Traffic_Impact_Analysis_Worksheet.pdfCity af Edrrwnds
T'raffic Irripact,,, Ar'ialysis Workst"ieet
Name of Proposed Project:
Owner/Applicang
Applicant Contact Persow
mm
Strect/Mailing Address
city State
Teleplione:
T"raffic Engineer who prepared the Traffic Impact Analysis (ifap plic able):
Firm Nairic Contact Name
Telephone: E-mail:
I
THRESHOLD LEVELS OF ANALYSIS
Prq�ct'T'raffic Levels Sections to Com lett
J.. Less than 25 peak hour trips generated. I and 7 only (Worksheet/Chec](fist)
. . . ............
11. More than 25 peak -hour tfips generated All sections
MUZU011
M
<
a,
- Street
Location address,
Attach as viciniq7 ap and site planj
b. Specify existing land use:
Specify proposed type and size ofdevc1optnew:
-- ------ - -
Revised on 612,'Y10 pm,e I o/ S
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. . .........................
....... . ..........
. . . . ...... ............... .
. .. . ... ................ ............
Street/Mailing Address
11"',
L
�Y
City
State
Zip
Telephone:
Applicant Contact Persow
mm
Strect/Mailing Address
city State
Teleplione:
T"raffic Engineer who prepared the Traffic Impact Analysis (ifap plic able):
Firm Nairic Contact Name
Telephone: E-mail:
I
THRESHOLD LEVELS OF ANALYSIS
Prq�ct'T'raffic Levels Sections to Com lett
J.. Less than 25 peak hour trips generated. I and 7 only (Worksheet/Chec](fist)
. . . ............
11. More than 25 peak -hour tfips generated All sections
MUZU011
M
<
a,
- Street
Location address,
Attach as viciniq7 ap and site planj
b. Specify existing land use:
Specify proposed type and size ofdevc1optnew:
-- ------ - -
Revised on 612,'Y10 pm,e I o/ S
d. Date construction will begin and be completed:
e. Define proposed access locations;
f. Define proposed sight distance at site egress locations:
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 Pear -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
Revised on 6/24/10 E82 - Trqjfic Irnpczc! izzalysis 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.'
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 LOS Delays
Year of Opening LOS Delays
Five Years Beyond Change of Land Use LOS LE
c. Describe channelization warrants:
(Attaeh striping plan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50% 1 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):
Available upon request at City of Edmonds Development Services Department
Available upon request at City of Edmonds Police Department
Revised on 6124110 E82 - Ti aJf is Arpad Analysis Worksheet Page 3 of 5
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 opera (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.
LOS I I LOS
Existing Conditions I Existing I I Delays
Year of Opening With Project Without Project
Five Years Beyond Change of With Project Without Project
Land Use
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 6124110 E82 - Traff c Impaef Anah sis Worksheet Page 4 of 5
7. 1'+ 1'l'1C'.A'"11'1ON R,aa CA)MMU14DA"TIONS
State rccorm,nernied ii-neasurcs and Cces lequired to mitigate pro.ject specific traffic in-ipacs, Traffi(,:,
irripact fee shall be calculated from, the Edmorids Road Impact Pcc, Rate Study Table 4 (a.1tached)
and as idcntifiod in ECDC 18.82. 120, except as otherwise provided for indepcnck-tat tee calculations
iri ECDC 18.82.130.
_'E IN USE
_1 CHANCTI
I"ce for prior use shall be 1,-ased on R. -.e established at the kine the prior use ww., permitted, If, the
provious use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 rCDC 18,82,120 inip act fee shall be used.
ITE Land Use Catcgory
New Use
.... .. .... . —
PHOO. Use
Units in
Per Unit Square feet,
Fee Rate tf of dwelling,
$ X
$ x
[N .,:k,w Use Fee, $ PrIO, U, __ Fee,
NEW DEVELOPMENT
ITE Land Use CategoryPel- Unit
l Fee Rate
I
L OTHE.R
10
units it)
square feet,
of dwelling,
V111), etc.
, No ioq")ac'L fi"'c!S WM [)e (Rm., not wlli a be jxivc�'11' for alu Aljfqjac�fc'v c'akulalion for t I'lOt lW,?,,MiVU.
1"'82 T° affic° Mqwry Amlht 'Js fflorlc'Owel 'i