Traffic Impact Analysis.pdfName of Proposed Project:
Owimr/Applicant:
Name
Street/Mailing Address
Telephone
L-VAT81"
State Zip
R Of: U B
j, Ll IN 0 2 2009
Vql
64-1, a�uq�°u.M.
Applicant Contact Person:
Name
Stare Mailing Address
6
City State Zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis:
/A
Firm Name Contact Name Telephone
L PROJECT DESCRIPTION
I to ( .k A �2
a. Street address (if known):
b. Location:
(Attach a vicinity inap and siteplan.)
c. Specify existing land use:
d. Specify proposed type and size of development:
e. When will the project begin construction and when ill it be completed?
f, Define proposed access locations:
g. Define proposed sight distance at site egress locations: Vk,
Page I
a,o
Five Years After -Opening LOS:
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
VM LIS I V V MA
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 fec calculionsin ECDC 18.82.130,
c, 7t
b
M
SAE,N(;R\Da"dbCAy ProiaBVIIA Gui<iclinesNTriflilli)AiialyWolk 9.04.doc Page 5
Edmonds Road Impact Fee Rate Study
TABLE 4
IMPACT FEE RATES
(2)
(3)
(4)
(5)
(6)
Trip
ITE ITE Land Use
Trip
% New
Length
Net New Trips per
Impact Fee Per Unit @ $
Code Category
Rate'
-3
Trips
Factor'
Unit of Measure
763.66 er Trip
0 Li fl'lndtis�f_
1�9 q ra F� fid
-perlsA bT,
140 Manufacturing
0.74
100%
1.59
1.18 1,000 sq ft
0.90 per square foot
151 Mini-wxehouse,,,,---._U,G,_I
00%
OAJ,11,000 sciAt.
3 2 persquare foot 3
0 Single fa-mNy-'
1.01
100%
1.09
�;�-T. 10 dwelling
- - .-.A,
840.72 per dwelling unit
House
220 Apartment
0.62
100%
1.15
0.71 dwelling
544.49 per dwelling unit
230 Condominium
0.54
100%
1.15
0.62 dwelling
474.24 per dwelling unit
240 Mobile Home
0.56
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 sq ft
1.36 per square foot
492 Racquet club
1.83
100%
0.97
1.78 1,000 sq ft
3.58 per 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 per square foot
610 Hospital
0.92
100%
1.56
1,44 1,000 sq ft
IJO per square foot
620 Nursing home
0.20
10001
0.87
0.17 bed
132.88 per bed
710 General Office
11.49
100%
1.59
2.37 1,000sq ft
1.81 per square foot
720 Medical office
3.66
100%
1.50
5,49 1,000 sq ft
4.19 per square foot
820 Shopping 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
4.92 per square foot
down
833 Fast food, no
26,15
52%
0.62
8.-tj 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 Supermarket
11.51
55%
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 1
54.771
51%1
0.47 1
13.13 1,000 sq ft
10.03 per square foot
ITE Trip Generation (6th Edition): 4-6 PM Peak Hour Trip Ends
Excludes pass -by trips: see "Trip Generation Handbook: An ITE Proposed Recommended
Practice" (1988)
4 Ratio to average trip length.
b vfp: vehicle fueling position
Henderson,
Young &
Company
City of Edmonds, Washington
April 15, 2003
Page 18
1 #1