APPROVED-TIA-BLDGS A B C DGTC
Gibson Traffic Consultants, Inc.
2813 Rockefeller Avenue
Suite B
Everett, WA 98201
428.339.8266
Independent Fee Calculation
18 new apartment units - 1 SFR (demo)
= $54,903.80
$54,903.80/4 buildings = $13,725.95/ea bldg
ENGINEERING DIVISION
APPROVED AS NOTED
NOTEDY/ 4"3/26/2021
APPROVED AS NUIr
RY EN IN ING
Date
CITY COPY
13L a �D
JAJ0!xv)
BUILDING
bt-D2-0ZU - 19
22810 Edmonds 'Way
Traffic Impact Analysis
Prepared For: Kisan Enterprises
Jurisdiction: City of Edmonds
April 2019
42322 �
70NA1
GTC # 19-071
22810 Edmonds Way Traffic Impact Analysis
TABLE OF CONTENTS
1.
PROJECT DESCRIPTION............................................................--......................;.............-..1
2.
METHODOLOGY..................................................................................................................1
3.
TRIP GENERATION..............................................................................................................
4
4.
TRIP DISTRIBUTION...........................................................................................................
4
5.
SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY.--.......-
� ............................... — 6
5.1 Level of Service Analysis .................................................... ............................................
6
5.2 Collision Summary .............................................................._..........................................
8
6.
LEVEL OF SERVICE ANALYSIS........................................................................................
8
7.
MITIGATION RECOMMENDATIONS...............................................................................
9
8.
CONCLUSIONS.....................................................................................................................
9
LIST OF FIGURES
Figure1: Site Vicinity Map........................................................................................................... 2
Figure 2: Development Trip Distribution...................................................................................... 5
Figure 3: 2021 Future with Development Traffic Volumes.......................................................... 7
LIST OF TABLES
Table 1: Level of Service Criteria for Intersections....................................................................... 3
Table2: Trip Generation Summary ................................................................................................;. 4
ATTACHMENTS
Trip Generation Calculations........................................................................................................... A
Existing Turning Movement Counts and Turning Movement Calculations....................................B
PM Peak -Hour Level of Service Analysis...................................................................................... C
WSDOTCollision Data................................................................................................................. D
City of Edmonds Traffic Mitigation Fee Table.............................................................................. E
SitePlan........................................................................................................................................ F
Gibson Traffic Consultants, Inc. April 2019
infoe. ibsontraffic.com GTC #19-071
i
22810 Edmonds Way Traffic Impact Analysis
1. PROJECT DESCRIPTION
The 22810 Edmonds Way development is located along the south side of SR-104 (Edmonds
Way), east of 951h Place W. A site vicinity map is shown in Figure 1. The 22810 Edmonds Way
is proposed to consist of 18 multifamily low-rise units with the existing house on the site to be
removed. The units will gain access to the Cascadian In Edmonds apartment complex parking
lot to the west of the existing single-family house and the signal at the intersection of SR-
104/95th Place W. The development is proposed to be constructed/occupied before 2021. The
development will modify the access to the Cascadian In Edmonds apartment complex by
creating two 12-foot ingress lanes and one 12-foot egress lane. The existing c-curbing will be
removed.
2. METHODOLOGY
The Institute of Transportation Engineers (ITE) Trip Generation, loth Edition (2017) is the
nationally accepted source for trip generation estimates for specific land uses. The trip
generation estimates include trip generation rates and equations for time periods such as average
daily traffic, morning and evening peak -hours for typical weekday, Saturday and Sunday. The
ITE rates represent the national averages and may vary from area to area as demonstrated by the
range of rates included in ITE Trip Generation, loth Edition for specific land uses.
The peak -hour level of service (LOS) analysis calculations were completed using the Synchro
10, software. This software applies the operational analysis methodology of the current
Highway Capacity Manual (HCM). Traffic congestion is generally measured in terms of level of
service. In accordance with the HCM 6th Edition, road facilities and intersections are rated
between LOS A and LOS F, with LOS A being free flow and LOS F being forced flow or
over -capacity conditions. The level of service criteria is summarized in Table 1. The level of
service at two-way stop -controlled intersections is based on the average delay of the worst
approach. The level of service at signalized and all -way stop -controlled intersections is based on
the average delay for all approaches. Geometric characteristics and conflicting traffic
movements are taken into consideration when determining level of service values.
Gibson Traffic Consultants, Inc. April 2019
info@gibsontraffic.com GTC #19-071
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18 MULTIFAMILY
LOW-RISE UNITS DEVELOPMENT SITE
CITY OF EDMONDS STUDY INTERSECTION
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TRAFFIC IMPACT STUDY
GTC #19-071
FIGURE 1
SITE VICINITY
MAP
22810 Edmonds Way Traffic Impact Analysis
Table 1: Level of Service Criteria for Intersections
Level of 1
Service
Expected
Delay
Intersection Control Delay
Seconds r Vehicle
Unsignalized
Intersections
Signalized
Intersections
A
Little/No Delay
<10
<10
B
Short Delays
>10 and <15
>10 and <20
C
Average Delays
>15 and <25
>20 and <35
D
Long Delays
>25 and <35
>35 and <55
E
Very Long Delays
>35 and <50
>55 and <80
F
Extreme Delays2
>50
>80
Per the June 2015 Comprehensive Transportation Plan; the acceptable level of service for City of
Edmonds intersections is LOS D for arterials and LOS C for collectors. Highways of Statewide
Significance, SR-104, are not subject to local concurrency standards; however, WSDOT has
established a standard of LOS D for these facilities. The City of Edmonds monitors these
roadways and coordinates with WSDOT to address any deficiencies.
The analysis has been performed for the existing conditions, 2021 baseline conditions, and 2021
future with development conditions during the PM peak -hour. Existing counts were collected by
Traffic Data Gathering (TDG) on April 16, 2019 for the PM peak -hour. That count was
compared to the count taken at the intersection on September 13, 2013 which showed no growth
during the PM peak -hour; however, 2021 baseline turning movements were calculated by
applying an annually compounding growth rate of 1% to the existing turning volumes to be
conservative. The 2021 future with development turning movements have been calculated by
adding the development's trips to the 2021 baseline turning movements. The traffic volume
calculations are included in the attachments.
i Source: Highway Capacity Manual 611 Edition
LOS A: Free -flow traffic conditions, with minimal delay to stopped vehicles (no vehicle is delayed longer
than one cycle at signalized intersection).
LOS B: Generally stable traffic flow conditions.
LOS C: Occasional back-ups may develop, but delay to vehicles is short term and still tolerable.
LOS D: During short periods of the peak hour, delays to approaching vehicles may be substantial but are
tolerable during times of less demand (i.e. vehicles delayed one cycle or less at signal).
LOS E: Intersections operate at or near capacity, with long queues developing on all approaches and long
delays.
LOS F: Jammed conditions on all approaches with excessively long delays and vehicles unable to move at
times.
2 When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which
may cause severe congestion affecting other traffic movements in the intersection.
Gibson Traffic Consultants, Inc. April 2019
iiifo@gibsoittiial-tic.coin GTC #19-071
3
22810 Edmonds Way Traffic Impact Analysis
3. TRIP GENERATION
Trip generation calculations for the 22810 Edmonds Way development are based on national
statistics contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 10
Edition (2017). The average trip generation rates for the following ITE Land Uses were utilized:
■ Land Use Code 220, Multi -Family Housing (Low -Rise) — 18 Units
■ Land Use Code 210, Single -Family Detached — I Unit (Removed)
The development will generate 122.32 new daily trips, 7.54 new AM peak -hour trips and 9.09
new PM peak -hour trips. The trip generation is summarized in Table 2.
Table 2: Trip Generation Summary
Land Use
Size
Average
Daily
AM Peak -Hour Trips
PM Peak -Hour Trips
Trips
Inbound
Outbound
Total
Inbound
Outbound
Total
Multi -Family Housing
(Low -Rise)
18 Units
131.76
1.90
6.38
8.28
6.35
3.73
10.08
ITE LUC 220
Single -Family
ITE LUC 210
-1 Unit
-9.44
-0.19
-0.55
-0.74
-0.62
-0.37
-0.99
Removed
TOTAL NEW
122.32
1.71
5.83
7.54
5.73
3.36
9.09
The trip generation calculations are included in the attachments.
4. TRIP DISTRIBUTION
The distribution of trips generated by the 22810 Edmonds Way residential development are
based on recent PM peak -hour counts performed for the adjacent intersection of SR-104 at 95'i'
Place W, which included the adjacent apartment complex as the south leg. It has been assumed
that distribution for the 22810 Edmonds Way development will be similar to the adjacent
apartment complex. The count data showed that approximately 30% of the total inbound and
outbound trips travel to and from the west and 50% travel to and from the east. The remaining
20% travel to and from the north through the signalized intersection. This distribution has
therefore been applied to the trips generated by the 22810 Edmonds Way development. The
distribution of daily and PM peak -hour trips generated by the development are shown in Figure
2.
Gibson Traffic Consultants, Inc.
info@,gibsontraffic.com
April 2019
GTC #19-071
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GIBSON TRAFFIC CONSULTANTS
22810 EDMONDS WAY LEGEND
18 M U LTI FAMI LY AWDT NEW DAILY TRAFRC
PM H PEAK NEW PM PEAK HOUR TRIPS
LOW-RISE UNITS
25 CITY OF EDMONDS TRIP DISTRIBUTION
238TH ST SW
240TH ST SW
242ND ST SW
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220TH ST SW 3
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222ND ST SW
224TH ST SW
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234TH ST SW
234TH PL SW
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TRAFFIC IMPACT STUDY
GTC #19-071
FIGURE 2
DEVELOPMENT
TRIP DISTRIBUTION
22810 Edmonds Way Traffic Impact Analysis
5. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
All the multifamily units will gain access to the Cascadian In Edmonds apartment complex
parking lot to the west of the existing single-family house and the signal at the intersection of
SR-104/951h Place W. The frontage of the development currently has curb, gutter and sidewalk.
SR-104 is a 5-lane section along the development's frontage, which provides two lanes in each
direction and a center two-way-left-turn-lane/left-turn pocket. The 50th percentile queuing for the
westbound left -turn at the signal is anticipated to be less than 22 feet.
5.1 Level of Service Analysis
Level of service analysis has been performed for the signalized intersection of SR-104 at 95th
Place W to ensure it would continue to operate at an acceptable level of service. The analysis has
been performed for the year 2021, which is when it would be anticipated the residential units
would become fully occupied. The 2021 turning movement volumes are based on the counts
performed for the intersection of SR-104 at 95th Place W. These counts were performed by the
independent count firm of Traffic Data Gathering (TDG) on Tuesday, April 16, 2019 between
4:00 PM and 6:00 PM. An annually compounding growth rate of 1%, which accounts for
development in the area, was applied to the existing volumes to determine the 2021 baseline
volumes. The 2021 baseline volumes represent the future volumes before the development is
constructed. The 2021 future with development volumes were calculated by adding the
development trips to the 2021 baseline volumes. The 2021 future with development volumes at
the site accesses are shown in Figure 3.
The level of service analysis shows that the signalized intersection of SR-104 at 95' Place W
will operate at LOS C with 31.6 seconds of delay. The level of service analysis also shows that
the 50th percentile queue length at the intersection will be less than 1 westbound vehicle.
Gibson Traffic Consultants, Inc.
i nfo�r)�gl bsontraft f c. coil]
April 2019
GTC # 19-071
on
GIBSON TRAFFIC CONSULTANTS
22810 EDMONDS WAY LEGEND
18 MULTIFAMILY ,x�
LOW-RISE UNITS
CITY OF EDMONDS
PM PEAK HOUR
TURNING MOVEMENT VOLUMES
TRAFFIC IMPACT STUDY
GTC #19-071
FIGURE 3
FUTURE 2021
WITH DEVELOPMENT
TRAFFIC VOLUMES
m
22810 Edmonds Way Traffic Impact Analysis
5.2 Collision Summary
The latest 5-year collision history from January 1, 2014 through December 2018 was obtained
from WSDOT. The development's access is located at MP 26.80 (signalized intersection of SR-
104/95a' Place W). There were 16 collisions in the 5-year reporting period that were at the
signalized intersection. There were: 1 sideswipe, 1 opposite direction, 1 pedestrian/bike, 5 at
angle, 5 rear end, and 3 fixed object collisions.
Based on the existing count showing 2,144 PM peak -hour trips, a K factor of 10 to estimate
21,440 daily trips at the intersection; the 16 collisions result in a collision rate of 0.41 collisions
per million entering vehicles (NEV). The WSDOT 2011 Washington State Collision Data
Summary, the most recent one available from WSDOT, shows that the collision rate for an Urban
Principal Arterial in the Northwest Region, which are roadways similar to SR-104, is 2.27
collisions per million vehicle miles of travel. The collision rate at the development's accesses
should therefore be considered acceptable since the collision rate is below the state average.
6. LEVEL OF SERVICE ANALYSIS
Future intersection level of service analysis is typically only required at off -site intersections that
are impacted with 25 or more PM peak -hour development trips. The 22810 Edmonds Way
development will not impact any off -site intersections with 25 PM peak -hour trips. Therefore,
off -site intersection level of service analysis would not be required.
The level of service analysis at the site access intersection has discussed under section 5.3 Level
of Service Analysis. The analysis shows that the site access intersection will operate at
acceptable LOS C.
Gibson Traffic Consultants, Inc.
infood gibsontraffic.com
April 2019
GTC #19-071
H
22810 Edmonds Way Traffic Impact Analysis
7. MITIGATION RECOMMENDATIONS
The applicable traffic mitigation fees are from City of Edmonds Code 3.36.125. The City of
Edmonds has calculated traffic mitigation fee of $5,530.21 per PM peak -hour trip for 2019 and
beyond. The development will generate 10.08 PM peak -hour trips before credit for the existing
home which will require $55,744.52 in mitigation fees. The existing house is credited based on
the 2004 Impact Fee Rate Table which identified $840.72 as the mitigation fee for a single-
family house. With the single-family house credited towards the mitigation fees the 22810
Edmonds Way development would have mitigation fees of $54,903.80.
8. CONCLUSIONS
The 22810 Edmonds Way development is a proposed 18 multifamily low-rise unit development
with the existing house to be removed. The site is located on the south side of SR-104, east of
95'' Place W. However, all the units will access the public road system via the adjacent signal.
The development will have an easement to the adjacent apartment complex to the west and the
signal of SR-104/95"' Place W.
The development will have traffic mitigation fees of $54,903.80, based on the City of Edmonds
updated traffic mitigation fee. The development will not have a significant impact on the
surrounding intersections.
Gibson Traffic Consultants, Inc. April 2019
info ,gibsontra c.cam GTC #19-071
9
Trip Generation Calculations
A
22810 Edmonds Way
GTC #19-071
Trip Generation for: Weekday
(a.k.a.): Average Weekday Daily Trips (AWDT)
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONS
DIRECTIONAL
ASSIGNMENTS
TOTAL
PASS -BY
DIVERTED
DIVERTED
NEW
Gross Trips Internal
Crossover
LINK
LINK
USES
VARIABLE
ITE
Trip
LU
°
/o
°
/°
In+Out
% of
Gross
Tri ps
In+Out
In+Out
% of
Ext.
In+Out
% of
Ext.
In+OutLAND
dPASS-BY
Out
In
Out
In
Out
Rate
code
IN
OUT
(Total)
Trips
(Total)
(Total)
Trips
(Total)
TripsMultifamily
(Total)In
[Low-Risai
18 units
220 732
50%
50%
132
0%
0
132
0%
0
0%
0
0
0
0
0
65.88
65.88
Single -Family (Removed)
-1 units
210 9.44
50%
50%
-9
0%
0
-9
0%
0
0%
0
0
0
0
0
-4.72
-4.7Totals
122
0
122
0
0
0
0 11
0
1 0 11
61.16
61.16
H:\2019\19-071\22810 Edmonds WayTG
a
22810 Edmonds Way
GTC #19-071
Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 7 and 9 AM
(a.k.a.): Weekday AM Peak Hour
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONS
DIRECTIONAL
ASSIGNMENTS
TOTAL
PASS -BY
DIVERTED
NEW
PASS -BY
DIVERTED
NEW
Internal
Gross Trips
Crossover
LINK
LINK
LAND USES
VARIABLE
ITE
LU
Trip
%
%
In+Out
% of
Gross
Trips
In+Out
In+Out
% of
Ext.
In+Out
% of
Ext.
In+Out
In+Out
In
Out
In
Out
In
Out
code
Rate
IN
OUT
(Total)
Trips
(Total)
(Total)
Trips
(Total)
I
Trips
(Total)
(Total)
Multifamily (Low -Rise)
18 units
220
0.46
23%
77%
8
0%
0
8
0%
0
0%
0
8.28
0
0 1
0
0
1.90
6.38
Single -Family (Removed)
-1 units
210
0.74
25%
75%
-1
0%
0
-1
0%
0
0%
0
-0.74
0
0
0
0
-0.19
-0.55
Totals
1
8
0
1 8
0
0
7.54
0
0
0
0
1. 11
5.83
H:\2019\19-071 \22810 Edmonds Way TG
22810 Edmonds Way
GTC #19-071
Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM
(a.k.a.): Weekday PM Peak Hour
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONSJ1n+0ut
ASSIGNMENTS
TOTAL
PASS -BY
DIVERTED
DIVERTED
NEW
Gross Trips Internal
Crossover
LINK
LINK
LAND USES
VARIABLE
ITE
LU
Trip
,
/o
,
/,
In+Out
% of
Gross
Trips
In+Out
In+Out
% of
Ext.
In+Out
% of
Ext.
In+Out
:DITIONAL
In
Out
In
Out
code
Rate
IN
OUT
(Total)
Trips
(Total)
(total)
Trips
(Total)
TripsMultifamily
(Total)
(Low -Rise)
18 units
220
0.56
63%
37%
10
0%
0
10
0%
0
0%
0
0
0
6.35
3.73Single-Family
(Removed)
-1 units
210
0.99
63%
37%
1
0%
0
-1
0%
0
0%
0
0
0
-0.62
-0.37Totals
90
9
0
0
0
0
5.73
3.36
H:\2019\19-071\22810 Edmonds WayTG
a
W
22810 Edmonds Way
GTC #19-071
AM Peak -Hour
%
New
ADT
New AM Peak Hour Tri s
In
I Out aTotal
100%
1221
21
611
7.54
1 %
1.22
0.02
o.oq
0.08
2%
2.45
0.03
0.1
0.15
3%
3.67
0.05
0.17
0.23
4%
4.89
0.07
0.23
0.30
5%
6.12
0.09
0.29
0.38
6%
7,341
0.10
0.35
0.45
7%
8-561
0.12
0.41
0.53
8%
9.79
0.14
0.47,
0.60
9%
11.01
0.15
0.5
0.68
10%
12.23
0.17
0.581
0.75
11 %
13.46
0.19
0.64
0.83
12%
14.68
0.21
0.70
0.90
13%
15.90
0.22
0.76
0.98
14%
17.12
0.24
0.82
1.06
15%
18.35
0.26
0.87
1.13
16%
19.57
0.27
0.93
1.21
17%
20.79
0.29
0.99
1.28
18%
22.02
0.31
1.05
1.36
19%
23.24
0.32
1.11
1.43
20%
24.46
0.34
1.17
1.51
21 %
25.69
0.36
1.221
1.58
22%
26.91
0.38
1.2N
1.66
23%
28.13
0.39
1.341
1.73
24%
29.36
0.41
1.4
1.81
25%
30.58
0.43
1.461
1.89
26%
31.80
0.44
1.54
1.96
27%
33.03
0.46
1.57
2.04
28%
34.25
0.48
1.63
2.11
29%
35.47
0.50
1.69
2.19
30%
36.70
0.51
1.75
2.26
31 %
37.92
0.53
1.81
2.34
32%
39.14
0.55
1.87
2.41
33%
40.371
0.56
1.92
2.49
34%
41.59
0.58
1 .98
2.56
35%
42.81
0.60
2.04
2.64
36%
44.04
0.62
2.10
2.71
37%
45.26
0.63
2.1
2.79
38%
46.48
0.65
2.2A
2.87
39%
47.70
0.67
2.27
2.94
40%
48.93
0.68
2.33
3.02
41 %
50.15
0.70
2.39
3.09
42%
51.37
0.72
2.45
3.17
43%
52.60
0.74
2.51
3.24
44%
53.821
0.75
2.57
3.32
45%
55.04
0.77
2.62
3.39
46%
56.27
0.79
2.68
3.47
47%
57.49
0.80
2.74
3.54
48%
58.71
0.82
2.801
3.62
49%
59.94
0.84
2.8
3.69
50%1
61.161
0.861
2,921
3.77
HA2019\19-071 \22810 Edmonds Way TG
%
New
ADT
New AM Peak Hour Tri s
In
Out
I Total
100%
122
2
N8
51 %
62.38
0.87
2.97
3.85
52%
63.61
0.89
3.03
3.92
53%
64.83
0.91
3.09
4.00
54%
66.05
0.92
3.15
4.07
55%
67.28
0.94
3.21
4.15
56%
68.50
0.961
3.26
4.22
57%
69.72
0.97
3.32
4.30
58%
70.95
0.99
3.38
4.37
59%
72.17
1.01
3.44
4.45
60%
73.39
1.03
3.50
4.52
61%1
74.62
1.04
3.56
4.60
62%
75.84
1.06
3.61
4.67
63%
77.06
1.08
3.67
4.75
64%
78.28
1.09
3.73
4.83
65%
79.51
1.11
3.79
4.90
66%
80.73
1.13
3.85
4.98
67%
81.95
1.15
3.91
5.05
68%
83.18
1.16
3.96
5.13
69%
84.40
1.18
4.02
5.20
70%
85.62
1.20
4.08
5.28
71 %
86.85
1.21
4.14
5.35
72%
88.07
1.23
4.20
5.43
73%
89.29
1.25
4.261
5.50
74%
90.52
1.27
4.31
5.58
75%
91.74
1.28
4.37
5.66
76%
92.96
1.30
4.43
5.73
77%1
94.19
1.32
4.49
5.81
78%1
95.41
1.33
4.55
5.88
79%1
96.63
1.35
4.61
5.96
80%
97.86
1.37
4.66
6.03
81 %
99.08
1.39
4.72
6.11
82%
100.30
1.40
4.78
6.18
83%
101.53
1.42
4.84
6.26
84%
102.75
1.44
4.90
6.33
85%
103.97
1.45
4.96
6.41
86%
105.20
1.47
5.01
6.48
87%
106.42
1.49
5.07
6.56
88%
107.64
1.50
5.13
6.64
89%
108.86
1.52
5.19
6.71
90%
110.09
1.54
5.25
6.79
91 %
111.31
1.56
5.31
6.86
92%
112.53
1.57
5.36
6.94
93%
113.76
1.59
5.42
7.01
94%
114.98
1.611
5.48
7.09
95%1
116.20
1.621
5.54
7.16
96%
117.43
1.641
5.60
7.24
97%
118.65
1.66
5.66
7.31
98%
119.87
1.68
5.71
7.39
99%
121.10
1.69
577
7.46
100%
122.32
1.71
5.831
7.54
A-4
22810 Edmonds Way
GTC #19-071
PM Peak -Hour
%
New
ADT
New PM Peak Hour Trips
In
I Out
11 Total
100%
1221
61
3
9.09
1 %
1.22
0.06
0.04
0.09
2%
2.45
0.11
0.0
0.18
3%
3.67
0.17
0.10
0.27
4%
4.89
0.23
0.13
0.36
5%
6.12
0.29
0.17
0.45
6%
7.341
0.34
0.20
0.55
7%
8.561
0.40
0.2
0.64
8%
9.79
0.46
0.27
0.73
9%
11.01
0.52
0.30
0.82
10%
12.23
0.57
0.34
0.91
11 %
13.46
0.63
0.37
1.00
12%
14.68
0.69
0.40
1.09
13%
15.90
0.74
0.44
1.18
14%
17.12
0.80
0.47
1.27
15%
18.35
0.86
0.50
1.36
16%
19.57
0.92
0.54
1.45
17%
20.79
0.97
0.57
1.55
18%
22.02
1.03
0.60
1.64
19%
23.24
1.09
0.64
1.73
20%
24.46
1.15
0.67
1.82
21%
25.69
1.20
0.71
1.91
22%
26.91
1.26
0.74
2.00
23%1
28.13
1.32
0.77
2.09
24%
29.36
1.38
0.81
2.18
25%
30.58
1.43
0.84
2.27
26%
31.80
1.49
0.87
2.36
27%
33.03
1.55
0.91
2.45
28%
34.25
1.60
0.94
2.55
29%
35.47
1.66
0.9
2.64
30%
36.70
1.72
1.01
2.73
31 %
37.92
1.78
1.0
2.82
32%
39.14
1.83
1.0
2.91
33%
40.371
1.89
1.11
3.00
34%
41.591
1.95
1.14
3.09
35%
42.811
2.01
1.18
3.18
36%
44.04
2.06
1.21
3.27
37%
45.26
2.12
1.24
3.36
38%
46.48
2.18
1.28
3.45
39%
47.70
2.23
1.31
3.55
40%
48.93
2.29
1.34
3.64
41 %
50.151
2.35
1.38
3.73
42%
51.371
2.41
1.41
3.82
43%
52.60
2.46
1.44
3.91
44%
53.82
2.52
1.48
4.00
45%
55.04
2.58
1.51
4.09
46%
56.27
2.64
1.55
4.18
47%
57.49
2.69
1.58
4.27
48%
58.71
2.75
1.61Lj
49%
59.94
2.81
1.650%61.16
2.87
168
HA2019\19-071 \22810 Edmonds Way TG
%
New
ADT
New PM Peak Hour Trips
In
Out
Total
100%
122
6
311
9
51 %
62.38
2.92
1.71
4.64
52%
63.61
2.98
1.75
4.73
53%
64.83
3.04
1.78
4.82
54%
66.05
3.09
1.81
4.91
55%
67.28
3.15
1.85
5.00
56%1
68.50
3.21
1.881
5.09
57%
69.72
3.27
1.92
5.18
58%
70.95
3.32
1.95
5.27
59%
72.17
3.38
1.98
5.36
60%
73.39
3.44
2.02
5.45
61 %
74.62
3.501
2.05
5.54
62%
75.84
3.55
2.08
5.64
63%
77.06
3.61
2.12
5.73
64%
78.28
3.67
2.15
5.82
65%
79.51
3.72
2.18
5.91
66%
80.73
3.78
2.22
6.00
67%
81.95
3.841
2.25
6.09
68%
83.18
3.90
2.28
6.18
69%
84.40
3.95
2.32
6.27
70%
85.62
4.01
2.35
6.36
71 %
86.85
4.07
2.39
6.45
72%1
88.07
4.13
2.42
6.54
73%
89.29
4.18
2.45
6.64
74%
90.52
4.24
2.49
6.73
75%
91.74
4.30
2.52
6.82
76%
92.96
4.35
2.55
6.91
77%
94.19
4.41
2.59
7.00
78%
95.41
4.47
2.62
7.09
79%
96.63
4.53
2.65
7.18
80%
97.86
4.58
2.69
7.27
81 %
99.08
4.64
2.72
7.36
82%
100.30
4.701
2.76
7.45
83%1
101.53
4.761
2.79
7.54
84%
102.75
4.81
2.82
7.64
85%
103.97
4.87
2.86
7.73
86%
105.20
4.93
2.89
7.82
87%
106.42
4.99
2.92
7.91
88%
107.64
5.04
2.961
8.00
89%1
108.86
5.10
2.99
8.09
90%
110.09
5.16
3.02
8.18
91 %
111.31
521
3.06
8.27
92%
112.53
5.27
3.09
8.36
93%
113.76
5.33
3.12
8.45
94%
114.98
5.39
3.16
8.54
95%
116.20
5.441
3.19
8.64
96%
117.43
5.50
3.23
8.73
97%
118.65
5.56
3.26
8.82
98%
119.87
5.62
3.291
8.91
99%
121.10
5.67
3.33
9.00
100%1
122.32
5.73
3.36
9.09
A-5
Existing Turning Movement Counts and
Turning Movement Calculations
V
TTRA FRC DATA GATHERING
TURNING MOVEMENTS DIAGRAM
4:00 PM - 6:00 PM PEAK HOUR: 4:30 PM TO 5:30 PM
HV I PHF
SIB
1.7%
0.87
NB
0.0%
0.50
WB
1.1%
0.94
EB
1.6%
0.85
INTRS.
1.49/6
0.93
PHF = Peak Hour Factor
HV = Heavy Vehicle
95th Place W @ Edmonds Way
Edmonds, WA
COUNTED BY: TDG DATE OF COUNT: Tue. 4/16/19
REDUCTION DATE: Wed. 4/17/19 TIME OF COUNT: 4:00 PM - 6:00 PM
B -l
m
s-
IIIIIIIIIIIIIIIIIIIIIIMINIII
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■v
PAYE�11�0�1�
.
0v■�vvv�v■,v�
O��IO�v��NA0.
1
1 95th Place W @ Edmonds Way
Page 1 of 1
Synchro ID: 1
Existing
229
490
261
Average Weekday
165 1 1 1
63
PM Peak Hour
t2
b
95th Place W
a 111
Year: 4/16119
1,063
a 897 1,013
5
Data Source: TDG
1,959 Edmonds Way (SR-104) 2,144
Edmonds Way (SR-104) 1,824
896 745 b
811
3 b
Apartment Dwy
1
1 2 1 3
9
15 1
6
Future without Project
1 233
1 499
266
Average Weekday
168 1 1 1
64
PM Peak Hour
b
b
95th Place W
q 113
Year: 2021
1,084
a 915 1,033
Growth Rate = 1.0%
i2 5
Years of Growth = 2
1,998 Edmonds Way (SR-104) F2,Tifl
Edmonds Way (SR-104) 1,860
Total Growth = 1.0201
914 760 b
827
3 b
Apartment Dwy
1
1 2 1 3
9
15 1
6 �^
Total Project Trips 1 2 1
Average Weekday 0 1 0
PM Peak Hour b
95th Place W R 0
1 a 0 3
" 3
3 Edmonds Way (SR-104) F16-1 Edmonds Way (SR-104) 5
0 �
2 0 b 2
2 b Apartment Dwy
1 1 2
6 10 1 4
Future with Project 234
1 501
267
Average Weekday 168 1 2 1
64
PM Peak Hour ,2 4
b
95th Place W
Q 113
1,085
a 915 1,036
0 8
2,001 Edmonds Way (SR-104) 2,196
Edmonds Way (SR-104) 1.865
151
916 760 b
829
5 b
Apartment Dwy
2
1 3 1 5
15
25 1
10
North
T
North
North
T
North
B - 3
PM Peak -Hour
Level of Service Analysis
IN
H A201 9\1 9-071 \Synch ro\2021 Future With Conditions.syn
1: Access/95th Place W & Edmonds Way
22810 Edmonds Way
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
1
0
1
♦T
4
r
Traffic Volume (veh/h)
151
760
5
8
915
113
2
3
5
64
2
168
Future Volume (veh/h)
151
760
5
8
915
113
2
3
5
64
2
168
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A-pbT)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
162
817
5
9
984
122
2
3
5
69
2
181
Peak Hour Factor
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, veh/h
198
1652
10
20
1132
140
142
217
315
619
17
629
Arrive On Green
0.11
0.46
0.46
0.01
0.36
0.36
0.40
0.40
0.40
0.40
0.40
0.40
Sat Flow, veh/h
1781
3621
22
1781
3182
394
249
545
794
1378
43
1585
Grp Volume(v), veh/h
162
401
421
9
549
557
10
0
0
71
0
181
Grp Sat Flow(s),veh/h/In
1781
1777
1866
1781
1777
1799
1589
0
0
1421
0
1585
Q Serve(g_s), s
8.8
15.8
15.8
0.5
28.7
28.7
0.0
0.0
0.0
2.7
0.0
7.7
Cycle Q Clear(g_c), s
8.8
15.8
15.8
0.5
28.7
28.7
0.4
0.0
0.0
3.1
0.0
7.7
Prop In Lane
1.00
0.01
1.00
0.22
0.20
0.50
0.97
1.00
Lane Grp Cap(c), veh/h
198
810
851
20
632
640
674
0
0
635
0
629
V/C Ratio(X)
0.82
0.49
0.49
0.46
0.87
0.87
0.01
0.00
0.00
0.11
0.00
0.29
Avail Cap(c_a), veh/h
484
810
851
484
715
724
674
0
0
635
0
629
HCM Platoon Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
1.00
0.00
1.00
Uniform Delay (d), s/veh
43.2
19.0
19.0
48.9
29.9
29.9
18.2
0.0
0.0
19.0
0.0
20.4
Incr Delay (d2), s/veh
8.0
0.5
0.4
15.6
10.2
10.2
0.0
0.0
0.0
0.4
0.0
1.2
Initial Q Delay(d3),s/veh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
We BackOfQ(50%),veh/In
4.3
6.3
6.6
0.3
13.5
13.6
0.1
0.0
0.0
1.1
0.0
3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
51.2
19.5
19.4
64.5
40.1
40.1
18.2
0.0
0.0
19.3
0.0
21.6
LnG LOS
D
B
B
E
D
D
B
A
A
B
A
C
Approach Vol, veh/h
984
1115
10
252
Approach Delay, s/veh
24.7
40.3
18.2
20.9
Approach LOS
C
D
B
C
Timer - Assigned Phs
2
3
4
6
7
8
Phs Duration (G+Y+Rc), s
44.0
5.6
49.9
44.0
15.6
39.9
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
39.5
27.0
40.0
39.5
27.0
40.0
Max Q Clear Time (g_c+l1), s
2.4
2.5
17.8
9.7
10.8
30.7
Green Ext Time (p-c), s
0.0
0.0
5.1
1.0
0.4
4.7
Intersection Summary
HCM 6th Ctrl Delay
31.6
HCM 6th LOS
C
GTC (MJP) 2021 Future With Conditions
HCM 6th Signalized Intersection Summary
C-1
WSDOT Collision Data
u
DIST
JCOUNlY
FROM
MI
I 1
Y !
PRIMARY
REF
REPORT
IURISDICTION
:ISV
TRAFFICWAY
POIM
FT
MILEPOST
NUMBER
DATE
I4.1F
MOST SEVERE INIURY TYPE
I t
rl ',
5 VEHICLE IIVPE
VFHI(LF2TVPE
JUNCTION RELATIONSHIP
WEAt"R
ROADWAY SU RFAC E CONDI110N
--- •--•_
----•------•-•- ��
��-ram
c. �4883 201 r-va-c i .a.av .--" Serious injury
r u r u t .mup,eanel I rucs or vaneae under 1 u,ODD Ib
Ar Inlamaohoa and Ralefad
Clear or Party Claudy
Dry
State Route
Snohomis Edmond 104
0
Z6.80
E443424
2015-07-15 07:54 Suspected Minor Injury
2 0 2 0 0 Pickup,Panel Truck or Vanette under 10,000 lb
Pickup,Panel Truck or Venette under 10,000 lb
At Intersection and Related
Clear or Party Cloudy
Dry
State.Raute
S1lohamisEdndnd 1O4
0
2&W
E421557
241"&M 09,VS 54NpaGad M]rcr niuy
1 0 2 0 OPldkap,Penel Truck orVakette under IDAM 1b
Mdomyde
At Driveway
Cleeror Pertly Claudy
Dry
State Route
Snohomis Edmond 104
0
Oil"
E572530
2016-08-10 11:44 Possible Injury
1 0 2 0 0 Passenger Car
Passenger Car
At Intersection and Related
Clear or Partly Cloudy
Dry
State Route
Snohomis Edmond 104
0
26.80
E592698
2016-1 MIS 19:50 Suspected Minor Injury
1 0 2 0 0 Pickup, Panel Truck or Vanette under 10,000 lb
Passenger Car
At Intersection and Related
Clear or Party Cloudy
We
State Route
Snoharnis Edmond 104
0
26.80
E515398
2016-02-12 16:44 Possible Injury
1 0 2 0 0 Passenger Car
Passenger Car
At Intersection and Related
Clear or Party Clardy
Dry
Stele Route
Snohamis Ednond 104
0
26.80
E559215
2016-0629 i6:i 1 Possible Injury
1 0 2 0 0 Passenger Car
Pickup,Panel Truck or Vanette under 10,000 It,
W k lionloodan arl6 RNegd
Clear or Party Clardy
Dry
State Route
%ohornis EAnond 104
0
26.80
E593301
2016-10-07 02.45 No Apparent Injury
0 0 1 0 O Pickup, Panel Truck or Vanette under 10,000 lb
At Intormalon and Not R*I tad
Raining
Wet
State Route
Snohomis Ednond 104
0
28.80
E623140
2016-12-2002:25 No Apparent Injury
0 0 1 0 0Passenger Car
At Inlmmd6on and Ratatad
Raining
Wet
State Route
Snohomis Edmond 104
0
2%0
E606353
201611-07 15:29 No Apparent Injury
0 0 2 0 0 Rckup,Panel Truck or Vanette under 10,000 lb
Pickup,Panel Truck or Vanette under 10,000 lb
At Intersection and Related
Clear or Party Cloudy
Dry
State Route
Snohomis Edmond 104
0
2680
E352498
2014-08-16 20:19 Suspected Serious Injury
1 0 2 0 0 Motorcycle
Pickup,Panel Truck or Venetia under 10,0001b
At lat— en and 401 Rested
Clear or Party Cloudy
Dry
State Route
Snohomis Edmond 104
0
2680
E615248
2016-12-01 16:38 Possible Injury
1 0 2 0 0 Passenger Car
Pickup,Panel Truck or Vanette under 10,0001b
At Intersection and Not Related
Clear or Party Cloudy
Dry
State Route
Snoh-1 Edmond 104
0
2680
E590795
2016-09-30 18:28 Possible Injury
1 0 2 0 0 Pickup ,Pane1 Truck or Vanette under 10,000 lb
Passenger Car
At kda/a= and Kok"d
Clonr or Party Cloudy
Dry
Slate Roue
Snohomis Edmond 104
0
26 80
E673126
2017-06-21 14:11 No Apparent Injury
0 0 2 0 0 PI.up,Panel Trucc or Van tie under 10,0001b
Passenger Car
At Ntamadion and RakW
Clear or Party Cloudy
Dry
State Route
Snoh-1 Edmond 104
0
26 80
E697304
2017-08-01 15:25 Possible Injury
1 0 2 0 0 Pickup,Pane1 Truck or Vanette under 10,000 Ib
Piclalp,Panel Truck or Vanette under 10,000 Ib
At Intate.9dort arid Raleaad
Clear or Party Cloudy
Dry
State Route
Snohomis Edmond 104
0
26 80
E749383
2017-12-19 16:13 Possible Injury
1 0 1 0 0 Pi kup,Panel Truck or Van Ito under I O'DDO Ib
At IntanaCwe rid NIX R@LNM
Wercast
Wet
State Route
Snohamis Edmond 104
0
26 81
E830351
2018-08-20 14:40 No Apparent Injury
0 0 2 0 0 Mckup,Panel Truck or Vanette under 10,000 lb
Truck (Flatba4Van,etc)
Intersection Related but Not at Intersection
Clear or Party Cloudy
Dry
Slate Route
Snohomis Ednond104
0
2683
E401853
2015-02.17 14;30 No Apparent Injury
0 0 2 0 0 Rdtup,Panel Truck or Van10,000e under 10,O Ib
Pldorp,Pano] Truk or Vanette under 10,DDOlb
At Driveway
Clear or Partly Cloudy
Dry
Sete R."
Snahomis Edrnond104
0
26-84
E646102
2017-02-27 02:37 No Apparent Injury
0 0 1 0 0 Passenger Car
Wa! Iftow"cW end Not Retarad
Clear or Pertly Cloudy
Dry
State Route
Snohomis Edmond 104
0
28.84
E634382
2017-01-16 12:33 Possible Injury
1 0 2 0 0 Rdkup,Penat Truck or Vanef under 10,0D016
Not at Intamectlon and Not Related
Clear or Party Cloudy
Dry
z
0
0
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City of Edmonds
Traffic Mitigation Fee Table
E
3.36.125 Street impact fee rates.
The street impact fee rates in this section are generated from the formula for calculating impact fees set forth in the
rate study, which is incorporated herein by reference. Except as otherwise provided for herein, all new developments
in the city will be charged the street impact fee applicable to the type of development as follows in the table below.
For momnies zoned BD - Downtown Business_ an TTE Land Use Code of 814 - Snecsinity Retail rhn11 he nnnlind
2016
2017
2018
(w/
(with
(w/
2019 and
$1,049.41
$2,543.01
4,036.61
beyond (w/
Fee
cost per
cost per
cost per
$5,530.21
ITE Land Use Code - Description
Calculation
trip)
trip)
trip)
cost per trip)
per square
110 - Light Industrial
foot
$1.50
$3.64
$5.77
$7.91
per square
140 - Manufacturing
foot
$1.12
$2.72
$4.32
$5.92
per square
151 - Mini -warehouse
foot
$0.40
$0.97
$1.54
$2.10
per dwelling
210 - Single-family house
unit
$1 196.33
$2,873.60
$4 561.37
$6,249.14
per dwelling
220 - Apartment
unit
$776.56
$1 881.83
$2 987.09
$4,092.36
per dwelling
230 - Condominium
unit
$629.65
$1,525.81
$2,421.97
$3,318.13
per dwelling
240 - Mobile home
unit
$671.62
$1.627.53
$2 583.43
$3 539.33
per dwelling
251 - SeniorHousin
unit
$157.41
$584.89
$928.42
$1,271.95
320 - Motel
per room
$629.65
$1,525.81
$2,421.97
$3,318.13
per boat
420 - Marina
berth
$188.89
$457.74
$726.59
$995.44
444-Movie theater
perscreens
$13,166.00
$31.905.90
$50,645.37
$69,384.85
per square
492 - Health/fitness club
foot
$2.78
$6.74
$10.98
$14.66
per square
530 - High school
foot
$0.82
$1.98
$3.15
$4.31
per square
560 - Church
foot
$0.69
$1.68
$2.67
$3.65
per square
565 - Day care center
foot
$6.57
$15.77
$25.02
$34.29
620- Nursing home
perbed
$199.39
$483.17
$766.96
$1,050.74
per square
710 - General office
foot
$2.07
$5.01
$7.95
$10.89
per square
720 - Medical office
foot
$3.81
$9.54
$15.14
$20.74
per square
820 - Shopping center
foot
$1.34
$3.26
$5.17
$7.08
per square
826 - Specialty retail
foot
$0.93
$2.06
$3.27
$4.48
per square
850 - Supermarket
foot
$4.80
$10.50
$16.84
$22.84
per square
850 - Convenience market 15-16hrs
foot
$5.80
$14.07
$22.38
$30.58
per square
912 - Drive-in bank
foot 1
$7.00 1
$15.97
$25.41 1
$34.73
E-1
2004 - Impact Fee Rate Table
Edmonds Road lrrtpnct Fee Rote Study
TABLE 4
IMPACT FEE RATES
(1)
(2)
(3)
(4)
(5)
(6)
Trip
ITE ITE Land Use
Trip
% New
Length
Net New Trips per
impact Fee Per Unit $
Cade Category
Rate'
Tri s'
Factor'
Unit of Measure
763.66 per Trip
110 Light Industrial
0.98
100%
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 MW-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 dwelling
544.49 per dwelling unit
230 Condominium
0.5_4
0.56
100%
1.15
0.62 dwelling
474.24 per dwelling unit
240 Mobile Home
100%
1.09
0.61 dwelling
466.14 per dwelling unit
310 Hotel
0.61
100%
1.25
0.76 room
582.29 per room
320 Motel
0.47
100%
1.25
0.59 room
448.65 per room
420 Marina
0.19
100%
0,97
0,18 berth
140.74 per 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 so ft
1.36 per square foot
492 Racquet club
1.83
100%
0.97
1.78 1,000 sq ft
3.58 Fer square foot
530 High School
1.02
100%
0.62
0.63 1,000 sq ft
0.48 per square foot
_560 Church
0,66
100%
1.15
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
132.88 per bed
710 General Office
1.49
100%
1.59
2.37 1 000 ft
1.81 per square foot
720 Mecical office
3.66
100%
1.50
5.49 1,000 sq ft
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
10.86
56%
1.06
6.45 1,000 sq ft
4.9z per square toot
dohn
833 Fast food, no
26.15
52%
0,62
8.43 1,000 sq ft
6,44 per square foot
drive -up
834 fast food, w/
33.48
51 %
0.62
10.59 1,000 sq ft
8,08 per square foot
drive -up
844 Gas station
14.56
60%
0.53
4.63 pump
3,535.82 per of
845 Gas station
13.38
47%
0.53
3.33 pump
2,545.26 per vfp'
W/convenience
850 Sulacrmarket
11.51
SS%
0.65
4.11 1,000 sq ft
3.14 per square foot
851 Convenience
53.73
39%
0.40
8.38 1,000 sq ft
6.40 per square foot
market-24 hr
912 Drive -In Bank
54.77
51%1
0.47
1 13.13 1,000 sq ft
10.03 per square foot
ITE Trip Generation (6th Edition): 4-6 PM Pook Hour Trip Ends
' Excludes pass -by trips: see "Trip Generation Handbook: An ITE Proposed Recommended
ptaclico. (1988)
" Walica to average trip length.
3 vfp: vot icle furling position
Henderson,
Youn6 &
Company
EFFECTIVE 9/12/2004
City of Edmonds. Washington
April 15, 2003
Page 18
Revised on 6124110 E82 - Traffic Impact Analysis Page 4 of 4
E-2
Site Plan
EDMONDS WAY
110• CHERRY
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i81 SS
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/
10" FIR TO
REMOVED.0 - !Invm BE
3' RETAINING
1,
B A- 1,97152 SQ FT..
BLD B = 3222 00 SQ FE
BLD C = 1111 1"1
BLD D =3334 37
TOTAL SO. FT. = 12,00189 KL FP.
LOT COVERAGE = 12,0-89/31226.5] SQET.
IMPERVIOUS
BULDNC
067A(Wf E4R.=13,6)]"63 SQ FP.
DRIVEWAY2 9 SF F6.
TOTAL + 22644 95Q.
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PREL 1�IFL � INARY
DRAINAGE & PLOT PLAN
ALE::--3a-�•
LOCATION: Michel Design
22810 EDMONDS WAY
EDMONDS, WA. 98020 BUI LDI N G DESIGN