Tiersma Plans.pdfRECEIVED
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CUSTOMER — EUC
A coordinated utilit), environment which maximizes joint utility opportunities to provide qualify service for the citizens of Edmonds
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YOU WILL BE GIVEN A CONFIRMATION NUMBER BY EACHUTILITY ONCE
YOU HAVE INFORMED THEM OF YOUR PROJECT.
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Mary McAllister - 425.670-3216
You will need to provide PUD with a site plan and a completed New Service
Questionnaire.
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New Customer Construction
Call to verify gas availability and to coordinate service install. You will need to
Department - 1.888-321-7779
provide parcel number, contact phone number and mailing address.
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You will need to provide Frontier with the location of your project, total line
Jeremy Fallt - 425,263-4024
requirement, and the date in which service is required. A copy of your
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You will need to provide Comeast with the location of your project, a copy of
Mike Fontenot 425.263-5482
your development and site plan (digital copy if available.) The date in which
service is required and a list of contact names, phone numbers & mailing
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Steve Dunphy - 425.774-7769 ext. 110
You will need to provide &WSD with the survey map Aoyour site and
For customers in Olympic View Service Area
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complete a development information form.
"T'A"X, FAKCeU. f,10.
THIS FORM MUST BE COMPLETED AND CSI VENTO DEVELOPMENT
SERVICES STAFF AT'IHE TIME OF PERMIT SUBMITTAL Rev. 10/1/13
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Larne of Proposed Project;
Peter Tiersma Short Plat
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Owner/Applicant Applicant Contact Person: IV
Peter Tiersma
Name
P.O. Box 1029
Street/Mailing Address
Woodinville, Washington 98072
City State
Jeffrey Treiber
Lovell-Sauerland & Assoc., Inc.
Name
19217 36th Avenue W., Suite 106
Street/Mailing Address
Lynnwood, Washington 98036
Zip City
State Zip
Telephone: 206-915-2232 Telephone: 42S-775-1591
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name Contact Name
Telephone: E-mail:
o ri ii-,. ii,ii it a Duerr --i Prir mew -s:.
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels Sections to Complete
L Less than 25 peak -hour trips generated 1 and 7 only (Worksheet/Checklist)
11. More than 25 peak -hour trips generated All sections
1. PROJECT DESCRIPTION
a. Location - Street address: 22318 92nd Avenue W.
(Attach a vicinity rnap and site plan.)
b. Specify existing land use: One existing single family residence
c. Specify proposed type and size of development: Two lot short subdivision
(11 of residential units and/or square footage of'he ilding)
ReWsed oil 6124110 E82 - Dwjfic Impact Analysis i1%rksheet Page 1 of 5
d. Date construction will begin and be completed: Fall 2014, completion Spring 2015
e. Define proposed access locations: New driveways will be constructed on the south
and east side.
f. Define proposed sight distance at site egress locations: Driveways will have sight
distance greater than 200 feet.
2. TRIP GENERATION
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) IN OUT
b. Proposed Project Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (ADT) IN I OUT
c. Net New Project Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (ADT) IN OUT
d. .State assumptions and methodology for internal, link -diverted or passby trips:
ReWsed ora 6124110 E82 - Trak Impact Atialysls Worksheet Page 2 of 5
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
trip distribution to be determined through use of the City traffic model. 1
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
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 ofEdrnonds Traffic Engineer
Existing Conditions
LOS
95%
Delays
Year of Opening
LOS
Delays
Five Years Beyond Change of
Land Use
Five Years Beyond Change of
LOS
Delays
Land Use
c. Describe channelization warrants:
(Attach striping plan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
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
Z Available upon request at City of Edmonds Police Department
Revised on 6/24/10 E82 - Trak Impact Analysis Worksheet Page 3 of 5
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):
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
Z Available upon request at City of Edmonds Police Department
Revised on 6/24/10 E82 - Trak Impact Analysis Worksheet Page 3 of 5
5. TRAFFIC VOLUMES
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:
6. LEVEL OF SERVICE (LOS) ANALYSIS
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
ten or more peak -hour trips. Other City -planned developments' must also be factored into the
LOS calculations.
b. Note any assumptions/variations to standard analysis default values and justifications:
' A list of planned developments are available at the City upon request for public records
Revised on 6/24/10 E82 - Trak Impact Analysis YT%rksheet Page 4 of 5
LOS
LOS
Existing Conditions Existing
Delays
Year of Opening
With Project
Without Project
Five Years Beyond Change of
Land Use
With Project
Without Project
b. Note any assumptions/variations to standard analysis default values and justifications:
' A list of planned developments are available at the City upon request for public records
Revised on 6/24/10 E82 - Trak Impact Analysis YT%rksheet Page 4 of 5
7. MITIGATION RECOMMENDATIONS
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.
ITE Land Use Category
New Use 210
Prior Use 210
Per Unit
Fee Rate
$1,196.33 X
$1,196.33 X
Units in
square feet,
# of dwelling,
vfp, etc.
E
Fee
$ 2,392.66
$ 1,196.33
New Use Fee: $ =PriorUseee: $ _ $ 1,196.331
❑ NEW DEVELOPMENT
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
of , etc.
New Use $ X —
■ '
MITIGATION FEE RECOMMENDATION: S 1,196.33_
INDEPENDENT FEE CALCULATION: $200.00 + consultant fee $
TOTAL TRAFFIC IMPACT FEE $ 1,196.33
City of Edmonds, Engineering Division Approval Date
' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5
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