2006-0654 Oates ESLHA SFR 3rd review.doc
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
9
DATE: March 12, 2007
TO: Jim Thomas
Fax (425)252-6911
FROM: Jenny Readwin, Plans Examiner
RE: Plan Check # 2006-0654
Project: Oates SFR (ESLHA)
th
Project Address: 7400 158 ST W
During re-review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the items below to a
Permit Coordinator.
3/12/07 See attached additional consultant comments. See attached comments. Please
1)
respond to each item in writing..
Geotechnical review of ECDC 19.10 and 23.80 under separate
cover.
3/12/07 Still need stamped and signed calculations to justify detail provided. Provide stamped
2)
and signed shoring details and calculations.
Provide grading plan showing 1:1 slopes and/or
temporary shoring as noted in letter dated April 21, 2006 by Dennis Bruce, P.E. Also, have
Geotech review the revised plan for compliance with his recommendations.
ok
3)
4)ok
5)ok
ok
6)
7)ok
3/12/07 Still need stamped and signed design calculations for proposed rockery regardless of
8)
height. Geotechnical Engineer of Record referenced City of Edmonds Standard Rockery
details. This detail specifically states in the corner that it is not applicable to the ESLHA.
Please provide new stamped and signed details and calculations from the Geotechnical
Engineer of Record as required in the Rockery Handout.
Per our Rockery Handout (attached)
all rockeries located in the ESLHA are required to be design consistent to ECDC chapter 23.80
including design calculations stamped and signed by a Washington State Licensed Professional
Engineer. Submit details and design calculations for all proposed rockeries and reference detail
on the site plan.
9)ok
10)ok
11)ok
3/12/07 Form will need to be signed by the General Contractor prior to permit issuance. Still
12)
Need.
Special inspections are required for the following. Complete the enclosed special
inspection agreement signed by the owner, the general contractor and the special inspector and
submit to the City for approval prior to issuance.
Start of Work Letter from Geotechnical Engineer of Record
General site monitoring by Geotechnical Engineer of Record
Excavation/Grading/Site Preparation
Soil bearing verification
Temporary Shoring
Structural fill placement and compaction
Rockery/retaining wall construction including drainage
Footing drains and subsurface drainage
Temporary and Final erosion control
Final geotech construction report
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