20060822090129.pdfCity of Edmonds
1215 T" AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.ci.edmonds.wa_us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
Pian Review Comments
Plan Check #: 05-177 Date: 17 Apr. 06
Project Name/Address:. Ray; 15625 75`b PL W
Contact Person/Address/Fax: : Phil King: _1527.15.0thSt SW, Lynnwood, WA 98037
Reviewer`: Lyle Chrisman, Engineering Program Manager Division: Engineering
The subject application has been reviewed but cannot be completed until the following items have been
addressed/corrected. Please resubmit 3 sets of revised drawings to a Development Services Permit
Coordinator.
1. During the subsequent review, the survey site plan submitted does not accurately depict the location of the
rockery that goes along the property frontage and along the south side. The site plan needs to show the
existing rockery.
2. The 8-1/2" x I l" plot plan does not match the surveyed plan. According to the survey drawing, the house
is only 5' from the property line but the plot plan shows 15'. The plot plan does not show the jog extending
into the building line. Also, there is a 5' descrepancy east/west in the jog at the south west cover_ Please
clarify. Based on the surveyed drawing and field observation of the property stake, and the location of the
new garage openings, the owners may want to consider submitting for a street vacation of that small corner.
Without that small corner, the minimum 18' driveway depth cannot be met.
3. Placement or relocation of rockeries in the vicinity of the City right-of-way must meet our current
standards and a copy of the handout is included.
4. is the proposed garage being extended out to the deck line? A minimum of 18' of driveway is required
between the property line and the garage.
5. Since the proposed driveway slope exceeds 14%, a request for driveway slope waiver is required. The
request must include a justification why the 14% cannot be achieved.
6. There appears to be some kind of retaining structure shown on the elevations. Show wall on the plot
plan. Will the grading be revised on the north side? What will be done to the grades at the south west
corner?
7. Show all proposed grading and grading quantities.
DATE FAXED {Attach fax transmittal)
VAdvrwlb1dg%05-177a ray.doc
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8. Show existing and new tightlines. Show footing drain and tightline locations and connect to public storm
system. Per the geo-tech report, roof drains are not to connect to the footing drains.
9. Show erosion control fencing along the westerly and southerly property lines.
DATE FAXED (Attach fax transmittal)
VAdvrw\bIdg105-177a ray.doc
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