OMT - TIA.pdfCity of Edrnorids
Traffic Impact Analysis Worksheet
Name of Proposed Project: Old Milltown - Suite 4 A, B & C- Specialty Retail Tenant Improvement
Owner/Applicant
Colby Real Estate LLC. c/o J Properties
Naine
10655 NE St., Suite 9011
S(reet/Maihng Address
Bellevue WA 98004
City
Telephone:
Applicant Contact Person-
Gvelurt Ricberts, Grace Architects, PLL
Naine
7310 15th Ave NW
Street/Mailing Address
Seattle WA 98117
State Zip City
Telephone: (206) 957-9800
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
LSA Engineering Robert L. Long, PE
State Zip
Firin Minie Contact Mune
Telephone: (425) 775-1591 RobL@LSAEngineehng.corn
THRESHOLD LEVELS OF ANALYSIS
Project Traffic Levels Sections to Complete
I. Less than 25 peak -hour trips generated I ancl 7 only (Worksheet/Checklist)
It. More than 25 peak -hour trips generated All sections
L PROJECT DESCRIPTION
,t. Locaition - Street address: 201 5th Ave S
(Attitch it a,icinily inap and sited pan.)
b. Specify existing land use: Commercial- permitted as Shopping Center
c. Specify proposed type Lind size of developnient: Specialty Retail- 2,767 sf
(# qfresidential units andlor squareft)otage ol'building)
Rcviscd fm 0124110 E82 - Trqjfic Impaci Aafdvsis Work shcet Ptl'qv I o.1 5
d. Date cons(ruction will begin anti be completed: March 2011 I July 2011
e. Define proposed access locations: On street parking, no driveway.
f. Define proposed sight distance at site egress locations: On street parking, no driveway.
2. TRIP GENERATION - NIA, Site Development already permited
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
nianual- 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 peals may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT) _
PM Peak -Hour Trips
IN
OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Re,visecl on 6V24/10 F82 -Traffic 6npactAnalpsis Worksheet Page 2 vf5
3. TRIP DISTRIBUTION- NIA, Site Development already permited
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.'
4, SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
- NIA, Site Development already permited
a. Have sight distance requirements at egress location been met per AASHTO requirements'?
h. Intersection Level of Service (LOS) Analysis:
IrltehseCti0715'to be evaluetted shall be determined by the City of Ed ponds Traffic Engineer
Existing Conditions
LOS
95%
Delays
Year of Opening
LOS
Delays
Dive Years Beyond Change of
Land Use
Five Years Beyond Change of
Laird Use
LOS
Delays
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):
Available upon request at City of Edmonds Development Services Department
Available upon request at City of Edmonds Police Department
Revised ort 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 o.1'5
5O %
95%
Existing Conditions
Year of Opening
Dive 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):
Available upon request at City of Edmonds Development Services Department
Available upon request at City of Edmonds Police Department
Revised ort 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 o.1'5
5. TRAFFIC VOLUMES- NIA, Site Development already permited
Provide the following and other planned development traffic within the city.
a. Describe existing ADT and peals -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 peatc-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 nuovenients, five years
after the project has been fully open (Will] and without project traffic).
d. State annual background traffic growth factor and source:
G. LEVEL OF SERVICE (LOS) ANALYSIS - NIA, Site Development already permited
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:
1 A list of planned developments are available at the City upon request for public records
Revised on 6124/10 &42 - Traffic: Impact Analysis Worksheel Page 4 o.1'5
LOS
LOS
Existing Conditions
Existing
Delays
Year of' Opening
With Project
Without Project
Five Years Beyond Change of
Land Use
With 1 tojeet
Without Project
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
Revised on 6124/10 &42 - Traffic: Impact Analysis Worksheel Page 4 o.1'5
7. I'VITTIGA'ION RECOMMENDATIONS
State recommended measures alid Ices required to mitigate pr(�ject specilic traffic impacts. 'ri-affic
1,
impact fee shall be calculated from the Edmonds 1�ci,,id Impact Fee R; lc: Study Table 4 (attached)
and ads identified in ECDC 18.82.120, except as otherwise provided for independent fee calcul'iti011's
in FCDC 18,82.130,
iC CMANGE IN USE,
FCC I01- 1)1-iO]- LISC shall be based oil fee established at the linic the prior use \vis lici-mitted. If the
I)l-CViOWS use wall Ilel"MIUCCI prior to the adoption of Ordinance _3516 (el'I'cclive date: 09/12/04),
the 2004 ECDC 183 82.120 in-iliact I'CC shall he. Used.
Units in
ITE Land Use Category Per Unit square fcct, i Fee
Fee Rate # of dwelling,
Nem, Use Specialty Retail $0.93 X 2,767 sf $2,573.31
,
I"Hor Use Shopping Center $0.,93 X 2,767 sf
N Nv
PriI'o'r Use Fcc� $2,573.31
�[�JseFee�-$ 2�,T73.31�� -
' 1
NEW DEVELOPMENT
Units ill
ITE Land Use Category Per Unit SLILI.are Icet,
Fee Rate # of chvellill"
v I']), etc.
New Use $ X
MITIGATION FEE RECOMMUNDATION: $0,-00
INDEPENDENT FEE CALCULATION: $200.00(+consultant fce) $
TOTAL TRAMC IMPACT FEE $0.00
City of ElInionds, Engineering Division Appi-oval.
Fam
No imiiact ttts, will be lose, 1101- Will credit be -given, I'm an inilme[ tee calculatim FOSLiltillL� in to net nco,ative,
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