Traffic Impact Analysis.pdfName of Proposed Project:
Owner/Applicant Applicant Contact Pet -son:
V_AQ'V—e.
Name Name
Tb lapcjo. oe e
Street/Mailing Address Street/Mailing Address
V4Ar t m 6'rA es
City State Zip City
...... . ...
Telephone:
Telephone: Zotp
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
WE3; f,t k X_ (..A ?"rAl
Firm Name Contact Name
I
Telephone: Uo"-" 9,37 1 `7 ak�') Z,-
State Zip
E-mail:I'k, rl'ar4c'.. us
Project Traffic Levels
Sections to Complete
",",,,,,, Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Checklist)
11. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: el.) VIA c:�a 1,4 G.1 Ok L",1
CA �J (Attach a vicinity inap and site plait.)
b. Specify existing land use: 544G%%aE L-7'
c. Specify proposed type and size of development: �,jfwq e" J "t
M 6±,,LAU"� (# of residential units andlor square,footage of building)
IX , 'Gene",
J k o
Revised on 0124110
E82 - Traffic Impact Analysis Worksheet
Page I qJ'5
�
d Date construction will begin and be : "F�nA70v
n. Define proposed access locations:
[ "ID~�
2. TRIPGENERATION . `
Source shall hxthe Eighth Edition ofthe Institute of Transportation Engineers (7[E)Trip Generation
manual. For independent (ec calculations, the current edition ofdho ITE n1anuaJ may be used.
ADT = Average Daily Traffic / /
^^. ^~.~ .~.^ trips (A. .~~.^~^ .~^~~.'~.~.^./ .^...''.y .~....`~. '
_ Existing Site Trip Generation ---_
,,PM Peak -Hour Trips
Land Use Daily (ADT)
I i I // IN 'OUT
b. Proposed Project Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (AD'T) OUT
c. Net New Project Trip
Table:
PM Peak -Hour
d. State assumpti s and methodology for internal, link -diverted or passby trips:
mm
Revised ono1)*Do Exz n,0icImpact Analysis Worksheet Page 2qJ'5
3. TMP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peals -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
a. Have sight distance requirements at egress location been met per AA HTO requirements?
b. Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the CIYOfEdinonds Traffic Engineer
Existing Conditions I LOS I I Delays
Year of Opening LOS Delays
Five Years Beyond Change of LOS Delays
Land Use
C.
(Attach siriping pl cn.)
d. Vehicle Storage/Queuing Analysis Calculate 50% and 95 % queuing lengths):
Existing Conditions
e. If appropriate, state t
50%
of
95%
control warrants (e.g. stop sign warrants, signal warrants):
f. Summarize loci accident history (only required for access to principal and minor arterials):
Available upon req est at City of Edmonds Development Services Department
2 Available upon re nest at City of Edmonds Police Department
Revised on 6/24/10 E82 - Traffic ImpactAnalysis 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 okd), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peals -hour counts, including turning movements, the year the
project is frilly open (with and without project traffic).
c. Describe the estimated ADT and peak -hour cou ts, including turning movements, five years
after the project has been fully open (with and ithout project traffic).
d. State annual background traffic growth/ actor and source:
6. LEVEL OF SERVICE (LOS) AN 'SIS
a. Summarize Level of Service An lysis below and attach supporting LOS analysis documentation.
Provide the following docume tation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. then City -planned developments I must also be factored into the
LOS calculations.
b. Note any as
s/variations to standard analysis default values and justifications:
' A list of planned developments are available at the City upon request for public records
Revised oa 0124/10 E82 - Traffic Impact Analysis Worksheet 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.
L?` 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
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfn, etc.
New Use 2 1' f "f f �t���� $ ..� ���rG' X 10 L"r.f"t, _
Prior Use
Fee
New Use Fee: $") �) ) 6 Prior Use Fee: $ I" �m — $
43 mm
U NEW DEVELOPMENT
Units in.
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
of , etc.
New Use $ X
ENT FEE CALCULATION: $200.00 (+ consultant fee
TOTAL TRAFFIC IMPACT lF EI $
City of Edmonds, Engineering Division Approval Date
Fee
' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6/24110 E82 - Traffic Impact Analysis Worksheet Page 5 of '5
211
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Unit Size Garage Number of Number of
Unit (sf) Size (0) Bedrooms Parking
Spaces
101
979
330
1
1
102
1,433
388
32
103
1,433
388
3
2
104.
1,079
388
2
2
105
1,719
458
3
2
106
1,719
458
3
2
107
1,719
4583
2
108
1,719
458
3
2
109
1,716
590
2
2
110
1,750
408
2
2
Total
15,266
4,324
25
19
Chapter 1340 Driveway,
Use the design template that will best accommodate the intended use of the driveway, unless
a smaller driveway is appropriate and will not adversely affect the traveled way of the state
highway. If necessary, use turn simulation software (such as AutoTURW) to verify the driveway
design will adequately accommodate the largest vehicle that will regularly use the driveway.
If a driveway connection has (or will have) adjacent sidewalk, use the applicable Cement
Concrete Driveway Entrance Standard Plan F-80.10 and width issued on the access permit. The
design and construction of any sidewalk shall be compliant with Chapter 1510 and Section F
of the Slawlard Plans, in addition to the latest Americans with Disabilities Act criteria.
1 N, )I r,i�,'; �r� � ��� ,i'.• ir`� �` ��, u,(,,� _.. ,, ( i )h� �., -M�I� � 1. ii
A driver on the highway needs to see far enough ahead to assess developing situations and take
actions appropriate for the conditions, such as when a vehicle is either entering or leaving the
highway at a driveway.
In addition, drivers entering the highway from a driveway also need to see enough of the
highway, whether to the left or right, so they can take actions appropriate for the conditions
to enter the highway in a reasonably safe manner.
Design and locate driveways such that the sight distances meet or exceed the distances shown
in Exhibit 1340-3; these distances may require an approaching vehicle to reduce speed or stop
to prevent a collision. In addition, provide decision sight distance for through traffic at all utility
and special -use driveways on facilities with limited access control (see Chapter 1260).
For road approaches with AWDVTE greater than 1,500, use intersection sight distance criteria
(see Chapter 1310). Areas along driveway legs and across their included corners should be clear
of obstructions that might block or affect a driver's view of potentially conflicting vehicles.
[1] Measured from the edge of through lane. If the desirable 18 -foot setback cannot be achieved, obtain
as much as practicable, down to a 1.0 -foot minimum.
[2] Not required for driveways restricted to right in/right out.
Driveway Sight Distance
Exhibit 1340-3
WSL° OT Design Manual M 22-01.10 Page 1340-5
July 2013
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