Eng response letter.pdf■ C w (� 'Lovell-Sauerland and Associates, Inc. Phone: 425-775-1591
s I F u, v j r o n e Z 19217 361h Avenue West, Suite 106 LSAEngineering.com
= — Lynnwood, Washington 98036
Surveyors / Engineers / Planners / Development Consultants
Mitchell Boyd March 26, 2018
Stantec Consulting Services LSA No. 5601
City of Edmonds
Re: BLD20171812, Pride Ventures — SFR Lot 2 of Prospect Lane Short Plat
8717 — 236th Street SW, Edmonds
Dear Mr. Boyd:
This letter is to address the review comments made by the Engineer Department on February 1,
2018. The numbers of the responses correspond to the comments on the review. I will attempt
to point out how and where the comments have been addressed on the attached revised plans.
GENERAL
1) Submit Side Sewer Permit Application form
The Side Sewer Permit Application has been prepared and included with this
submittal.
SITE PLAN INFORMATION
2) Please show the proposed covered patio towards the back of the lot.
The proposed covered patio towards the back of the lot has been added.
3) Add a note to the plan that temporary erosion and sediment control measures per
associated subdivision permit PLN20160014 need to be maintained throughout
construction. Otherwise, please submit a TESC plan for the single family residence.
Note #1 has been added.
4) Per the plan, the water service line connects to the proposed meter located near the
short plat entrance. Add a callout indicating the water meter to be 1" and label the
water service line to be 1-1/2" with tracer wire.
Callout and label have been added.
5) Add a note to connect sewer to the side sewer approved under PLN20160014.
Note #2 has been added.
6) Please add a cleanout within 2' of the proposed residence.
Sewer cleanout has been added within 2' of the proposed residence.
7) Please add a note that the 6" cleanout near the property line shall have a 12" cast iron
lamphole cover with'/" hexbolts. Provide the invert of the cleanout.
Note #3 has been added. The invert of the cleanout has been added.
8) Add a callout that roof drains are to connect to the roof drain stub approved under
PLN20160014.
Note #5 has been added.
9) Add a callout that footing drains are to connect to the footing drain stub approved
under PLN20160014.
Note #4 has been added.
10) Please provide an impervious area table on the plan as well as the maximum
impervious area allowed to discharge to the detention tank approved under
PLN20160014.
Comments have been addressed.
Thank you for your time and effort in this review. If you have any questions or need additional
information, please do not hesitate to call.
John Yuen