bld20140729.Jenna-1.docx
City of Edmonds
TH
121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORKS DEPARTMENT
Engineering Division
Plan Review Corrections
Plan Check : Date:
# BLD20140279/30/31 August 29, 2014
th
Project Name/Address:
Jenna Lane Multi Family 8508, 8512, 8514 240 St SW
Contact Person/Address/Fax:
Luay Joudeh luayj@me.com
Reviewer: JoAnne ZulaufDivision:Engineering
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed. All Handouts and Standard Details referred to in these
comments can be accessed at our website: www.edmondswa.gov by choosing Permit Assistance:
General:
1. Please provide an itemized cost estimate, including units and unit prices, for both on-site and
off-site (right-of-way) improvements, including traffic control.
A bond is required to be placed for all right-of-way improvements. Please use the
a.
attached King County Site Improvement Worksheet for your estimate. The amount of
the bond will be based on 120% of the City approved estimate for all right-of-way
improvements. The City will inform you of the appropriate bond amount after review of
the cost estimate. Bond forms can be obtained from Linda Thornquist,
Permit
Coordinator – 425-771-0220 or linda.thornquist@edmonds.wa.gov
.
Inspection fees for this project will be calculated at 3.3% of the 120% City approved
b.
estimate for all improvements.
Sheet BP-1 Site Plan:
2. Please show all structures on this plan including the retaining wall with separation required at
turn around, water meters, .
3. Label patios and sidewalks. Call out dimensions.
4. Call out width of access road at property line.
5. Call out dimensions of turn around and driveway for the sfr.
6. Label access/utility easement and show from property line.
7. Call out square footage and address of each structure.
8. Add note to see civils for site grading, tesc, drainage and utilities.
Sheet C3 Site and Grading Plan
9. Pedestrian walkway cannot be located in the minimum paved access road.
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10. Structures cannot be located within the 30’ access easement. A deck is considered a
structure. The deck encroaching from the adjacent property to the west is shown within the
access easement area. Please revise plans.
11. Access easement shall be shown from property line. Please revise plans to show east and
south boundary lines of 30’ easement starting at north property line.
12. Call out new curb/gutter in right of way and reference City of Edmonds standard detail.
13. Call out minimum distance allowed between retaining wall and edge of pavement at
turnaround.
14. Architectural elevations show a change of grade between the two garages of 2 ft for the two
duplex units. This change in grade is not shown accurately on the civil plans. Provide detailed
grade information for access road.
15. Add note to plans stating that all slopes upgrade of the east retaining wall shall have 2:1 slope.
16. Southeast corner of retaining wall at turnaround has typo, bottom of wall appears to have an
elevation of 414.0.
Sheet C4 Utility Plan
17. Please revise impervious calculation box to show all impervious surface as new. There is no
replaced impervious surface per definition (see handout E72) in this proposal.
18. Revise water meter call out to reference OVWSD standard detail.
19. Plan states “External existing sewer stubs…”. Please remove the word “existing”.
20. Dispersal trench shall be a minimum of 5 ft from the property line (see handout E72 LID, BMP
Design Requirements pg 6).
21. Showing the revised grading (sheet C3, comment 13), please provide a detail (similar to the
inset on sheet C3 of the turnaround slopes) showing how the runoff from the entire access
road will be directed into one catch basin.
22. Detention tank detail gives an invert of 413.64 for pipe connecting to the dispersion trench.
The connecting pipe is called out with a length of 31 lf and a slope of 2.96. The resulting invert
of the pipe connection to the dispersion trench would then be approx. 412.8. The grade at the
trench location as shown on the plans is 410. Please revise to meet pipe cover requirements
and meet the requirements of the dispersal trench detail.
Please provide the following information in addition to the revisions requested above.
1) Traffic Control Plan
2) Water and Sewer plan approved and signed by Olympic View Water and Sewer District.
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.
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