20080224 Old Milltown Phase II Addition.pdf
Old Milltown Phase II Addition
City of Edmonds
TH
121 5 AVENUE NORTH EDMONDS, WA 98020 (425) 771-0220 FAX(425) 771-0221
Website: www.ci.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
Plan Review Comments
Application: Date:
# bld20080224 May 19, 2008
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Project Name/Address:
Old Milltown/201 5 Ave S
Phase II Addition
Contact Person/Address/Fax:
: Ralph Allen / e-mail: rwallen@gracearchitectspllc.com
Reviewer: Division:
Jeanie McConnell Engineering
The resubmittal for the subject application has been reviewed but cannot be completed until the
following items have been addressed/corrected.
Please provide a written response to each item and resubmit 3 sets of revised drawings to Theresa
Umbaugh, Permit Coordinator.
Traffic Impact Analysis
1. The square footage of each use Restaurant, Retail and General Office as stated in the TIA, is not
consistent with what is provided on architectural plan sheet A0.1. Please revise accordingly and resubmit.
Sheet C1 Storm Water Drainage Site Plan, General Notes
1.Please revise sheet title to also state TESC Plan
2.Add a note that tree grates will need to be removed and replaced to ADA standards, a minimum of 4 x 4.
3.Show the entire driveway approach, including the wing ramps to either side of the approach. Tree grates
need to be located so as not to interfere with any sidewalk ramps and it needs to be clear if how the new
section of sidewalk to the east of the Dayton Street driveway will match into the driveway approach.
4.It appears as though the gas meters have been shown within the City right-of-way. Clearly show property
lines and easement areas on this plan sheet. Gas meters are to be located on private property.
5.Please clarify the note that states the oil/water separator will connect to floor drains and existing storm drain.
If the floor drains are in an interior parking area they will need to be connected to the sewer system. If the
floor drains are actually catch basins on the exterior of the building then they should be labeled as such and
they should connect to the storm system as indicated.
6.Provide additional detail for the parking lot and show access point to Maple Street. Provide elevations/new
contours for the new ACP that is to be sloped to the existing ACP.
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Old Milltown Phase II Addition
7.Provide details/dimensions at garage opening.
8.EROSION CONTROL note:
Revise to state: Filter fabric socks will be added . . .
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A1.0 Site Plan
1.Revise the pedestrian aisle through the upper parking lot to be consistent with the parking lot revisions
under Phase I.
2.Please add a note that states: Frontage improvements for this project, except for those shown east of the
driveway approach on Dayton Street, are to be constructed per the approved civils for Phase I. Utility
improvements are also to be constructed per approved civils for Phase I.
3.Clarify the note that states the oil/water separator will connect to floor drains and existing storm drain. If the
floor drains are in an interior parking area they will need to be connected to the sewer system. If the floor
drains are actually catch basins on the exterior of the building then they should be labeled as such and they
should connect to the storm system as indicated.
4.Remove the water service lines shown on this plan sheet that are to be abandoned under Phase I.
5.Add frontage improvement notes shown on this plan sheet to the civil plan sheet.
A0.4 Encroachment Plan
1.Revise plan sheet to be consistent with the parking lot revisions under Phase I.
2.Encroachment permit will need to be revised to include all encroachments under this phase of work.
A2.2 Level Two Floor Plan
1.Parking stalls shall be a minimum of 8.5 in width. Any potential excess in width should be reserved for
stall #1 as this stall will be difficult to maneuver adjacent to the wall.
2.Directional arrow at garage exit needs to indicate a right turn only.
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