20090212072743.pdfENGINEERING DEVELOPMENT CHECKLIST
ENGINEERING DIVISION
PROPERTY NAME Holy Rosary Parish
PROJECT ADDRESS 760 Aloha Street
TYPE OF CONSTRUCTION New Parish Hall
DEVELOPER/APPLICANT Sandler Architects/Gary Seale
PRE -APP DATE February 12 2009 1:30 m
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.
[N] Complete Civil drawings
• City of Edmonds Standard Details and Edmonds Community Development Code (ECDC) are
available online at www.ci.edmonds.wa.us
• Provide construction sequence and include ESC Notes verbatim from ECDC 18.30.050.
[N] Drainage report
• Drainage system shall be designed in accordance with ECDC 18.30 Storm Water Management
[N] Traffic Impact Analysis
• Refer to and follow the requirements outlined in the traffic impact and analysis handout E82.
[N] TOPGRAPHIC DRAWING
• Existing and proposed contours (2' or 5' intervals)
• Grading plan and quantities of cut and fill. Include quantities for building foundation and provide
bottom of footing elevations.
[®] STORM DRAINAGE
.• Detention system
✓ include control structure detail
✓ Manholes- flat top not concentric
✓ Ladders- polypropylene not galvanized
✓ System profile
• Design by licensed engineer (>5000sf impervious area). Please contact Storm Water Program
Engineer Jerry Shuster by a -mail at shustergci.edmonds.wa.us or by phone at 425-771-0220,
with specific questions on design requirements.
• Water quality as required by the Storm Water Engineer and/or for areas with >5000sf paving
• Structural drawings and calculations for concrete vaults (Will be sent out for peer review. Cost
shall be pass through)
• Footing drains, if required per the Building Code or by the Geo -Tech shall connect to outfall of
detention system.
S:IENGRIADDRESS_FILESrAlphaWoha_St-7501pae20091ReviewslPRE-APP comments-700Aloha.doc Pagel oi5
• Catch basins located in underground parking shall have oil water separator and shall connect to
the building sewer line.
• Provide RIM and invert elevations for all existing and proposed storm structures.
• Storm Development Charge --- calculation is based upon impervious surface area.
• Department of Ecology (DOE) — Construction Stormwater General Permit "Notice of Intent"
(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 stortnwater.
A handout is available at the counter.
• Department of Ecology (DOE) --- Industrial Stormwater General Permit "Notice of Intent" (NOI)
for sites with the potential to add pollution to surface waters from industrial activities. Needs to
contact DOE and determine if the permit is required- A brochure is available at the counter.
j®1 SITE ACCESS
® Existing
• Driveway Approach - Access Width
✓ 30' typical for commercial properties_
✓ 24' minimum for commercial properties.
• Access Road Slope
✓ 12% max slope, waiver up to 15% per ECDC
✓ Cross slope: 4% max
• Driveway/Access Slope
✓ 14% max slope, waiver up to 20% per ECDC
✓ 6% landing area for the first 20'.
[01 FRONTAGE IMPROVEMENTS
® Existing
• Remove and replace existing sidewalk, curb & gutter currently failing or damaged during the
course of construction, per City standards and as required per City inspector.
• ADA ramp to be constructed at 7th & Aloha, in accordance with City standards. Ramp to
accommodate existing crossing/crosswalk on Aloha Street.
• Existing driveway curb cuts on Aloha to be removed and replaced per City standards in
proposed locations.
• The northern most driveway approach on 7th Ave N (providing access to new Parish Hall
parking lot) appears to meet ADA standards. Driveway approach can remain unless damaged
during the course of construction.
• The southern most driveway approach on 7th Ave N also appears to meet ADA standards up
until the transition between the driveway approach and the sidewalk section to the south. The
existing sidewalk to the south could be widened a short distance to provide for a level (less
than 2% slope) pedestrian path).
® Curb and Gutter
® Standard
13 Major arterial: 24"
All other roads: 18"
® Sidewalks
• RM, B, C: 7-10' wide
• Tree cutouts shall be 3' x 3', placed at the curb side and have approved ADA grates.
• Thickness of sidewalks shall be 5-112". Thickness at driveway approach shall be 6".
• Specify type of curb ramps to be used and reference City of Edmonds standard details.
Include standard detail with plan set.
• Truncated domes are required on all curb ramps at intersections.
S:IENGR1ADDRESS FILESIAIphalAloha-5t-760Lpre20091ReviewslPRE-APP comments-760_Aloha.doc Page 2 of 5
[®] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS
Site distance triangle requirements
✓ Landscaping near entrances shall be restricted to 3' in mature height to ensure adequate sight
distance.
✓ 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.
✓ 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%.
[®] ELECTRICAL POWER SOURCE
• Show location of pad mounted transformer, io be located on private property.
• Underground Wiring Requirements
[®] SHORING PLAN (if applicable)
• Plan
• Soil nailing not permitted in night -of -way.
• Indicate erosion control measures to insure soil stability.
• Provide calculations
• May be sent out for peer review. Cost shall be pass through.
[l] RETAINING WALLS/MODULAR BLOCK WALLS
• Follow Handout B-62
• Provide drawings and calculations (If seat out for peer review, cost shall be pass through).
[®] WATER SERVICE
® City of Edmonds Customer
• Water Connection Fee will be required for new services.
• Cross Connection Control, City contact: Linda McMurphy — 425.771.0235
• Domestic
✓ Lines >2" require an RPBA and hot box.
✓ 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
✓ 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.
S:1ENGR\ADDRESS_FIiESIAipharAloha_St-7607 pre29D91ReviewslPRE-APP comments-760—Aloha.doe Page 3. ors
• Fire Protection — When Required by Building Division and Fire Department. Separate
Fire Connection permit required; to be submitted with Building Permit application
and/or civils.
® Commerical — lines 4" or larger
• Double check detector valve assembly (DCDA) required per City standards.
✓ 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 properties 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 DCDA shall not impede any parking.
✓ Outside installation shall be in a vault per City Standards.
• Vault
✓ Lid shall berated 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.
✓ Refer to City standard details E7.8 and E7.8.1
• Post Indicator Valve (P.I.V.) and Fire Department Connection (F.D.C)
✓ Shall be placed on private property.
✓ If at all possible they shall be free standing.
✓ Minimum clearances shall be 3' radius.
✓ F.D.0 shall be 4" diameter, have a 22.5* bend at the end with a 4"storz adapter.
• Fire Line connection requires installation of valve cluster for service connections to
City system, per Edmonds Standard Details E7.18, E7.19 and E7.20.
• Fire Hydrant
✓ 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.
• Lateral — 6" line per City standards.
• Cleanouts: required at property line, at edge of easement and at the end of the run. Locking Cl
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.
• Grinder pumps: (peer review may be required and shall be a pass though fee). Follow
Handout E-61.
[®] RECYCLE/TRASH ENCLOSURE
• City Contact: Recycling Coordinator Steve Fisher -- 425.771.0235
• Refer to Handout E-37.
• Gate shall be full swing, concrete pad required.
• Enclosure to be accessible by garbage hauler.
• NO UTILITIES (I.E. GAS METERS, POWER, ETC) SHALL BE PLACED WITHIN THE
ENCLOSURE
[®] EROSION CONTROL
• ESC requirements shall be placed on the engineering drawings verbatim per ECDC 18-30.050
• ESC standard details shall be placed on drawing.
S:IEHSRIADDRESS_FILES1AlphalAloha—St-7601pre20091Reviews\PRE-APP comments-760_Aloha.doc Page 4 of 5
[®] STAGING/LAYDOWN AREA
• Show location of job site fencing.
[®] TRAFFIC CONTROL PLAN and HAUL ROUTE PLAN
[01 DISRUPTION FEES:
• Disruption fees will be assessed when any activity occupies or closes parking spacesllanes 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.
• Street disruption fees may apply if street has been overlaid within the last 5 years.
• Contractor is required to have an active state contractors license as well as City business license.
[®] 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.
S:IENGR4ADDRESS—FILESIAIpha�Alcha_St-7601pre20091ReviewslPRE-APP comments-760—Aloha.doc Page 5 or s
NOTE (BLDGS WITH SETBACKS)
1. THE DCDA AND VAULT SHALL BE LOCATED ON PRIVATE
PROPERTY AND NEXT TO THE RIGHT-OF-WAY LINE.
2. THE PIV AND FDC SHALL BE LOCATED
ON PRIVATE PROPERTY AND SHALL BE
NEAR THE DCDA.
3. THE PIV AND FDC SHALL HAVE A 3' MINIMUM
CLEARANCE BETWEEN AND AROUND THEM.
4. THE FDC SHALL HAVE A 22' BEND WITH 4' ST❑RZ
ADAPTER ON THE END.
`ago -199"
SEE DETAIL
E 7.18
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