236th St SW-8121_Multi and MU_Pre-App.pdfO-V ED 0 ENGINEERING DEVELOPMENT CHECKLIST
ENGINEERING DIVISION
PROPERTY NAME —Park Edmonds Apartments
PROJECT ADDRESS 8121 236th St SW
TYPE OF CONSTRUCTION 1 new Multi -Family and I new Mixed Use
DEVELOPER/APPLICANT Mark Travers
PRE-APP DATE November 6, 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.
[Z] Complete Civil drawings
City of Edmonds Standard Details and Edmonds Community Development Code (ECDC) are
available online at www.ci.edmonds.wa.us
0 Provide construction sequence and include ESC Notes verbatim from ECDC 18.30.050.
[Z] Drainage report - See storm drainage comments below.
[Z] Traffic Impact Analysis
• If report was not 100% complete at ADB, provide the required information to complete the report
• Refer to and follow the requirements outlined in the traffic impact and analysis handout E82.
�CIVIL D
[Z] 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.
[Z] STORM DRAINAGE
An existing storm detention/water quality pond is located on the SE corner of the subject
property. The pond currently provides storm water quality control for the entire Park
Edmonds Apartments site. As the existing pond is in a location that would be under the
proposed mixed -use building, a new storm water system will need to be designed for both
the existing impervious surfaces as well as for the new impervious areas created with this
development.
Detention system
Include control structure detail
Manholes- flat top not concentric
Ladders- polypropylene not galvanized
System profile
SAENGRTRIVATE DEVELOMENT PROJECT&REVIEMPRE-APP06th St SW-8121—Multi and MU—Pre-App.doc Page 1 of 4
Revised 10/07
• Design by licensed engineer (>5000sf impervious area). Please contact Stonn Water Program
Engineer Jerry Shuster by e-mail at shuster@ci.edmonds.wa.us or by phone at 425-771-0220,
with specific questions on design requirements.
• Water quality (>5000sf paving)
• Storm drainage report to be submitted.
• Structural drawings and calculations for concrete vaults (Will be sent outforpeer 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.
• 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 Stonnwater 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 storrawater.
A handout is available at the City of Edmonds Development Services permit 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 City of
Edmonds Development Services permit counter.
[Z] SITE ACCESS —
Z Existing access from 236th and emergency access from 234 1h . No changes proposed.
[Z] FRONTAGEIMPROVEMENTS
Z Existing
Existing driveway cut on 236th, to storm detention pond, to be removed and replaced with
standard curb, gutter and sidewalk per City standards.
Z Curb and Gutter
Z Standard
Major arterial: 24"
All other roads: 18"
Z Sidewalks
RM,B,C: 7-10'wide
Thickness of sidewalks shall be 5-1/2". Thickness at driveway approach shall be 6".
[Z] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS
Z Above ground — for any revisions to existing parking.
,/ Drive aisles for 2-way traffic shall be 24 feet wide.
V 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%.
SAENGRTRIVATE DEVELOMENT PROJECT&REVIEMPRE-APP06th St SW-8121—Multi and MU—Pre-App.doc Page 2 of 4
Revised 10/07
Landscaping near entrances shall be restricted to 3' high maximum to insure adequate sight
distance.
Below ground — Parking garage
Oil/water separator - connect to sanitary sewer. Storm water runoff not to tie into sewer.
Drive aisles for 2-way traffic shall be 24 feet wide.
Drive aisles for I -way traffic shall be a minimum of 12 feet wide.
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 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 columns can be measured from the center to center of the column but
the inside dimension (face to face of column) shall at no time be less than 8' wide.
Changes in column location/size will require a new parking plan layout and approval prior
to issuance of the building permit to insure all required full width stalls can be met.
Driveway slope shall be a maximum of 6% for the first 20' and 14% thereafter.
Review structural and mechanical plans to insure columns and mechanical structures do not
impact parking numbers and size.
Show sliding gates on civil and architectural plans. Gates shall not impact parking stall
widths
Sight windows or other structural clearances at the parking entrance shall be provided to
insure proper sight distance clearances
[NJ ELECTRICAL POWER SOURCE
• Show location of pad mounted transformer, to be located on private property.
• Underground Wiring Requirements
SHORING PLAN (if applicable)
• Plan
• Soil nailing not permitted in right-of-way.
• Indicate erosion control measures to insure soil stability.
• Provide calculations
• May be sent out for peer review. Cost shall be pass through.
[F11 RETAINING WALLS/MODULAR BLOCK WALLS
• Follow Handout B-62
• Provide drawings and calculations (If sent outfor peer review, cost shall be pass through).
[Z] WATER SERVICE
Z Olympic View Water and Sewer District - must contact district and follow their requirements.
OVWSD to review and approve plans. Provide 3 copies of plans with signature of approval to the
City of Edmonds.
[Z] SANITARY SEWER
Z 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.
SAENGRTRIVATE DEVELOMENT PROJECT&REVIEMPRE-APP06th St SW-8121—Multi and MU—Pre-App.doc Page 3 of 4
Revised 10/07
[F11 RECYCLE/TRASH ENCLOSURE (Contact Steve Fisher, Recycling Coordinator at
425-771-0235)
0 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.
STAGINGALAYDOWN AREA
0 Show location of job site fencing.
[Z] TRAFFIC CONTROL PLAN and HAUL ROUTE PLAN
[Z] DISRUPTION FEES:
Disruption fees will be assessed when any activity occupies or closes parking spaces/lanes or
other paved areas, sidewalks, or alley for more than 72 hours.
,/ Sidewalk
V Parking spaces
V Alley
[Z] 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.
[Z] COST ESTIMATE, BONDING and 2.2% Inspection Fee;
Z 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.
Z The 2.2% inspection fee is based on 120% of the City approved estimate for the entire project
improvements.
[F-11 OTHER
F-1 Easements
R 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.
SAENGRTRIVATE DEVELOMENT PROJECT&REVIEMPRE-APP06th St SW-8121—Multi and MU—Pre-App.doc Page 4 of 4
Revised 10/07