20060654a Oates review 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 Comments
Plan Check : Date:
# 20060654 12 Dec 06
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Project Name/Address:
Oats 7400 158 St SW
Contact Person/Address/Fax: fax/address
: Jim Thomas : 2221 Everett Ave #201 Everett, WA 98021
Reviewer: Division:Engineering
Lyle Chrisman, Engineering Program Manager
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.
Sheet SP-1
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1. Original comment #4: The proposed rockery shown on 158 St SW must be set back from the right-of-way equal to
the height. Also the rockery cannot support a surcharge nor exceed 3’ in height in the setback or if supporting fill.
The rockery was not moved back from the property line.
2. Provide top and toe elevations of rockey and toe elevations of retaining wall.
3. Show proposed grades.
4. Indicate the driveway width.
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5. Original comment #8: Widen the east bound travel lane on158 St SW to 12’ from the pavement centerline along
the entire property frontage.Although the original comment said 12’ from the pavement centerline, the note on
Need to show the new pavement line and the
the drawing (12’ from the right-of-way centerline is okay).
limits of widening plus the asphalt thickened edge on the drawing. Taper the pavement to meet the existing
on the east side of the property.
Add the invert elevation of the 6” along with the orifice sized to cb #1.
6.
The rockery layout around the driveway on this sheet does not match that on sheet SP-2
7.
Sheet C2
This original
8. Detention structure: 9” minimum clearance is required between bottom of restrictor and catch basin.
comment was not addressed. Show the clearance on the drawing and also indicate the orifice size. A
minimum 6” clearance is required between the overflow and the top inside of the catch basin.
Construction sequence #7: Insert “provide dust control measures as needed.
9.
__________________(Attach fax transmittal)
DATE FAXED
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