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ENGINEERS/SURVEYORS/PLAN NERS
JoAnne Zulauf
City of Edmonds Development Services
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250 5th Avenue N. R E '
Edmonds, Washington 98020
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Re : Plan Review Corrections BLD20140323
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1. Existing house and utilities have been removed as the work has been completed under a
demolition permit.
2. There is a downspout indicated there along with the building setback dimension shown.
To clarify I have remove the building height lines/text.
3. The line type has been changed.
4. As no sprinklers are needed the existing meter will be retained.
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Sewer
6. Cleanout has been added and note for cast iron lamphole cover added
7. The note has been replaced.
Water
1. Existing meter will be retained.
2. Pipe length and material have been added.
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1. Old utility lines have been removed from map.
2. Height calculation lines have been removed. Downspout is indicated at the corner.
3. The soils report has been revised to conform with the plan.
4. The footing drains, if needed, will be connected to CB#2 as noted. The bottom of footing
elevation has been noted within the building envelope.
Lovell-SaLierland & Associates, Inc,
19217 361h Avenue K, Suite 106, Lynnwood, Washington 98036 425-775-1591
LSAengineering.corn
5. Notes have been revised.
6. Note added.
7. Revised.
8. CB2 was added and pipes connect to that basin. CB detail revised to include 2.
9. All impervious notes as new. (house has been demolished).
Should you require any further information, please call me at 425-775-1591.
Sincerely,
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Jeffrey T. -.-
Lovell-Sauerland & Associates, Inc.
19217 36th Avenue W., Suite 106, Lynnwood, Washington 98036 425-775-1591
LSAengineering.com
City of Edmonds
1215TH AVENUE NORTH ® EDMONDS, WA 98020 . (425) 771-0220 FAX(425) 771-0221
= Website: www.ci.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
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Plan Check #: BLD20140323 Date: May 7, 2014
Project Name/Address: Almark Corp - SFR 23729 76"' Ave. W.
Contact Person/Address/Fax: Almark Corp. almark_corporation@frontier.com
Reviewer: JoAnne Zulauf Division: Engineering
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed. All Handouts referred to in these comments can be accessed at
our website: www.ci.edmonds.wa.us under City Government / Development Services Department /
Engineering Division then scroll down to Handouts:
1. This plan should show final conditions. Please remove the existing conditions that will not
remain in the final construction project.
2. There is a square area on the SW corner of the house. Is this just the lines for the height
calcs? If so, please lighten to match the height talc elevations.
3. Show power as "UP" instead of existing "OP". (please correct on other plans too)
4. If installing a new meter, it should be in the dark line weight. See #1 under "Water" for
more information.
Sheet Cl:
Sewer
5. Please remove the current sewer note regarding condition from this plan.
6. Show 4"side sewer clean out at house connection and 6" clean out at property line. Clean
out at property line is required to have a 12" locking cast iron lamphole cover. Please note
on plans.
7. Remove the side sewer condition note on plan and replace with the following condition
verbatim:
DATE FAXED/E-MAILED 5/7/2014 PAGE —1 OF I
"if re -using existing sewer lateral (from property line to City main): Condition must be
verified by Public Works Department. Contact Edmond's Sewer Division at 425-771-0236."
Water•
1. Fire Sprinkling not required, therefore a 1 " meter is not required for that reason. If the building
division does not require it, please confirm that a 1 " meter is still desired. The cost differential
between a3/4" and a 1" is substantial. A new meter should be in the darker line weight.
2. Note length and pipe material.
Stormwater:
1. Please use a lighter line weight for the utilities to be removed for clarity.
2. There is a square area on the SW corner of the house. Is this just the lines for the height
calcs? If so, please lighten to match the height calc information or remove from this plan as
they are not required for the civil review. Having them shown on the site plan is sufficient.
3. Drywell is shown in the location of EP2. The Associated Earth Sciences, Inc. Limited
Subsurface Exploration and Infiltration Study dated March 20, 2014 states that "The
recommendations for on-site infiltration presented in this letter only pertain to the area around
exploration EP -3 (page 3). The report goes on to say that "If the proposed on-site infiltration
system is located elsewhere on the site, these recommendations do not apply and additional
site investigation would be required." Please revise plans and/or provide additional
information from Associated Earth Sciences.
4. Show where footing drains, if needed, will connect to drywell. Provide bottom of lowest footing
elevation and footing drain invert at drywell to verify 1 ft separation attained per Associated
report (page 3).
5. Please revise Drainage Construction Notes to reflect this project.
6. Add to Drainage Construction Notes, "Footing drain connection to drywell shall be at minimum
1 foot lower than the bottom elevation of the lowest footing".
7. In General Notes, please revise #1 by replacing "2010" with "2014".
8. The drywell detail shows a catch basin/yard drain requirement. This requirement would be
applicable to any pipe connected to the drywell. Please revise plans to meet this requirement.
9. When demolishing and building a new single family home, all impervious surface is considered
new. Please revise impervious area table.
Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please
contact me at 425-771-0220 if you have specific questions regarding these plan corrections.
DATE FAXED/E-MAILED 5/ non PAGE 1 OF _1_