Edmonds Way-10032_Key Bank_Pre app.pdf
ENGINEERING DEVELOPMENT CHECKLIST
ENGINEERING DIVISION
PROPERTY NAME __Key Bank_
PROJECT ADDRESS __10032 Edmonds Way_
TYPE OF CONSTRUCTION __Bank_
DEVELOPER/APPLICANT __Robert C. Sweet_
PRE-APP DATE ____October 23, 2008, 3pm_
ENGINEERING REPRESENTATIVE __Jeanie McConnell_
The following checklist is a reference to assist in preparing engineering drawings for a more complete
building permit application. Additional information or review comments may be precipitated during the
review of the application.
\[\] Complete Civil drawings
City of Edmonds Standard Details and Edmonds Community Development Code (ECDC) are
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available online at www.ci.edmonds.wa.us
Provide construction sequence and include ESC Notes verbatim from ECDC 18.30.050.
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\[\] Drainage report
\[\] Traffic Study
Existing channelization on Edmonds Way will need to be analyzed to determine if traffic
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heading west bound on Edmonds Way will be able to turn into the new shared access.
Additional curbing and/or medians may be required.
Please contact Bertrand Hauss, Traffic Engineer at hauss@ci.edmonds.wa.us
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\[\] Traffic Impact Analysis
If report was not 100% complete at ADB, provide the required information to complete the report
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Refer to and follow the requirements outlined in the traffic impact and analysis handout E82.
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\[\] WSDOT
Review and approval by WSDOT required for traffic revisions on Edmonds Way.
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CIVIL DRAWINGS
\[\] TOPGRAPHIC DRAWING
Existing and proposed contours (2 or 5 intervals)
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Grading plan and quantities of cut and fill. Include quantities for building foundation and provide
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bottom of footing elevations.
\[\] STORM DRAINAGE
Detention system
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Include control structure detail
Manholes- flat top not concentric
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Ladders- polypropylene not galvanized
System profile
Design by licensed engineer (>5000sf impervious area). Please contact Blaine Chesterfield,
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Storm Water Program Manager at 425-771-0220 with specific questions on design requirements.
Water quality (>5000sf paving)
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Storm drainage report to be submitted.
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(Will be sent out for peer review. Cost
Structural drawings and calculations for concrete vaults
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shall be pass through)
Footing drains, if required per the Building Code or by the Geo-Tech shall connect to outfall of
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detention system.
Catch basins located in underground parking shall have oil water separator and shall connect to
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the building sewer line.
Provide RIM and invert elevations for all existing and proposed storm structures.
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Storm Development Charge calculation is based upon impervious surface area.
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Department of Ecology (DOE)
Construction Stormwater General Permit Notice of Intent
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(NOI) for sites with the potential to disturb one or more acres of land. If needed the construction
site operator must contact DOE and apply for a permit 60 days prior to discharging stormwater.
A handout is available at the counter.
Department of Ecology (DOE)
Industrial Stormwater General Permit Notice of Intent (NOI)
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for sites with the potential to add pollution to surface waters from industrial activities. Needs to
A brochure is available at the
contact DOE and determine if the permit is required.
Development Services counter.
\[\] SITE ACCESS
Driveway/Access Width
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43 wide shared driveway access proposed. Standard driveway width for commercial
properties is 30 feet. A maximum width of 40 feet is allowable per ECDC 18.80.060.C.1, as a
staff decision. Please make a request for additional driveway width at the time of application.
\[\] FRONTAGE IMPROVEMENTS
Existing
Proposal is to remove existing access on Edmonds Way for Bartells business complex
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and create one consolidated access for Bartells, Key Bank, and McDonalds. Remove and
replace existing driveway access & curb ramps and replace with standard sidewalk, curb
& gutter per City.
Raised median in Edmonds Way (directing traffic for right and left turns when exiting
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Bartells) will likely need to be removed and replaced with straight curbing. WSDOT will
determine requirements.
Curb and Gutter
Standard
Major arterial: 24
High traffic load gutter and commercial type radii
City standard detail - E2.27 High Traffic Load Driveway Access
Sidewalks & Curb Ramps
RM, B, C: 7-10 wide
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Thickness of sidewalks shall be 5-1/2. Thickness at driveway approach shall be 6.
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Type 2 curb ramps per City standard detail E2.15, with truncated domes. On plans,
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specify type of curb ramps to be used and reference City of Edmonds standard details.
Include standard detail with plan set.
Street tree grates shall be 3 x 3.
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\[\] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS
Above ground
Drive aisles for 2-way traffic shall be 24 feet wide.
Drive aisles for 1-way traffic shall be a minimum of 12 feet wide.
13 6 vertical clearance required for Fire Department.
Please refer to Fig 18.1, found in Title 18 of the ECDC for additional parking lot layout
requirements specific to angled parking.
Must be able to show/demonstrate all required full size (8.5 x 16.5) parking stalls can be
obtained within the aggregate parking area. If this can be demonstrated the ECDC will allow
for up to 50% of the stalls to be reduced width (8 x 16.5).
Parking layout between light post or other structures is measured from the inside and not the
center of the structure.
Maximum parking lot slopes is 6%.
Landscaping near entrances shall be restricted to 3 high maximum to insure adequate sight
distance.
\[\] ELECTRICAL POWER SOURCE
Show location of pad mounted transformer, to be located on private property.
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Underground Wiring Requirements
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\[\] SHORING PLAN (if applicable)
Plan
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Soil nailing not permitted in right-of-way.
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Indicate erosion control measures to insure soil stability.
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Provide calculations
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May be sent out for peer review. Cost shall be pass through.
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\[\] RETAINING WALLS/MODULAR BLOCK WALLS
Follow Handout B-62
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If sent out for peer review, cost shall be pass through).
Provide drawings and calculations (
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\[\] WATER SERVICE
Olympic View Water and Sewer District -
must contact district and follow their requirements.
Review and approval of plans required by OVWSD and plans with signature of approval to be
submitted to the City.
\[\] SANITARY SEWER
This property is surrounded by Olympic View Water and Sewer customers, but this specific
property appears to be an Edmonds customer. Jurisdictional authority over the sewer system
will be determined once the point of connection to the sewer system is established
Olympic View Water and Sewer District
Contact district and follow their requirements.
Review and approval of plans required by OVWSD and plans with signature of approval to be
submitted to the City.
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City of Edmonds Customer
Sewer Connection Fee will be required.
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Existing lateral will need to be TVd to determine condition and size of pipe. Permission
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from Public Works required to connect to this lateral. Please contact Tim Harris at
425.771.0235.
\[\] RECYCLE/TRASH ENCLOSURE (Contact Steve Fisher, Recycling Coordinator at
425-771-0235)
Refer to Handout E-37.
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Gate shall be full swing, concrete pad required.
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Enclosure to be accessible by garbage hauler.
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NO UTILITIES (I.E. GAS METERS, POWER, ETC) SHALL BE PLACED WITHIN THE
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ENCLOSURE
\[\] EROSION CONTROL
ESC requirements shall be placed on the engineering drawings verbatim per ECDC 18.30.050
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ESC standard details shall be placed on drawing.
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\[\] STAGING/LAYDOWN AREA
Show location of job site fencing.
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\[\] TRAFFIC CONTROL PLAN and HAUL ROUTE PLAN
\[\] DISRUPTION FEES:
Disruption fees will be assessed when any activity that occupies or closes parking
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spaces/lanes or other paved areas, sidewalks, or alley for more than 72 hours.
Sidewalk
Parking spaces
Alley
\[\] RIGHT-OF-WAY CONSTRUCTION PERMIT
A right-of-way construction permit is required for all work within the City right-of-way.
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Street disruption fees may apply if street has been overlaid within the last 5 years.
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Contractor is required to have an active state contractors license as well as City business license.
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\[\] COST ESTIMATE, BONDING and 2.2% Inspection Fee;
Provide an itemized estimate for both on-site and off-site (right-of-way) improvements,
including traffic control. The amount of the bond will be based on 120% of the City approved
estimate for the off-site improvements.
The 2.2% inspection fee is based on 120% of the City approved estimate for the entire project
improvements.
\[\] OTHER
Easement or Agreement for shared driveway access and joint parking facilities.
NOTES:
Storm, Water and Sewer maps are provided as a graphical representation of existing utilities. Actual
utility locations are to be verified by the owner/applicant.
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