S-06-42a vassar edwards rev.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
PRD/Short Plat: Date:
# S-06-42 8 Jan 07
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Project Name/Address:
Vassar- Edwards; 19206 80 Ave W
Contact Person/Address/Fax:
: Dean Vassar:deanandfiona@msn.com
Reviewer: Division:Engineering
Lyle Chrisman, Engineering Program Manager
The subject short plat drawings have been reviewed but cannot be completed until the following items
have been addressed/corrected. Once the corrections have been made, please resubmit two set of
drawings for review.
Sheet 1
1.FYI: If the new homes have 3 car garages, the driveway opening can be 30’ excluding wings.
2.A minimum of 2’ of cover is required over storm pipe in the right-of-way. Change the i.e. of cb A-5 to
370.25 and then the invert for the pipe to the s.w. at A-1 to 369.36.
3.The ramp at the end of the sidewalk needs to be 6’ and not 5’.
4.Are you doing any grading on site or in the right-of-way? A grading plan is needed. On the grading plan,
the first 9 points of the ESC from Chapter 18.30.050 of the Edmonds Community Development Code
must be added verbatim to the drawing.
5.Show erosion control fencing on the grading sheet along with the temporary rock entrance, all per City
standard details.
6.Indicate to install filter socks in all cb’s in and around the construction site.
7.Label the 12” storm pipe with the right-of way as SDR 35 PVC storm pipe.
8.Add a note to the drawing “ a new sewer lateral required if Public Works determines the existing lateral is
not in condition to reuse.”
9.Provide a plan and section view of CB 1A with all penetrations and invert grades.
10.Provide a traffic control plan.
__________________(Attach fax transmittal)
DATE FAXED
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11.Indicate the old driveway cut on 80 Ave shall be removed and replaced with straight curbing and asphalt
walkway.
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12.Show the location of the two water meters. Meters shall be placed side by side on 192 St SW, at the
common property line.
13.CB A-2 control structure: Change orifice size to 5/8”. Label coupling for pvc to cmp.
14.Cb A-2 plan view: show location of tight-line into the structure.
15.Secondary orifice: Indicate the size of the machine cut orifice. Add the orifice elevation to this detail.
16.Asphalt can be used instead of concrete for the sidewalk, except the curb ramp (which must be concrete).
If asphalt is used, 4” of 5/8” cstc is required under the 2” CL B asphalt (per City standard detail).
17.Show the side sewer location to the front lot.
__________________(Attach fax transmittal)
DATE FAXED
PAGE ____ OF ___
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