Admiral Way-326_Edmonds Yacht Club_new bldg.pdf
ENGINEERING DEVELOPMENT CHECKLIST
ENGINEERING DIVISION
PROPERTY NAME __Edmonds Yacht Club_
PROJECT ADDRESS __326 Admiral Way property leased from Port_
TYPE OF CONSTRUCTION __New Yacht Club_
DEVELOPER/APPLICANT __Taylor Gregory Butterfield Architects_
PRE-APP DATE ____July 10, 2008, 1:30pm
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 A request for detention waiver and direct release of storm water to the
Sound may be considered. You may contact Don Fiene by e-mail at fiene@ci.edmonds.wa.us to
further discuss. Detention waiver requests are to be submitted in writing to the City.
\[\] 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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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 See notes under Drainage Report above.
Detention system
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Include control structure detail
Manholes- flat top not concentric
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 counter.
contact DOE and determine if the permit is required.
\[\] SITE ACCESS
Downtown business area
Alley access required
All other areas
Street access okay
Driveway/Access Width
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24 drive aisle for 2-way traffic
Access Road
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12% max slope, waiver up to 15% per ECDC
Cross slope: 4% max
Driveway/access slope
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14% max slope, waiver up to 20% per ECDC
6% landing area for the first 20.
\[\] FRONTAGE IMPROVEMENTS
Existing
Remove and replace existing sidewalk, curb & gutter per City standards as required to
complete construction and/or per City inspector.
\[\] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS
Site distance triangle requirements
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Buildings; provide a site window or clear area to insure line-of-sight.
Landscaping; maximum height within the site triangle shall not exceed 3 at full growth.
Curb to be painted yellow for a minimum distance of 5 on both sides of the driveway.
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.
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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
City of Edmonds Customer
Water Connection Fee will be required.
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Domestic
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Lines >2 require an RPBA and hot box. Contact Linda McMurphy, Cross Connection
Control Specialist at 425-771-0235.
Domestic lines shall not be used for both domestic and fire sprinkler protection unless
approved by the Fire Department, Public Works and Engineering.
Backside of water meter to be located at property line.
Irrigation
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Show separate irrigation meter.
Show location of backflow assembly on private property immediately after the meter.
Irrigation Sprinkler Permit to be obtained from Public Works. Contact Linda McMurphy,
Cross Connection Control Specialist at 425-771-0235.
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Fire Protection When Required by Building Division and Fire Department. Separate
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Fire Connection permit required; to be submitted with Building Permit application
and/or civils.
Commerical lines 4 or larger
Double check Detector valve assembly (DCDVA) required per City of Edmonds
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Standard Details E7.8 and E7.8.1
Assembly shall not be placed in City right-of-way but shall be installed on private
property within 10 of the property line. See Edmonds Standard Detail E7.20
For commercial buildings with zero lot line, assembly shall be placed interior wall
immediately adjacent to the property line and on the side where the water main is
located. TRPL Remote reader shall be placed on the exterior wall in this situation.
See Standard Detail E7.19
Inside installation of DCDVA shall not impede any parking.
Outside installation shall be in a vault per City Standards.
Vault
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Lid shall be rated H-30 in paved areas and H-10 in landscaped areas.
Lid shall be L.W. Hatch type D with built in storm gutter and drain.
Post Indicator Valve (P.I.V.) and Fire Department Connection (F.D.C)
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Shall be placed on private property.
If at all possible they shall be free standing.
Minimum clearances shall be 3 radius.
F.D.C shall be 4 diameter, have a 22.5* bend at the end with a 4storz adapter .
Fire Line connection requires installation of valve cluster for service connections to
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City system, per Edmonds Standard Details E7.18, E7.19 and E7.20.
Fire Hydrant
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Hydrant will be required if maximum spacing between hydrants exceeds 150
radius or furthest structure is >150 from existing hydrant.
\[\] SANITARY SEWER
City of Edmonds Customer
Sewer Connection Fee will be required.
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Lateral
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9 units or less; 6 minimum
10 units or more; 8 minimum and must install manhole at main
Cleanouts: required at property line, at edge of easement and at the end of the run. Locking CI
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lamphole covers shall be installed at property line and when located in hard surfaces.
Cleanouts shall be placed a maximum of 100 apart when the lateral length exceeds 100 feet.
peer review may be required and shall be a pass though fee
Grinder pumps: (). Follow
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Handout E-61.
\[\] 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
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\[\] 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
Easements
Right-of-way dedications
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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