ENGR REV 2-BLD20060845-20070405143514.pdfCity of Edmonds
121 SiH AVENUE NORTH e EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.ci.ednronds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
Plan Check #: 20060845
Date: _ 5 Apr 07
Project Name/Address: Old Milltown/201 5th Ave S
Contact Person/Address/Fax: : Ralph Allen fax:206-783-2037
Reviewer: Lyle Chrisman, Engineering Program Manager Division: Engineering
The subject application has been reviewed but cannot be completed until the following items have been
addressed/corrected. Please resubmit 3 sets of revised drawings to a Development Services Permit
Coordinator.
General
1. Since there is a change of use that includes office space and an extra restaurant, a traffic impact analysis will be
required and if new pm peak trips exceed 25, at traffic study will be required.
2. Include the previously approved traffic control and truck route plan (under the demo permit) with this permit.
3. The plumbing plan for this site will need to be submitted and looked at before I can sign off on the subject
permit. I need to verify that there aren't any conflicts between the plumbing plan and the civil drawings.
4. An encroachment permit will be required for the awnings. If the planter boxes are affixed to the wall, they too
need to be included in the encroachment permit. If the boxes are movable, then a street use permit will be
required.
5. A sewer connection fee will be assessed on the 2°`'restaurant.
Sheet Cl
6. Show the location of the pedestrian tunnel. Remember this must be in place by 1 May 07.
7. Indicate the location of the bus stop and the curb to be painted for the bus stop.
8. Show the location of any telephone, power and gas locations to the bldg.
9. Indicate on the drawing to replace the existing curb cut(s) and sidewalk on Dayton street with standard
curb/gutter and new sidewalk. The sidewalk width shall be 10' or to the edge of the right-of-way, whichever is
greater and to match existing.
10. Provide a cross section of the new entrance on the n.e. side and the existing sidewalk. How will the new barrier
free entrance match up to the existing sloping sidewalk?
11. Add a note stating the new existing stamped concrete crosswalk shall not be cut or damaged.
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12. Replace the tree grates removed as a result of comment 8 above and replace with ADA compliant grates.
Minimum size shall be 3' x 3' to match existing.
13. A DCDA is required and shall be placed on private property at the property line in the area where the existing
concrete ramp is located. Installation shall be per City Standard details. The only other acceptable location for
the dcda would be on the interior north wall of the building on Dayton Street and the FDC and PIV would have to
be mounted on the side of the exterior wall where the ramp is located and on private property. A remote reader
would also have to be placed on the exterior face of the north wall 4.5' above sidewalk grade. In either case, per
our details, a 3 -valve cluster will be required at the water main.
14. Indicate a tapping tee and valve for the new 3' domestic.
15. Show the location of the required RPBA with hot box (must be on private property) and premise isolation on the
drawing.
16. Show and note requirement for cb protection.
17. Proposed ramp shown will not work at this corner. Provide enlarged and scaled detail of new curb ramps at the
corner.
18. The storm line from the building cannot tap into the city storm pipe. Connection must be made into the type 11 cb
#5234.
19. If steps are going to be installed in the catch basin at the nw. bldg entrance, polypropylene steps need to be
installed. Show the direction of flow of 8" pipe. Show the other pipe penetrations and invert elevations into this
cb.
20. Clarify the size of the storm pipe used to connect the private cb to the city's type 11. Two different sizes are
noted.
21. Provide cross section of curb ramp area and restaurant entrance to make sure the proper slopes are attainable.
22. The doors at the nw corner of the building appear to encroach into the right of way in the open position. The
doors may not encroach into the city right of way.
23. Show the location of the existing sewer lateral that goes from the city ssmh to the bldg corner then down the
sidewalk on 5d' ave to the angle point near the s.w. bldg corner where it then goes to the adjacent bldg. This
sewer line is in bad shape and was identified to be capped at the main under the demo permit. The adjacent bldg
sewer needs to connect to the proposed 8" line shown on the drawing. Indicate the bad sewer line is to be cut
and capped at the property line and plugged at the main.
24. Show the location of the sewer and water service lines that will go to the new public bathroom.
25. Will the sewer line from the new public bathroom also connect to the 8" or will it remain separate as indicated on
the bathroom permit drawings? If it is to connect, show the sewer cleanout in the correct postion.The drawings
need to clearly indicate the relationship between the new bathroom utility connections and the utility connections
under this permit application.
26. A sewer manhole will be required to connect the 8" lateral to the existing 10" sewer main. Show the manhole
and provide required invert elevations. The sewer cleanout for this line must be in line and at the property line
and not as shown on the drawings. Sheet A1.0 indicates the potential for a 3rd floor for multi -family. Was
this taken into consideration when sizing the sewer lateral to 8"?
27. Show construction staging area.
28. Show the location of the construction fencing.
29. Where will the drainage from the planter boxes go?
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30. Where are the irrigation lines for the planter boxes being placed? If the irrigation lines end up in the city right-
of-way, the existing sidewalks along 5th Ave and along Dayton street will have to be replaced and at the
appropriate 2% slope. The sidewalk width shall go up to the building as it does now.
31. Show upper parking lot striping on the civil drawings as well.
32. Per Federal requirements, and a recent citizen complaint, new curb ramps with truncated domes will be required
at the upper entrance off Maple St. FYI: According to our previous Traffic Engineer, the owner is at risk for
litigation relating to Federal Accessibility Standards from the Accessibility Advocacy group.
33. General Notes
a) note 3: delete " be returned to the equivalent of their preconstruction condition" and add "be replaced" and
add"standards to the end of the sentence.
34. General note #6 refers to new paving. Does this mean trench patch work?
DATE FAXED (Attach fax transmittal)
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