bld20100675-Reilly.pdf
City of Edmonds
TH
121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.ci.edmonds.wa.us
PUBLIC WORKS DEPARTMENT
Engineering Division
Plan Review Corrections
Plan Check :Date:
#BLD20100675 October 28, 2010
Project Name/Address:
Reilly – 7041
Contact Person/Address/Fax:
Sergiy Volosevych –
sergiyvol@yahoo.com
Jennifer LambertDivision:Engineering
Reviewer:
During review of the subject submittal, it was found that the following information, corrections,
or clarifications would need to be addressed. Our handouts can be found online at the City of
Edmonds web site www.ci.edmonds.wa.us under City Government/Development
Services/Engineering Division.
Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please
contact me at 425-771-0220 if you have specific questions regarding these plan corrections.
Site Plan:
1.There is a city storm line along the south property line. Please show this easement (copy attached) on
the plans.
2.Please label the asphalt driveway as exisiting or proposed.
3.Please clarify the location of the concrete driveway.
a.If it is proposed, please label as such.
b.Please clearly show the location of the proposed driveway.
4.Please note on plans that the maximum allowed driveway slope is 14%.
Grading, TESC & Profiles Plan:
1.Please add existing topographic lines.
2.Please add proposed topographic lines so that the grading calculations can be verified.
3.Please provide bottom of footing elevations.
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13
4.Please clarify (label) what 337 elevation is referring to.
5.Please provide grading calculations that expresses the amount of cubic yards that will be cut and the
amount of cubic yards that will be filled.
6.Please show all trees within the construction area and label to be removed or remain.
a.If trees are to remain and near the construction area, please show a barrier fence around the tree
to protect during construction.
7.Please add a haul route plan.
8.Please add a note that a filter sock will be added to the catch basins downstream of the site per Edmonds
Standard Detail E1.3 (typ).
9.Please show the loctation of the existing catch basin and note on plans that all effected downstream
catch basins will have a filter sock.
10.Please show silt fence in all areas of disturbance as appropriate to prevent runoff onto neighboring
properties.
11.Per Geotech report rock construction entrance is recommended, please show rock construction entrance
as stated in report.
12.Add a general notes section (example provided).
Drainage, & Utility Plan:
General:
1.Please revise the sheet title to include ‘Utilities’.
2.There is a city storm line along the south property line. Please show this easement (copy attached) on
the plans.
3.Please show the city storm line on the plans (attached).
4.Please label the utility easement along the west property line.
5.Please provide either a copy of the plat utility systems or show the plat utilities on the plan.
6.Please show all inverts of existing systems at points of connections.
Utilities:
1.Please show all proposed utitlities.
2.Please note that all new utilities must go underground.
3.Please distinguish between what utilities were installed with the short plat and what is proposed.
4.A minimum 3’ separation is required between water and power, phone, cable. Please revise plans
accordingly.
5.Please show the water service line on the plans.
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a.Please note on plans that the water service line will be a minimum of 1” diameter pipe at 160
PSI.
b.Please note on plans that a 12 gauge tracer wire is required on the water service line.
6.Please show the side sewer line on the plans.
a.Please show on the plans a cleanout approximately 2’ from the house and at the 90° bend.
b.Please provide the invert elevations at the sewer cleanouts and the stub so that the slope of the
sewer line can be verified.
c.Please note on plans what size and type of material will be used for the sewer line.
d.Please note on plans that a drive rated cover will be required for cleanouts located in driveable
surfaces.
Drainage:
1.ABS is not an approved pipe material for tightline system “Rain Drain”. Approved tightline material
are SDR35, SCH 40, N-12, and F810 Hancor. Please revise plans accordingly.
2.Please add a general note on plans: if rim to invert exceeds 5’ a Type II manhole must be installed.
3.Please add a note to the plans that the drains from the retaining wall north of the proposed residence will
be connected to the downstream side of the detention system.
4.Please show the invert elevations for the cleanouts from the retaining walls and their connection points.
5.The surface water runoff from the driveway must be collected to the detention system. Please revise
showing how the water will be directed (directional arrows)to the city system.
6.Please callout the detention pipe material on the plans.
7.Please note that the required cover over the detention pipe is 2’ under driveable areas; however, your
plans show 0 to 1’ of cover. Please revise plans accordingly.
8.Please provide rim and invert elevations of exsting catch basin where you will be connecting the
proposed storm system.
Traffic Impact Analysis:
Per Chapter 18.82 – Traffic Impact Fees of the Edmonds Community Development Code (ECDC), traffic
impact fees shall be required.
1.Please fill out numbers 1 & 7 of the Traffic Impact Analysis Worksheet included in Handout E82
(attached).
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33
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO
THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING
SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL,
STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS
REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE
PLANS ON A SET OF "AS-BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS-
BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL
TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS-
BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO
FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK
INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE
ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION,
DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION
OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE
EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH
THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL
FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED
STRUCTURAL FILL PER GEOTECHNICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND
LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND
SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON
THE PLANS.
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS NOTED OTHERWISE.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION
CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND
STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND
MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS,
EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING
AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND
OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS
AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES
SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE
AUTHORITIES GOVERNING SAID UTILITIES.
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE
NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS.
FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND
CITY.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
SYSTEM.
#E82
TRAFFIC IMPACT ANALYSIS REQUIREMENTS
from any applicant seeking development approval from the city
Traffic impact fees shall be collected
as provided in 18.82.030. This shall include, but is not limited to, the development of residential,
commercial, retail, office, and industrial land, and includes the expansion or change of existing uses that
create a demand for additional public facilities.
Impact fees shall be assessed based upon the road impact fee rates in
Timing and calculation of fees:
effect at the time of of the building permit, including but not limited to, change of use permit or
issuance
remodel permit. In the event the development activity does not require a building permit, traffic impact
fees will be assessed at the time of issuance of the business license. The 2009-Impact Fee Rate Table
(pg 3 of handout) shall be used to determine the applicable ITE Land Use Category and associated per
1
unit impact fee rate.
Calculating impact fees for a change in use: For a change in use of an existing building or
¾
dwelling unit, including any alteration, expansion, replacement or new accessory building,
the impact fee shall be the applicable impact fee for the ITE land use of the new use, less an
amount equal to the applicable impact fee for the ITE land use of the prior use, established
at the time the prior use was permitted. If the previous use was permitted prior to 9/12/04
(adoption of Ordinance 3516), the 2004-Impact Fee Rate Table (pg 4 of handout) shall be
used.
2
=
Impact Fee for NEW use Impact fee for PREVIOUS useImpact fee
3
Independent Fee Calculation: An Independent Fee Calculation may be submitted in
¾
accordance with ECDC 18.82.130 if none of the fee categories or fee amounts set forth in
the 2009-Impact Fee Rate Table describe or capture the impacts of a new development.
Complete the Traffic Impact Analysis (TIA) Worksheet or
Traffic Impact Analysis Worksheet:
prepare a traffic impact analysis report that complies with and addresses the City of Edmonds TIA
Checklist. The TIA worksheet is attached to this handout and is available on line.
Impact fees shall be paid at the time of issuance of the building permit or city
Payment of fees:
business license.
ECDC 18.82.040 identifies particular development activities in which exemptions may
Exemptions:
apply. Please refer to this code section for additional information. The director shall make the final
determination as to whether the exemption applies.
1
Impact fee rates can also be referenced in ECDC 18.82.120.
2
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
3
$200 review fee required plus actual cost of outside consultant review if required by City.
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PROJECT EXAMPLES
The following list is intended to provide
Types of projects that DO NOT trigger impact fees:
examples of projects that are exempted from the payment of traffic impact fees as identified in ECDC
18.82.040. The examples provided do not involve a change in use and do not expand the usable space
or add any residential units and therefore, do not create additional demand on the roadway system.
Traffic impact fees will not be required as a condition of development approval for these types of
projects.
A project that involves demolition of one single family residential unit and replacement with
one new single family residential unit on the same lot.
A residential remodel that does not increase the number of residential units.
A residential addition (e.g. garage, etc.) that does not increase the number of residential
units.
Decks, fences, retaining walls, etc.
Accessory dwelling unit (ADU). (Approval of an ADU is regulated by the Edmonds
Community Development Code, which limits the total number of individuals living at the
property to one family as defined in the code)
The following project examples do increase the
Types of projects that DO trigger impact fees:
number of residential units or involve commercial or other activity using the roadway system and
therefore, do create additional demand on the roadway system. Traffic impact fees shall be required as a
condition of development approval for these types of projects.
Construction of a single family residence on a previously undeveloped, vacant or subdivided
lot.
Demolition of a single family residence and construction of a commercial, mixed-use or
multi-family facility or duplex on the same property.
A tenant improvement that changes the use from general office to medical office.
Remodel of an existing multi-family building that increases the number of residential units.
Note: This information should not be used as a substitute for City codes and regulations. The
Edmonds Community Development Code (ECDC) may be viewed at
www.ci.edmonds.wa.us/codes.stm. The applicant is responsible for ensuring compliance
with the fees and regulations that are applicable at the time of submittal. If you have a
specific question about a certain aspect of your project, please contact the Engineering
Division at 121 Fifth Avenue North, (425) 771-0220. Please note that other local, state,
and/or federal permits or approvals may be required.
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2009 - Impact Fee Rate Table
EFFECTIVE 5/1/2010
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2004 - Impact Fee Rate Table
EFFECTIVE 9/12/2004
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City of Edmonds
Traffic Impact AnalysisWorksheet
Name of Proposed Project:
Owner/ApplicantApplicant Contact Person:
Name Name
Street/Mailing Address Street/Mailing Address
City State Zip City State Zip
Telephone: Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name Contact Name
Telephone: E-mail:
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels Sections to Complete
I. Less than 25 peak-hour trips generated1 and 7 only (Worksheet/Checklist)
II. More than 25 peak-hour trips generated All sections
PROJECT DESCRIPTION
1.
a.Location - Street address:
(Attach a vicinity map and site plan.)
b.Specify existing land use:
c.Specify proposed type and size of development:
(# of residential units and/or square footage of building)
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d.Date construction will begin and be completed:
e.Define proposed access locations:
f.Define proposed sight distance at site egress locations:
TRIP GENERATION
2.
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak-hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
b.Proposed Project Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
c.Net New Project Trip Generation Table:
PM Peak-Hour Trips
Land Use Daily (ADT)
INOUT
d.State assumptions and methodology for internal, link-diverted or passby trips:
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TRIP DISTRIBUTION
3.
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak-hour trips, the City Engineer reserves the right to require
1
trip distribution to be determined through use of the City traffic model.
SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
4.
a.Have sight distance requirements at egress location been met per AASHTO requirements?
b.Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer
Existing Conditions LOSDelays
Year of Opening LOSDelays
Five Years Beyond Change of
LOSDelays
Land Use
c.Describe channelization warrants:
(Attach striping plan.)
d.Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50 % 95 %
Existing Conditions
Year of Opening
Five Years Beyond Change of
Land Use
e.If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
2
f.Summarize local accident history (only required for access to principal and minor arterials):
1
Available upon request at City of Edmonds Development Services Department
2
Available upon request at City of Edmonds Police Department
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TRAFFIC VOLUMES
5.
1
Provide the following and other planned development traffic within the city.
a.Describe existing ADT and peak-hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b.Describe the estimated ADT and peak-hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c.Describe the estimated ADT and peak-hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d.State annual background traffic growth factor and source:
LEVEL OF SERVICE (LOS) ANALYSIS
6.
a.Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
1
ten or more peak-hour trips. Other City-planned developments must also be factored into the
LOS calculations.
LOSLOS
Existing Conditions ExistingDelays
Year of Opening With ProjectWithout Project
Five Years Beyond Change of
With ProjectWithout Project
Land Use
b.Note any assumptions/variations to standard analysis default values and justifications:
1
A list of planned developments are available at the City upon request for public records
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MITIGATION RECOMMENDATIONS
7.
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
Units in
Per Unit square feet,
ITE Land Use Category Fee
Fee Rate # of dwelling,
vfp, etc.
=
$
X
New Use $
=
$
X
Prior Use $
$
1
-=
New Use Fee: $Prior Use Fee:$
NEW DEVELOPMENT
Units in
Per Unit square feet,
ITE Land Use Category Fee
Fee Rate # of dwelling,
vfp, etc.
=
$
X
New Use
$
OTHER
$
MITIGATION FEE RECOMMENDATION:
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)$
TOTAL TRAFFIC IMPACT FEE $
City of Edmonds, Engineering Division Approval Date
1
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
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