ENGINEERING RESPONSE - ENG.pdfRoss
Engirveering
Design
May 22, 2016
Tom Leren
The Leren Company Inc
PO Box 12863
Kill Creek, WA 98082
RE: Plan Check BLD2016-0348
Sanger SFR
1 of 14
1"I",irk
Dear Tom:
The following Items are in response to the plan check comments by the City of
Edmonds dated May 13, 2016.
1. Detail 11/S2 may or may not apply depending on fin -at site grading. It is
intended to give the contractor flexibility to determine foundations steps in the
field. This detail is reference to from detail 17/S2 'Typical Stepped Foundation".
Supporting calculations are attached pages 3 thru 12.
2. Supporting calculations for details 14/S9 and 15/59 are attached pages 13 and
14.
3. A retaining wall along the driveway near Grids G and 6 may be necessary
depending on final grading. Detail 11/S2 may be used at this location provided a
driveway pavement, slab is present to resist sliding.
Please also find attached SK -S-1 with a minor revision to the retaining wall schedule
and forward to the contractor.
Feel free to contact me with any further questions.
Sincerely,
Ryan Ross, PE
Ross Engineering Design
Phone: (425) 314-2373
Email: rjr--
(enclosure)