechanical
room. Please extend the sanitary sewer line and install the cleanout as required. In regards to
drainage, you are showing a storm line from the pool to an existing catchbasin in the parking lot.
THIS IS NOT ACCEPTABLE. In addition, the 8.5 x 14 site plan you have provided shows existing
drains to remain and it shows these drains intercepting with the pools strip drain. THIS IS NOT
ACCEPTABLE. Please see section 12(a) above. Please revise the proposed drainage.
06/25/07, previous comment:For in ground swimming pools, submit three (3) copies of a grading
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plan, scaled 1=20, with yardage calculations that specify the number of cubic yards to be removed
filled or graded. Show the existing grade contour and proposed finished grades at two (2) foot
intervals. Indicate setbacks from top and toe of slopes, the slope of the lot, and methods for
temporary and permanent erosion control. Provide calculations and specify the number of cubic
yards to be removed, filled or graded. NOTE: Grading in excess of 499 cubic yards of fill,
excavation or cut must submit SEPA Environmental Checklist (See Handout #P71) and Adjacent
Property Owners (APO) list (See Handout #P2) for review. Contact the Planning Division for fees
and processing information.
7/10/07Please provide grading calculations of cubic yards to be removed, filled, or graded. In
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required
addition, please make sure to indicate the existing grade contours and proposed finished
grades.
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 7/10/07