3431 NASSAU ST 2018-01-02 MF Import

Retaining Wali height, location and if required, design by a licensed Washington State Structural Engineer. This would include any wall with more than 3' — 6" of unbalanced backfill or a wall supporting a surcharge. Retaining walls within any required setback are limited to 36" in height. Site Plan dimensions should accurately reflect the legal description of the property. All setbacks on site shall be measured from the property line. Cross Section of proposed SFR showing existing grade (dashed line) and proposed grade (solid line) and actual height of all foundation walls and wood framed walls. In addition the construction drawings submitted shall be specific to this site and shall incorporate all recommendations from the geotechnical report into the plans. The Engineer of record shall review the plans for compliance with the recommendations of the geotechnical report. If needed, two sets of Lateral Calculations for wind and seismic analysis prepared by a licensed WA St structural engineer shall be submitted (All lateral requirements should be incorporated into the plan set). Upon re -submittal of the drawings, your application will be given priority and plan review will recommence. All required submittals shall be of sufficient detail and contain sufficient information to ensure that the proposed structure will be constructed in compliance with all adopted codas. Sincerely, Jeff Heilman Development Technician Cc: Kirk Brooks Becky Fauver