Willowdale TIA.pdfQ-tly of Edimm�ids
raf'fic Lrn��.)act A� is Work§heet
N,
,OC, I
Name of Proposed Project: A,51Z, //0 * , W, , laer . ..... - 75—w v of, o � 0 F, &C
Telephone:
Applicant Contact Person:
M "
Name
4404,- -ex
Street/Mailing Address
City State zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
FiirmNa� Contact Name
c. Specify proposed type and size of development:
o .
f residential units an or square footage of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of 5
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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)
Land Use
Daily (ADT)
PM Peak -Hour
rips
IN
UT
IN
OUT
PM Peak -Hour Trips
Land Use Daily (ADT) IN OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic ImpactAnalysis Worksheet Page 2 of 5
PM Peak -Hour
Trips -
:Land and
((ADT)
IN
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic ImpactAnalysis 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 requi
trip distribution to be determined through use of the City traffic model. 1 1
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 LOS Delays
Land
Use
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50% 1 95%
Existing Conditions
82MMM=1.
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 history2 (only required for access to principal and minor arterials):
' Available upon request at City of Edmonds Development Services Department
2 Available upon request at City of Edmonds Police Department
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5
5. TRAFFIC VOLUMES
Provide the following and other planned development traffic within the city. I
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 open (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).
ri I I I I V 1,
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
t
Five Years Beyond Change of
Land Use Witt, Project Without Project
b. Note any assumptions/variations to standard analysis default values and justifications:
1 A list of planned developments are available at the City upon request for public records
Revised on 6124110 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.
E] 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,
v , etc.
New se
Prior Use 1 I I X I I=
..... ....... .......
New Use Fee: Prior Use Fee- $
R -_EW DEVELOPMENT
.
Units in.
ITE Land Use Category Per Unit square feet, Fee
Fee Rate # of dwelling,
of , etc°
Edmonds, + Division Approval 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
Fdrnam* Stroah, arid Raczas Imp act;,00,
(4) (6)
fro
rh,r-. ITE IlLand Use, Tft % Now Leni th Nek Ww'Trilips per
hpQct Fiiw Per Unit @
at
ROW "E�, Factwll Unk of Meswe
jh
0 L.Wht Indul, W
OZ7 1,00% 1 47 1.43 1,000 sq ftLSD W mWeiv. Mat
'140 Mant&ii 0.73 1010% 1.47 1.07 1 10,00, Sq ft 1, per Sq1t1wriefout
9
1,51-lnU�warew .. .26 0 .4 013 1
ft .hM... TOim7 x
P Himme 101M 13 1.114wiwdflinq 1,19&33 per dweiflihii unit
220 Apartment 0,42 100% 1,20 0.74 dwirefling 7 76.56 per dwelhing Unit
Z,310 Windiam".'Num OS2 '1010% 1.15 0.60 dweR 62 il.
..... . .....
M Rob �4 HovW ,N !N -T �(M ...-E09 . . .... 0 .. . .. 6 . G 71.62 r ui unit
25$ Serdor Hous" Q16 100% C193 OAS per dwvSkik unit
tt 1410 47 100% 1.27 O.60 room LF
420 Marina 01119 100%, 01.97 0.18 With 88.89 Ili w Ilboe, kXXV1
444 Movie'Theatew 3.80 85% DJS 2.36 1:1,000 sq ft 2.48 per squawa toot
492 Heakh/ftne; C64 3.53 75% 1.00
.......... .. sq t -7",L.Nqq!L
±t t2�L
530 Hij1h Schiii 816% 00 0,78 1,000 sq ft G.82 per square fact
560 Churcli 100% 120 1 1,000 aq ft 0.69 per square foot
51 IC, 1.5 D;J1, CenterM67 6.216
.... ........ 2": . .......... . . . . . . . - --AtIT -3-72, -en".-Lre -Foot,
620 111 "Onse ozu "10 D. 87 0 19 bad 199.39 per bed
7 10 General Office 1 .49 1,11 1.47 '1:.97 1,0 .sq 2.107 per sqitaru toot
'7210 3.46 7,5.. 163 ' 000 st foot
'FI -4 Spee..,�Wky Rggais 2.7,1 55% DA9 1,0(x) W4 ft 0-93 par isquism frict
Apr s. uarr
820 %4pp4ngc Center 3.73 65% 0.53 128 1,0100m.'M ft1.34 pier squaere foot
,B 4, 157 1
LQ !,�w �rrimark�rt ......... . _jQ0 1 0.61 It ML,
--.. ---11-000 S - gar 52 ank foryt
convoinianci inki, 34,57 0.40 5.'53F 'j,0jr
Sq ft
15-16 5.80 per square foot
C&
C%
91 i Di6v"-mbank 25M SS16 O°L47 6.67 1,00D Fq ft 7.00 per square, Foot
932Rer,,W,. rant, ,Vit- 55% M73 41,48 1,000 Sq Ft AL llper iquarier, foot
rk" -- -- --,- ........... -1� , ---1--11'-.--r ...... . . ....... _-
933 Forst fniaod, w 2 & 15 50% W - 8.716 '1 ,000 Sq It 9.19 per'squaiiii
6,we-up
9341 t foc.xt, w if
33.84 51% 0.62 10,70 1,0(X),W., t 11.23 Amer square,'foot
drM".Ap
936 C0111FRO/Donut 40.75 20% 1111,67 5,46 "I,CKX.) eq Ft 513 per sqwrefoot
_&p.oic d
-5 pe 5
ft I
+
938 Coffee,/Danut 75.00 2 0.67 10.055 1 ft 1,045 Per Square'loa
9-opi,drim-4M i .1
, ,
Ismor wafina
94S Gas statinin 131,38 4,5% Gi.53 J,.19 VfPD ,3
1 3,347.62' ir, ,r, v
13 � 47 62 per 10V
2,FE'Trip, Gene raah()n (8,11111 Fqlrflon)r 4.6 P VA 1'&(jk i4n, uf 74p Ends
1 Exckxlas pass-biy tripc mae "Trip Generatiro nHariidbm, 1(: An ITE PIM`ipia md Aerorrvmnde:,d
Prarriflice" 0 968)
4 1
Raflo to alliverage hip WTiglh�
vfp,,,vell,'Vollie fueTing poi
Heii mon, CityofEdrnonds,, WashIngto n
Young & OckAwr 29, 2M9
Cwnpuny, EFFEGYNE .5/112010 Page 21
Revised on 6124110 E82 - Traffic Impact Analysis Page 3 of 4
0,11113M raw -a
2FaArr6o,,nrJ,5 RoWirpnryof f�nc, R —
TAKE 4
MPAci- rn- o."as
RF'Itlp 0, enero'hort (61h Fddlorw)4-6 PM,-, Pook tiota Idp End's
Excludes pass-kiy ftips, see 'Ifflp Geneicifion Hatirjlbook: An HE Pr,,;posed Recommondad
Practlev"M (1988)
Ratio to avert age Ifip length.
vfp, vehda f uefmg pflloni
Nendeison, City of Fri mondr., Woshington
Youric & Apall 15, 2,1103
cognporly EFFECTIVE 9/12/2004 Pogo 18
Revised on 6124110 E82 .- Traffic Impact Analysis Page 4 of 4
�(r4)
k6
I ip
Frop
l 11, 111 Land I)w.
Trip
Nwo kength
NotNew Tflpsper P
imp acl Fee Per Unft 0 $
CO& Cat or
Rou-2l
eure M .66 par'l-
2d rx,Unit of Mas
110 Ligit Ind'ast0a1
0.98
1 DOO/O
1159
1.16 1,000 sq ft
I.1 p1 Ver square'foot
140 Manatactuoinj;
014
100%
1,59
1.18 1,000 sq rt
0,90 fw-'r Squarf foot
151 KA-watehouse016
100%
1�$,9
I ft
dwe6ing
840-72 per dwelling tuft
House
??.0 Apa,j"jtqjt
0,62
100%
1.15
011 dwelling
544.49 pet dwePfing tornt
2,30 Condominium0154
100%
1.15
O.FaZ dwel
474.2,�j,�Ler dw-Aing. unit
?40 MoKla florne,
100%
1 X9
dwaffing
466.14 per dwelfing anft
310 11wel
10,61
10095
1.25
0,76 room
587,?rq per room
320 notut 0.47
—54
100%. 1.25
0.59 f ODn1
448AS.Lcgr room
2', a r
().T7
0,10 btath
140x74 per boal berth
430 GoIF, course
01,30
1 OOVO
1.00
0.3tJ acre
229A 0 ,per acre
444 Movie Th(,,aaer
3, f3
'10046
0,72
2.,74 1,000 st, ft
1 Z6 uare foat,
492 Racqual duh
En
ic)r,)%
7--
F 7
5779-
1.78 1,00() rcl ft,
3 r 5 8 par' square foot
53, 0 High School
1.02
100%
M2
1 0
0.63 1,000 sq ft
0.48 par square foot
560 Church
0.66
10OS6
1.15
076 1 000
O.Sa foot
ft
-I -44 1 000 sm ft,
I 10 peo Square foot
620 Nursinc
,j
0.20
10094
0.87
0.17 brd
132A,8 per bed
710 fit: an Offic
1 49)
'100%
—00%
1159
2,37 I-OPQ it
1 per S( f(30r,
140cical offk;,
F,
11
1,50
5,49 1,000 S(I ft
"are I'D
4,19 per square foot
M Sho-aping Center
Jr
bl�c, 'Ytu
OAO
1.21 1 ,0,00 Sq ft
0,93 per square fno(
832 Kwaut-ont: sit"
I O.8G
56%
1 M-5
(,05 1 x000 sq ft
4.92 per sqquare fact
A 5
571%
0AW
1$.43 1,000 Sil ft
6.44, per square foot
drive -up
834 Rnst food, w/
3&48
51%
042
IOM '1,000 s(I fli,
8M per Square "X*t.
drive -up
644 Gas station
14,56
60%
0.33
4.
15.1
1115 a S station
12.3
61
333 pump
2,545 26 pet vfljl
w/convenience
11 11 Starxirrowket
11 Si
55%
0165
4.11 1n000sqft
3 14 prop r square 'foot
Corivenlence
5K73
39%,
0.40
838 1 p00,0 sq ft
6.40 per squore foot
mwket-,24 I"
Dtive-in Bank
5477
�tLj. 4 13,13 1,000 sq ft.
10.03 per sq, are fo
foo
RF'Itlp 0, enero'hort (61h Fddlorw)4-6 PM,-, Pook tiota Idp End's
Excludes pass-kiy ftips, see 'Ifflp Geneicifion Hatirjlbook: An HE Pr,,;posed Recommondad
Practlev"M (1988)
Ratio to avert age Ifip length.
vfp, vehda f uefmg pflloni
Nendeison, City of Fri mondr., Woshington
Youric & Apall 15, 2,1103
cognporly EFFECTIVE 9/12/2004 Pogo 18
Revised on 6124110 E82 .- Traffic Impact Analysis Page 4 of 4