20170217114309.pdf0
City of Edmonds
Traffic Impact Analysis Worksheet
JAN 1 12017
L
Name of Proposed Project: V49 13 e-47IJ C or -
r cE-4- DEVELOPMENT aERVICES
COUNTER
Owner/Applicant
Applicant Contact Person:
C,H 6- H c/ L/ 1,6 (-Z- A-ae_wrrz-,=-rj at-c — %,OS'.r _rA*t4X_rb #J
Name Name
/:3 01 -9 18 1 'Z
Street/Mailing Address Street/Mailing Address
L-yA,'A,LA,-,*&f;0 L4,,4- cX ,,, 4F_ fL e-77— 4-,4— Ff -Z
city State Zip city State Zip
Telephone: L? % 13) %—,S-G - 1W -Y *7 'L Telephone: L'qf 2_� 7— 5- IL - I- I S :3
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Cheeklist)
11. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: '21-45-11 H L Cr k-A", �4 ITT
(Attach a vicinity map and site plan.)
b. Specify existing land use: R 'F -T N-t --
c. Specify proposed type and size of development: I I ( ?,& 04INr Mii AOL/ EXOVT
(# of residential units andlor squarefootage of building)
Revised on 6124110 E82 -Traffic Impac I Ana lys is Works he et Page I of 5
d. Date construction will begin and be completed: 'S r V" 944 'L at -7
e. Define proposed access locations: Qsr-&e L S -t i $-# � — P-4-f—crf #41 6-rL tc-
f. Define proposed sight distance at site egress locations: QF73e L S* -r I t�i .
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:
Land Use Daily (ADT)
PM Peak -Hour Trips
IN
OUT
q -A -2-
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
OUT
c. Net New Project Trip Generation Table:
I PM Peak -Hour Trips
Land Use Daily (ADT) I IN r OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 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 18.82.13 0.
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 Per Unit
I Fee Rate
New Use ��u PQ f",-% CkA-0— r X
Prior Use Gk^0P0tV\A' CLA6 $ X
Units in
square feet,
of dwelling,
vfb, etc.
INew Use Fee: $ (D -1 - I Prior Use Fee: $ = F
UD NEW DEVELOPMENT
ITE Land Use Category
Per Unit
Fee Rate
New Use
$
MOTHER
X
Units in
square feet,
4 of dwelling,
V151), etc.
Fee
Fee
MITIGATION FEE RECOMMENDATION:
S
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)
S
TOTAL TRAFFIC IMPACT FEE
$ 0
City of Edmonds, Engineering Division Approval
L UI
Date
1 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
2009 - Impact Fee Rate Table
Edmonds Stree fs and Roads impact Fee Rate Studle
TABLE 4
OMPACT FEE RATES
(2)
(3)
(4)
(5)
(6)
Trip
ITE ITE Land Use
Trip
% New
Lerqth
Net New Trips per
Impact Fee Per Unit 0
:ode cq�egqry
Ratez
Trips'
Factor4
Unit of Measure
$1,049.41 per Trip
110 Light Industrial
0,97
100%
1.47
1,43 1,000 sq ft
I.SO per square foot
140 Manufacturing
0.73
100%
1.47
1.07 1,000 sq ft
1.12 per square foot
151 Mini -warehouse
0.26
100%
1.47
0.38 1,000 sq ft
0.40 per square root
210 Single family House
1.01
100%
1.13
1.14 dwelling
1.196.33 per dwelling unit
220 Apartment
0.62
100%
1.20
0.74 dwelling
776.56 per dwelling unit
230 Condominium
0.52
100%.
1.15
0.60 dwelling
629,65 Der dwelling unit
240 Mobile Home
0.59
100%
1.09
0.64 dwelling
671.62 per dwelling unit
251 SeNor Hous"
0.16
100%
0.93
0.15 dwelling
157.41 per dwelling unit
320 Motel
0.47
100%
1.27
0.60 roorn
629.65 per room
420 Marina
100%
G�97
018 berth
188.89 per boat berth
444 Movie Theater
3:80
85%
0.73
2.36 1,000 sq ft
2�4f! per square foot
492 Health/Fitnes 'club
3.531
75%
1.00
2.65 1,000 sq ft
2.78 pAr s uare foot
530 High School
0.97
80%
1.00
0.78 1,000 sq Ft
O�82 per square foot
560 Church
0.55
100%
120
0.66 1,000 5q ft
0.69 per square foot
56S Day Cam Center
12.46
75%
0.67
6.26 1,000 sci ft
6.57 per square Wt
620 Nursing Home
0.22
100%
0.87
0.19 bed
199.39 per bed
710 General Office
1.49
90%
1.47
1.97 1,000 sq ft
2.07 per square toot
720 Medical Office
3.46
75%
1-40
3.63 1,000 sq (t
3.81 per square foot
814 Speclafty Ratail
2.71
55%
0.60
0.89 1,000 sq ft
033 per square "t
820 Shopping Center
3.73
6S%
0.53
1.28 1,000 sq (t
1.34 per square foot
850 Supermarket
10.50
6 5 OA
0.67
4.57 1,000 sc ft
4.80 per sQuare foot
852 Convenience mkt
34.57
40%
0.40
5.53 1,000 Sq ft
5.80 per square foot
15-16 hours
912 Drive�n bank
Z5.82
SS%
0.47
6.67 1,000 sq ft
7.00 per square foot
932 Restaurant. sit-
11.15
55%
0.73
4.48 1,000 rvq ft
41�70 per square foot
down
26.15
50%
9.19 per square foot
933 Fast food, no
OW
8.76 1,000 sq ft
diriv"p
934 Fast food, wJ
33.84
51%
0,62
1 O�70 1,000 sq ft
11.23 per square foot.
drlve-up
936 Wfee/Donut
40.75
20%
0.67
SA6 1,000 sq ft
5.73 per square foot
Shop, no drive -up
938 Coffee/Donut
7S,00
20%
0.67
10.05 1,000 sq ft
10.55 per square foot
Shop, drive -up, no
indoor seating
945 Gas station
13.38
45%
0.53
3.19 vfp
3,3417�6Z per vfp5
w/converiience
2 irE Trip Gonorotion (8th Edition): 4-6 PM Peak Hour Trip Ends 4
3 Excludes pass -by trips: see *Trip Generation Handbook: An ITE Proposed Recommended
Practice" (1988)
4 Rollo to ovorago trip length.
rlvfp: vehicle fuleing posillon
Hondefson, City of Edrnonds. Washin ton
Young & October 29. ?009
Cornipany EFFECTIVE 5/1/2010 Page 21
Revised on 6124110 E82 - Traffic Impact Analysis Page 3 of 4
2004 - Impact Fee Rate Table
Edmond.5 Rocd Import t-'ev Rote Studv
TABLE
4
IMPACT FEE
RATES
(2)
M
(4)
(s)
(6)
Trip
ITE ITE Land Use
Trip
% New
Length
Not New Trips par
Impact Fee Per Unit V $
code Category
Rate'
Trips'
ractor'
Unit of Measure
763.66 per Trip
110 Light Industrial
0.98
1 DO%
1.59
1.56 1,000 Sq ft
1.19 per square foot
140 Manufacturing
0.74
100%
1.59
1.18 1,000 sq ft
0,90 per square foot
151 Mini -warehouse
0.26
100%
1.59
0,41 1,000 sq ft
0.32 per square foot
210 Single family
1.01
100%
1.09
1.10 dwelling
840.72 per dwelling unit
House
220 Apartment
0.62
100%
1.15
0.71 dwelfing
$44.49 per dwelling unit
230 Condorninium
0154
100%
1.15
0.62 dwelling
474,24 par dwelling unit
240 MoNle Home
0.56
1000A
1.09
0.61 dwelling
466,14 per dwelling unit
310 Hotel
0,61
100%
1.25
0,76 room
W29 per room
320 Mold
0.47
100%
1.25
0.59 room
448.65 yet room
4ZO Marina
0.19
100%
0.97
0.18 berth
140.74 Vor boat berth
430 Golf course
0.30
100%
1.00
0.30 acre
229.10 per acre
444 MovIe Theater
3.80,
100%
0,72
2.74 1,000 sq ft
1.36 per square foot
492 Aacquel club
1.83
100%
0,97
1.78 1,000 sq ft
3958 per square foot
530 H[gh School
1.02
100%
0.62
0.63 1,000 sq ft
0.48 per square foot
560 Church
0.66
100%
ills
0.76 1,000 sq ft
0.58 rer square foot
610 Hospital
0,92
100%
1.56
1.44 1,000 sq ft
1.10 per square foot
620 Nursing home
0.20
100%
0.87
0.17 bed
138.88 per bed
710 General Office
1.1419
100%
1.59
2.37 1,000 sq t
1.81 per sclijare. foot
720 Medical office
3.66
100%
1.50
5,49 1,000 sq It
4,19 per square foot
820 Shoaping Center
3.74
81%
0,40
1.21 1,000 sq ft
0.93 per square foot
832 Restaurant: sit-
'10.8 G
56%
1.06
G.45 1,000 scl ft
4.9 Z per square foot
down
833 rast tood, no
26.15
52%
O,GZ
8,43 1,000 sq ft
6.4 4 per square foot
drNe-up
834 Fast food. vil
33,48
51%
0,62
10.59 1,000 sq ft
8,08 per square foot
drNe-up
844 Gas station
14.56
60%
0.53
4-63 putrip
3 535�82 per vfp
845 Gas station
13.38
47%
0.53
3.33 pump
2,545.26 per vfp'
w/convenience
850 Supermarket
11.S1
55%
O.GS
4.11 1,000 scl ft
3,14 per square foot
851 Convenience
53.73
39%
0,40
8.38 1.000 sci ft
6.40 per square foot
niarket-24 lit
912 Drive-in Bank
54.77
511%
0.47
13.13 1,000 sq ft
10.03 per square foot
ITF Trip Generation (6th EdItIon): 4-6 Ptyl Peak flout Trip Ends
Excludes pass -by trips: see "Filp Generation Handbook, An ITE Proposed Recommended
praeliCe4
. (1988)
Ratio to average trip length.
vfp: vet-Icle fueling pasillon
Henderson,
Youric &
Company
EFFECTIVE 9/12/2004
City of Edmond4, Wmblngton
April 15� 2003
P ago 18
Revised on 6124110 E82 - Traffic Impact Analysis Page 4 of 4