20170602153912.pdfEASTSIDE CONSULTANTS, INC. ENGINEERS-
www.eastsideconsultants.com SURVEYORS
May 3 0, 2017
RESUE-4
Mitch Boyd MAY 3 1 2017
Stantec Consulting Services BUILDING DEPARTMENT
City of Edmonds CITY OF EDMONDS
6830 NE 185th Street
Edmonds, WA 98028
RE: Lanning Single Family Residence — BLD20161719
Dear Mr. Boyd,
Attached are the revised plans per the review comments dated May 25, 2017. The
following is an itemized response to your comments:
GENERAL
1) Noted
2) Noted
3) Added engineering approval block
4) Added construction Sequence
5) Added general construction notes
6) Noted
TESC/DEMO PLAN
1)
Added.
2)
Revised note.
3)
Added note.
4)
Added note.
5)
Added.
DRAINAGE PLAN
1) Irrigation meter and line is not proposed.
2) Pump detail reference added.
3) Added note.
4) Provided rim elevation.
5) Added callout.
6) Changed C13 #1.
1320 N. W. MALL STREET, SUITE B, ISSAQUAH, WASHINGTON 98027 PHONE: (425) 392-5351 FAX: (425) 392-4676
7) Lowered pump on elevation.
8) Added seepage rate to plans.
9) Changed to a ribbed PVC pipe tank.
10) Changed to a ribbed PVC pipe tank.
11) Changed to a ribbed PVC pipe tank.
12) Changed to a ribbed PVC pipe tank.
13) Noted
14) Changed to a ribbed PVC pipe tank.
15) Cut and Fill Table provided.
16) Revised sewer line design to achieve required separation.
17) Note added.
18) Note added.
19) Connected roof drain to pump.
20) Relocated pump out side of influence zone
21) Used recommended rain gauge.
22) Revised.
23) Pump can be serviced from the surface. Does not need to be a 48" manhole.
Added statement to Project Overview and Operations and Maintenance Manual
Section about maintenance to the pump.
SEWER/WATER PLANS
1) Removed backflow preventer since side sewer exceeds 2%. Added clean out 2'
away from building.
2) Revised side sewer so that it does not exceed 20%. Anchors will not be needed.
3) Note added.
STORMWATER REPORT
1) Adherence to the City of Edmonds 2017 stormwater code added.
2) Updated drainage design description to match plans.
3) Added description of downstream flowpath. Detention system is not required
because downstream flowpath is adequate to handle the flows.
4) Note added.
5) Added seepage rate to report.
6) Reprinted drainage plan for report.
7) Area included,
8) Included final geotechnical report.
Please review the drawings. I can be reached at 425-392-5351 if you have any questions.
Sincerely.
EASTSIDE CONSULTANTS, INC.
Ronald S. Frederiksen, PE