22717 76TH AVE W.PDF11111111111111
15136
22717 76TH AVE W
A of ED 40
011 � RECEIVED
' (P
MEMORANDUM MAR 2 9 2004
Date: March 29, 2004
To: Lyle Chrisman
Engineering Program Manager
From: Meg Gruwell —)nff
Senior Planner
Subject: Conditional Use Permit CUP-04-27/ADB-04-26 Update
Attached please find a letter from Peter Frame and a Traffic Impact Analysis for the
Ballinger Court Senior Housing at 22717 — 76h Avenue W. They have also submitted a
revised site plan, with two parking spaces removed to allow for stairs between the two
levels. Based on our new parking standards, they will only be required to provide 75
parking spaces if their conditional use permit is approved. Th ' is should help them show
they can provide the required number of parking stalls in the area given, though they
intend to still provide the additional stalls using the compact car provision.
Please review the submitted information and tell me if you now consider the application
complete for Engineering purposes. Please give me any comments you might have and
required conditions for the Conditionals Use Permit, including traffic mitigation required,
by April 12, 2004.
Thank you. If you have any questions, please call me at extension 1330.
Ballinger Court
Senior ApArtments
March 29, 2004
To: Meg Gruwell, City of Edmonds, Development Services Dept
— From: Peter Frame, Ballinger Court Associates, LP
RECEIVED.
MAR 2 9 2004
PLANNING DEPT
Re: Outstanding Issues & Questions from Your letter of March 23, 2004 - Ballinger
Court Sr. Apts: Conditional Use Permit (CUP-04-27) & ADB (ADB-04-26)
Applications
Dear Ms. Gruwell: In response to your March 23, 2004 letter regarding issues and
questions regarding the Ballinger Court Senior Apts. pending applications, we offer the
following:
Item I.: See enclosed, completed SEPA Traffic Impact Analysis (2 originals), which
includes among other items, an exhibit showing measured sight and intersection distances
for the proposal.
Item 2: b. The State Fish and Wildlife Dept. does not have a specific, referenced
classification term such as "drainage course", "ditch", etc. for non -regulated water
courses. All overland drainages are classified as Streams,'with a designation of Class 1,
2, 3, etc. The subject drainage way is classified as a Class 6 Stre by Fisheries, which
is a non -fishery, interniittent stream - a classification which we believe is consistent with
the City's "non -critical areas" view of the "stream" as a storm drainage conveyance. We
recognize that our open channel relocation proposal may, involve more lineal relocation
work and added culvert, than earlier development proposals. However, we have in fact
:still lengthened the open channel by 69 feet from its current configuration and believe
that we will add substantial riparian improvements to the revised channel, in essence
making it a much more natural strearnway. We have been in direct and continual -
discussion for several months with Eric Pentico at Fisheries (425-3.79-2305) regarding
our proposed relocation design and the requirements that would be forthcoming under a
mandatory HPA permit. Most of the conceptual and detailed design exhibits for the
relocation, which we submitted under the above City applications, were initially
generated at his request. We have asked Mr. Pentico on March 25th to summarize in
writing to the City his preliminary (e.g., subject to a full BPA process) opinion of the
P.0 Box 60 Lynnwood, Washington 98046-0060 206-363-023� 425-743-3896 (Fax)
appropriateness of our channel relocation proposal. We understand that Mr. Pentico is in
substantial agreement with our detailed design (see Stream Course Plans and riparian
planting detail Exhibits submitted with our Permit Applications) and that he will state so
to you shortly.
a. A final, permit approval of the relocation design is subject to the issuance of
the BEPA, which we *earlier intended to apply for after we had obtained CUP and ADB
approvals from the City (along with a definitive site plan approval, in the process). We
recognize that obtaining the BPA more quickly may benefit the CUP/ADB processing,
so we are applying immediately. The pem3it process requires approximately 4-6 weeks.
and it is our goal to have the BPA in hand before the May 5th "projected" ADB hearing.
We can't guarantee this, so we hope that timely, on -going processing of the CUP and
ADB approvals by the City will not be slowed, even if we don't receive the BPA until
afterward. Please let us know immediately, if this is not a valid assumption on our part.
Item 3. a. We have clarified the locations and "wall type" (rockery v. concrete/ conc.
block retaining wall) on the Exhibit plans for all proposed walls. As can be seen on the
Topo and Survey, there is a minor 6" encroachment from a neighboring property's
garaget out -building near the center of the rear property line (east Jine). We win have to
support this structure with a short section of concrete retaining.wall, inside of which will
be the continuation of our stream -containment rockery.
b. All other sitework retaining walls for the project are proposed to be rockeries,
especially the riparian stream containment walls. The balance of the stream corridor will
be a "naturalized" combination of riparian landscaping and stream -bottom river spalls and
boulders - no hard surfaces. See the 1 U17 Exhibit detail for the stream corridor and
northeast pond.
lteib.k The Survey and Site Pla ' n Exhibits have been revised to show the locations of the
I,3.trees that exist presently on the site ( and which were called out in the SEPA
checklist). All of these trees are located within new construction areas for the driveway,
parldng lot and/ or building pad.
Item 5. The proposed parking lot layout including parking stalls, Was discussed with
City engineering representatives at the pre -application meeting. It is our understanding
that the layout, including drive aisles, meets all requirements. Please let us know, if this
is not the case.
Item 6. The mansard roof design provides an effective screening of the roof ventilation
boxes, as indicated on the, attached MechanicalNentilation exhibits enclosed with this
letter. The boxes are 20" high and the pitched roof is 24" high, concealing the 6 boxes
from view.
Item 7 None of the proposed rockery or concrete/ block walls for the project will exceed
3' in height. A notation stating this has been added to the plans.
.1
Item 8 a. The prior submitted Elevation Exhibit plan sheets P-5 and P-6 showed the
elevations and 30' height limit based on the code exemption for a 4:12 pitched roof We
have added the requested 25 average grade elevation point as requested.
b. The originally proposed elevator penthouse was designed for a larger elevator
cab, as discussed with City Staff at the pre -application meeting in February ' . This larger
cab required a penthouse footprint that unfortunately exceeds the 72 sf threshold under
the city's code exemption for maximum height. We have modified our submission to
incorporate a more typical cab size that fits under the threshold. A horizontal detail of
this revised cab footprint is shown on new Sheet P7 (Roof Plan).
Item 9. The Landscape Plan has been modified t6 illustrate the use of specific, evergreen
screening material to comply with the cited code provision.
Item 10. The prior sign proposal has been modified under this submission to fall outside
of the requirement that originally qualified it as a structure. See revised sign Exhibit,
enclosed, illustrating a painted, metal monument sign </= 3' in Ht., mounted on a
concrete base with individual attached letters. Colors will match those proposed for the
building exterior. Appropriately scaled landscaping will be planted around this sign,
which will be located within the front set -back area as shown on the site plan. The sign
will have front -wash ground level spot light(s) for night-time illumination.
Item 11. The project as currently configured will contain 35 2-BR units and 59 1-BR
units. Based on the new parking code requirements we would need:
59 1-BR x 1.5 = 86 stalls / 2 (CUP approval) 43 stalls
35 2-BR x 1.8 = 63 stalls / 2 (CUP approval) 32 stalls
Total Req'd Stalls = 75
Based on further parking lot revisions (see enclosed, modified Site Plan), including
adding centrally -located stair access from the lower, easterly portion of the parking lot to
the upper lot and building lobby, the total number of stalls provided is 92, a reduction of
2 stalls from the initial proposal, but in excess of the required amount shown above.
Thank you for your comments to us regarding the above issues and questions. We hope
our tum-around will provide scheduling flexibility to you to meet the Month of May City
Meeting Schedule that we are targeting. This schedule will certainly help us meet our
tight bond financing deadlines with the Washington State Housing Finance Commission.
& I
If you need anything else from us in order to continue the expeditious processing, do not
hesitate to immediately contact myself or Pat Carroll at 206-363-0235 and we will reply
as quickly as possible.
_-Siqcerely,
Aeter amej
For the Applicant,
Ballinger Court Associates, L.P.
Enc.
Name of Proposed Project;
APPROVED
—:: - � Cn% � �J
CITY OF E
SEPA TRAFFIC IL
WORK SHEEf
NUOI-ek" COUIV
Owner/Applicant:
17646-oo6o
CRY State Zip
Applicant Contact Person:
4?-4-&1 T::;�a�e-
Nanie
-
Street/Mailing AddreaG
city Zip
Telephone: -Z�, 363 - D-Z-5y Telephone: &AMe-Q,
Traffic Engineer who prepared the Traffic Impact Analys s-
M,*CLhe(
Contact Name Telephone
iW&W-W.
1. PROJECrMeSCRIPTION
Wa, Strcctaddrom(rAirown): 16 ��
b.
(Attach a vicinity inap ood Siteplan.)
c. Speciry eximing land use; 3M± 1&&�
d. Spccifyproposcd typo and size of doyclopmont; 4
(;vxde0e4AAe,4k) d4do;4e
o, Wlicn will flio project bogin construction and whcn will it be completed?
f. Define proposed access locations: C4r%'0Wft,4
-0 . . 1 6 5 :S7- ITS
Lo aw kev o!E s, , 4e
g. Define proposed sight distance at site egress locations: UJIdaIA-4 OdOtA
-1 IQ ' C11 BW 4-o '44.�.'bq -,))
V
I , t - i V
t% A oe 00 Sit
LA T Voic I I �f Oct 0Ohliby.
2. TRIP G EN VRATION
a. Existing Site'rrip Generation Table: - C) - C V&Ct.�+ La�ztj )
Lmid Use
Daily (ADT)
PM Pcak-Hour'l'rip,9
IN OUT
b. Proposed Project Trip Gcncration Tab1c;
Land Uso
Daily (ADT)
PM Peak -Hour Trips
IN OUT
to.
c, Not New Project Trip Gereration Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
-7
(1, State assumpLiCilis apd m
ror intcmal, link-div or
-1 -- q.. - I I - Y-r-9 -
Pap 2
trips:
I TRIP ISTRIBUTION
Prepira and attacli a graphic sbowing project trip di-stlibution porccniages and assi '* See AdieJ
ba0a') Ave& VV'O�e tj
4. SITH, ACCESS ROAnWAYIORIVFWAYS AND SAVE, TY eat it; 10 ; � S -
,1. Inive sight distance rcquircmcnts at czrcss location been met per AASHTO reqiiiremcnts?
Ser 'ce Analysis C- 9 autm4ot-,
I-), Intorsectioti Level of vi L*&O tevek Of' IQ �bt-61 4"4q,�'
I V4AYLI
Exisfing Coiiditions
OW
I'Os Delays
Your of Opcning
TIOS_ Delays
a -FliveYe-,irsBeyoiictChangoofl,andllsc
Los— Delays
Olitenvoctim7s to be emluated shall be delermined by Ihe City ofFelmotids Trq#I'c Briginew-)
e, Describe channelization wnrrants;
I PVaP/-4Pt4 )rwe[c cW 4vAc4--T'P-MO,t- a�eUevdvo�,
+kg�� "Dosb i ain a-"4 ax rn cw kwr- wmty-A+-v- ,
F LM,,L)yaveAs%etv7J*
Q 4414y I O-A �Ve Attach striping pland
d. Vel k!CIC',',* torage/Quouing Analysis (calculate 5q% and 95 % q cuing length.5): LADIJ IA4,5
* Existina Conditions
* Yeir oropening
Five Years Beyond
Chailge of Lmid Uso
e. Happropriate, state stop
r.
and signal warrants: .1
WOMIMWORM
-.,f -,I I I.. I I I A- Ai L Ja M - �'. - - / -,-L . rr
linnil nre-ident hi-Mim
JA.�- a� k-A 71
Pago 3
5. TRAFFICIVOLUMES go+ Izec,'J,
a. I)escribL%,oxistincrADTkin(lppak-liourcotints,incliidingtumingmovemmits,onstroota(ijacentto-itid
directly impacted by the project.
b, Describe the estimatod ADT and peak -hour counts, including taming movemeiits, the year thr, project is
rully opcn (with ami without projcci traffic).
c. Describe the cstiniatod ADT and peak-bour counts, includitig.turning movements, five yearg after the
projcct has been Cully open (withand witbout, project traffic).
0. State annual back(T und traffic growth factor and- source:
't'ro
6, LU, W3, OF SERVICE ANALYSIS - No-� Rel Ic"
Surnmarizo Lovel oFService Analysis belowand anach supporting LOS analysis documentation. Providc
thc following documcnLatioii for each arterial street or arterial intersection impacted by ten or more peak-
bour trips. 01her City-plarmcd developments inust also be factorcd into the LOS calculations.
Existine LOS;
Existing Condition:
Vear of Opening L08-
With Projeel,
Wilbout Project:
Pago 4
Five Years Affier OvemLo RIO 41
g_LOS-.
With 11foject.
Without Project:
Note any assumptions/variations to standardmialysis default values andjustificatimis:
7. mi,riGATION RECOMMEN DAT IONS
StAto roeommonded moasures and fees requirod to mitigate project specific traffic impacts.
JIO .5e-C 4o
8. MINIMUM MITIGATION RRQUIREMENTS
Residential developments that generate ten PM peak -hour trips or less will be required to pay a $200 per PM
pcal�-hour trip &C.
PM Peak -Hour Trips aO X S 200 m $ '414000,, 00
L mev* '.
Vect
Y, %
?la+o vq14's o4
I* Ktl�-C4+4 t* )
5154+
Tvk 11 ? (:;5e"&6-"
L4 t ( At PrA PH)
Fe-fovlh
04,�Cs
C \00rumellb Sellinj,,iVrcitqAG%VVic%ve&'�rP,%TmOMI)A&llyWork doe 13LIgO 5
�9 27 �81 �2 65
33
C�- c VICINITY MAP City of Edmonds
C.
SITE & BUILDING STATISTICS:
sn m� 1.793 —ES (78.117 SF)
C , c ,
20�. W (-JPLE RMI��)
�SESWR'S P�
W L � - M4�-W3�-W
ca 8 - 27-3-M-W
R-1 =W�
�E S. 1-�R �D CONSTRUCTM. 3
e MT� 8�� � F�� W.70
�4 �/� W/C.U.P,
1— R�RM; 5� (2/�w)
c
P--
1� c F. -.9 S)
23xs��
c c-
2367
Sgn
c pm� n,.75 �X.
(21.1W �) (2�)
c �RW 28. 1 SF 1.�6
7 239
W-r 21- W-9
c
T
M
c
6k t
t a POLE WOLMM �Wt& C�-�
c. c
c
. . . . . . . . . . . .
lo
L
-7
------- �32'06V 302.39
91A
ponxw njnw4E VA%E U0 FOR
pmac STAJl
PRELIMINARY SITE PLAN
Sc.l.: I' = 20' - 0"
M:M%=
ru 10 0 10 20 40 FT-
BALLINGER COURT SENIOR HOUSING BALLINGER COURT ASSOCIATES, LP
johmon Braund -
Dm� caoup, INC JOB #: 02-08 FEBRUARY 24, 2004
EDMONDS, WASHINGTON �- 206-766.9-"
—.jbdg.—
I's
v AU vy 1%ffl%fjmAAAr� AIILLIALILLIX "AwAAS I -... � . I - I I .. - - A I - - -.T ... f. -- -6. - -
Ballinger Court towards intersection with SR 99 ( 210 feet intersection distance).*
CP
4�- ,
0 Intersection Distance - 228th ST SW
0 Intersection Distance - SR 99
Sight Oistance - 76th Ave W
228th ST
&A- pll mul 1, 144
SrTE & BUILDING STARMS:
-- -----------
20, -W
10
BALLINGER COURT SENIOR HOUSING
EDMONDS, WASHINGTON
Parametrix
PROJPT' I "a ZAZ�o �'/14 _171-7 1;:�-6-Lp?z&hEET_j_ OF,�=
By_
41%_ DATE *HECKED
SUSJECT��j
JOB NO. PHASE _. TASK_
t ' (19,
22
9
. r-4 - !"Proposed Drivew
::'�. z/1
NW20546
99
Ballinger Court Sr. Apts.
Local Intersection
Traffic Distribution
I Imp
Baflinger Court Apts.
Traffic Distribution
PM Peak Hour - from Project
6
117AICE OF CURR
30.01
N !'F=335.
.8 r
SIG
48
L-i
rill
;~
--'---- ------''---------'-----'---'--- --�---------'-----'-~r---' ------- '-�~°�- --- - -------
-__-_'--_-__--_--'----'---------------'-----------------'--- -A��J�_.~~^�--' � '~-- '--
�~
- -'-----'-------------- -- ----------'---------- ----'-~�~--'------ '�----T-- -~~��' --' - -�--'^~ -^^-
'
'�'-------- ---'-----'--'---'-----�- -------------'----- -----�~'1 ~°� -- -^ ' -' -
�-
~-
' -'-'-- '---- ---''' ---------------' -------'-'- ---' -------'------------K--'-' ��--' ' ' ' -~' 1
� .
------'--------------------------'----------------------------- -~���-7'~^_~p~`- ' ' __ _ _
x
2� la'L YL16
EGRID
OFFENSE
REF_N0 IREF-DT—
REF_TM
TYPE -
AREA
PAT AREA
ST_Nqj��TDIR1
STNAME
STTYPE
STDIR2
XSDIRI
ACCIDENT -TRAFFIC
00000516
20000202
81150
ACCIDENT
E2
E009
21408
SR 99
ACCIDENT-TRF H&R ATT
101000945
00004261
20001023
134929
ACCIDENT
E2
E009
24111
HWY 99
ACCIDENT -TRAFFIC
00004479
20001108
175842
ACCIDENT
E2
E009
24111
HWY 99
ACCIDENT -TRAFFIC
20010310
115715
ACCIDENT
E2
E009
24111
HWY 99
ACCIDENT -TRAFFIC
01000623
20010216
105735
ACCIDENT
E2
E009
24111
HWY 99
ACCIDENT -TRAFFIC
610-04511
20011109
190309
ACCIDENT
E2
E009
2411
HWY 99
ACCIDENT -TRAFFIC
02001420
20020410
162623
ACCIDENT
E2
E009
241111
HVVY 99
ACCIDENT -TRAFFIC
02005286
20021230
145240
ACCIDENT
E2
E009
24111
HVVY 99
ACCIDENT -TRAFFIC
00002888
20000719
93351
ACCIDENT
E2
E009
22300
HVVY 99
ACCIDENT -TRAFFIC
00003646
20000908
170031
ACCIDENT
E2
E009
22300
HWY 99
ACCIDENT -TRAFFIC
00003648
20000908
173910
ACCIDENT
E2
E009
22300
HWY 99
ACCIDENT -TRAFFIC
00001810
20000503
133934
ACCIDENT
E2
E009
21900
HWY 99
ACCIDENT -TRAFFIC
00002942
20000722
170003
ACCIDENT
E2
E009
21900[_
HWY 99
ACCIDENT -TRAFFIC
00003300
20000816
151938
ACCIDENT
E2
E009
21900
HWY 99
ACCIDENT -TRAFFIC
00004253
20001022
200125
ACCIDENT
E2
E009
21900
HWY 99
ACCIDENT -NON TRAFFIC
00005057
20001222
142309
ACCIDENT
E2
E009
21900
HVVY 99
ACCIDENT -TRAFFIC
00004462
20001107
173110
ACCIDENT
E2
E009
21900
HWY 99
ACCIDENT -TRAFFIC
00003734
20000915
131351
ACCIDENT
E2
E009
21900
HWY 99
ACCIDENT -TRAFFIC
00002102
20000524
172745
ACCIDENT
E2
E009
219001
HWY 99
ACCIDENT -TRAFFIC
02006972
20020311
143812
ACCIDENT
E2
E009
219001
HWY 99
ACCIDENT -TRAFFIC
04000803
20040225
130105
ACCIDENT
E2
E009
219001
HWY 99
ACCIDENT -TRAFFIC
03003058
20030715
124119
ACCIDENT
E2
E009
225111
HWY 99
ACCIDENT -TRAFFIC
03003061
20030715
154037
ACCIDENT
E2
E009
2251 1_1
HWY 99
ACCIDENT -TRAFFIC
01004779
20011126
151530
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
02000326
20020122
101652
ACCIDENT
E2
E009
225111
HWY 99
ACCIDENT -TRAFFIC
6-20-02887
20020717
165536
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
102000345
02003945
20020929
120600
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
b-2-ool931
20020517
112719
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
02000882
20020303
164642
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
20020123
185738
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT-TRF H&R UNAT
01004963
20011209
150802
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
00001527
20000413
164614
ACCIDENT
E2
E009
22511
HWY 99,
ACCIDENT -TRAFFIC
01000205
20010115
180807
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
01001383
20010410
154629
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
01001993
1 200105221
154619JACCIDENT
E2
E009
22511
HWY 99
JACCIDENT-TRAFFIC
01002161
101001826
1 200106031
1 756JACCIDENT
E2
E009
22511
HWY 99
JACCIDENT-TRAFFIC
1 200105111
1338581ACCIDF-NT
JE2
E009
225111
HWY 99
Page 1
EGRID
ACCIDENT -TRAFFIC
01000260
20010119
123226
ACCIDENT
E2
E009
22511
HVVY 99
ACCIDENT -TRAFFIC
00005041
20001221
1339oo
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
00004450
20001106
175043
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
00003569
26000902
134613
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
00003641
20000908
140240
ACCIDENT
E2
E009
22511
HWY 99
ACCIDENT -TRAFFIC
00002286
20000607
170137
ACCIDENT
E2
E009
225111
HWY 99
ACCIDENT -TRAFFIC
00002285
20000607
143759
ACCIDENT
E2
E009
220201
HWY 99
ACCIDENT -TRAFFIC
00004012
20001005
211300
ACCIDENT
E2
E009
220201
HWY 99
ACCIDENT -TRAFFIC
00003287
20000815
164053
ACCIDENT
E2
E009
216001
HWY 99
ACCIDENT -TRAFFIC
00004917
20001213
72657
ACCIDENT
E2
E009
216001
HWY 99
ACCIDENT -TRAFFIC
01001477
20010415
182802
ACCIDENT
E2
E009
216001
HWY99
ACCIDENT -TRAFFIC
61660704
20010221
155754
ACCIDENT
E2
E009
216001
HVVY 99
ACCIDENT -TRAFFIC
00003616
20000906
124341
ACCIDENT
E2
E009
216001
HWY 99
ACCIDENT -TRAFFIC
00003371
20000821
111019
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT-TRF H&R ATT
01004101
20011012
152516
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02004163
20021014
121513
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02002978
20020724
143700
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -NON TRAFFIC
02002650
20020702
120207
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02002137
20020531
100803
ACCIDENT
E2
E009
21600[__
HWY 99
ACCIDENT -TRAFFIC
02001815
20020509
155731
ACCIDENT
E2
E009
2f6OO
HWY 99
ACCIDENT -TRAFFIC
01005221
20011229
142019
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02000443
20020201
165422
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02001333
20020405
154336
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT -TRAFFIC
02001627
20020425
103634
ACCIDENT
E2
E009
21600
HWY 99
ACCIDENT-TRF H&R ATT
03000522
L_20030204
161658
ACCIDENT
E2
E009
216001
H\AfY 99
ACCIDENT -TRAFFIC
63-000085_
20030107
144406
ACCIDENT
E2
E009
216001
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20030925
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20031222
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20000723
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20040304
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20031213
175048
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20030712
182050
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20010511
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113924JACCIDENT
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Page23
EGRID
feAA !P01
STREETI
STREET2
TRAFjkREA
IMPACT PT
PFUM_�CAUSE
ACC TYP
INJ CNT
FATAL CNT
AGCY
SR 99
216 ST SW
STREET
450 FT N OF
YIELD+NONE
ACCTRF
EPD
HWY 99
238 ST SW
STREET
INTERSECTION
TOOCLS+INATT
HITRNA
0
0
EPD
SR 99
24300
STREET
AT
OTHER
ACCTRF
0
0
EPD
EDMONDS WY
HWY 99
STREET
AT
TOOCLS+INATT+NONE
ACCTRF
1
0
EPD
SR104
SR 99
STREET
300 FT E
SPEEDR+NONE
ACCTRF
0
0
EPD
SR 99
SR104
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
HWY 99
24111
STREET
AT
HITRNA
0
EPD
HWY 99
EDMONDS WY
STREET
AT
TOOCLS+INATT
ACCTRF
1
0
EPD
HWY 99
224 ST SW
STREET
300'NORTH OF
INATT+OTHF-R+NONE
ACCTRF
01
0
EPD
SR 99
22300
STREET
AT
ACCTRF
1
0
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HWY 99
22300
STREET
AT
ACCTRF
1
0
E-P-D
SR 99
220 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
AT
HITRNU
0
0
EPD
SR 99
220 ST SW
STREET
700 FEET WEST
OTHER
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
20'N
TOOCLS+INATT+NONE
ACCTRF
1
0
EPD
HWY 99
220 ST SW
LOT
300 FT N
BACKNG+NONE
ACCTRF
2
EPD
HWY 99
220 ST SW
LOT
200 FT N
BACKNG+YLOPES
ACCTRF
1
0
EPD
SR 99
220 ST SW
STREET
AT
OTHER
HITRNU
EPD
LOT
21900 SR 99
LOT
AT
NONE
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
21900
STREET
AT
YIELD+INATT
A RF
0
0
EPD
76 AV W
HWY 99
LOT
100 FT E
NONE
ACCTRF
0
0
EPD
76 AV W
22600 HWY 99
STREET
AT
OTHER
ACCTRF
1
0
EPD
76 AV W
SR 99
STREET
25 FEET SOUTH
TOOCLS
ACCTRF
2
0
EPD
HWY 99
224 ST SW
PRIVPROP
500 FT S
ACCTRF
01
0
EPD
76 AV W
HWY 99
STREET
25 FT N
TOOCLS+INATT
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
AT
INATT
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
5 FT S
INATT+TOOCLS
ACCTRF
0
0
EPD
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HWY 99
STREET
AT
TOOCLS
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
AT
TOOCLS
ACCTRF
0-
0
EPD
HWY99
224 ST SW
LOT
300 FT S
OTHER
HITRNU
01
0
EPD
76 AV W
SR 99
STREET
AND
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
224 ST SW
STREET
75 FEET SOUTH
OTHER
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
400 FT S'
YIELD+NONE
ACCTRF
0
0
EPD
SR 99
22515
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
76 AV W
HWY99
STREET
AT
TOOCLS+INATT
ACCTRF
0
OJEPD
HWY99
76AVW
STREET
INTERSECTION
IMPTRN+OTHER
ACCTRF
I
I OIEPD
Page 24
EGRID
SR 99
76 AV W
STREET
AT
OTHER
ACCTRF
0
0
EPD
76 AV W
22611
STREET
AT
KNG
ACCTRF
0
0
EPD
22511
HWY 99
LOT
AT
TBA
ACCTRF
0
0
EPD
76 AV W
76 AV W
STREET
7'EAST
YIELD+NONE
ACCTRF
0
0
EPD
LOT
22511 HWY 99
LOT
AT
INATT
ACCTRF
ol
0
EPID
SR 99
224 ST SW
STREET
212 FT S OF
YIELD+YIELD
ACCTRF
EPID
SR 99
220 ST SW
LOT
300 FT S OF
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ACCTRF
EPD
HWY 99
220 ST SW
LOT
500'S
BACKNG+NONE
ACCTRF
0
0
EPID
SR99
21600
STREET
AT
ACCTRF
0
0
EPID
SR 99
216 ST SW
STREET
350 FEET NORTH
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ACCTRF
2
0
EPID
SR 99
216 ST SW
STREET
150'SOUTH OF
YIELD+OTHER
ACCTRF
0
EPID
HWY 99
216 ST SW
STREET
100 FT N
TOOCLS+INATT
ACCTRF
0
—0
0
EPID
SR 99
216 ST SW
STREET
AT
ACCTRF
1
0
EPD
216 ST SW
216 ST SW
STREET
150'S
BACKNG+INATT+NONE
ACCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
10'N
INATT+NONE
ACCTRF
0
0
EPID
HWY 99
216 ST SW
STREET
300 FT N
TOOCLS
ACCTRF
2
O'"EPD
HWY99
216 ST SW
STREET
300'N
INATT+NONE
ACCTRF
2
0
EPID
HWY 99
216 ST SW
STREET
700' N
INATT+BACKNG
ACCTRF
0
0
EPID
HWY 99
216 ST SW
STREET
INTERSECTION
TOOCLS+NONE
ACCTRF
0
6
EPID
216 ST SW
HWY99
STREET
450' N
NONE
ACCTRF
1
0
EPID
HWY 99
216 ST SW
STREET
1000's
INATT+NONE
ACCTRF
1
0
EPD
HWY 99
216 ST SW
STREET
450' N
INATT+NONE
ACCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
500'SOUTH OF
TOOCLS+INATT
ACCTRF
1
0
EPD
HWY 99
216 ST SW
STREET
SOO' NORTH OF
YIELD+INATT
ACCTRF
0
0
EPID
HWY 99
216 ST SW
STREET
100' NORTH OF
INATT
HITRNA
0
0
EPD
HWY 99
216 ST SW
STREET
300'NORTH OF
YIELD+INATT+IMPTR
ACCTRF
0
0
EPD
HWY99
216 ST SW
STREET
1200'NORTH OF
TOOCLS
ACCTRF
1
0
EPID
HWY 99
216 ST SW
STREET
150'NORTH OF
TOOCLS+INATT
ACCTRF
3
0
EPD
HWY 99
216 ST SW
STREET
60'NORTH OF
OTHER
ACCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
20'N
TOOCLS
ACCTRF
1
0
EPD
SR 99
216 ST SW
STREET
400 FT S
BACKNG
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
500 FT S
INATT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
AT
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
216 ST SW
LOT
300'NORTH OF
SPEEDR+OTHER
ACCTRF
0
0
EPID
HWY 99
21600 ST SW
STREET
200'S
INATT
HITRNA
0
0
EPD
SR 99
216 ST SW
STREET
50 FT N
INATT
ACCTRF
0
OJEPD
216 ST SW
HWY 99
STREET
300' N
TOOCLS+INATT
A,CCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
536 FT N
YIELD+INATT
ACCTRF
2
OIEPD
I
Page 25
EGRID
HWY 99
21600
PRIVPROP
AT
BACKNG
ACCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
100'SOUTH OF
OTHER
HITRNU
0
0"EPD
HWY 99
216 ST SW
LOT
200' NORTH OF
INATT+YIELD
ACCTRF
0
0
EPD
HWY 99
234 ST SW
STREET
100 FT N
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
234 ST SW
STREET
100'SOUTH OF
INATT+BACKNG
ACCTRF
0
0
EPD
HWY 99
234 ST SW
STREET
AT
YIELD
ACCTRF
0
0
EPD
HWY 99
234 ST SW
STREET
150'NORTH OF
YIELD
ACCTRF
0
0
EPD
SR 99
234 ST SW
STREET
100 FEET SOUTH
TOOCLS
ACCTRF
0
0
EPD
SR 99
234 ST SW
STREET
75 FT S
TOOCLS
ACCTRF
0
0
EPD
HVVY 99
234 ST SW
LOT
600 FT N
INATT
HITRNU
0
0
EPD
HWY 99
234 ST SW
STREET
35 FT N
INATT
ACCTRF
I
EPD
HV%fY 99
234 ST SW
STREET
INTERSECTION
YIELD+NONE
ACCTRF
0
0
EPD
234 ST SW
HVVY 99
STREET
80' E
INATT+INATT
ACCTRF
0
0
EPD
230 ST SW
SR 99
STREET
30' EAST OF
YIELD
ACCTRF
0
O.EPD
HWY 99
230 ST SW
STREET
AT
YIELD+INATT
ACCTRF
1
0
EPD
HWY 99
230 ST SW
STREET
100 FT N
NONE+INATT
ACCTRF
1
0
EPD
HVVY 99
230 ST SW
STREET
300 FT N
YIELD+NONE
ACCTRF
0
0
EPD
230 ST SW
HVVY 99
STREET
AT
YIELD+INATT+NONE
ACCTRF
1
0
EPD
HVVY 99
230 ST SW
STREET
AT
YIELD+INATT
ACCTRF
0
U'EPD
LOT
23632 HWY 99
LOT
AT
IMPTRN
HITRNU
01
0
EPD
SR 99
238 ST SW
STREET
150 FT N
INATT
ACCTRF
0
0
EPD
HWY 99
23632
PRIVPROP
AT
YIELD+OTHER
ACCTRF
I
0'TP
D
84 AV W
238 ST SW
STREET
20 FT N
DEFEQP
ACCTRF
1
0
EPD
HVVY 99
23632
PRIVPROP
AT
BACKNG
HITRNU
0
0
EPD
HW*Y 99
220 ST SW
LOT
50 FT N
INATT
WITRNA
0
0
EPD
HWY 99
23632
PRIVPROP
AT
NOSTOP
HITRNU
0
0
EPD
SR 104
SR 99
STREET
5 FT E
TOOCLS+INATT
ACCTRF
1
0
EPD
SR 104
HVVY 99
STREET
20 FT W
ACCTRF
0
0
EPD
EDMONDS WY
HWY 99
STREET
AT
NONE
ACCTRF
0
0
EPD
HWY 99
230 ST SW
STREET
INTERSECTION
YIELD+NONE
ACCTRF
2
0
EPD
HWY 99
228 ST SW
STREET
268 FT S
INATT+OTHER
ACCTRF
01
0
EPD
SR 104
SR 99
STREET
9. EAST OF
TOOCLS+INA-r7
ACCTRF
1
0
EPD
SR 99
SR 104
STREET
AT
OTHER
ACCTRF
1
0
EPD
HWY 99
EDMONDS WY
STREET
AT
HITRNA
1
0
EPD
SR 104
240 ST SW
STREET
300'EAST
YIELD+WARN+INATT+
ACCTRF
0
0
EPD
EDMONDS WY
HWY 99
STREET
500' EAST OF
TOOCLS+OTHER
ACCTRF
7
0
EPD
EDMONDS WY
HWY 99
STREET
200'EAST
ASLEEP
ACCTRF
IACCTRF
1 01
0
EPD
EDMONDS WY
241 ST SW
STREET
AT
SPEEDR
I ol
0
EPD
Page 26
EGRID
SR 99
76 AV W
STREET
AT
ACCTRF
.0
EPD
224 ST SW
HWY 99
STREET
75 FT E
SPEEDR+INATT
ACCTRF
0
0
EPD
SR 99
240 ST SW
STREET
150 FEET SOUJTjH
HITRNA
0
0
EPD
SR 99
SR 104
STREET
87 FT N
TOOCLS+OTHER
ACCTRF
0
0
EPD
HWY 99
240 ST SW
STREET
500 FT S
SPEEDR
ACCTRF
ol
0
EPD
HVVY 99
EDMONDS WY
STREET
BLK 24200
THER
ACCTRF
0
0
EPD
HV%fY 99
236 ST SW
STREET
AT
YIELD+NOSTOP
ACCTRF
0
0
EPD
236 ST SW
HWY 99
STREET
75'SOUTH
INATT
ACCTRF
0
0
EPD
236 ST SW
HWY 99
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
HVVY 99
236 ST SW
STREET
238'SOUTH OF
IMPTRN+YIELD+INAT
ACCTRF
I
'U
TP D
236 ST SW
HWY 99
STREET
150'WEST OF
TOOCLS+INATT
ACCTRF
1
0
EPD
HV%fY 99
238 ST SW
STREET
300 FT N
TOOCLS+INATT
ACCTRF
0
0
EPD
HWY 99
236 ST SW
STREET
150 FT S
YIELD
ACCTRF
0
0
EPD
HWY 99
236 ST SW
STREET
250'SOUTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
236 ST SW
EDMONDS WY
LOT
200'WEST
NONE+PARKNG
HITRNU
0
0
EPD
HWY 99
236 ST SW
PRIVPROP
250 FT S
YIELD
ACCTRF
1
0
EPD
STREET
SR99
STREET
AT
YIELD
ACCTRF
0
0
EPD
236 ST SW
HV%fY 99
LOT
150'WEST OF
INATT
HITRNU
0
0
EPD
HVVY 99
236 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
236 ST SW
STREET
AT
NOSTOP+YIELD+INAT
ACCTRF
2
0
EPD
HWY 99
236 ST SW
STREET
AT
YIELD+INATT
ACCTRF
1
0
EPD
HWY 99
236 ST SW
STREET
AT
YIELD+IMPTRN+INAT
ACCTRF
1
0
EPD
236 ST SW
HWY 99
STREET
20'WEST OF
BACKNG
HITRNA
1
0
EPD
SR 99
23600
STREET
AT
YIELD
ACCTRF
1
0
EPD
SR 99
236 ST SW
STREET
AT
YIELD
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
350 FT S
OTHER+NONE
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
100 FT S
TOOCLS+NONE
ACCTRF
1
0
EPD
SR99
224 ST SW
STREET
AT
HITRNA
0
0
EPD
HWY 99
220 ST SW
PRIVPROP
67'SOUTH OF
OTHER
HITRNU
0
0
EPD
216 ST SW
73 PL W
STREET
200 FT E
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
200 FT N
YIELD
ACCTRF
0
0
EPID
SR 99
236 ST SW
STREET
AT
OTHER+YIELD
ACCTRF
1
0
EPD
220 ST SW
HWY99
STREET
141 FT E
OTHER
ACCTRF
0
0
EPD
SR.99
216 ST SW
STREET
100 FEET N
DUIA
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
450' NORTH OF
YIELD+INATT
ACCTRF
2
0
EPD
SR 99
220 ST SW
STREET
AT
NONE
ACCTRF
0
OJEPD
SR 99
224 ST SW
STREET
350 FT N
YIELD
ACCTRF
0
OJEP�D
HWY 99
1220 ST SW
ISTREET
1450' NORTH JOTHER+INATT+NONE
JACCTRF
0
OlEpDd
Page 27
EGRID
220 ST SW
SIR 99
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
200 FT N
TOOCLS+NONE
ACCTRF
1
0"EPD
220 ST SW
HWY 99
STREET
400'S
TOOCLS+INATT+NONE
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
60 FT W
TOOCLS+INATT
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
200' EAST OF
YIELD+INATT
ACCTRF
ol
0
Dr)
E.
SIR 99
220 ST SW
STREET
AT
YIELD
ACCTRF
1
0
tPD
HWY 99
220 ST SW
STREET
300 FT S
YIELD+INATT
ACCTRF
0
0
EPD
SIR 99
220 ST SW
STREET
AT
LIGHT
ACCTRF
0
0
EPD
SIR 99
240 ST SW
STREET
100 FT N
TOOCLS+OTHER
ACCTRF
2
0
EPD
HWY 99
240 ST SW
STREET
loo, SOUTH OF
SPEEDR+DUIA
ACCTRF
2-
0
EPD
HWY 99
240 ST SW
STREET
75 FT S
TOOCLS
ACCTRF
0
0
EPD
SIR 99
240 ST SW
STREET
175'SOUTH OF
U-TURN+INATT
ACCTRF
4
0
EPD
HWY 99
240 ST SW
STREET
90' NORTH OF
TOOCLS
ACCTRF
0
0
EPD
HWY 99
240 ST SW
STREET
300'S
YIELD+IMPTRN+INAT
ACCTRF
1
0
EPD
HWY 99
240 ST SW
STREET
50 FT S
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
240 ST SW
LOT
320'SOUTH OF
OTHER
ACCTRF
01
0
E-P-D
HWY 99
240 ST SW
STREET
20'S
ACCTRF
1
0
EPD
HWY 99
240 ST SW
LOT
125'SE OF
BACKNG+INATT
HITRNU
0
0
EPD
HWY 99
240 ST SW
STREET
AT
YIELD
ACCTRF
0
0
EPD
240 ST SW
HWY 99
STREET
AT
INATT
ACCTRF
1
0
EPD
SIR 99
240 ST SW
STREET
40 NORTH
TOOCLS
ACCTRF
0
0
EPD
SIR 99
240 ST SW
STREET
20 FEET SOUTH
TOOCLS
ACCTRF
1
0
EPD
HWY 99
240 ST SW
LOT
125'SOUTH OF
SPEEDR+OTHER
ACCTRF
0
0
EPD
HWY 99
240 ST SW
STREET
150 FT S
SPEEDR+OTHER+INAT
ACCTRF
1
0
EPD
SIR 99
240 ST SW
STREET
200 FT N
YIELD+INATT
ACCTRF
1
0
-EPD
HWY 99
240 ST SW
STREET
AT
TOOCLS
ACCTRF
3
0
EPD
HWY 99
240 ST SW
STREET
AT
TOOCLS
HITRNA
01
0
EPD
HWY 99
240 ST SW
STREET
INTERSECTION
IMPTRN
ACCTRF
0
0
EPD
EDMONDS WY
HWY 99
STREET
AT
TOOCLS+INATT+OTHE
ACCTRF
0
0
EPD
HWY 99
240 ST SW
STREET
250'
YIELD+INATT
ACCTRF
3
0
EPD
HWY 99
240 ST SW
STREET
AT
YIELD+OTHER
ACCTRF
2
0
EPD
HWY 99
240 ST SW
STREET
SO' NORTH OF
YIELD
ACCTRF
1
0
EPD
HWY 99
240 ST SW
STREET
INTERSECTION
YIELD+INATT
ACCTRF
1
0
EPD
HWY 99
240 ST SW
STREET
431'SOUTH OF
TOOCLS
ACCTRF
0
0
EPD
SIR 99
76 AV W
STREET
AT
YIELD
TC'CTRF
2
0
EPD
HWY 99
176 AV W
STREET
75'SOUTH OF
INATT
ACCTRF
0
0
EPD
HWY 99
176 AV W
STREET
INTERSECTION
YIELD+NONE
IYIELD+INATT
ACCTRF
4
0
EPD
HWY 99
176 AV W
STREET
INTERSECTION
-IACCTRF
ol
0
EPD
Page 28
EGRID
76 AV W
HWY 99
STREET
AT
SPEEDS+NOSTOP
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
AT
INATT+TOOCLS
ACCTRF
0
0
EPD
HWY 99
76 AV W
STREET
AT
YIELD
ACCTRF
0
0
EPD
76 AV W
SR 99
STREET
20 FT N
TOOCLS+INATT
ACCTRF,
2
0
EPD
76 AV W
HWY 99
STREET
10 FT S
TOOCLS
ACCTRF
0
0
EPD
HWY 99
228 ST SW
STREET
300'NORTH OF
YIELD
ACCTRF
1
0
EPD
76 AV W
SR 99
STREET
AT
TOOCLS+OTHER
ACCTRF
0
0
EPD
HWY 99
EDMONDS WY
STREET
AT
TOOCLS+INATT
ACCTRF
3
0
EPD_
HWY 99
EDMONDS WY
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 104 ON RAMP
HWY 99
STREET
251 EAST
INATT+NONE
ACCTRF
1
0
EPD
HWY 99
EDMONDS WY
STREET
AT
OTHER+NOSGNL
ACCTRF
0
0
EPD
EDMONDS WY
HWY 99
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
76 AV W
HWY 99
STREET
150 FT
DEFEQP+OTHER
ACCTRF
0
0
EPD
SR99
76 AV W
STREET
AT
YIELD
ACCTRF
ol
0
EPD
76 AV W
HWY 99
STREET
AT
TOOCLS+INA-rT
HITRNA
0
0
EPD
HWY 99
76 AV W
STREET
AT
YIELD+IMPTRN+6THE
ACCTRF
2
—O'EPD
76 AV W
HWY 99
STREET
N OF
NONE
ACCTRF
0
0
EPD
HWY 99
76 AV W
LOT
219' EAST OF
INATT+BACKNG
ACCTRF
0
0
EPD
76 AV W
SR 99
STREET
30 FT N
INATT+TOOCLS
ACCTRF
01
j
EPD
HWY 99
76 AV W
STREET
INTERSECTION
YIELD+INATT
ACCTRF
0
0
EPD
76 AV W
SR 99
STREET
AT
INATT+TOOCLS
ACCTRF
1
0
EPD
76AVW
HWY 99
STREET
AT
INATT+TOOCLS
ACCTRF
0
0
EPD
LOT
23231 HVVY 99
LOT
AT
INATT
HITRNU
0
0
EPD
SR 99
76AVW
STREET
AT
YIELD+INATT
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
20'SOUTH OF
TOOCLS+INATT
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
INTERSECTION
TOOCLS+NONE
ACCTRF
4
0
EPD
76 AV W
SR 99
STREET
20 FEET SOUTH
OTHER
ACCTRF
1
0
EPD
76 AV W
SR 99
STREET
AT
TOOCLS
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
AT
INATT+TOOCLS
ACCTRF
0
0
EPD
HVVY 99
76 AV W
STREET
10'NORTH OF
TOOCLS+INATT
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
23700 BLOCK
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
23700
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
750 FT S
YIELD+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
450'SO OF
TOOCLS
ACCTRF
0
EPD
SR 99
122127
STREET
IAT
YIELD
ACCTRF
1
0
EPD
HWY 99
1220 ST SW
STREET
ISTREET
100 FT S
TOOCLS+INATT
ACCTRF
1
0
EPD
HWY 99 ____]220
ST
1350 FT S
YIELD+NONE
ACCTRF
0
O'EPD
Page 29
EGRID
HWY 99
220 ST SW
STREET
600 FT S
YIELD+OTHER
ACCTRF
0
0
E-PID
SR 99
220 ST SW
STREET
616 SOUTH
YIELD
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
325 FT S
YIELD
ACCTRF
3
0
EPD
HWY 99
224 ST SW
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
HWY 99
228 ST SW
STREET
AT
YIELD+INATT
ACCTRF
2
0
EPD
HWY 99
236 ST SW
STREET
150 FT S
TOOCLS+INATT
ACCTRF
0
0
EPID
HWY 99
22304
STREET
AT
TOOCLS
ACCTRF
2
0
EP D
SR 99
224 ST SW
STREET
145'SOUTH OF
INATT
ACCTRF
1
0
EPD
76 AV W
HWY 99
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
SR 99
22400
STREET
AT
ACCTRF
6
0
EPD
216 ST SW
73 PL W
STREET
-OTHER
150 FT E
YIELD
ACCTRF
0
0
EPD
SR 99
76 AV W
STREET
AT
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
323 FT N
INATT+YIELD
ACCTRF
I
O.EPD
SR 99
23231
STREET
AT
ACCTRF
0-
0
Dn
E, U
228 ST SW
HWY 99
STREET
200' N
INATT+NONE
ACCTRF
2
0
EPD
HWY 99
22700
STREET
AT
YIELD
ACCTRF
I
O.EPD
76 AV W
HWY 99
STREET
VEAST
TOOCLS
ACCTRF
1.
0
EPD
234 ST SW
HWY 99
STREET
100' EAST OF
OTHER
HITRNU
0
REPID
HWY 99
234 ST SW
STREET
130.8 FT N
SPEEDR+DEFEQP
ACCTRF
1
0
SR 99
234 ST SW
STREET
INTERSECTION
OTHER+INATT
ACCTRF
0
0
_EPD
EPD
SR 99
22600
STREET
AT
ACCTRF
1
0
EPD
HVVY 99
236 ST SW
STREET
450 FT N
YIELD
ACCTRF
0
0
EPD
212 ST SW
70 AV W
STREET
AT
OTHER
ACCTRF
0
EPD
SR 99
22511
LOT
AT
HITRNU
0
O.EPD
HWY 99
224 ST SW
STREET
350 FT S
INATT+INATT
ACCTRF
0
0
EPD
HWY 99
22400
STREET
AT
OTHER
ACCTRF
1
0
EPD
HWY 99
76 AV W
STREET
INTERSECTION
YIELD+OTHER
ACCTRF
2
0
EPD
HWY 99
224 ST SW
STREET
INTERSECTION
TOOCLS+INATT
ACCTRF
1
0
EPD
76 AV W
HWY 99 -.,STREET
20 FT N
TOOCLS+INATT
ACCTRF
1
0
EPD
HWY 99
22511
STREET
AT
INATT
ACCTRF
0
0
EPD
HWY 99
77 PL W
LOT
200 FT W
NONE
HITRNU
0
0
EPD
HVVY 99
22315
STREET
AT
INATT+BACKNG
ACCTRF
0
0
EPD
HVVY 99
22315
PRIVPROP
AT
NONE
HITRNU
0
0
EPD
SR99
24001
STREET
AT
ACCTRF
0
0
EPD
HWY 99
76 AV W
STREET
INTERSECTION
U-TURN+NONE
ACCTRF
0
0
EPID
HWY 99
23200
STREET
AT
YIELD
ACCTRF
0
0
EPD
HVVY 99
76 AV W
122127
STREET
INTERSECTION
YIELD+OTHER
ACCTRF
1
0
EPD
LOT
HWY 99
LOT
-AT
IMPTRN+INATT
ACCTRF
0
0
I
E PD
Page 30
EGRID
SR 99
22000
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
30'WEST OF
OTHER
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
354'SOUTH OF
NONE
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
225' EAST OF
YIELD+INATT
ACCTRF
3
0
EPD
SR 99
220 ST SW
STREET
100'SOUTH OF
IMPTRN+INATT
HITRNA
01
0
EPD
SR 99
220 ST SW
STREET
300'SOUTH OF
YIELD+IMPTRN+INAT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
645.8'N OF
YIELD+OTHER+INATT
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
AT
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET .300
FT W
YIELD
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
500 FT S
YIELD+INATT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
AT
DEFEQP+LIGHT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
325'SOUTH OF
OTHER+INATT
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
300 FT E
U-TURN
ACCTRF
0.
0
EPD
HWY 99
220 ST SW
LOT
150'NORTH OF
YIELD+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
409 NORTH OF
INATT
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
189' EAST OF
INATT+TOOCLS
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
200'WEST
INATT+YIELD+SPEED
ACCTRF
1
0
EPD
SR 99
220 ST SW
STREET
100 FT N
INATT+NONE
ACCTRF
0
0
EPD
LOT
22000 HWY 99
LOT
AT
INATT+OTHER
HITRNU
0-
0
EPD
220 ST SW
HVVY 99
STREET
INTERSECTION
TOOCLS
ACCTRF
ol
0
EPD
HVVY 99
220 ST SW
STREET
100'NORTH OF
HITRNA
0
0
EPD
HWY 99
220 ST SW
STREET
275 FT N
NONE+DUIA
ACCTRF
2
0
EPD
22000 ST SW
HWY 99
STREET
420'NORTH
INATT+NONE
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
300'SOLITH OF
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
300'SOUTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
100'- EAST OF
YIELD
ACCTRF
0
OEPD
220 ST SW
SR 99
STREET
138 FEET WEST
OTHER
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
250 FT S
YIELD+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
100 FT E
TOOCLS+NONE
HITRNA
2
0
EPD
220 ST SW
HWY 99
STREET
1652'N
INATT+NONE
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
140 FT E
ACCTRF
01
0
EPD
HWY 99
220 ST SW
LOT
200' NORTH OF
oTHER+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
LOT
80'N
BACKNG
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
175'NORTH OF
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
550 FT S
YIELD+NONE
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
1150'S
INATT+NONE
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
ISTREET
250 F S
OTHER
ACCTRF
ol
0
EPD
HWY 99
220 ST SW
30 FT N
TOOCLS+INATT
ZCTRF
01
OIEPD
Page 31
EGRID
22000 ST SW
HWY 99
200'S
INATT+NONE
ACCTRF
0
0
EPD
HWY 99
-STREET
220 ST SW
LOT
350'WEST OF
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
300'SOUTH OF
TOOCLS+INATT
ACCTRF
I
1
0
EPD
SR 99
220 ST SW
STREET
350 FEET NORTH
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
200 FT S
YIELD
ACCTRF
21
0
EPD
SR 99
220 ST SW
STREET
AT
TOOCLS
ACCTRF
11
0
EPD
HWY 99
220 ST SW
LOT
500 FT N
IMPTRN+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
250'SOUTH OF
YIELD+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
150'SOUTH-
NONE
ACCTRF
1
O.EPD
HVVY 99
220 ST SW
STREET
NON INTERSECTIO
TOOCLS+BACKNG
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
750'NORTH
NONE
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
100, w
NONE
ACCTRF
01
0
EPD
220 ST SW
HWY 99
STREET
AT
YIELD
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
AT
NONE
HITRNA
2
0
EPD
HWY 99
220 ST SW
STREET
200'SOUTH OF
YIELD
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
AT
NONE
HITRNA
0
0
EPD
HWY 99
220 ST SW
STREET
750'SOUTH OF
ASLEEP
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
250 FT S
YlEi-D+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
STSOUTH OF
TOOCLS+OTHER
ACCTRF
0
0
EP D
HWY 99
220 ST SW
STREET
150'SOUTH OF
YIELD
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
50' EAST OF
DEFEQP+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
641'SOUTH OF
YIELD
ACCTRF
2
0
EPD
HVVY 99
220 ST SW
STREET
300 FT S
YIELD
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
400'SOUTH OF
YIELD+OTHER
HITRNA
0
0
EPD
HWY 99
220 ST SW
STREET
600'NORTH
INATT+NONE
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
AT
LIGHT+YIELD+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
250'WEST OF
YIELD+INATT
ACCTRF
2
0
EPD
220 ST SW
HWY 99
STREET
700'S
NONE
ACCTRF
5
0
EPD
HWY 99
220 ST SW
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
150 FT W
YIEI_D+NONE
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
50 FT W
TOOCLS+INATT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
250S
NONE
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
150 FT W
TOOCLS+OTHER
ACCTRF
3
0
EPD
220 ST SW
HWY 99
STREET
30 FT E
YIELD+OTHER
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
AT
NONE
ACCTRF
3
0
EPD
HVVY 99
220 ST SW
STREET
200'SOUTH OF
YIELD+NONE
ACCTRF
1
0
EPD
HWY 99
220 ST
STREET
150 FT S
SPEEDR+INATT
ACCTRF
01
0
EPD
220 ST SW
HWY 99
ISTREET
708'SOUTH
INONE
ACCTRF
ol
OtE—P—DI
Page 32
EGRID
HVVY 99 -
220 ST SW
STREET
200 FT S
YIELD+INATT
Y IE'
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
25 FEET SOUTH
ACCTRF
0
0
EPD
22000
HWY 99
STREET
150'EAST
TOOCLS
0 C
ACCTRF
1
0
EPD
22000
HWY 99
STREET
AT
YIEi-D+IMPTRN
ACCTRF
0
0
220 ST SW
HWY 99
STREET
150, w
YIEI-D+INATT+NONE
[BACKNG
ACCTRF
0
0
EPD
HWY 99
220 ST ST
LOT
20'SOUTH OF
C
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
300 FT N
TOOCLS+INATT
C
ACCTRF
0
0
EPD
220 ST SW
HVVY 99
STREET
INTERSECTION
TOOCLS+INATT
C
ACCTRF
1
0
EPD
SR 99
220 ST SW
STREET
200 FT S
TOOCLS+INATT
TOC
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
AT
YIEt-D+OVRLIN
ACCTRF
0
0
EPD
SR 99
220 ST SW
PRIVPROP
150 FT N
OTHER
ACCTRF
0
0
EPD
220 ST SW
HVsfY 99
STREET
200'WEST OF
TOOCLS+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET .235'WEST
OF
YIELD
ACCTRF
01
0
EPD
HWY 99
220 ST SW
STREET
120 FT S
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
30 FT S
INATT+BACKNG
HITRNA
1
0
EPD
HWY 99
220 ST SW
LOT
100'SOUT F
BACKNG
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
100 FT N
OTHER
ACCTRF
1
0
EPD
HVVY 99
220 ST SW
LOT
100' NORTH OF
BACKNG
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
AT
YIELD+LIGHT+INATT
ACCTRF
01
0
EPD
HWY 99
220 ST SW
STREET
90 FT S
NONE
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
600'NORT OF
SPEEDR+OTHER
HITRNA
2
0
EPD
HWY 99
220 ST SW
STREET
300's
YIELD+IMPTRN
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
500's
INATT+OTHER
ACCTRF
1.
0
EPD
HWY 99
220 ST SW
STREET
AT
INATT+YIELD
ACCTRF
01
0
EPD
HWY 99
220 ST SW
STREET
250'S
YIELD
ACCTRF
0
0
EIRD
HV%fY 99
220 ST SW
STREET
587'SOUTH OF
NONE
ACCTRF
1
0
EPD
HVVY 99
220 ST SW
STREET
750 FT N
IMPTRN
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
AT
BACKNG+INATT
ACCTRF
0
0
EPD
220 ST SW
HVVY 99
STREET
40 FT E
TOOCLS+INATT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
INTERSECTION
INATT+LIGHT
ACCTRF
01
0
EPD
HWY 99
220 ST SW
STREET
INTERSECTION
TOOCLS+INATT
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
30 FT W
YIELD+INATT
HITRNA
0
0
EPD
220 ST SW
HV%fY 99
STREET
200'S
YIELD
ACCTRF
1
0
EPD
HWY 99
22000
STREET
AT
TOOCLS
ACCTRF
0
0
EIRD
HVVY 99
220 ST SW
STREET
75'NORTH OF
IMPTRN+INATT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
75'SOUTH OF
IMPTRWOTHER
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
250 FT N
YIELD+OTHER
ACCTRF
1
0
EPD
HVVY 99
220 ST SW
STREET
INTERSECTION
SPEEDR+YIELD
ACCTRF
101
OJEPD
Page 33
EGRID
HWY 99
220 ST SW
STREET
500' NORTH OF
YIELD+NOSTOP+INAT
ACCTRF
2
0
EPD
HWY 99
220 ST SW
STREET
AT
TOOCLS+INATT
ACCTRF
1
0
EPD
HWY 99
220 ST SW
STREET
300'NORTH OF
INATT+OTHER
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
150' EAST OF
BACKNG
ACCTRF
0
EPID
HWY 99
220 ST SW
STREET
240'NORTH OF
TOOCLS+INATT
HITRNA
0
0
EPD
HVVY 99
220 ST SW
STREET
INTERSECTION
OTHER
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
297 FT W
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
23825
PRIVPROP
AT
HITRNU
0
0
EPD
HWY 99
76 AV W
STREET
INTERSECTION
INATT
ACCTRF
0
0
EPD
HWY 99
224 ST SW
STREET
410 FT N
IMPPAS+OTHER
ACCTRF
0
0
EPID
SR 99
22515
STREET
AT
SPEEDS
ACCTRF
1
0
EPID
HWY 99
220 ST SW
STREET
225 FT N
TOOCLS+INATT
ACCTRF
0
0
EPID
HWY 99
21412
STREET
AT
ACCTRF
0
0
EPD
LOT
23830 HVIJY 99
LOT
AT
INATT+BACKNG
ACCTRF
0-
0
EPD
238 ST SW
HVVY 99
20'WEST
NONE
ACCTRF
0
0
EPID
LOT
-STREET
23830 HWY 99
LOT
AT
INATT+BACKNG
ACCTRF
0
0
EPD
SR 99
238 ST SW
STREET
300 FT S
ACCTRF
1
0
EPD
HVVY 99
238 ST SW
LOT
200 FT S
BACKNG
ACCTRF
0
0
EPID
HV4Y 99
76 AV
STREET
130 FT N
OTHER+INATT
ACCTRF
0
0
EPD
LOT
21420 HWY 99
LOT
AT
ACCTRF
0
0
EPID
SR 99
224 ST SW
STREET
AT
ACCTRF
6
0
EPD
HVVY 99
224 ST SW
STREET
d200
8'SOUTH OF
TOOCLS
ACCTRF
0
0
EPID
224 ST SW
HWY 99
STREET
55's
YIELD+INATT
ACCTRF
0
0
EPID
HWY 99
224 ST SW
STREET
FT N
YIELD+INATT
ACCTRF
1
0
EPID
224 ST SW
HVVY 99
STREET
350' N
INATT+NONE
ACCTRF
0
EPID
HWY 99
224 ST SW
STREET
20'NORTH
NONE
ACCTRF
1
0
EPD
HVVY 99
224 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
224 ST SW
STREET
1000 FT S
TOOCLS+INATT
ACCTRF
3
0
EPD
224 ST SW
HVVY 99
STREET
AT
YIELD
ACCTRF
0
0
EPD
HWY 99
224 ST SW
STREET
500'NORTH OF
IMPTRN+INATT
ACCTRF
01
0
EPID
HWY 99
224 ST SW
LOT
250'SOUTH OF
INATT+BACKNG
ACCTRF
0
0
EPD
HWY 99
224 ST SW
STREET
350 FT S
INATT
ACCTRF
0
0
EIRD
HWY 99
224 ST SW
STREET
102'SOUTH OF
TOOCLS+INATT
ACCTRF
1
0
EPD
22400 ST SW
HWY 99
STREET
10'N
NONE+IMPTRN
HITRNA
1
0
EPID
HVVY 99
224 ST SW
STREET
580' N
NONE
ACCTRF
3
0
EPID
HVVY 99
224 ST SW
LOT
SGO'NORTH OF
INATT+BACKNG
HITRNU
0
0
EPID
224 ST SW
HWY 99
122400
STREET
50'SOUTH
NONE
ITOOCLS,
ACCTRF
6
0
EPID
HIWAY 99
STREET
AT
ZURF
1
0
EPID
Page 34
EGRID
HWY 99
224 ST SW
STREET
6OO'N
TOOCLS+INATT
ACCTRF
1
0
EPD
SR 99
224 ST SW
STREET
AT
YIELD
ACCTRF
0
OEPD
HV%rY 99
76 AV W
STREET
10 FT W
L
FYIELD
ACCTRF
1
0
EPD
HWY 99
224 ST SW
STREET
INTERSECTION
TOOCLS+INATT
C
ACCTRF
2
0
EPD
SR 99
76 AV W
STREET
AT
YIELD+OTHER
ACCTRF
ol
0
EPD
HVVY 99
224 ST SW
STREET
100 FT S
YIELD
ACCTRF
0
EPD
HWY 99
224 ST SW
STREET
150'NORTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
224 ST SW
LOT
40 FT NE
DEFEQP
IACCTRF
ACCTRF
0
0
EPD
HVVY 99
224 ST SW
STREET
400 FT N
YIELD+IMPTRN
ACCTRF
2
0
EPD
HWY 99
224 ST SW
STREET
AT
TOOCLS+INATT
1
0
EPD
HWY 99
224 ST SW
STREET
lOO'S
TOOCLS+INATT
ACCTRF
01
0
EPD
HVVY 99
224 ST SW
STREET
751 SOUTH OF
IMPTRN+INATT
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
400 FT SE
IMpTRN+TOOCLS+INA
ACCTRF
0
0
EPD
22315
224 ST SW
STREET
300- NORTT
YIELD+OTHER
ACCTRF
1
0
EPD
LK BALLINGER WY
EDMONDS WY
STREET
SOO'WEST
TOOCLS+INATT
HITRNU
0
0
or)
El -
224 ST SW
HWY 99
STREET
300'N
YIELD
ACCTRF
0
0
EPD
HWY 99
224 ST SW
LOT
3OO'SOUTH OF
BACKNG
ACCTRF
01
0
EPD
HWY 99
224 ST SW
STREET
AT
OVRLIN
ACCTRF
1
0
EPD
HWY 99
224 ST SW
STREET
22500 BLK
DUID+SPEEDS+INATT
ACCTRF
2
0
EPD
HWY 99
224 ST SW
STREET
600' N
TOOCLS+INATT
ACCTRF
2
0
EPD
76 AV W
SR 99
STREET
150 FT N
ACCTRF
0
0
EPD
220 ST SW
HWY 99
STREET
75 FT W
TOOCLS+INATT
ACCTRF
0
O.EPD
HVVY 99
220 ST SW
STREET
SO' SOUTH OF
TOOCLS+INATT
HITRNA
0-
0
EPD
HWY 99
HWY 99
LOT
75 FT E
NONE
ACCTRF
0
0
EPD
HWY 99
216 ST SW
300 FT N
IMPTRN+YIELD
ACCTRF
0
0
EPD
HWY 99
-STREET
224 ST SW
STREET
300 FT N
OTHER
HITRNA
0
0
EPD
HWY 99
230 ST SW
STREET
INTERSECTION
OTHER
JACCTRF
0
0
EPD
HWY 99
76 AV W
STREET
300, SOUTH OF
YIELD+INATT
ACCTRF
1
0
EPD
HWY 99
212 ST SW
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
HWY 99
216 ST SW
STREET
.10 MILES N
YIELD+IMPTRN
ACCTRF
1
0
EPD
HVVY 99
220 ST SW
STREET
250 FT S
YIELD
ACCTRF
0
0
EPD
HVVY 99
224 ST SW
STREET
50 FT N
IMPTRN+INATT
ACCTRF
1
0
EPD
HIWAY 99
21600
LOT
AT
ACCTRF
ol
0
EPD
HVVY 99
216 ST SW
STREET
300 FT N
YIELD+INATT
ACCTRF
1
0
EPD
SR 99
216 ST SW
STREET
443 FEET NORTH
YIELD
ACCTRF
'�CCTRF
2
O.EPD
HWY 99
236 ST SW
STREET
INTERSECTION
NONE+YIELD
1
0
EPD
220 ST SW
HWY 99
ISTREET
50 FT E
DUIA
HITRNA
1
0
f �D
HWY 99
216 ST SW
TS—TREET
1653 FT N
ITOOCLS+OTHER
JACCTRF
I 1
0,
E
Page 35
EGRID
HWY 99
244 ST SW
STREET
AT
TOOCLS
ACCTRF
2
0
EPD
HWY 99
234 ST SW
LOT
1000 FT NE
BACKNG+INATr
ACCTRF
0
0
EPD
23215
SR 99
PRIVPROP
AT
oTHER+INATT
ACCTRF
0
0
EPD
HVVY 99
220 ST SW
STREET
600 FT S
YIELD
ACCTRF
0
0
EPD
HV4Y 99
224 ST SW
STREET
261 FT N
YIELD+IMPTRN
ACCTRF
21
0
EPD
HWY 99
230 ST SW
LOT
.25 MILES S
BACKNG
ACCTRF
6
0
END]
HWY 99
244 ST SW
STREET
200 FT N
YIELD
ACCTRF
0
0
EPD
SR 99
238 ST SW
STREET
200 FT S
BACKNG
ACCTRF
0
0
EPD
HWY 99
230 ST SW
STREET
80 FT N
YIELD+INATT
ACCTRF
0
0
EPD
HWY 99
224 ST SW
STREET
300 FT N
YIELD+OTHER
ACCTRF
01
5
7EPD
HWY 99
232 ST SW
LOT
300 FT E
INATT+BACKNG
HITRNU
0
0
EPD
HWY 99
216 ST SW
STREET
506 FT N
YIELD
ACCTRF
0
0
E—PD
SR99
220 ST SW
LOT
500 FEET NORTH
BACKNG
ACCTRF
0
0
EPD
SR 99
21900
STREET
AT
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
AT
INATT
ACCTRF
1
0
EPD
SR 99
220 ST SW
LOT
200 FT N
HITRNA
ol
0
EPD
SR 99
21900
PRIVPROP
IN LOT AT
HITRNA
0
EPD
SR 99
220 ST SW
STREET
-220 FT N OF
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
21900
-§T—REr=7T—
AT
OTHER
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
1000 FEET N
IMPTRN
HITRNA
0
0
EPD
SR 99
21900
LOT
AT
HITRNU
0
0
EPD
220 ST SW
SR 99
STREET
100 FT E
YIELD
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
800'SOUTH OF
YIELD+INATT
ACCTRF
0
0
EPD
LOT
23805 SR 99
LOT
AT
BACKNG
HITRNU
0
0
EPD
SR 99
224 ST SW-
STREET
12 FT S OF
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
224 ST SW
STREET
85 FEET N OF
NOSGNL+OTHER+NONE
ACCTRF
EPD
SR 99
224 ST
STREET
300'NORTH OF
TOOCLS+INATT
ACCTRF
2
0
EPD
SR 99
224 ST SW
STREET
AND
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
224 ST SW
STREET
18TSOUTH OF
TOOCLS+INATT
ACCTRF
1
0
EPD
SR 99
224 ST SW
STREET
125'SOUTH OF
TOOCLS+INATT
HITRNA
0
0
EPD
LOT
22515 SR 99
LOT
AT
OTHER
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
AT
TOOCLS
ACCTRF
O-EPD
SR 99
220 ST SW
STREET
AT
SPEEDR+LIGHT+OTHE
ACCTRF
3
0
EPD
SR 99
76 AV W
STREET
15 FT S OF
YIELD
HITRNA
EPD
SR 99
76 AV W
STREET
AND
OTHER+INATT+NONE
ACCTRF
EPD
76AVW
SR 99
STREET
20 FT S
ACCTRF
01
0
EPD
SR 99
22400
STREET
AT
TOOCLS
ACCTRF
3
0
EPD
SR 99
224 ST SW
ILOT
500 FT S
JHITRNU
ol
OrEPD
Page 36
EGRID
SR 99
228 ST SW
STREET
25 FEET SOUTH
OC CLS
ACCTRF
0
0
EPD
SR 99
76 AV W
STREET
AT
YIELD
ACCTRF
0
0
EPD
SR 99
22511
PRIVPROP
IN LOT AT
[BACKNG
ACCTRF
0
0
EPD
SR 99
238 ST SW
STREET
AT
OTHER
ACCTRF
2
0
EPD
SR 99
238 ST SW
STREET
AT
LIGHT
ACCTRF
1
0
EPD
SR 9
238 ST SW
STREET
100'SOUTH OF
YIE[-D+INATT
ACCTRF
3
0
EPD
SR 99
236 ST SW
STREET
150' NORTH OF
INATT
HITRNA
1
O'TPD
SR 99
236 ST SW
STREET
100'SOUTH OF
TOOCLS
ACCTRF
0
0
EPD
SR 99
23825
STREET
AT
ACCTRF
1
0
EPD
220 ST SW
SR 99
STREET
356 FEET WEST
YIE[D
ACCTRF
1
0
EPD
SR 99
216 ST SW
STREET
AT
YIEI-D+INATT
ACCTRF
1
0
EPD
SR 99
216 ST SW
STREET
AND
YIELD+INAT-r+IMPTR
ACCTRF
o
0
EPD
SR 99
21600
STREET
AT
HITRNU
0
0
EPD
SR 99
216 ST SW
STREET
500'SOUTH OF
INATT+BACKNG
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
250'SOUTH OF
TOOCLS+INATT
ACCTR
0
0
EPD
SR 99
216 ST SW
STREET
AT
YIELD
ACCTRF
0
EPD
SR 99
216 ST SW
STREET
AT
LTVIOL+INATT
ACCTRF
0
EPD
216 ST SW
SR 99
STREET
AT
IMPPAS
ACCTRF
0
0
EPD
SR 99
SR 99
STREET
200 FEET WEST
BACKNG
ACCTRF
0
0
EPD
216 ST SW
SR 99
STREET
AND
IMPSIG+NONE
ACCTRF
EPD
SR 99
216 ST SW
150' N
DUIA+SPEEDS
ACCTRF
I
1 0
EPD
SR 99
-STREET
216 ST SW
STREET
AT
IMPTRN+INATT
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
AT
YIELD+INATT+NONE
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
700'NORTH OF
TOOCLS+INATT
ACCTRF
1
0
EPD
LOT
22625 SR 99
LOT
AT
INATT
ACCTRF
0
EPD
SR 99
216 ST SW
STREET
AT
YIELD
ACCTRF
0.
0
EPD
22000 ST SW
SR 99
STREET
AT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
150 FT S
TOOCLS
ACCTRF
1
0
EPD
SR 99
220 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
50' N
INATT+BACKNG
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
AT
BACKNG
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
AT
BACKNG+SPEEDR
ACCTRF
1
0
EPD
220 ST SW
SR 99
STREET
AT
INATT+BACKNG+NONE
ACCTRF
0
0
EPD
LOT
21900 SR 99\
LOT
AT
IMPTRN+OTHER+INAT
ACCTRF
0
6
EPD
220 ST SW
SR 99
STREET
7207
NONE
HITRNA
0
0
EPD
220 ST SW
SR 99
STREET
110'N
INATT+NONE
ACCTRF
0
0
EPD
.220 ST SW
SR 99
ISTREET
150'EAS TOF
ITOOCLS+IN ATT
RCCTRF
0
0
PD�
E�
ISR 99
220TH ST
ISTREET
1400 FEET NORTH I
FYIELD
ACCTRF
ol
OIEPD
PD
Page 37
EGRID
SR 99
220 ST SW
STREET
750; S
YIELD+NONE
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
150'EAST
SPEEDR+INATT
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
AT
INATT+BACKNG__
HITRNA
0
O.EPD
220 ST SW
SR 99.
STREET
AT
LIGHT+NONE
ACCTRF
0
0
EPD
LOT
21900 SR 99
LOT
OTHER
HITRNU
01
0
EPID
SR 99
220 ST SW
STREET
AT
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
250 FT W
ACCTRF
0
0
EPID
220 ST SW
SR 99
STREET
250' E
YIELD+IMPTRN+INAT
ACCTRF
1
0
EPD
220 ST SW
SR 99
STREET
150 FT E
YIELD
ACCTRF
2
0
EPID
SR 99
220 ST SW
STREET
AT
LIGHT+INATT
HITRNA
0
OJEPD
220 ST SW
220 ST SW
STREET
S'N
TOOCLS+INATT+NONE
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
300' EAST OF
OTHER
ACCTRF
0
O.EPD
SR 99
220 ST SW
STREET
69'SOUTH
YIELD+LIGHT+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
300'SOUTH OF
TOOCLS+INATT
ACCTRF
2
0
EPD
SR 99
22000
STREET
AT
TOOCLS
A.CCTRF
2
0
EPD
220 ST SW
SR 99
STREET
150' EAST OF
OTHER
ACCTRF
0
EPD
SR 99
220 ST SW
STREET
AT
TOOCLS
'71TRNU
HITRNA
1
0
EPD
SR 99
220 ST SW
LOT
150' NORTH OF
OTHER+INATT
0
0
EPD
EDMONDS WY
SR 99
STREET
AT
SPEEDR
ACCTRF
0
0
EPID
SR 99
76 AV W
STREET
10 FT N
IMPTRN
ACCTRF
2
0
EPID
SR 99
76 AV W
STREET
AT
YIELD+INATT+OTHER
ACCTRF
0
0
EPD
SR 99
76 AV W
STREET
50 FT S OF
INATT+NONE
HITRNA
EPID
SR 99
76 AV W
STREET
120'NORTH OF
IMPPAS+TOC)CLS+INA
ACCTRF
1
0
E PID
SR 99
240 ST SW
STREET
200'N
OVRLIN+INATT+NONE
ACCTRF
0
0
EPID
SR 99
240 ST SW
STREET
450'SOUTH OF
BACKNG+OTHER
ACCTRF
1
0
EPID
LOT
24100 SR 99
LOT
AT
OTHER+INATT
ACCTRF
0
EPID
24400 ST SW
SR 99
STREET
35 FT W
ACCTRF
O.EPD
SR 99
244 ST SW
STREET
30 FT N
TOOCLS
ACCTRF
0
EPD
HWY 99
24400 ST SW
STREET
AT
INATT
ACCTRF
0
0_EPD
SR 99
244 ST SW
STREET
AT
DUIA
ACCTRF
1
0
EPID
SR 99
244 ST SW
STREET
AT
OTHER
ACCTRF
1
0
EPID
HWY 99
LK BALLINGER WY
STREET
AT
YIELD+LIGHT+INATT
ACCTRF
0
0
EPID
SR 99
SR 104
STREET
AT
TOOCLS
ACCTRF
1)
0
EPID
HWY 99
244 ST SW
STREET
30 FT N
NONE+YIELD
ACCTRF
2
-0
EPD
LAKE BALLINGER WY
SR 104
STREET
AT
LIGHT+INATT
ACCTRF
0
0
EPD
SR 99
244 ST SW
STREET
85 FT N
ACCTRF
0
0
EPID
SR 99
22200 BLOCK
STREET JAT
HITRNA
ol
0
EPID
SR 99
22200 BLOCK
STREET
IAT
HITRNA
ol
0
EPID
Page 38
EGRID
SR 99
230 ST SW
STREET
AT
YIELD
ACCTRF
0
EPD
SR 99
244 ST SW
STREET
210 FT N
ACCTRF
0
0
EPD
SR 99
244 ST SW
STREET
250'NORTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
244 ST SW
HWY 99
STREET
500'WEST
INATT+YIELD+NONE
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
600 FT S
HITRNA
0
0
EPD
SR 99
22500
STREET
AT
TOOCLS
ACCTRF
0
EPD
SR 99
228TH ST
STREET
175 FEET SOUTH
YIELD
ACCTRF
0
0
EPD
SR 99
228 ST SW
STREET
AT
OTHER
ACCTRF
1
0
EPD
SR 99
23229 BLK
LOT
AND
OTHER+NONE
HITRNU
EPD
SR 99
21210
STREET
AT
OTHER
Ar-r-TRF
0
0
EPD
SR 99
22200
STREET
AT
NONE
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
60'NORTH OF
INATT+BACKNG
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
AT
LIGHT
ACCTRF
0
0
EPD
SR 99
212 ST SW
360' EAST OF
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
-STREET
212 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
AT
TOOCLS
HITRNA
0
0
EPD
SR 99
212 ST SW
STREET
130'NORTH OF
INATT
ACCTRF
0
0
EPD
SR99
212 ST SW
STREET
214.5'SOUTH OF
SPEEDR+INATT
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
300, w
YIELD
ACCTRF
1
0
EPD
212 ST SW
HWY 99
40'WEST
TOOCLS+INATT
HITRNA
0
0
EPD
HWY 99
-STREET
212 ST SW
STREET
300' NORTH OF
YIELD
ACCTRF
1
0
EPD
HWY 99
212 ST SW
STREET
AT
DEFEQP
ACCTRF
2
0
EPD
HWY 99
212 ST SW
STREET
78. 1' SOUTH OF
YIELD+IMPTRN
ACCTRF
3
0
EPD
212 ST SW
HWY 99
STREET
AT
TOOCLS+INAT-T
ACCTRF
0
0
EP D
212 ST SW
HWY 99
STREET
AT
TOOCLS+INATT
'TCCTRF
ACCTRF
0
0
EPD
HVVY 99
212 ST SW
STREET
225'N
TOOCLS
0
0
EPD
SR 99
212 ST SW
STREET
AT
LIGHT+INATT
ACCTRF
1
0
EPD
HVVY 99
212 ST SW
STREET
100' NORTH OF
U-TURN+NONE
ACCTRF
0
0
EPD
HWY 99
212 ST SW
LOT
100 FT N
NONE+BACKNG
HITRNA
0
0
EPD
212 ST SW
HWY 99
STREET
15'WEST
INATT+TOOCLS+NONE
ACCTRF
0
0913D
212 ST SW
SR 99
STREET
AT
SPEEDR+LIGHT
ACCTRF
0
0
EPD
SR99
212 ST SW
STREET
40 FEET NORTH
OTHER+NONE
HITRNA
0
0
EPD
212 ST SW
SR 99
STREET
35'WEST OF
YIELD+INATT
ACCTRF
0
0
EPD
212 ST SW
SR 99
STREET
AT
YIELD+INATT+NONE
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
.50'NORTH OF
TOOCLS+INATT
HITRNA
4
0
EPD
HWY 99
212 ST SW
STREET
AT
TOOCLS
ACCTRF
1
0
EPD
212 ST SW
HWY 99
STREET
AT
YIELD+INATT
ACCTRF
0
0
EPD
21200
HWY 99
STREET
500'NORTH
I NATT
ACCTRF
0.
0
EPD
Page 39
EGRID
HWY 99
212 ST SW
STREET
15 FT N
Ti 0_OCLS
ACCTRF
1
0
EPD
HWY 99
212 ST SW
STREET
15'NORTH OF
INATT
HITRNA
1
0
EPD
SR 99
212 ST SW
STREET
50 FEET NORTH
TOOCLS
ACCTRF
2
0
EPD
HWY 99
212 ST SW
STREET
400'N
YIELD
ACCTRF
I
EPD
HVVY 99
212 ST SW
STREET
20' N
TOOCLS+NONE
ACCTRF
ol
0
EPD
212 ST SW
212 ST SW
STREET
ISO- N
NONIZ
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
366.3 FT S
OTHER
HITRNA
0
1
EPD
HWY 99
212 ST SW
STREET
20'NORTH OF
YLDPES
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
20' NORTH OF
NONE
ACCTRF
0
0
EPD
212 ST SW
70 AV W
STREET
AT
YIELD+INATT ____ACCTRF
1
0
EPD
SR 99
76 AV W
STREET
AT
YIELD
ACCTRF
0
0
EPD
HWY 99
212 ST SW
STREET
AT
OTHER+TOOCLS+OTHE
ACCTRF
0
0
EPD
212 ST SW
70 AV W
STREET
150'WEST
IAT
INATT+INATT+NONE
ACCTRF
0.
0
EPD
238 ST SW
SR 99 #A
LOT
AT
HITRNU
0
0
9PD
SR 99
21700
STREET
YIELD
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
350 FEET SOUTH
YIELD
ACCTRF
0
0
EPD
SR 99
230 ST SW
STREET
INTERSECTION
YIELD+NONE
ACCTRF
1
0
EPD
SR 99
234 ST SW
STREET
360 FT N OF
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
76 AV W
STREET
AT
TOOCLS+LIGHT+NONE
ACCTRF
0
0
EPD
76 AV W
SR 99
STREET
AT
ACCTRF
0
0
EPD
SR 99
76 AV W
LOT
300 FT E
ACCTRF
0
0
EPD
76AVW
SR 99
STREET
20'S
TOOCLS+NONE+IMPPA
ACCTRF
0
0
EPD
212 ST SW
SR 99
STREET
AT
TOOCLS+INATT
ACCTRF
1
0
EPD
220 ST SW
HWY 99
STREET
AT
IMPTRN+OTHER
ACCTRF
0
0
EPD
SR 99
228 ST SW
STREET
AT
ACCTRF
0
0
EPD
244 ST SW
HVVY 99
AT
TOOCLS
ACCTRF
1
0
EPD
244 ST SW
-STREET
HWY 99
STREET
100, w
OTHER+IMPTRN
HITRNA
0
0
EPD
244 ST SW
HVVY 99
STREET
50'WEST
TOOCLS
ACCTRF
2
0
EPD
244 ST SW
HWY 99
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
HWY 99
LK BALLINGER WY
STREET
120 FT N
TOOCLS+OTHER
ACCTRF
3
0
EPD
244 ST SW
HWY 99
STREET
AT
TOOCLS+TOOCLS
ACCTRF
0
0
EPD
HWY 99
244 ST SW
STREET
AT
OTHER+INATT
HITRNA
0
0
EPD
LAKE BALLINGER WY
HWY 99
STREET
AT
TOOCLS+INATT
ACCTRF
1
0
EPD
LAKE BALLINGER WY
HWY 99
STREET
AT
TOOCLS+INATT
ACCTRF
O_
0
EPD
SR 99
24100
STREET
AT
ACCTRF
0
0
EPD
SR 99
24300
STREET
AT
IMPTRN
ACCTRF
0
0
EPD
EDMONDS WY
LK BALLINER WY
STREET
LEE
LIGHT+OTHER
ACCTRF
0
0
EPD
SR 99
244 ST SW
STREET
1120 FT N
IMPTRN+YIELD+IMPS
ACCTRF
1
0
EPD
Page 40
EGRID
HWY 99
244 ST SW
STREET
AT
OTHER
ACCTRF
2
0
EPD
HWY 99
24300
STREET
AT
SPEEDR+OTHER
ACCTRF
0
0
EPD
SR 99
244 ST SW
STREET
50'NORTH OF
YIELD+OTHER+INATT
ACCTRF
0
0
EPD
228 ST SW
76 AV W
PRIVPROP
50'
SPEEDR+LIGHT
HITRNU
0
6
EPD
SR 104
HVVY 99
STREET
AT
TOOCLS ____ACCTRF
0
0
EPD_
212 ST
70 AV W
STREET
AT
OTHER
ACCTRF
1
0
E-P-D
76 AV W
HWY 99
STREET
25'NORTH OF
TOOCLS+INATT
ACCTRF
0
0
76 AV W
SR 99
STREET
AT
OTF4ER+TOOCLS
ACCTRF
O_
0
IEPD
EPD
HWY 99
76 AV W
STREET
AT
YIEi_D+OTHER
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
AT
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
25'SOUTH
INATT+NONE
ACCTRF
0
0
EPD
76 AV W
SR 99
AT
TOOCLS+INATT+NONE
ACCTRF
1.
0
EPD
76 AV W
-STREET
SR 99
STREET
AT
INATT+TOOCLS+NONE
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
20'S
TOOCLS+NONE
ACCTRF
0.
0
EIRD
76 AV W
HWY 99
STREET
AT
TOOCLS+OTHER
ACCTRF
0
0
EPD
76 AV W
SR 99
STREET
AT
TOOCLS+NONE
ACCTRF
0
0
EPD
HV#JY 99
76 AV W
STREET
AT
YIELD
ACCTRF
2
0
EPD
76 AV W
HWY 99
STREET
10'NORTH OF
INATT+TOOCLS
ACCTRF
0
0
EPD
7600
HWY 99
STREET
AT
[NATT+NONE
ACCTRF
0
0
EPD
SR 99
240 ST SW
STREET
100'SOUTH OF
OTHER
ACCTRF
0
0
EPD
SR 99
240 ST SW
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
SR 99
240 ST SW
AT
BACKNG
ACCTRF
0
0
EPD
SR 99
-STREET
240 ST SW
STREET
100 FEET SOUTH
TOOCLS
ACCTRF
1
0
EPD
238 ST SW
HWY 99
STREET
60' EAST OF
TOOCLS+INATT
ACCTRF
0
0
EPD
238 ST SW
HVVY 99
LOT
40 FT E
INATT+BACKNG
HITRNU
0
0
EPD
216 ST SW
72 AV W
STREET
AT
BACKNG
ACCTRF
0
0
EPD
SR99
216 ST SW
STREET
AND
YIELD+NOSTOP+INAT
ACCTRF
EPD
SR 99
216 ST SW
STREET
150 FEET NORTH
TOOCLS
ACCTRF+HITRNA
1
0
EPD
216 ST SW
SR 99
STREET
AT
TOOCLS
ACCTRF
0
0
EPD
SR99
216 ST SW
STREET
300' NORTH OF
TOOCLS+INATT
ACCTRF
1
0
EPD
216 ST SW
SR 99
STREET
AT
ACCTRF
1
0
EPD
220 ST SW
SR99
DRIVEWAY
400FEET WEST
YIELD
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
10 FEET
INATT+NONE
HITRNA
0
0
EPD
84AVW
240 SW
STREET
AT
YIELD
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
200 FT N
ACCTRF
0
0
EPD
76 AV W
HWY 99
STREET
150 FT E
IMPPAS+OTHER
HITRNA
0
0
EPD
76AVW
HWY 99
ISTREET
100 FT S
BACKNG
ACCTRF
0
0
EPD
76 AV W
I HWY 99
ISTREET
200'SOUTH OF
YIELD+INATT __tACCTRF
0
0
EPD
Page 41
EGRID
220 ST SW
HWY 99
STREET
650'NORTH
YIEL-D+INATT
ACCTRF
O_
0
EPD
SR 99
238 ST SW
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
AT
ACCTRF
0
0
EPD
76 AV W
224 ST SW
STREET
AT
NOSTOP
ACCTRF
1
0
EPD
SR 99
240 ST SW
STREET
30 FT S
NOSTOP
ACCTRF
2
0
EPD
SR 104
SR 99
STREET
25 FEET FAST
TOOCLS
ACCTRF
0
0
EPD
LK BALLINGER WY
8200
STREET
AT
IMPTRN
ACCTRF
0
0
EPD
SR104 LOOP RD
HWY 99
STREET
INTERSECTION
TOOCLS+NONE
ACCTRF
1
0
EPD
SR 99
244 97 SW
STREET
AT
TOOCLS
ACCTRF
0
0"EPD
244 ST SW
SR 99
STREET
AT
TOOCLS
ACCTRF
Epn
LAKE BALLINGER WY
HWY 99
STREET
15 FT E
TOOCLS
ACCTRF
1
0
EPD
SR 104
SR 99
STREET
20 FEET FAST
OTHER
ACCTRF
0
0
EPD
SR 99
224 STSW
STREET
400 FT N
dTOOCLS
OTHER
ACCTRF
0
EPD
220 ST SW
HWY 99
STREET
150 FT E
YIELD+INATT
ACCTRF
0
0
EPD
SR 99
216 ST SW
STREET
150 FT S
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
20' NORTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
212 ST SW
SR 99
STREET
10'WEST
IMPTRN+INATT
ACCTRF
0
0
EPD
238 ST SW
HWY 59
STREET
AT
TOOCLS+SPEEDR
ACCTRF
I
-6EPD
HWY 99
238 ST SW
STREET
220'NORTH OF
I NATT+TOOCLS
ACCTRF
1
0
EPD
HWY 99
238 ST SW
STREET
so's
TOOCLS
ACCTRF
01
0
EPD
HVVY 99
238 ST SW
STREET
500'WEST OF
BACKNG+INATT
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
200'S
INATT
HITRNU
0
0
EPD
238 ST SW
HVVY 99
LOT
309 WEST OF
INATT
ACCTRF
0
0
EPD
LOT
23800 HWY 99
LOT
AT
INATT+BACKNG
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
210'SOUTH OF
IMPTRN+YIELD
HITRNA
0
0
EPD
HWY 99
238 ST SW
STREET
AT
TOOCLS+INATT
HITRNA
1
0
EPD
LOT
23800 HWY 99
LOT
AT
OTHER
HITRNU
0
0
EPD
238 ST SW
HWY 99
STREET
236'WEST OF
YIELD+INATT
ACCTRF
0
EPD
238 ST SW
HWY 99
STREET
39.8'WEST OF
SPEEDR
ACCTRF
-0
1
0
EPD
HWY 99
238 ST SW
STREET
300' N
INATT+BACKNG
ACCTRF
0
0
EPD
HWY 99
238 ST SW
LOT
60'NORTH OF
INATT+OTHER
ACCTRF
0
0
EPD
238 ST SW
HVVY 99
STREET
AT
YIELD+INATT
ACCTRF
0
0
EPD
238 ST SW
HVVY 99
250'WEST OF
NOSTOP+INATT
ACCTRF
0
0
EPD
SR 99
-STREET
238 ST SW
STREET
AT
TOOCLS+INATT
ACCTRF
0
0
EPD
HWY 99
23800
STREET
AT
IMPTRN+INATT
ACCTRF
0
0
EPD
HVVY 99
238 ST SW
1238
STREET
200'NORTH
TOOCLS+INATT
ACCTRF
I
0,EPD
HWY 99
ST SW
STREET
23800 BLOCK
OTHER
ACCTRF
01EPP
Page 42
EGRID
HVVY 99
238 ST SW
LOT
350'WEST OF
BACKNG+INATT
ACCTRF
0
0
EPD
SR 99
238 ST SW
STREET
INTERSECTION
TOOCLS
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
AT
! I
TOOCLS+INATT
ACCTRF
0
0
EPD
HWY 99
238 ST
STREET
200 FT S
T OOCLS+INATT
ACCTRF
1
0
EPD
HWY 99
238 ST SW
STREET
100'SOUTH OF
YIELD
ACCTRF
0
0
EPD
HWY 99
238 ST SW
LOT
250'SOUTH OF
YIELD+INATT
ACCTRF
0
0
EPD
238 ST SW
HWY 99
STREET
AT
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
S'NORTH OF
BACKNG+YIELD
AFF-TRF
0
0
EPD
HWY 99
238 ST SW
LOT
250'SOUTH OF
YIELD+INATT
ACCTRF
0-
0
EPD
HWY 99
238 ST SW
STREET
AT
YIELD
ACCTRF
21
0
EPD
HWY 99
238 ST SW
STREET
INTERSECTION
YLDPES+INATT
ACCTRF
1
0
EPD
HWY 99
238 ST SW
STREET
300 FT N
YIELD
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
15'SOUTH OF
OTHER
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
AT
LIGHT+INATT
ACCTRF
0
0
EPD
238 ST SW
HWY 99
STREET
75, EAST
BACKNG+NONE
ACCTRF
0
0
EPD
238 ST SW
SR 99
STREET
AT
TOOCLS
ACCTRF
21
0
EPD
HWY99
238 ST SW
STREET
150'NORTH OF
YIELD+INATT
ACCTRF
1
0
EPD
238 ST SW
HWY99
STREET
300 1 W
NONE
ACCTRF
0
0
EPD
HWY99
238 ST SW
STREET
700'NORTH OF
INATT
HITRNU
0
0
EPD
238 ST SW
HWY99
STREET
1100 N
ACCTRF
0
0
EPD
HWY 99
238 ST SW
STREET
AT
LIGHT
ACCTRF
2
0
EPD
HWY99
230 ST SW
STREET
100 FT N
OTHER+INATT
ACCTRF
0
0
EPD
HWY 99
244 ST SW
STREET
10 FT N
TOOCLS
ACCTRF
0
0
EPD
SR99
244 ST SW
STREET
252 FEET NORTH
YIELD
ACCTRF
0
0
EPD
LAKE BALLENGER WAY
SR 99
STREET
30 FEET EAST
TOOCLS
ACCTRF
2
0.
EPD
HWY 99
212 ST SW
STREET
.10 MILES N
YIELD+OTHER
ACCTRF
2
0
EPD
HWY99
212 ST SW
STREET
467 FT N
TOOCLS+INATT
ACCTRF
2
0
EPD
HWY99
212 ST SW
STREET
300 FT N
YIELD
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
300'NORTH OF
YIELD+INATT
ACCTRF
0
0
EPD
HWY99
212 ST SW
STREET
NONINTERSECTION
YIELD+INATT
ACCTRF
2
0
EPD
SR 99
212 ST SW
STREET
80 FT N OF
NONE
ACCTRF
1
EPD
LOT
22511 SR 99
LOT
AT
INATT+BACKNG
ACCTRF
0
0
EPD
239 ST SW
SR 99
LOT
50 FT E
INATT+BACKNG
HITRNU
0
0
EPD
SR 99
240 ST SW
STREET
AT
OTHER
ACCTRF
0
0
EPD
SR99
76 AV W
STREET
AND
TOOCLS+INATT+NONE
ACCTRF
EPD
SR 99
212 ST SW
STREET
AT
ACCTRF
0
0
EPD
HWY99
212 ST SW
LOT
50 FT N
HITRNU
0
OJEPD
212 ST SW
70AVW
STREET
30 FT E
YIELD+IMPTRN
ACCTRF
I
-0-FEP-D
Page 43
EGRID
SR 99
21100
LOT
AT
I TT
ACCTRF
0
0
EPD
HWY 99
212 ST SW
LOT
75 FT N
INATT
ACCTRF
0
0
EPD
SR 99
212 ST SW
LOT
60 FT N OF
ENA
INATT+OTHER+NONE
IA�ZTRF
ACCTRF
EPD
SR99
212 ST SW
AT
OTHER
OTH
ACCTRF
0
O.EPD
220 ST SW
-STREET
76 AV W
STREET
200'W
NONE+INATT
1
0
EPD
224 ST SW
76 AV W
STREET
AT
NOSTOP+INATT
ACCTRF
0
0
EPD
76 AV W
224 ST SW
STREET
AT
INATT
ACCTRF
1
0
EPD
HWY 99
240 ST SW
STREET
20 FT
TOOCLS+INATT
ACCTRF
2
0
EPD
SR 99
212 ST
LOT
75 FT N
DEFEQP
ACCTRF
0.
0
EPD
212 ST SW
HWY 99
LOT
100'NORTH
TOOCLS+NONE
ACCTRF
1
0
EPD
EDMONDS WAY
240 ST SW
STREET
150'SOUTH OF
YIELD+INATT
ACCTRF
0
0
EPD
SR 104
HWY 99
STREET
383.6 FEET
OTHER+NONE
A�ZTRF
1
0
EPD
EDMONDS WY
240 ST SW
STREET
WEAST
NONE
ACCTRF
0
0
EPD
EDMONDS WY
240 ST SW
STREET
AT
NONE
ACCTRF
0
0
EPD
EDMONDS WY
246-ST SW
STREET
375'E
YIELD
ACCTRF
01
0
EPD
HWY 99
22201
STREET
AT
YIELD
ACCTRF
1
0
EPD
SR 99
23400
STREET
AT
ACCTRF
0
0
EPD
HWY 99
220 ST SW
STREET
350 FT S
YIELD+INATT
ACCTRF
2
0
EPD
HWY 99
224 ST SW
STREET
450'N
YIELD
ACCTRF
0
0
EPD
HWY99
224 ST SW
STREET
300 FT N
YIELD+INATT
ACCTRF
1
0
EPD
SR99
22130
STREET
AT
YIELD
ACCTRF
0
0
-EPD
SR 99
224 ST SW
STREET
50 FT S
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
30 FT S OF—
OTHER+DUIA+SPEEDR
HITRNA
3
EPD
224 ST SW
SR 99
STREET
INTERSECTION
NONE+LIGHT
HITRNA
1
0
EPD
SR 99
224 ST SW
STREET
AT
YIELD+LIGHT
ACCTRF
0
0
EPD
SR99
224 ST SW
STREET
100' NORTH OF
OTHER+INATT
ACCTRF
0
0
EPD
SR 99
224 ST SW
LOT
300'SOUTH OF
67THER
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
AND
TOOCLS+INATT+NONE
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
180'S
TOOCLS+INATT
ACCTRF
3
0
EPD
224 ST SW
SR 99
STREET
102' N
SPEEDS+TOOCLS+INA
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
150' NORTH OF
NONE+OTHER
ACCTRF
0
0
EPD
SR 99
22400 ST SW
STREET
480 FT N
TOOCLS
ACCTRF
0
0
EPD
22400 ST SW
SR 99
STREET
35 FEET SOUTH
TOOCLS
ACCTRF
1
0
EPD
SR 99
224 ST SW
STREET
AT
INATT+LIGHT
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
400' NORTH OF
INATT+BACKNG
HITRNU
0
O.EPD
SR 99
224 ST SW
STREET
300'SOUTH OF
SPEEDR+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
300 FT S
TOOCLS
IINATT+LIGHT
ACCTRF
40
EPD
SR 104
244 ST SW
STREET
AT
ACCTRF
0
0
EPD
Page 44
� EGRID
EDMONDS WY
HWY 99
STREET
100' EAST OF
OVRLIN
HITRNA
0
0
EPD
EDMONDS WY
2426-0
STREET
AT
YIELD+NOSTOP
ACCTRF
1
0
EPD
SR 99
224 ST SW
STREET
AND
YIELD+OTHER+INATT
ACCTRF
EPD
220 ST SW
SR 99
STREET
300' EAST OF
TOOCLS
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
1070' NORTH OF
SPEEDR
ACCTRF
0.
0
EPD
SR 99
220 ST SW
STREET
250'NORTH OF
YIELD+INATT
ACCTRF
I
2
0
EPD
SR 99
224 ST SW
STREET
110 FT N OF
INTTT+TOOCLS+NONE
A CCTRF
EPD
SR 99
220 ST SW
STREET
35'SOUTH OF
TOOCLS+OTHER+INAT
ACCTRF
I
EPD
SR 99
220 ST SW
STREET
AT
TOOCLS
ACCTRF
0
EPD
SR 99
220 ST SW
STREET
54 FEET NORTH
TOOCLS
ACCTRF
0
0
EPD
220 ST SW
76 AV W
STREET
405.02 FT E OF
TOOCLS
ACCTRF
0
EPD
SR 99
21900
STREET
80 FEET N
TOOCLS
ACCTRF
0
0
EPD
SR 99
212 ST SW
STREET
10'N
INATT+IMPTRN
ACCTRF
0
0
EPD
220 ST SW
SR 99
STREET
300'WEST OF
YIELD+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
ISTREET
80' NORTH OF
TOOCLS+INATT
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
AT
YIELD
ACCTRF
0.
0
EPD
220 ST SW
7300
STREET
AT
YIELD
ACCTRF
01
0
EPD
SR 99
23916
STREET
AT
OTHER
ACCTRF
0
0
EPD
HIWAY 99
23916
STREET
AT
OTHER
ACCTRF
0
0
EPD
244 ST SW
EDMONDS WY
STREET
AT
INATT
ACCTRF
0
0
EPD
SR 99
234 ST SW
STREET
220 FT S OF
INATT+TOOCLS+NONE
ACCTRF
EPD
SR 99
212 ST SW
STREET
300 FT S OF
YIELD+INATT+NONE
ACCTRF
EPD
HWY 99
220 ST SW
STREET
400'SOUTH OF
YIELD+OTHER
ACCTRF
0
0
EPD
SR 99
21420
STREET
AT
ACCTRF
1
0
EPD
STREET
72 AV W
STREET
200 FEET EAST
OTHER
HITRNA
0
0
EPD
LOT
23229 HWY 99
LOT
AT
BACKNG+INATT—
HITRNU
0
0
EPD
HVv`Y 99
76 AV W
STREET
300 FT S
INATT+IMPTRN
ACCTRF
0
0
EPD
HWY 99
236 ST SW
STREET
AT
YIELD
ACCTRF
0
0
EPD
76 AV W
215 ST SW
STREET
AT
ACCTRF
2
0
EPD
HWY 99
216 ST SW
STREET
400 FT N
YIELD+INATT
ACCTRF
0
0
EPD
216 ST SW
72AVW
STREET
INTERSECTION
YIELD+NONE
ACCTRF
1
0
EPD
SR 99
22800 ST
STREET
AT
OTHER
ACCTRF
0
0
EPD
HWY 99
228 ST SW
STREET
250 FT N
YIELD+INATT
ACCTRF
0
0
EPD
SR 99
224 ST SW
STREET
162'SOUTH OF
YIELD
ACCTRF
3
0
EPD
SR 99
224 ST SW
STREET
150 FT N
ACCTRF
0
0
EPD
SR 99
22200
STREET
AT
YIELD
ACCTRF
2
0
EPD
HWY 99
224 ST SW
STREET
ISTREET
300'SOUTH OF
YIELD+INATT
ACCTRF
21
0
EPD
HVVY 99
224 ST SW
100 FT S
IYIELD+INATT
JHITRNA
01
--OrEp�D
j
Page 45
EGRID
HWY 99
224 ST SW
STREET
INTERSECTION
NONE+INATT
ACCTRF
1
0
EPD
HWY 99
224 ST SW
STREET
319.2 FT S
NONE
ACCTRF
1
—0
EPID
HWY 99
224 ST SW
STREET
675' N
IINATT+IMPTRN
NONE
ACCTRF
1
0
EPD
SR 99
224 ST SW
STREET
50 FT S
ACCTRF
0
0EPD
224 ST SW
HWY 99
STREET
175'W
ACCTRF
0
0
EPID
SR99
224 ST SW
STREET
200'N OF
ACCTRF
0
0
EPID
76 AV W
228 ST SW
STREET
22700 BLOCK
IMPPAS
ACCTRF
0
OEM
SR 99
76 AV W
STREET
AT
ACCTRF
2
0
EPD
SR 99
76 AV W
STREET
AT
YIELD
ACCTRF
0
—0
EPID
HWY 99
236 ST SW
STREET
INTERSECTION
YIEI-D+OTHER
ACCTRF
01
0
EPD
LOT
21900 SR 99
LOT
AT
BACKNG+INATT
ACCTRF
0
0
EPID
LOT
21900 SR 99
LOT
AT
OTHER
ACCTRF
1
0
EPID
SR 99
220 ST SW
STREET
225'SOUTH OF
TOOCLS+INATT
ACCTRF
2
0
EPID
SR 99
220 ST SW
STREET
325'SOUTH OF
YIELD+INATT
ACCTRF
0
0
EPD
HVVY 99
220 ST SW
STREET
AT
BACKNG
ACCTRF
0
0
EPID
SR 99
220 ST SW
STREET
AT
ACCTRF
ol
0
EPID
LOT
22100 HWY 99
LOT
AT
BACKNG+INATT
ACCTRF
0
EPID
HWY 99
220 ST SW
STREET
300 FT N
YIELD+NONE+SPEEDR
HITRNA
0
0
EPID
220 ST SW
SR 99
STREET
50'WEST OF
INATT+BACKNG
ACCTRF
1
0
EPD
HVVY 99
220 ST SW
STREET
100 FT SOUTH
TOOCLS+INATT+NONE
ACCTRF
0
0
EPD
SR 99
220 ST SW
STREET
600'SOUTH
INATT+YIELD+NONE
ACCTRF
1
0
EPID
HWY 99
220 ST SW
STREET
150S
YIELD+INATT+NONE
ACCTRF
0
0"EPD
SR 99
220 ST SW
LOT
500'NORTH OF
BACKNG
ACCTRF
0
0
EPID
SR 99
22000
STREET
AT
TOOCLS;
ACCTRF
1
0
EPD
SR 99
220 ST SW
STREET
20 FT S OF
TOOCLS+NONE
ACCTRF
EPID
SR 99
224 ST SW
STREET
AT
DEFEQP+OTHER+INAT
ACCTRF
3
0
EPD
HVVY 99
230 ST SW
STREET
65'NE OF
YIELD+OTHER
ACCTRF
ol
0
EPID
HWY 99
23000
STREET
AT
YIELD+OTHER
ACCTRF
0
0
EPD
HWY 99
230 ST SW
STREET
AT
YIELD
ACCTRF
0
0
EPID
HWY 99
230 ST SW
STREET
AT
IMPPAS
ACCTRF
3
0
EPID
HWY 99
238 ST SW
LOT
100 FT S
INATT+BACKNG
ACCTRF
0
0
EPD
SR 99
230 ST SW
STREET
AT
TOOCLS
ACCTRF
2
0
. EPID
LOT
22927 SR 99
LOT
�AT
INATT JHITRNU
IYIELD+INATT
0
0
EPID
HV%fY 99 1234
ST SW ISTREET
1 25 FT
JACCTRF
21
—OrE—PD
Page 46
ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES
5808 LAKE WASHINGTON BLVD. NE, SUITE 200
KIRKLAND, WASHINGTON 98033-7350
T 425. 822 . 8880 F. 425. 889 . 8809
wwmparametrir-com
S M 1 11- Y F C0 It M
To: Bryan Parks Date: February 23, 2004
Project Number: 554-4532-002
Project Name: Ballinger Court Senior
Apartments
We are transmitting the following materials:
2 Copies - Trip Generation Methodology technical memorandum
Comments:
Dear Mr. Parks,
As you have requested, we are providing you with a copy of the Trip Generation Methodology technical
memorandum for the City of Edmonds. Additionally, we have included a copy of the report for your files.
Please feel free to contact me if you have any questions or concerns.
Thank you,
Pamela Arora
These are: 0 PER YOUR REQUEST Sent Via: [I U.S. MAIL
El FOR YOUR INFORMATION [I GROUND SERVICE
0 FOR YOUR REVIEW AND APPROVAL 0 EXPRESS OVERNIGHT
0 FOR YOUR FILES El COURIER
D FOR YOUR ACTION 0 HAND DELIVERY/PICK UP
in erely, cc:
Pamela Arora
(Rev. 01/03)
ENGINEERING. PLANNING . ENVIRONMENTAL -_qMPNr1
5808 LAUWASHINGTON BLVD. NE, SUITE 200
KIRKLAND, WASHINGTON 98033-7350
T 425.822.8880 E 425 .889 . 8808
www.parametrix.com
February 23, 2004
Project Number 554-4532-002 (01/01)
Darrell Smith
City of Edmonds, Department of Public Works
7110 210th Street SW
Edmonds, WA 98020
Dear Mr. Smith:
We are writing to obtain your approval to use an alternative to the ITE Trip Generation Manual (7tb Edition) to
estimate the trip generation for the Ballinger Court Senior Housing Center. Along with this letter, I have attached
both the Trip Generation at Affordable Housing Sites in King County Technical Memorandum (Parametrix,
2000), and Assisted Elderly Care Living Facility Traffic Analysis and Report (Reanier, 1997), which provide a
detailed discussion of the proposed methodology and justification for using these rates. In addition, we would
like to obtain your approval to provide 1 parking space per dwelling unit for the Ballinger Court Senior Housing
Center. I have attached a copy of the Parking Demand Analysis (SHAG) and Parking Variance Support for
Alderwood Court Senior HousinglTownhomes Analysis (Parametrix, 2002). Both of these documents provide a
detailed discussion of parking supply and demand data collected for affordable senior housing throughout
Washington State and in Portland, Oregon.
Comparison of Trip Generation Rates
The ITE Trip Generation Manual provides trip generation rates for "Senior Adult Housing Attached," "Senior
Adult Housing Detached," ','Congregate Care Facility," and "Assisted Living (Retirement Community)."
Although these are the most similar land uses to Affordable Senior Housing, there are differences in
characteristics between these land uses and Affordable Senior Housing. The primary difference is that the ITE
Trip Generation Manual does not restrict any of its land use definitions to "low-income" or "affordable" senior
housing. The following is a description of each of these land uses described in the ITE Trip Generation Manual:
Senior Adult Housing Attached may contain apartment like residential units and include limited social or
recreational service. Typically they lack centralized dining or medical facilities. Residents live
independently and may or may not be retired.
Senior Adult Housing Detached consists of detached independent living developments, including
retirement communities, age -restricted housing and active adult communities. The percentage of retired
residents varies by development. This facility may include amenities such as golf courses, swimming
pools, 24-hour security, transportation, and common recreational facilities.
Congregate Care Facility is an independent living development that provides centralized amenities such
as dining, housekeeping, transportation and organized social/recreational activities. The residents may
contract additional medical services for personal assistance.
Assisted Living (Retirement Communities) is a residential setting that provides either routing general
protective oversight or assistance with activities necessary for independent living to mentally or
physically limited persons. They commonly have separate living quarters for residents, and services
include dinning, housekeeping, social and physical activities, medical administration, and transportation.
Alzheimer's and ALS care are commonly offered by these facilities. Assisted livin commonly bridges
9 1
the gap between independent living and nursing, homes. Staff may be available at an assisted care facility
24 hours a day.
Affordable Senior Housing is distinguished from all four of the senior housing types in the ITE Generation
Manual in that there is an income as well as an age restriction on all units. The proposed Ballinger Court Senior
Apartments will provide modest centralized amenities similar to a Congregate Care Facility; however, residences
at the Affordable Senior Center will not have centralized dining or transportation available. In addition, residents
of the Affordable Senior Center will be at or below 60% of the area median gross income (AMGI) level in
Snohomish County with 30% of its residents below the 50% threshold. As a result, many of the residents will not
own or operate private vehicles. In addition, this particular project is strategically located near bus transit,
shopping facilities, and hospital/medical clinics to minimize the need for personal vehicles. (Direct transit service
is available, at most 0. 1 miles from the site, serving major destinations including Aurora Village, Stevens Medical
Clinic, Downtown Seattle, and Edmonds Community College).
Along with the differences in land use characteristics, the Trip Generation at Affordable Housing Sites in King
County specifically surveyed trip generation for four similar affordable senior housing centers in King County,
.whereas the rates in the ITE Trip Generation Manual were based on a range of characteristics including resident
income (varying income levels) and geographic areas (e.g., data for ITE's Senior Adult Housing Attached was
surveyed in 1980 and 1990s in California, Illinois, Pennsylvania, and Canada.)
The following table shows the difference in the trip generation rates for each of the proposed land uses and
compares them to the trip generation rates proposed in the Trip Generation at Affordable Housing Sites in King
County Technical Memorandum (Parametrix, 2000).
Comparison of Trip Generation Rates
ITE Trip Generation Rates
Affordable Senior Adult Senior Adult
Senior Housing - Housing — Assisted Congregate Low -Rise Mid -Rise
Housing Attached Detached' Llving3 Care Facility' Apartment' Apartment2
PM Peak Hour
0.217
0.11
0.26
0.29
0.17
0.58
0.39
AM Peak Hour
0.069
0.08
0.2
0.18
0.06
0.46
0.3
Average Weekday
2.95
3.48
3.71
2.81
2.02
6.59
NA
Sources: Trip Generation at Affordable Housing Sites in King County (Parametrix, 2000), and ITE Trip Generation, 7th Edition
Vehicles trips per occupied dwelling units
Vehicles trips per dwelling units
3 Vehicles trips per occupied beds
The PM peak hour rate for Affordable Senior Housing (0.217 trips per occupied units) is slightly lower than the
ITE rates for Senior Adult Housing Detached and Assisted Living, and significantly less than the rates for Low -
Rise and Mid -Rise apartments. The higher rate for Assisted Living can be explained because assisted
communities surveyed by ITE included some facilities that had 24-hour on -site medical care. The rates reported
for Senior Adult Housing Detached contains a wide variety of studies ranging from communities with very active,
working residents to communities with older, retired residents. Additionally, Ballinger Court will be an attached
housing facility. For these reasons, the rates provided in the ITE Trip Generation Manual do not accurately
represent Affordable Senior Housing.
The PM peak hour rates for Senior Adult Housing Attached and Congregate Care Facility uses' were lower than
the rates derived for Affordable Senior Housing. Similar to Affordable Senior Housing, it is uncommon for
residents to own cars at both these facilities. However, both Senior Adult Housing Attached and Congregate Care
tend to have significantly more amenities such as broad based social and recreational areas. This lowers the trip
generation rate in comparison to Affordable Senior Housing.
Trips Distribution at Ballinger Court
In 1997, a study was conducted and submitted to the City of Edmonds to ascertain the predominant trips that
would enter and exit a proposed Affordable Senior Housing- (which was never developed), and to detern-iine
which peak hour would provide the greatest number of trips. In this study, a survey of trip purposes was
conducted over two 24-hour periods at Katherine Court Lowell Senior Center, in Everett Washington. This
Senior Center was chosen because it had similar demographic and geographic benefits as the proposed Affordable
Senior Housing project. The results of the study were documented in Assisted Elderly Care Living Facility
Traffic Analysis and Report. Approximately 65% of the trips made to Katherine Court Lowell Senior Center were
staff trips made to the facility. Vehicle trips generated due to delivery and business trips accounted for an
additional 6% of the trips. The remaining 29% ofthe trips made to the site were related to patient transport and
visitors.
Since the Assisted Elderly Care Living Facility Traffic Analysis and Report was written, Katherine Court Lowell
Senior Center has reduced its staff size by 40%. This has resulted in approximately 2 to 3 staff members either
entering or leaving the facility during the PM peak hour. Staffing at the proposed Ballinger Court Senior Housing
Center will not exceed 2-3 staff members at any one time, which also explains why affordable independent
housing would generate far fewer PM peak hour trips (assocated with shift changes, etc.) than the other land uses.
The study also found that most staff arrived at the Senior Center before 6:00 AM, which is before the local AM
peak hour on adjacent streets, and left the facility around 3:00 PM, which is 2 hours before the local PM peak on
adjacent streets.
Both the Trip Generation at Affordable Senior Housing Sites in King County Report, and Assisted Elderly Care
Living Facility Traffic Analysis and Report found that the PM peak hour occurred before 5:00 PM. In both
studies, there was an overall pattern of volumes increasing after the AM peak commute period, with peaking
occurring around the noon -hour. However, both studies recommended using the PM peak hour trip generation
rate since background street volumes are much greater at this time than during midday
Proposed Project Trip Generation
Using the trip generation rate reported in Trip Generation at Affordable Senior Housing Sites in King County
(2.95 daily, and 0.217 PM peak hour trips/occupied unit), the project would generate 277 daily trips and 20 PM
peak hod r trips
According to Assisted Elderly Care Living Facility Traffic Analysis and Report, half the trips were destined
inbound and half the trips were destined outbound during the PM peak hour. The same inbound and outbound
splits were used to estimate the trips for the Ballinger Court Senior Housing Center.
The proposed daily and PM peak hour trip generation estimates for the Ballinger Court Senior Housing Center are
summarized in the following table.
Proposed Project Trip Generation
Number
of Total PM Peak Hour
Land Use Dwelling Total Daily Trips Trips 1
Units
PM Peak Hour Trips 2
In Out
Senior Apartments 94 277 20 10 10
. Trip generation rates used were based on the Trip Generation at Affordable Senior Housing Sites in King County, (Parametrix, 2000).
2 The number of inbound/outbound trips expected during the PM peak hour was estimated based on informatio n provided in the Assisted Elderly Care
Living Facility Traffic Analysis and Report (Reanier, 1997).
On -Site Parking Supply
We are also requesting your approval to use a I parking space per unit ratio for the Ballinger Court Senior
Housing Center. This is a conservatively high ratio that is based on empirical data collected from Senior Housing
Assistance Group (SHAG), a nonprofit corporation in Washington State, and a study conducted for the
Alderwood Court Senior Housing/Townhouse development, in the City of Lynwood.
SHAG has surveyed and documented parking demand for 21 affordable Senior retirement communities around
Washington State. Accordingly, they reported that a parking ratio of 0.50 parking spaces per unit or greater
resulted in underutilized parking spaces, and facilities that had less than 0.50 parking spaces per unit had adequate
but generally fully utilized parking spaces (Parking Demand Analysis, (SHAG)).
Parking supply and demand at affordable senior centers around the Puget Sound area, and Portland, Oregon were
surveyed for the Alderwood Court Senior Housing/Townhouse development. The ten sites identified as having
"adequate but fully utilized" parking provided an average of 0.29 spaces per unit. In contrast, seven sites with
excess on -site parking provided an average of 0.54 spaces per unit (Parking Variance Support for Aldenvood
Court Senior HousinglTownhomes (Parametrix, 2001)).
In addition, as mentioned in the definition of Affordable Senior Housing, fewer parking spaces per unit are
justified since most of the residents will not own an automobile, and will have access to various amenities using
public transportation.
Before proceeding with the traffic analysis, we would like to obtain your approval on the trip generation rates and
the assumptions that we used to estimate the number of inbound and outbound trips for this site. We would also
like to obtain your approval on the methodology we have proposed for determining the number of parking spaces
per unit. Should you have any questions or comments regarding the assumptions or results provided in this letter,
please feel free to contact me at (425) 822-8880. Thank you in advance for your review. If necessary, we would
be happy.to meet with you to discuss our methodology in more detail. We look forward to hearing from you in
the next week and will be contacting you if we have not yet heard from you.
Sincerely,
Parametrix
elm-jic t
Transportation Engineer
cc: Bryan Parks, Pacific Northern Construction Company, Inc.
il
A'Nfix,, Inc. Consultants in Engineering and Environmental Sciences
shington Blvd. NE, Klrkland, WA 98033-7350
80 , Fax: 425-889-8808 # www,parametix.com
Date:
To:
From:
Subject:
cc:
Project Number:
Project Name:
TECHNICAL MEMORANDUM.
August 16, 2000
Bryan Park
Steve Elmer
Trip Generation at Affordable Senior Housing Sites in King County
Mike Horn
554-3951-001 (01)
Lakewood Meadows Apartments
This memorandum describes the senior housing trip generation survey process and results. The purpose
of this study was to determine specific trip generation rates for affordable senior apartment housing. As
we haye discussed, the Institute for Transportation Engineers' gTE) Trip Gener �on. 6h Edi&n. does not
include,. trip generation rates for land uses that are directly comparable to affordable senior apartment
housing. The similar land use categories described in Trip Generation include "Elderly Housing -
Attached," "Elderly Housing -Detached," "Congregate Care Facility," and "Refirement Community." The
trip generatioh rates for these land uses are not directly comparable to senior apartment housing. The
sites surveyed by ITE either included medical, dining and/or retail facilities, or the housing was not
exclusive to senior citizens. ITE Trip generation rates for these land uses are compared to the results of
th�s trip generat�ion survey for affordable senior apartment housing.
Twenty-four hoi3x tube counts were taken at the driveways of four affordable senior housing
developments on Wednesday, August 2na and Thursday, August 3rd. . These sites included the
Meeker/Park Court apartments and Green River Court apartments in Kent, the Meridian/W�lamette Court
apartnents in Federal Way, and the Auburn Court apartments in Auburn. The sites are located in
suburban cities with comparable population and density characteristics. The 24-hour tube counts allowed
us to ascertain average trip rates for the a.m. peak, p.m. peak, and daily periods, and to determine the peak
trip generation period for affordable senior apartments.
Trip Generation Survey Results
Our study.focused on the traditional commute p.m. peak, hour, as this was expected to be the most
congested period of the day and therefore most vulnerable to impacts from project -related traffic. The
.volume of project trips added to the background traffic volumes at this time represents a "worst -case"
scenario. In additon-, a.m. peak houfand daily trip generation rates were derived from the 24-hour
driveway counts and provided for comparison.
pro]
F-Irl
70
�-111
50
d) 40
W
3C
2(
V
I'*
N
Chart A: Affordable Senior Housing Trip Generation
Adjusted for Occupied Units.
14
'. Q-4
6-7 am 7-8 am 8-9 am 9-10 am 10-11 am 11 -12 am 12-1 pm 1-2 prn Z-3 PM J-14 P111 -f-;J PIfI - F
1-0—Auburn —W—MeridianANillarnette . G—Meeker - Green River
1-4
g n
,,g— usin urveYed
CI trip generation rates for the senior apartment ho 9 sites s
10 B shows the calculated daily
average trip r4te among all sites. The average rate shown is weighted to account for differences in
numbers of occupied units.
Table B. Daily Peak Hour Trip_ Generation Daily Daily Trips per
Occupied Units Drivew s occu ied Unit
it
-UM jffD aicl
y
Oc u
2.77
Auburn Court A-Pts. 296 820
0 941 3.14
MeridianfWillamette Court q300 3
Meeker Court Apts. 254 867 3.41
Green River Court Apts. 3 260 2.00
Average 722 2.95
Source: Parametrix, Inc., Trafficounts, Inc.
Comparison to Established I TE Trip Rates
Table D compares the derived affordable senior housing trip rates from this study with the established
ITE trip rates for similar uses. for p= peak, a.m. peak and daily time periods. The a.m. and p.m. peak
hour rates are for the peak hours of adjacent street traffic.
-rnl,].- T)_ -Derived Affordable Senior
Senior
Housingi
Elderly-
Attached
Housing
Eld
Det
Hol
9
P.M, Peak �Hour
0.217
*fT, I 1
A.M. Peak Hourl.
1'7
0.069
00
9
_3
_�'Y
Avera'g�eee'E�a�
2.95
3.48
T--.- 1 .4
1 ;.,q 1,;t
:,vs. Established
Establish
e d I
ITE
T 1 GenerationRates
I rl
n t: Y i
_" 'u
;.rly
e'l
ached
Community'
C egate
'Zr
Care Facility'
-Rise
Low- s
Apartment
rt
Mid -Rise
Apaitment'
2
Ismg
2
4-Refirement
M
MLICre,
0.17
o,58
0.39
06
0 0.06
V,,�r/. 4
030
WA
.59
�6. 5 9
N/A
in vehic e ps per oc up
2 Rates in vehicle trips per dwelling unit; assuming less -than -full occupancy, the comparable rate would be proportionately higher
nt to 0.27 trips per
than the rates shown here. For example, a rate of 0.23 trips per dwelling unit with 85% Occupancy is equivale
o6cupied-unit.
Source: ITE Trip Generation, 6h.Edition
As shown in Table D, the trip generation rate for affordable senior housing derived from this study
compares favorably to the established ITE tr�p rates for other multi -family residential land uses. The p.m.
peak hour rate of 0.217 tr . ips per occupied unit is slightly less than the ITE'rates for Elderly Housing
Detached (0.23) and Retirement Community . (0.27), and significantly less than for Low -Rise (0.58) and
Mid -Rise Apartments (0.39). The higher rate for Retirement Community can be explained by the fact that
retirement communities surveyed by ITE were not exclusive to senior citizens, and therefore could be
expected to have higher trip rates during the traditional a.m. and p.m, *Peakhours. The p.m. peak hour
rates for Elderly Housing-�A:ttached (0 - 10) and Congregate Care Facility (0. 17) uses' were lower than the
derived rate for . affordable senior housing, most likely due to the fact that these ITE-defined uses included
sites with medical, dining and/or retail facilities on -site, which would reduce trip demand for running
errands or receiving medical attention.
The affordable senior housing rate for the a.m. peak hour was vi ' rtually equal to the rates for Elderly
ousing-Attached (0.07) and Congregate Care Facility (0.06), and much lower than for'either Low -Rise
�I *. ay rate for affordable senior housing
(0.47) or Mid -Rise Apartment (0.30) caiegories, The derived weekd
(2.95) was lower than for either Elderly Housing -Attached (3.48) or Low -Rise Apartments (6,59), and
somewhat higher than for Congregate Care Facility (2.15). Congregate care facilities would likely have
554-3951-001 (01)
Lakewood Meadows Associates Limited Partnership 5 of 6 August 2000
Lakewood Meadows Apartments K:Iwork!ngI39511rePOrt3ItPiP ge�erafion merno,doc
SO-9
e4 I C�-Oce�
PACIFI-C NORTHERN
Fax:2532315010 Jan 22 2004 10:25 P. 01
PACIFIC NORTHERN CONSTRUCTION
COMPANYp INC.
201 27.Avenue SE, Bldg A, Suits .300'
Puyallup, Washington 98374
FAX COVER SH E-OT
DATE January 22, 2004
M16hael'Hom
Parametrix Inc.
FROm: Amanda Blank
RE: Ballinger Court Apartment&
Traffic Analysis .
Tlml� 10:10 a.m.
PHONE:
42M22-8880
FAX::
425-889-8808
PHONE:
253-231-5002
FAM:
253-231-5010
Number -of pages Including cover sheet: 8
Message
Michael$
At the reqpest of Bryan Park, I am forwarding the fqiiowlng TraW10 Anelple & Report *dated as
of January 199�, revised as of April 1997, perfo
d:edd.by Burton F. Reanier, PE, PLS, and
relatIng io the eke located at 76th Avenue West; E on , Washington,
Amanda
FAX01 222004-HORINIL-PARAMETRIX
PACIFIC NORTHERN Fax:2532315010 Jan 22 2004 10:25
A EDMONDS C,4RSFACWY: TRAFFIC REPORT GENML4L.
I PROJECT DEXPIMON.
P. 03
The proposed project is to consimet an 84-Udj:Msisted Edoly Caro Liv4 . facility orl X.XX,
Acres of land on tha East side of . 76th Ave wait. Additionally, 0 Separate 20;bed Alhiemi'er
Care facilitY will be constracted on the site,
Pleaft refer tothe VicinitY h&p and Site Plan sObmitted herewith,
The Projed will include parking. reception area
scrvice facilitim, din' PIMOnggement Offices, On -site kitchen and laundry
mg areas, as well as sooisl recreation features.
On -site P2rking for 37 vehicles is provided in t)i;l miect plan,
The proposed u3es mid arm are:
Total Area
j8,274 sf
Am for Buildings
16,843 if.
Area for Parking 22,150 sf
Am in UPdacapW and Pathways &
99,281 sf
Open'Spgce
VeWcular access will be
PrO'vided ih the Western 00mer Of the site-, A pathway for rejident recreation is
provided along a portion of the West, south, and East pl-aters of the site,
2. STATEMENT OF EMSTING CONDinONS.
The site is prawntly vacan.t land,
With reSard to traffic, the site is located near the. i7-6th Ave W connection to SR 99 westerly of
the axisting K-Mart store.
3. IDWMICAnm OF PLANNED ]MRSECTiON OR RIGHT-OF-WAY
RaROVEMENTS-
The roadway net*ork serving the project is showr� on Exhibit A.
The project traffic will utilize the following in"ctiOns along 76th Ave W, SR 99, 205th St
NE,and SR 5:
76th Ave W / SR 99
SOP Only
7ffi Ave W/ 205th St NE
FWIY Signalized
205th St NE / SR 99
Grade Separation
205th St NEI SP, 5
F�11 Thtembange
SR 99 223th St SW
SR 99 220th St SW
Signalized
4
r- I
L
.PACIFIC NORTHERN Fax:2532315010 Jan 22 2004 10:26 P.05
NOTE: See Addendum below.
Peak Hour Traffic occurs at 6; oo arn - 14 tri P!a.
Notes. Lowell Vehicle Counts
1. Patient ftwiqpor� m4cal pickup InI6 drwoft and deliveries do not
Wlize parking spaces.
2. Staff notations include staff errands !where staff memb= leave and
return to the facility,
April 23,1997 Addendum:
The Lowell facility has been in operation two years this imonth 1,4M lessons have been leamed dutipg'
thatperiod. The hcility was heavily oventgffed for mot! t of that time. Beg[nnin
I , g in February Ulis year, a
Staff Consultant has mm-tined the Lowell facility op ons and chwSes have been made in the at8rr1rg
/a from the time the above traffic counts were made,
levels. The Staff level is now reduced 400
The m� ority of the Lowell facility tmfflc were staff tril)i and this can be OXpeded for the now Edrnon&
I
faciflity. We are projectin8 sUff population based on t* reduced Lowell facility staff levels.
Based on the Lowell Mlity reduced st4 we loped &Projected staffin plan for the Edmonds
Care Center facility and projected the patient related se�ioe activities for the planned patient population.
The following two tables contain the projected staff lev send thp shifttimes they will be on site, and
then the estimated trips that will be generated from the and patient related activities
EDMMS CARRYAMUX CLASSIFICATION OF TRIP GENERATION 30'URCF-S
Patient Population; 104
IAff Pipulatim D-urJD9 Shift Times
Qgt1mry —hk ersons 78 3o -I ly. I ID - 7a
Administration 1 1
Reg. Nurse 2 2
Lic. Num 3 2
Certified Nurso 15 7 7
Assistant (CMA)
Activity Counselor 2 2
Kitchen 3 3
Dining Room (CNA)
Laundry I
Shower Aids (CNA)
Bldg Maintenance
Grounds Maintenance
4
0
0
PACIFIC NORTHERN Fax:2532315010 Jan 22 2004 10:26
Patient Trmport 5% 10
Business Deliveries I Vehicles 2
-Busing= Visitors I Vehicles 2
Other I Vehicles 2
Total Trips - All Soumes 70 20
Grand Muiphr of Al 1 2 - ilgstimgtad AT)IR
P. 07
The treffic cxwinatiOn of the Lowell facility e�tablishod that the peak tmffic occurs at 6, 00 am'.
Pr0JWft trips for the higher population, theI4&land fkcili� results in the following projected
6:00 am peak traffic:
AM Peak 6 -7am 19 Vchicle rips
We draw the following conclusions for Bdmonos from the Lowell date:
I - Tht AM peak -hour volume ocmrs in the 6, 00 hour which is ahead of the localpeak, hour time
of 7:30 am,
2. The PM peak -hour trafflo, were it to controU occurs at 3:00 pin hour which iz 2 hours ahead
of the "going home, local s:oo pm peak hourIltm- -T-ic.
want to cmphasize that the Edmonds C�are Center staff �s projected at a lower level than the Lowell,
facility. The Lowell " is Portrayed only to show the Oethodolo&y in that Owe is no category in the
rrE Trip Generation Manuel,
We have exmined the parking situation at the LOwell, and other facilities, This has resulted in a
I
patient bed to parking space rcla�onsMp of I splace per 3 patient beds.
This yields a projected parldrig space need of 10 3 34 parking vaces.
37spaces are provided
11
Ell
Lakewood Meadows Apartments
. Traffic Impact Study
Preparedfor
Lakewood Meadows Associates Limited Partnership
c/o Pacific Northern Construction Company, Inc.
P.O. Box 1040
Renton, Washington 98057-1040
Prepared by
Parametrix, Inc.
5808 Lake Washington B lvd. NE, Suite 200
Kirkland, Washington 98033
(425) 822-8880
www.parametrix.com
. August 2000
Project No. 554-39 51-001
INTRODUCTION
Project Description
The proposed Lakewood Meadows project will include construction of 168 units of affordable
senior housing on a 6.72-acre site in the City of Lakewood. The developm ent will consist of two
3-story apartment buildings and will provide 168 parking spaces on site. Project proponents
submitted an Environmental Checklist to the City of Lakewood in May 2000. The City of
Lakewood issued a Mitigated Determination of Non -Significance (MDNS) in June, after which a
14-day comment period was held to receive public comments. The City of Lakewood received an
appeal of the MDNS on July 27, 2000; this report is in response to the City's request for a traffic
study to address concerns raised in the appeal about possible impacts to traffic.
EXISTING CONDITIONS ANALYSIS
The proposed Lakewood Meadows Project will be developed on a parcel located about one -fifth
of a mile west of the intersection of 112th Street S.W. and Bridgeport Way S.W. on the south side
of I I 2th Street in the City of Lakewood. All project -related trips will access the site via 1120,
Street. After discussions with City of Lakewood planning staff and an on -site visit to observe
existing traffic operations, two intersections were selected for analysis. These included the
intersections at Bridgeport Way S.W./l 12th Street S.W. and Gravelly Lake Drive S.W./I 12 1h
Street S.W. The study intersections were selected because they are the major intersections
nearest the project site and would have the highest probability of being impacted by the project.
More distant intersections may receive some project trips, but would not likely have major
impacts, as trips tend to disperse as they move away from the originating site.
Two-hour turning movement counts were conducted between 4:00 p.m. and 6:00 p.m. on
August 1, 2000 at each of the study intersections. The study intersections are currently controlled
by traffic signals. The p.m. peak hour was chosen for analysis because it tends to be the peak
traffic hour of the day when existing traffi. ' c is most congested. Also, affordable senior housing
developments typically generate more trips during the p.m. peak hour than the a.m. peak hour, so
evaluating the p.m. peak represents a "worst -case" condition. The peak hour within the 2-hour
count period was 4:45 p.m. to 5:45 p.m. at both study intersections.
Definition of Level of Service
Level of service (LOS) is an estimate of the quality and performance of transportation facility
operations in a community. The methodology outlined in the 1997 Highway Capacity Manual
(HCK (Transportation Research Board 1994) is commonly used for determining LOS. The degree
of traffic congestion and delay is rated using the letter "A" for the least amount of congestion to the
letter 'T" for the highest amount of congestion (i.e., LOS A through LOS F). The choice of a
particular LOS threshold is subjective and can vary by jurisdiction and by roadway classification or
specific street within a jurisdiction. Level of service D is considered the minimum acceptable,
standard in many urban areas. With LOS D, some delays are expected for certain traffic movements.
The following LOS categories provide general descriptions of the different levels of service defined
in the HCM:
YEAR 2002 FUTURE BASELINE CONDITIONS
Before analyzing potential impacts of project -generated traffic, it is necessary to develop a future
baseline to determine how the street system would'operate without constructing the project. The
Lakewood Meadows Project will be completed and occupied by fall of 200 1, so the year 2002
was chosen as the future baseline year. Future baseline conditions were derived by applying
annual growth rates of between 1.2 and 2.0% to the existing Year 2000 traffic volumes. The
applied growth rates are consistent with arterial -specific growth forecasts in the City of
Lakewood's Draft Comprehensive Plan.
Figure 1 shows Year 2002 future baseline traffic volumes for the p.m. peak hour. Table 2 shows
future baseline levels of service and average vehicle delay for each of the study intersections by
intersection approach.
Table 2. Future Baseline P.M. Peak Hour Levels of Service
Level of Service/Delay per Vehicle (sec)
NB App.
SB App.
WB App.
EB App.
Overall
Bridgeport Way/1 12th Street
S.W.
B/1 8.1
B/14.0
D/49.3
D/41.6
C/20.1
Gravelly Lake Drive/1 12th
,Street S.W.
B/I 5.4
I
A/8.1
I
C/26.0
I
C/24.1
I
B/1 3.7
I
As shown in Table 2, future baseline traffic in the year 2002 is projected to continue operating at
acceptable levels of service. The intersection at Bridgeport Way/1 12'b Street S.W. would
experience about 0.3 seconds additional delay per vehicle which moves the intersection into the
range of LOS C. The actual increases in delay experienced by drivers moving through each of
the study intersections would be negligible.
FUTURE BASELINE CONDITIONS WITH LAKEWOOD MEADOWS PROJECT
Project Trip Generation
The Institute for Transportation Engineers' (ITE) Tri12 Generation, 6h Ed., does not include trip
generation rates for land uses that are directly comparable to affordable senior apartment housing
like the proposed Lakewood Meadows Apartrnents. The similar land use categories described in
Trip Generation include "Elderly Housing -Attached," "Elderly Housing -Detached," "Congregate
Care Facility," and "Retirement Community." The trip generation rates for these land uses are
not directly comparable to affordable senior apartment housing. The sites surveyed by ITE either
included medical, dining, and/or retail facilities, or the housing was not exclusive to senior
citizens, as will be the case for the Lakewood Meadows project. In addition, none of the ITE
sites were in Washington state where travel characteristics and the resulting trip rates may vary
from averages based on data from other states. Due to this lack of established and comparable
trip generation data, a survey of existing affordable senior housing sites was conducted to
determine an appropriate trip generation rate based on local data.
Twenty-four hour tube counts were taken at the driveways of four affor * dable senior housing
developments on Wednesday, August 2nd and Thursday, August 3rd. These sites included the
Meeker/Park Court apartments and Green River Court apartments in Kent, the
Meridian/Willamette Court apartments in Federal Way, and the Auburn Court apartments in
Lakewood Meadows Associates Limited Partnership 554-3951-001 (01)
Lakewood Meadows Apartments Traffic Study -3 of 8 August 2000
KAworkingU9511repor4sVinal trafflic study.doc
Auburn. The sites are located in suburban areas comparable in population and density to the City
of Lakewood.
Trip Generation Survey Results
Our study focused on the traditional commute p.m. peak hour, as this was expected to be the most
congested period of the day and theref6re most vulnerable to impa cts from project -related traffic.
The volume of project trips added to the, background traffic volumes at this time represents a
66worst-case" scenario.
Trip generation rates were calculated for each of the four senior housing sites by dividing the
driveway count volumes by the number of occupied units. Table 3 shows the calculated a.m. and
p.m. commute peak hour trip generation rates for the affordable senior apartment housing sites
surveyed, and the average trip rates among all sites. The average rate shown was weighted to
account for varying numbers of occupi/ed units..
Table 3. Affordable Senior Ai)artment Housine TriD Generation
Occupied Units
AM Commute Peak
(7:00 - 8:00 ' a.m.)
Trips/Occupied
Unit
PM Commute Peak
(4:00 — 5:00 p.m.)
Trips/Occupied
unit
Aubum Court Apts.
296
0.078
0,216
Meridian/Willamette Court
300.
0.063
0.203
Meeker Court Apts.
254
0.079
0.244
Green River Court Apts.
130
0.046
0.200
Average
245
0.069
0.217
Source: Pararnetrix, Inc., Trafficounts, Inc.
The highest hourly driveway volumes during this p.m. commute period occurred, between 4:00
p.m. and 5:00 p.m; the trip volumes dropped significantly during the 5:00 p.m. to 6:00 p.m.
window. Although the background traffic peak hour at the Lakewood study intersections is
between 4:45 p.m. and 5:45 p.m., the higher driveway survey volumes (4:00 to 5:00 p.m.) were
used to calculate the average trip generation rate for affordable senior apartments. The use of the
higher volumes lends a more conservative analysis approach.
The trip rates shown for the a.m. commute peak hour are only about one-third the rates for the
p.m. commute peak hour; this strengthens the argument for using the p.m. peak hour as the "worst
case" for this analysis.
Figure 2 graphically depicts the trip generation rates for the p.m. commute peak hour for the four
affirdable senior housing sites surveyed, compared to the average trip rate for all sites. The trip
rates for the individual sites only vary from about 8% below to 12% above the average rate.
Future Baseline With -Project Levels of Service
After determining p.m. peak hour project trips using the derived project trip generation rate, .
inbound and outbound project trips were distributed to the street system according to existing
travel patterns at the study intersections. Figure 3 shows projected p.m. peak hour trips
associated with the Lakewood Meadows development. The resulting levels of service after the
addition of projected trip movements from the Lakewood Meadows Project are shown in Table 4.
Lakewood Meadows Associates Limited Partnership 554-3951-001 (01)
Lakewood Meadows Apartments Traffic Study 5 of 8 August 2000
K.-IworkingI3951treports1flhal traffie study.doc
3
JJ
1
4
co
0
co
-0
NOT TO SCALE Figure 3. Lakewood
t Meadows R.M. Peak
N Hour Project Trips
A-UG-17-2000 THU 05:45 PH PNCC SHAG FAX NO, 425 228 2245 P. 02
PAREING DEMAND ANALYSIS
The following is an analysis of the anticipated on -site parking demand in connection with the
proposed development of the Lakewood Meadows Apartments project; a 168-unit affordable
retirement community for elderly persons located on 112' Street S.W. approximately V4block
west of the intersection of 1,121 Street S.W. and Bridgeport Way S.W. in the City of Lakewood,
Washington (the, "Project"). The analysis is based on an analysis of vehicle registration (see
attached schedule entitled "'Summary of Registered Vehicles") derived from eighteen (18)
existing affordable retirement living facilities operated exclusively for occupancy by elderly
persons operated by the Senior Housing Assistance Group, a Washington nonprofit organization,
which are substantially similar to the proposed Project. In general, the justification for reduced
parking requirements for retirement living facilities operated exclusively for occupancy by
elderly persons (as compared to the standard minimum parking ratios required for conventional
multifamily housing -or even active adult communities) is.based on the recognition of the special
characteristics of such retirement living facilities and the elderly population (i.e., predominantly
single occupancy) and the behavioral characteristics of the elderly population in terms of the
significantly lower dependence on and use of personal automobiles as compared to the general
population. Accordingly, the Analysis provides a substantial amount of empirical evidence to
support the conclusion that the demand and need for on -site parking for retirement living
facilities operated exclusively for occupancy by elderly persons is significantly lower as
compared to conventional multifamily housing or even active adult communities.
The rationale for reduced parking requirements for retirement living facilities operated
exclusively for occupancy by elderly persons such as this Project is a function of the
demonstrably lower demand and need for on -site parking for such facilities and is based on
several factors, including (i) the continuing commitment to restrict the use of such 'a' retirement
living facility exclusively for occupancy by elderly households as evidenced by the recording of
appropriate restrictive covenants, (ii) the convenience of the location of the Project in terms of
proximity to retail shopping, public transit, health care facilities and medical services, emergency
services and public 'safety, parks and recreation, and other services and amenities; (iii) the
reduced demand for parking considerable empirical evidence based on experience in connection
with the development and operation of a significant number of other similar and comparable
affordable retirement communities in other jurisdictions; and (iv) the use of parking management
and vehicle registration programs and the promotion of the use of public transit and shared
transportation.
AUG-17-2000 THU 05:47 PH PNCC / SHAG FAX NO. 425 228 2245 P. 04
services. The Project site is conveniently located with respect to its proximity to retail shopping,
health care and medial services, public transportation, emergency services and public safety,
parks and recreation, and other amenities and services in the Urban Center of the City of
Lakewood. The Project site is located approximately 0.8 mile southeast of the Central Business
District of downtown Lakewood and approximately six (6) blocks north of Interstate 5 (1-5) via
Bridgeport Way S.W. The Project site is readily accessible from Interstate 5 (1-5) off the
interchange at Exit 125. -The Project site is located in an established neighborhood with
commercial and residential uses, including commercial offices, "retail and both single family% and
multifamily residential housing in t he immediate vicinity of the Project site. The Project site is
located approximately 0.8 mile southeast of the Lakewood Mall, a large regional retail shopping
center which is approximately the seventh (71) largest shopping center in the State of
Washingtbn with approximately 1.1 million gross square feet of loaseable area and
approximately 130 stores (including several notable anchor tenants, including Safeway, Target�
Mervyn's, Gottchalks, Office Depot,- and Burlington Coat Factory) and 5,000 parking spaces.
Tacoma Mall, another large regional retail shopping center which is approximately the third (3)
largest shopping center in the State of Washington with approximately 1.3 million gross square
feet of leaseable area and approximately 140 stores (including several notable anchor tenants,
including. Nordstrom, The Bon Marche, Sears, J.C. Penney, and Mervyn's) and 8,200 parking
spaces, is located approximately five (5.0) miles north of the Project site and is readily accessible
by public transportation. -
Several grocery and convenience stores are located with approximately one (1.0) mile or less of
the Project site, including Day & Night Grocery located within approximately 0.2 miles of the
Project. site, ABC Grocery Store located within approximately 0.5 miles of the Project site,
Ponders Comer Grocery located within approximately 0.6 miles of the Proje . ct site, Tacoma
Grocery Outlet located within approximately 0.7 miles of the Project site, Supermart Grocery &
Deli located within approximately 0.7 miles of the Project site, Safeway located within
approximately 0.8 miles of the Project site, and Lakewood Marketplace lo ' cated within
approximately 0.9 miles of the Project site. In addition, several department and discount stores
are located with approximately one (1.0) mile or less of the Project site, including Costco
Wholesale located within approximately 0.7 miles of the Project site, Tacoma Discount World
located within approximately 0.7 miles of the Project site, Top Ten Fashions located within
approximately 0.7 miles of the Project site, Fred Meyer located within approximately 0.8 miles
of the Project site, and K Mart located within approximately 0.8 miles of the Project site.
Public transit stops for city and county -wide bus service provided by Pierce Transit are located
on 112� Street S.W. near the access point to the Project site and at the intersection of 112g' Street
S.W. and Bridgeport Way S.W., one-half block east of the Project site. The site improvements
for the Project will include paved sidewalks along the entire frontage of the Project site on 112�
Street S.W. and will be extended cast from the Project site to Bridgeport Way S.W.
The Lakewood Precinct of the Pierce County Sheriff s Office, which serves as the Lakewood
Police Department, is located approximately' one-half block west of the Project site. The main
U.S. Post Office is located approximately 0.8 mile north of the Project site. Fire protection and
emergency medical response services are available within minutes of the Project site from the
3
AUG-17-2000 THU 05:48 PH PNOC / SHAG FAX NO, 425 228 2245 P. 06
The Project site was carefully selected with the needs and behavior patterns of elderly and
disabled elderly persons in mind. The Project site has excellent access to the Lakewood Mall for
retail shopping and to transit stops for public transportation with easy access to the CBD of
Lakewood via 112' Street S.W. and Gravelly Lake Drive S.W. or the Lakewood Station area via
Bridgeport Way S.W. for.additional retail shopping, government services and other amenities
(e.g., the Lakewood Public Library and the Lakewood Senior Center) and Tacoma Mall for
additional retail shopping. i-Bus service from the Project site. is. provided -by Pierce Transit with
connections in and around the City of Lakewood and the entire Pierce County are. �nn e 1 fion s
can be readily made to other areas of the City of Lakewood and Pierce County from the proposed
Project site via the Pierce Transit's public transit stops on 112' Street S.W. near the access point
at the northwest comer of the Project site and near the intersection of 112� Street S.W. and
Bridgeport Way S.W. approximately one-half block east of the Project site. Pierce Transit offers
a door-to-door paratransit service known as SHUTTLE which serves elderly —and persons with
Fe—rv--irce is �adoor-to-
door_serv_ice_pr_ov_ide__d �with �mim- iuses. M-6 15r_q�ject si'te improvements will include a covered
public transit stop and paratransit boarding area, properly designed and marked, in accordance
with Pierce Transit design standards. The paratransit boarding area will'be on -site, well off of
1 IV Street S.W., and will accommodate the applicable required inside , an outside turning
radiuseg for such transit buses. -The Project also will have an information center to inform
residents about Pierce Transit's regular routed bus service and the SHUTTLE paratransit service.
In summary, based on the above -mentioned factors and considerations, the location of the Project
site was determined by the Project Sponsor to be excellent in terms of its proximity and
accessibility to retail shopping, public transportation, health care facilities and medical services,
emergency services and public safety, parks and recreation, and other amenities and services.
There exists a substantial amount of empirical evidence regarding the relative demand and need
for parking in an affordable senior apartment community as compared to a conventional
multifamily housing apartment communities, as well as the relative traffic impacts . of an
affordable senior apartment community operated exclusively for occupancy by elderly
households as compared to a conventional multifamily housing apartment communities. For
example, a recent Trip Generation Survey which was prepared by Parametrix, Inc., an
independent engineering, firm, for submission to the City of Lakewood in connection with the
proposed Project, indicates that the relative trip generation associated with an affordable senior
apartment community like the Proposed Project is significantly lower. than the relative trip
generation associated with conventional multifamily housing- apartment communities. Reduced
trip generation for senior affordable apartment communities during normal peak hours is partially
explained by the behavioral characteristics * of elderly persons to avoid peak hour traffic
congestion. However, it is also partially explained by the demonstrably lower o . wriership and
utilization of personal automobiles by elderly persons, especially low income elderly persons on
fixed incomes who have difficulty in affording the cost of owning and maintaining such vehicles.
A significant number of jurisdictions now provide for reduced parking ratios for certain forms of
M
AUG-17-2000 THU 05:49 PH PNCC / SHAG FAX NO, 425 228 2245 P. 08
On the enclosed schedules entitled "Summary of Registered Vehicles" and "Comparable Parking
Demand Analysis," we have summarized our ana lysis of the degree of utilization of on -site
parking and certain other relevant parking -related considerations with respect to the other Similar
and comparable affordable retirement communities which have been developed and operated by
SHAG exclusively for occupancy by elderly persons in several other jurisdictions in the State -of
Washington.
As compared to the -proposed Project, none of the other similar and comparable affordable
retirement communities that we have developed and continue to operate exclusively for
occupancy by elderly persons have provided or been required to provide nearly as much on -site
parking in proportional terms. The highest parking ratio that we have provided previously was in
connection with the WoodRose Apartments in the City of Bellingham (0.72 parking space per
unit). However, as a result of the empirical evidence submitted by SHAG, the City of
Bellingham adopted an ordinance which reduced the minimum parking ratio for elderly housing
facilities to 0.50 parking space per unit. Thd'actual parking ratio that was provided in connection
with the WoodRose Apartments (0-72 parking space per unit) was proposed by SHAG as part of
an overall site plan for the development even though SHAG did not expect the demand and need
for on -site parldng for the WoodRose -Apartments to exceed 0.50 parking space per unit. The
next highest parking ratio that we have provided were in connection with the Meeker Court
Apartments. in the City of Kent .(0.677 parking space per unit). However, the Meeker Court
Apartments project was part of a combined development of three (3) adjacent affordable
retirement commdnities located on a single campus (the Meeker Court Apartments, the Green
River Court Apartments, and the Meeker Court Apartments, known as "Tri-Coulf') and the
parking is shared among the three (3) adjacent affordable retirement comm niti S. When the
parking ratio is determined on a combined basis, it is only about M0 parking space per unit (88
+ 50 + 58 = 196 / (130 + 130 + 130) = 0.50). The next highest parking ratios that we have
provided were in connection with the Auburn Court Apartments in the City of Auburn (0.541
parking space per unit), and the Meridian Court Apartments and Willamette Court Apartments in
the City of Federal Way (both at 0.50 parking space per unit). Accordingly, the parking provided
in connection with the other similar and comparable affordable retirement communities that we
have developed and continue to operate exclusively for occupancy by elderly persons have been
consistently less than or equal to about 0.50 parking space per unit. As indicated on the enclosed
schedules entitled "Comparable Parking Demand Analysis," in connection with the utilization of
on -site parking at the retirement facilities where the parking ratio provided is 0.50 parking space
per unit or greater, such on -site parlcing,is underutilized (i.e., excess parking is available), and
where the parking ratio provided is less than 0.50 parking space per unit, such on -site parking is
adequate but is generally fully utilized.
Based on the substantial prior experience of the Project Sponsor, SHAG, and its affiliates, with
respect to other similar and comparable affordable retirement communities of the kind proposed
to be developed on the Project site in a significant number of other jurisdictions, the highest
parking ratio. required in any of the other jurisdictions surveyed is approximately 0.50 parking
space per unit (or 1.0 parking space per 2.0 units) and the highest parking ratio indicated based
on parking demand as measured by the utilization of the on -site parking provided with respect to
such other similar and comparable affordable retirement communities is less than or equal to 0.5
7
AUG-17-2000 THU 05:51 PH PNCC / SHAG FAX NO. 425 228 2245 P. 10
addition, a maximum of one (1) vehicle per unit may be registered for on -site parking regardless
of the number of bedrooms in the unit or the number of occupants. Our parking management and
a utomobile registration program tends to maintain an appropriate equilibrium with respect to the
supply and . demand for on -site parking. We also provide public transit information and education
to promote and encourage the use of public transit or shared transportation and to discourage the
use of personal automobiles. Residents of the Project will be advised of the regular bus schedule,
as well as the other transit connections and specialized paratrabsit services available to elderly
persons and persons with disabilities from Pierce Transit.
Alamo of City
A vadability of
Urbanl
-1
J
and
lame of Eroie
U414afion Of
On-Sile Parkin
Off -Silt
ffired Parking
A va i1a bi Uty of
Dired Bus
prorimuy to
RefaillOtherAmenWe
Suburban
r")
C=)
C)
Locaflon
CZ)
YQFK6
C=
bster Court
On-sile parking is adequate but
Moderate street
Shopper Shuttle to main
Wilbin three blocks of retail and
Suburban
CD
fully utilized.
parking available.
entrance of building with
other amenities.
N3
connection to Metro lung
County bus service.
is Court
On -site parking is adequate but
Moderate street
Shopper Shuttle to main
Within two blocks of retail and
Suburban
C-)
fully utilized.
parking available.
entrance of building with
other amenities.
connection to Metro King
County bus service-
::C>
-ker Court
On -site parking underutilized,
No street parking
Shopper Shuttle to main
Immediately adjacent to
Suburban
but excess parking is made
available.
entrance of building with
neighborhood shopping center
available to adjacent projects
connection to, Metro King
(Meeker Square).
(Green River Court and Park
County bus service.
Court).
en River Court
On -site parking fully utilized.
No street parldrig
Shopper Shuttle to main
Immediately adjacent to
Suburban
available, but uses
entrance of building with
neighborhood shopping center
excess parldrig Erom
connection to Metro King
(Meeker Square).
adjacent project
County bus service.
SD
(Meeker Court).
r\3
k Court
On -site parking fully utilized.
No street parking
Shopper Shuttle to main
Immediately adjacent to
Suburban
DO
available, but uses
entrance of building with
neighborhood shopping center
co
excess. parking from
connection to MeAro King
(Meeker Square).
r\:)
adjacent project
County bus service.
N.3
(Meeker Court).
cri
ive Court
On -site parking is adequate but.
Moderate street
Shopper Shuttle to main
Within two blocks of retail and
Suburban
fully ulilized.
parking available.
entrance of building wilb
other amenities.
connection to Metro King
County bus service.
I
MIJAIV-114% I - , [MIREIR
__x ]Mai
Alame of City Availabihay of
and Ufflization of Off -Site A ralkbifity of
lame o (R—reeO Parkigg - Servi
f Pro- Le on -site Parkin Direct Bus
TOPAUB
:)Urn Court On -site parking underutilized Urnited street Metro King County bus service
(excess on -site parking is parking available. within one block of buildings.
available).
"Y OT SEA
npbell Gardens
On -site puking is adequate but'
Moderate street
Metro King County bus service
fully utilized.
parking available,
Within one block of buildings.
3en Anne Gardeas
On-si(e parking is adequate but
Urnited street
Metro King County bus service
fully utilized.
parking available.
within one block of building.
"Y OF OLYMNA
irdwalk Apartments
On -site parking underutilizrd
Substantial street
Capitol Shuttle and Shopper
(excess on -site parking is
parking available
Shuttle with uiban/regional
available).
(approximately 60
transit connections to main
street parking
entrances of buildings on main
spaces available on
street frontage (North Capitol
adjacent streets).
Way) and Intercity Transit
Center within two blocks.
Proximify (0
RelaifflOther Amenities
hmnediately adjacent to full
service grooery/relail department
store (Fred Meyer) and four
blocks to downtown fowl
establishments and other
amenities.
Within three blocks of
neighborhood grocary and other
reW establishments and
amenities.
One block to neighborhood
convenience. store/grocery and
other retail establishments and
amenities.
One block to Farmers'Market,
one block to Percival Landiog,
two blocks I a Senior Center in
Olympia Center, four blocks to
Bay Market and Safeway, and
four blocks to downtown retail
establishments and other
amenities
Urbaul
Suburban
Location
Suburban
Suburban
Urban
r1)
CD
CD
CD
C:)
co
-0
rn
CD
Urban D.,
F3
00
a
3
Name of City
Availability of
and
Utilization of
Off -Site
Availability of
Name of Projec
On -Site Pa
(Street) Parking
Direct Bus Service
CIYY OF KENT
Webster Court
On -site parking is adequate but
Moderate street
Shopper Shuttle to main
fully utilized.
parking available.
entrance of building with
connection to Metro King
County bus service.
Titus Court
On -site parking is adequate but
Moderate street
Shopper Shuttle to main
fully utilized.
parking available.
entrance of building with
connection to Metro King
County bus service.
Meeker Court
On -site parking underutilized,
No street parking
Shopper Shuttle to main
but excess parking is made
available.
entrance of building with
available to adjacent projects
connection to Metro King
(Green River Court and Park
County bus service.
Court).
Green River Court
On -site parking fully utilized.
No street parking
Shopper Shuttle to main
available, but uses
entrance of building with
excess parking from
connection to Metro King
adjacent project
County bus service.
(Meeker Court) -
Park Court On -site parking fully utilized. No street parking Shopper Shuttle to main
available, but uses entrance of building with
excess parking from connection to Metro King
adjacent project County bus service.
(Meeker Court).
Gowe Court On -site parking is adequate but Moderate street Shopper Shuttle to main
fully utilized. parking available. entrance of building with
connection to Metro King
County bus service.
UVM.rAF_kBLE PARKING DEMAND XNXEYSIS
Name of City Availability of
and Utilization of Off -Site Availability of
Name of Proje On -Site Pa (Street) Pa Direct Bus Service
= OF TACOMA
Conservatory Place I On -site parking is adequate but No street parking City bus service available within
fully utilized. available. one block of building with
connection to Pierce County
transit.
Conservatory Place H On -site parking is adequate but No street parking City bus service available within
fully utilized. available. one block of building with
connection to Pierce County
transit.
Name of City Availability of
and Utilization of Off -Site Availability of
Name of Projec On -Site Pa (Street) Pa Direct Bus Service
CITY OF
BELLrNGR4M
WoodRose Apartments
C17TOFL4KEWOOD
Lakewood Meadows
Apartments
On -site parking is expected to
be underatilized (excess on -
site parking is expected to
available) based on prior
experience (142 on -site
parking spaces as compared to
approximately 100 spaces
required based on anticipated
parking demand).
Proposed on -site parking is
expected to be underutilized
(excess on -site parking is
expected to available) based on
prior experience (168 on -site
parking spaces proposed as
compared to approximately
115 spaces required based on
anticipated parking demand).
No street parking Whatcom. Transit Authority
available. connects to main entrance of
building closest to main street
frontage (East Sunset Drive) via
public transit (bus) turnout.
No street parking Pierce Transit.
available.
PParametrix', Inc. Consultants in Engineering and Environmental Sciences
5808 Lake Washington Blvd. NE, Suite 200
(425) 822-8880* Fax: (425) 889-8808
MEMORANDUM
Date: November 5,2001
To: Bryan Park/Keith James, Lynnwood RM Investments LLC
From: Rory Renfro/Howard Roll, P.E.
Subject: Parking Variance Support for Aiderwood Court Senior Housing/Townhomes
cc: Mike Horn, Parametrix
Project Number: 554-3951-003
Project Name: Alderwood Court Senior Housing/Townhomes Development
This memorandum updates documentation supporting the parking variance request for the
proposed Alderwood Court Senior Housing/Townhomes development. The original memorandum
dated October 26, 2001 has been updated based on comments received from Keith James. The
project includes both market rate townhomes and income -restricted senior housing. A parking
variance is being requested only for the senior housing portion of the project. Project description,
required parking, estimated parking demand, and City of Lynnwood parking variance criteria are
addressed in the following sections.
Project and Site Description
The proposed project is an income -restricted senior housing development to be located at the
southwest comer of 36'h Avenue W and 184h Place SW in the City of Lynnwood, one block west
of the Alderwood Mall. (East of 36th Avenue W, 18401 Place SW becomes 184h Avenue SW.)
The complex will consist of 130 total units, including 118 single -occupancy dwellings and 12
double -occupancy units.
To gain residency at Alderwood Court, tenants must qualify as "low-income" residents. The
apartments will be rented at rates lower than market value in order to provide housing for
economically disadvantaged senior citizens. Income and age restrictions will be enforced through
the deed to the property.
Required Parking Under City of Lynnwood Zoning Ordinance
The senior housing portion of the proposed project is categorized as "retirement housing", which
has a required parking ratio of 1.50 on -site spaces per dwelling unit in the City of Lynnwood
Zoning Ordinance! The City ordinance does not differentiate between market -rate and low-
income retirement housing.
' City of Lynnwood Zoning Ordinance, Section 21.18: Off-street Parking, 2000.
Bryan Park, Lynnwood RM Investments, LLC
November 5, 2001
Page 3 of 5
specialty shops. Neighborhood shopping centers tend to comprise the retail services available to
suburban complexes.
The proposed development site shares these characteristics. Community Transit bus stops are
located adjacent to the site at the comer of 184h Place SW/1 84t" Avenue SW/36b,Avenue SW. In
addition, Alderwood Mall, located one block to the east along 184th Street SW, provides a transfer
location for regional transit service as well as extensive commercial services.
Projected Parking Demand
Projected parking demand was estimated using the data sources described below. One, the
Institute of Transportation Engineers (ITE) Parking Generation, Second Edition, is a broadly used
industry standard, and lists various land uses with associated weekday parking demand data.
Alderwood Court project falls within ITE's land use #250: "Retirement Community (Senior
Citizen Multi -Family Residential"..'
From surveys of developments averaging approximately 125 dwelling units, ITE documented
parking demand ranging between 0. 11 and 0.48 spaces per unit, while the average demand ratio
was 0.27 parking spaces per unit. The proposed parking ratio for Alderwood Court is 0.60 spaces
per unit, 25 percent higher than the high end of the parking demand documented by ITE.
The second source of similar information was collected recently in the Portland metropolitan area,
and further supports a substantial reduction in on -site parking compared,to the amount required by
the City. A recent study of peak parking demand at eight market -rate senior housing
developments similar in size to Alderwood Court yielded an average peak demand ratio of 0.26
spaces per unit,3 or less than half the proposed supply for the development site. The same study
reported an average on -site parking supply of 0.61 spaces per unit, essentially the same as
proposed for senior housing portion of the Alderwood project.
Based on the average parking demand ratios in these studies (0.26-0.27 spaces per unit), it is
estimated that Alderwood senior housing residents, employees, and visitors will utilize
approximately 35 parking spaces on average. The highest demand ratio listed by ITE (0.48) yields
a peak demand of about 62 spaces. The project's proposed off-street supply of 0.60 parking
spaces per unit is equal to 78 spaces, which is well above the projected peak demand.
Parking Requirements in other Jurisdictions
Parametrix. reviewed senior housing parking requirements in a number of cities near the project
site. Required parking ratios ranged from 0. 167 spaces per dwelling unit in central Seattle, to 0.50
spaces per dwelling unit in Renton, Federal Way, and Bellingham. Required parking ratios tend to
increase as a community's development takes on a more suburban form; still, no jurisdiction
required more than 0.50 spaces per unit. These parking requirements from other nearby
jurisdictions apply to market -rate senior housing, which is expected to generate a higher peak
parking demand compared to income -restricted senior housing. Thus, the comparison with other
jurisdictions further supports a reduced parking requirement for the proposed Lynnwood project,
2 Institute of Transportation Engineers. Parking Generation, Second Edition. August 1987.
3 Information provided by Randy McCourt, P.E. DKS Associates. The DKS survey results will be included
in Parking Generation, 3rd Edition, which is scheduled to be published by ITE in 2002.
Bryan Park, Lynnwood RM Investments, LLC
November 5, 2001
Page 5 of 5
The use of alternative modes will also increase if the Alderwood development utilizes services
provided by other transit agencies and senior housing developments, such as local demand -
responsive shuttle service or a shuttle service to and from the Alderwood Mall.
Set -aside to Provide Additional Parking if Needed
The applicant proposes to construct 78 on -site spaces, for a ratio of 0.60 parking spaces per
dwelling unit. As documented above, a supply of 0.60 parking spaces per unit is believed to be
adequate to meet peak parking demand. However, a portion of the development will be set aside
as parking reserve, to develop additional on -site spaces if needed. This additional area represents
a potential addition of 0.90 spaces per dwelling unit, which would meet the City's senior housing
requirement of 1.50 parking spaces per dwelling unit.
Conclusion
The proposed income -restricted, senior housing development includes 130 units.
The project is categorized as "retirement housing" in the City of Lynnwood Zoning
Ordinance.
The ordinance requires 1.50 on -site parking spaces per dwelling unit for this land use, thus
requiring 195 on -site spaces for the proposed development.
Similar developments with comparable parking ratios report the on -site parking supply to be
underutilized, with excess on -site parking available. Similar developments that reported
inadequate on -site parking provide considerably less on -site parking than proposed by this
project. Based on parking rates published by the Institute of Transportation Engineers, the
peak parking demand for this type of development is approximately 0.27 parking spaces per
dwelling unit, which correlates to 35 parking spaces for the proposed development.
The applicant proposes to constr uct 78 on -site parking spaces, a ratio of 0.60 spaces per unit.
In addition, the applicant proposes to reserve undeveloped land on the site that would provide
up to 0.90 more parking spaces per unit, if necessary, which would satisfy the City's current
requirement of 1.50 spaces per unit. However, it is not believed that the parking reserve will
be needed to meet peak parking demand.
Findings that the City of Lynnwood criteria for granting a parking variance for reduced
minimum on -site parking requirements can be made, based on factors including site location,
tenant demographics, and availability of alternative transportation modes.
Affachments
Table 1: Comparable Senior Housing Parking Requirements in Various Jurisdictions
Table 2: Comparable Parking Demand Analysis
Table 1: COMPARABLE SENIOR HOUSING REQUIREMENTS IN VARIOUS JURISDICTIONS
Project Name & Number Single Double Total Required Required Parking Parking # of
Address of Units Occupancy Occupancy Occupancy Spaces Per Parking Spaces Spaces Registered
Unit Spaces Provided Provided Vehicles
Total Per Unit
City of Federal Way
Meridian Court
200
182
18
218
0.5
100
100
0.500
101
31420/31510 23' Ave S
Willamette Court
100
89
11
ill
0.5
50
50
0.500
43
3158023 rd Ave. South
.........................................................................................................................................................................................................................................................................................................................................................................................
Totals/Averages Federal
300
271
29
329
150
0.500
144
Way
City of Tacoma
Conservatory Place
40
37
3
48
0.333
14
14
0.350
14
203 South "G" Street
Conservatory Place
51
50
1
52
OM3
17
17
0.333
16
319 South "G" Street
...............................................................................................................................................................................................................................................
Totals/Averages Tacoma
91
87
4
95
.........................................................................................................................................
31
0.341
30
City of Auburn
Auburn Court
296
241
55
351
0.333
98
160
0.541
145
102/104 & 106 10" St N E
Totals/Averages Auburn 296 241 55 351 160 0.541 145
A-2
Table 1: COMPARABLE SENIOR HOUSING REQUIREMENTS IN VARIOUS JURISDICTIONS
Project Name &
Number
Single
Double
Total
Required
Required
Parking
Parking
# of —
Address
of Units
Occupancy
Occupancy
Occupancy
Spaces Per
Parking
Spaces
Spaces
Registered
Unit
Spaces
Provided
Provided
Vehicles
Total
Per Unit
City of Beaverton, OR
Crestview Court
48
15
33
81
N/A
N/A
84
1.75
42
4600 SW Klist Avenue
Holly Tree Village
140
136
4
144
N/A
N/A
75
0.536
62
5335 SW Murray Blvd.
..........................................................................................................................................................................................................................................................................................................................................................................................
Totals/Averages
188
151
37
225
159
0.846
104
Beaverton
City of Sherwood, OR
Stewart Terrace
29
28
1
30
N/A
N/A
29
1.0
20
1000 N. Sherwood Blvd.
........................................................................................................................................................................................................................................................................................................................................................................................
Totals/Averages
29
28
1
30
29
1.0
20
Sherwood
Washington County, OR
Farmington Meadows
66
6
44
142
N/A
N/A
163
2.47
48
........................................................................................................................................................................................................................................................................................................................................................................................
(+16 triple)
Totals/Averages
66
6
44
142
163
2.47
48
Washington County
(+16 triple)
Totals/Averages All
2398
2377
268
2698
1305
0.544
1076
Jurisdictions
(+16 triple)
PROPOSED: City of Lynnwood
Alderwood Court Apts. 130 118 12 142 1.5 195 78 0.60 N/A
36 th Avenue West
Totals/Averages 130 118 12 142 78 0.60 N/A
Lynnwood
A-4
Table 2: SUMMARY OF PARKING DEMAND FACTORS AT COMPARABLE FACILITIES
Name of City and Utilization of On -Site Availability of Off -Site Availability of Direct Bus Proximity to Retail/Other Urban/
Name of Project Parking (Street) Parking Service Amenities Suburban
Location
CITY OF RENTON
Spencer Court
On -site parking is
Moderate street parking
Metro King County bus service
Two blocks to downtown retail Urban
adequate but fully utilized.
available.
from one block east of building.
and amenities and four blocks to
other major retail and
department store outlets.
Cedar River.Court
On -site parking is
Limited street parking
Metro King County bus service
Two blocks to downtown retail Urban
adequate but fully utilized.
available.
from south entrance of building.
and amenities and four blocks to
other major retail and
......................................................................................................................................................................................................................................................................................................................................................................................
department store outlets.
CITY OF FEDERAL WAY
Meridian Court
On -site parking
No street parking
Metro King County bus service
Directly across from Suburban
underutilized (excess on-
available.
from main entrance of buildings
neighborhood shopping center
site parking is available).
on main street frontage.
and two blocks to major grocery.
Willamette Court
On -site parking
No street parking
Metro King County bus service
Directly across from Suburban
underutilized (excess on-
available.
from main entrance of building
neighborhood shopping center
site parking is available).
on main street frontage.
and two blocks to major grocery.
CITY OF TACOMA
Conservatory Place I On -site parking is No street parking City bus service available within Two blocks to small Urban
adequate but fully utilized. available. one block of building with neighborhood grocery and retail
connection to Pierce County establishments and flour blocks
transit. to downtown retail
establishments and other
amenities.
Conservatory Place 11 On -site parking is No street parking City bus service available within Two blocks to small Urban
adequate but fully utilized. available. one block of building with neighborhood grocery and retail
connection to Pierce County establishments and flour blocks
transit. to downtown retail
establishments and other
amenities.
A-6
Table 2: SUMMARY OF PARIONG DEMAND FACTORS AT COMPARABLE FACILITIES
Name of City and Utilization of On -Site Availability of Off -Site Availability of Direct Bus , Proximity to Retail/Other Urban/
Name of Project Parking (Street) Parking Service Amenities Suburban
Location
CITY OF BELLINGHAM
WoodRose Apartments
Proposed on -site parking is
expected to be underutilized
(excess on -site parking is
expected to be available)
based on prior experience
(142) on -site parking spaces
provided as compared to
less than 100 on -site parking
spaces required based on
anticipated parking
demand).
CITY OF BEAVERTON
Crestview Court On -site parking underutilized
(excess on -site parking is
available). _
Holly Tree Village On -site parking adequate
but fully utilized.
CITY OF HILLSBORO
The Maples On -site parking adequate
but fully utilized
Tarkington Square N/A
No street parking
available.
Whatcom Transit Authority
connects to main entrance
of building closest to main
street frontage (East .
Sunset Drive) via public
transit (bus) turnout.
Moderate street parking Tri-met bus route on
available. frontage street.
Limited street parking Tri-met bus routes on
available. frontage street; Tri-met
LIFT program; Red Cross
Grocery Shuttle.
Limited street parking LRT station 7 blocks away,
available. Tri-met bus route 2 blocks
away; Pacific Cab service;
Red Cross Grocery Shuttle
Short-term street 3 blocks to LRT station;
parking available. Pacific Cab service; Tri-met
bus routes on frontage
street; Tri-met LIFT
program.
A-8
One block to post office and
pedestrian access to Sunset
Pond Nature area, two blocks
to neighborhood shopping
center. (Sunset Square Mail),
and eight blocks to Main
Campus of St. Joseph's
Hospital.
Suburban
2 miles to neighborhood Suburban
shopping center.
2 blocks to neighborhood Suburban
shopping center.
Y2mile to neighborhood Suburban
shopping center, and 2 blocks
to library, post office and
senior center.
1 mile to grocery store and 3 Suburban
blocks to post office.
;� �-1 tj �71&h Aw) tA3 �,
CONFORMED Copy
200507280736 7 PGS
07-28-2005 01:56pm $25.00
SNOHOMISH COUNTY, WASHINGTON
AF1rER RECORDING RETURN DOCUMENT TO:
City of Edmonds
Attn: Development Services Department
121-5 1h Avenue North
Edmonds, WA 98020
Document Title:
DECLARA TION OF COVENANTS, CONDITIONS AND RESTRICTIONS
Reference Number(s) of Documents Assigned or Released:
. N/A
Grantor(s):
1. Ballinger Court Associates Limited Partnership, a Washington limited partnership
Grantee(s):
1. City ofEdmonds, Washington, a Washington municipal corporation
Legal Description (Abbreviated):
Portion of the west ha�f of the southwest quarter of the southwest quarter of the
southwest quarter of Section 29, Edmonds,. Snohomish County, Washington.. (A full
and complete Legal Description is shown on Exhibit A attached hereto)
Assessor's Property Tax Parcel(s)/Account Number(s):
292704-3-084-005 and 292704-3-085-004.
DECLARATION OF COVENANTS, -CONDITIONS AND RESTRICTIONS
Page I
DECLARATION
OF
COVENANTS, CONDITIONS AND RESTRICTIONS
THIS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, hereinafter
referred to as the "Declaration," is made, granted, declared, established and reserved effective as
of this 2d day of September, 2004.
RECITALS
A. Ballinger Court Associates Limited Partnership, a Washington limited partnership, hereinafter
referred to as the "Grantor," is the fee owner of certain real property located at 22707 - 760,
Avenue West, Edmonds, Snohomish County, Washington 98026, and legally described on
Exhibit A, Legal Description, attached hereto and incorporated herein by this reference (the
"Property").
B. Grantor wishes to construct and operate Housing for Low Income Elderly on the Property and
to provide a independent residential living environment exclusively for low income elderly
households in accordance with the Federal Fair Housing standards for elderly housing as
promulgated and administered by the U.S. D epartment o f H ousing a nd U rban d evelopment
("HUD") and in accordance with the Federal Tax -Exempt Private Activity Volume Cap Pond
Financing Program and the Federal Low Income Housing Tax Credit Program administered in
the State of Washington by the Washington State Housing Finance Commission (the
"WSHFC").
C. For and in consideration of being granted the right to improve the Property for "Housing for
the Low Income Elderly" together with an increase in density and a decrease in the required
ratio o f o ff-street p arking p ursuant t o t he i ssuance o f a C onditional U se P ennit a s a flowed
under Chapter 20.25 (Housing for the Low Income Elderly) of the Edmonds Community
Development Code (ECDC) and other certain other good and valuable consideration from the
City. of Edmonds, Washington, a Washington municipal corporation, sometimes hereinafter
referred to as the "Grantee," Grantor wishes to establish and declare certain covenants,
conditions and restrictions with respect to the use of the Property and the improvements
thereto.
D. The Conditional Use Permit which is referenced herein and incorporated herein by such
reference is that certain Conditional Use Permit, Case Number ADB-04-26/CLJP-04-27, pursuant
to the Findings, Conclusions and Decision of Hearing Exaniiner, City of Edmonds, dated as of May 27,
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS Page 2
2004 (the "Conditional Use Permit"). The density and parking changes approved by Grantee
pursuant to the Conditional Use Permit are summarized as follows: (i) an increase in density
from approximately 52 dwelling units to 94 dwelling units, and (ii) a decrease in the required
number of off-street parking spaces from 2.0 parking spaces per dwelling unit to 1.0 parking
space per dwelling unit.
DECLARATION
NOW, THEREFORE, in consideration of the mutual benefits to be derived hereunder, Grantor
hereby makes, grants, declares, establishes and reserves to Grantee, by this Declaration, the
following covenants, conditions and restrictions, all on the following terms:
RESTRICTIONS
All dwelling units in any residential facilities or improvements constructed or located on the
Property (collectively, the "Facilities") shall be intended for and occupied exclusively by low
income elderly households as determined in accordance with the Federal Fair Housing standards
for elderly housing as promulgated and administered by HUD and in accordance with the terms
and conditions of the Regulatory Agreement and the Regulatory Agreement (Extended Use
Agreement) executed or to be executed by Grantor and the WSHFC and recorded against the
Property 1 n f avor o f t he W SHFC (each a n " Eligible Household" a nd c ollectively, the "Eligible
Households"). The dwelling units included in the Facilities shall be occupied only by Eligible
Households, the members of which are capable of living independently, taking into any assistance
provided by the families or domestic partners I of, or live-in caregivers for, such persons. Grantor
shall be prohibited from providing, arranging, coordinating, brokering, facilitating or contracting
for the provision of any continual or frequent nursing, medical, or psychiatric services and Grantor
shall be prohibited from operating the Facilities as a hospital, nursing home, sanitarium, lifecare
facility, or intermediate care facility.
EXCEPTIONS
A. Grantor, any persons involved in the ownership, management or operation of the Facilities, or
any owners, partners, shareholders, officers, directors, employees or agents thereof, shall not
be subject to the age or income restrictions set forth in this Declaration.
B. Notwithstanding anything to the contrary in this Declaration, any relatives, guests or invitees
of any member of an Eligible Household or the domestic. partners of, or live-in caregivers for,
any member of an Eligible Household, shall be allowed to visit such persons, their domestic
partners or live-in caregivers, and remain on premises on a temporary basis for a period of not
more than ten (10) days during any calendar month.
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS Page 3
C. Notwithstanding anything to the contrary in this Declaration, any vendors, guests or invitees of
Grantor, any persons involved in the ownership, management or operation of the Facilities, or
any owners, partners, shareholders, officers, directors, employees or agents thereof, shall be
allowed to visit such persons for purposes reasonably related to the ownership, management or
operation of the Facilities.
COVENANTS, CONDITIONS AND GENERAL PROVISIONS
A. The covenants, conditions and restrictions contained herein shall be appurtenant to and shall
benefit and burden all portions of the Property and shall run with the land. This Declaration
shall inure to the benefit of Grantee, and shall be binding upon Grantor� and any subsequent
owners, tenants or subtenants of all or any portion of the Property and their respective heirs,
devisees, executors, administrators, successors, and assigns, during the period of time any such
persons or entities are an owner, tenant or subtenant of any portion of the Property.
B. This Declaration shall not be revoked or modified in any respect whatsoever, or rescinded, in
whole or in part, by Grantor or any subsequent owners, tenants or subtenants, or their
respective heirs, devisees, executors, administrators, successors, and assigns, except with the
prior express written approval of Grantee. Grantor acknowledges that the right to maintain the
approved density and parking changes as reflected in the Conditional Use Permit is dependent
on the continued status of the Facilities as an eligible project under ECDC Section 20.25.020
(Housing for the Low Income Elderly — Eligible Projects). Grantor or any subsequent owners,
tenants or subtenants, or their respective heirs, devisees, executors, administrators, successors,
and assigns, shall immediately give written notice to the Director of the Development Services
Department of Grantee in the event of an y proposed change in the use of the Facilities or the
Property other than in accordance with the covenants, conditions and restrictions set forth in
this Declaration. Any change in use of the Facilities or the Property in violation of this
Declaration without proper notice to and the prior written approval of Grantee shall be strictly
prohibited. In the event that the Facilities cease to be an eligible project under ECDC Section
20.25.020 (Housing for the Low Income Elderly— Eligible Projects), Grantor shall comply
with the non-nal zoning, density and parking requirements of Grantee (as the same exist at such
time) in the absence of the changes approved in the Conditional Use Permit. Accordingly,
Grantee shall be entitled to enforce the covenants, conditions and restrictions set forth in this
Declaration by any appropriate legal means, 'including (but not limited to) specific
enforcement.
C. In the event that any lawsuit, arbitration, or legal proceeding is brought to enforce any of the
terms hereof, the prevailing party shall be entitled to recover its reasonable attorney's fees and
costs from the non -prevailing party.
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS Page 4
D. This Declaration is necessary to comply with the requirements of ECDC Section 20.25.050
(Housing for the Low Income Elderly — Enforcement), and is made and entered into and shall
be construed in accordance with ECDC Section 20.25.050 (Housing for the Low Income
Elderly — Enforcement) and the laws of the State of Washington.
IN WITNESS WHEREOF, Grantor has duly executed this Declaration as of the day and year first
set forth above.
GRANTOR:
BALLINGER COURT ASSOCIATES LIN41TED PARTNERSHIP
By: Ballinger Court Enterprises, LLC, its General Partner
By: Senior Housing Assistance Corporation, its Manager
By:
� James E. Sullivan, President
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS Page 5
STATE OF WASHINGTON
) ss.
COUNTY OF v-�n
C-1
P %->
THIS IS TO CERTIFY that on this 2 day of September, 2004, before me, the
undersigned, a notary public in and for the State of Washington, duly commissioned and sworn,
personally appeared JAMES E. SULLIVAN, to me known to be the President of Senior Housing
Assistance Corporation, a Washington corporation, the manager of Ballinger Court Enterprises,
LLC, the general partner of Ballinger Court Associates Limited Partnership, a Washington limited
partnership, the partnership that executed the within and foregoing instrument, and acknowledged
the said instrument to be the free and voluntary act and deed of said partnership for the uses and
purposes therein mentioned, and on oath stated that he was authorized to execute said instrument
on behalf of said partnership.
WITNESS my hand and official seal the
�OTApk
PUS LIG
above written.
- /--,6� ---;- - - t,,-s- (Phii�-Name)
Nofary Public in and for the State of Washington,
Residing at , 14,A
My appointment expires -3 - 2 - # -F
DECLARATION Of COVENANTS, CONDITIONS AND RESTRICTIONS Page 6
EXHIBIT A
LEGAL DESCRIPTION
PARCEL A:
THE NORTH 129.5 FEET OF THE SOUTH 272.5 FEET OF THE WEST HALF OF
THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4
EAST, W.M.;
EXCEPT THE WEST 30 FEET FOR ROAD.
PARCEL B:
WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH,
RANGE 4 EAST, W.M.;
EXCEPT THE SOUTH 272.5 FEET THEREOF;
AND EXCEPT THE NORTH 264 FEET THEREOF;
AND EXCEPT THE WEST 30 FEET FOR ROAD.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS Page 7
CA File No: 04-2-4
Critical Areas Checklist
'ite Information (soils/ topography/ hydrology/vegetation)
1. Site Address/Location: 2- 1 Avc Li dr
2. Property Tax Account Number:
:a�i N QT 003 0911- 00
3. Approximate Site Size (acres or square feet):
4. Is this site curr ently.developed? yes;
_(nno.)
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a. horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of yea r-round standing water: 4)0 Approx. Depth:
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a watercourse.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
0� aa�r*g Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urbanlan dscaped (lawn, shrubs etc) .6s b+0 9 Kt fjudk
11-.- � Obvious wetland is present on site: 9-tcl4sog& 64,--�c 7
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned? C CT 14
3. SCS mapped soil type(s)? Fj- At6ar,-mk-LA-fe- I &-A e�-e
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
6 ;-(A
5. Site within designated earth sui6sidence landslide hazard area? Mo P W4 ,4 r-1:' 4-OL. lo,4
L-� W4 P"'�)'.
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed by:- Date: 31111.,4-
V
4,FPZ6
I OV ED&
...4k
:�, City of Edmonds
P Development Services Department
Planning Division
Phone: - 425.771.0220
%gra Fax: .425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpos e of the Checklist is to enable City staff to
,determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to. complete the Checklist should be easily
available from observations -of the site or data available.at...-
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received: (14 U-t
City Receipt#: Is NO(O
Critical Areas File M
Critical.Areas Checklist Fee: $135.00
Date Mailed. to Applicant:.
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City . will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
spec.i.fic piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/herlits heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, def6d and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/h&/its agents or employees.
By my signature, I certify that the information an d exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to. file this application on the behalf of the owner. as listed below.
SIGNATURE OF APPLIcANT/AGENT
I
DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the Public officials and the staff ofthe City of Edmonds to enter the subject Property for the
purposes of inspection and. Posting attendant to this application.
SIGNATURE OF OWNER DATE
Owner/Applicant: Applicant Representative:
Name
Street Address
city State Zip
Telephone:
Email address (optional):
Name.
Street Address
City State Zip
Telephone:
Email Address (optional):
Critical Areas Checklist.doc/4.22.2003
Critical Areas Checklist.
C A !File No: :4
' )ite Information (soils/ topography/hydrology/vegetation)
1. Site Address/ Location:
3.
4..
Property Tax Account N
OnwUlc 1CCLI. I I I 'y_
Is.this. site cuffently,developed? yes, rho
if yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat- less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes pres ent. on site of.more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site cont . iins areas of year-round standing . water: ko Approx. Depth:
Site contains areas of seasonal standing water: Approx- Depth:
What season(s) of the year?
8. Site is -in. the floodway _1_\JJ& floodplain of a water course.
-9
9. Site contains a creek or an area where water flows across the grounds surface? Flows are ye ar-round?
Of Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban Ian dscaped (lawn, shrubs etc)
Wadk
11- Obvious wetland is present on site: 6atAo-fP_ 7
City Staff Use Only
1. Plan Check. Number, if applicable?
2. Site is Zoned? C G - C-11a"
3. SCS mapped soil type(s)? Ej - A ,A c.-y" Z - 9
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
rt . tvc a.
at-"4 A
W4
5 Site within designated earth subsidence landslide hazard area? 5
W4
DETERMINATION
STUDY REQUIRED Vol', WAIVER
Reviewed br.— Date: 31ul&4-
Critical Areas ChecklisLdod4.22.2003
grezo
-C. 16-7
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425..771.0221
The Critical Areas Checklist contained on this form is.to
be filled out by any person preparing a Development
Permit Application* for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to. complete the Checklist should be easily
available from observations- of the. site.or data available.at
City Hall (Critical areas inventories, maps, or soil
surveys).
Pate Received: U L*'T I %--T
City Receipt#: "V*NotO
'Critical Areas File #0
Critical.Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must fill. out the checklist, sign and date it, and submit it
to the City. The City will review. the checklist� make 'a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, alon
. g with the signed copy
of this' form to assist City staff in finding and locating the
specific piece of property described. on this form. In
addition, the applicant' shall include other pertinent
information (e.g. site plan, topography.. map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration onthe. processmg of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including . reasonable - -
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate c, 4.
incomplete information finnished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the fi_ifdFmktion and exhibits herewith submitted are true and correct to the best of my
knowledge and that. I am authorizerto. file qs app#Z*6"on the behalf of the owner.'as listed below.
SiGNATuREoFAPPiLicANT/AGENT';K7---�( DATE
Property Owner's Authorization I Ii
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and -posting attendant to this application.
SIGNATUREOF OWNER DATE
PLEASE PRINT CLEARLY
Owner4A� �Pncant: "C int Reprpo�%ative:
Naine.
Ad 12
VV
Street Address Street Address
City' State zip State zip
Telephone: 2-P(P- 3&3'0a3J_
Email address (optional):
L
Telephone: t " �
Email Address (optional):
Critical Areas ChecklisLdoc/4.22.2003
7.
22751
22430
0
7533 Me
,IAVEW
7503
7512
2817 7505
x 421
7420
w7v
7415 0
7414 :74TH PL W
7412
7409 7409
3
0 0
74'
7403
1329 7330 7320 1327
7323
J�' 7, Ill 5
7320 7322
RDPLW
7207 MIS
730
7205 7206
7205
7205 7204 7203
7201 D I-L
;"03 22425 72,2
7207
7108 7110
C13 7108 7109 7206
7106 7107
NW TRACTION RM
104
7102 7103 7105 Brookside
5 7010 C" 7101 — 7118
0) 0 0
= CD
7008 'a >
7007 on) 7076
1-5 RL 0
(D 7030
-14 7-
7003
0 to 7020
7001 M =r
m 9-
m 70 AVE W
0 CD
22705 6908 6909 0 6920
6907
6900
6904 "05
902
Gal 6901 6012
0
r iril 6m 0 0 6908 UL-
1:1 1 Goo a
0 M
Z� 68
i68TH w x X 6902
68 r3
solo
6707 6708 703
is A
0 65069.[filq, s !�r1qM§Z"ps
:?n .. �qas\Plat\TIF\QI6506 Tif]
............ .. g ................................... 9� ....
-4.
ItEm I bais
MIA.
4
I'llch=k to'�rtr'c'cfors Ific.
Job# 106 36326 Notes:
Aumet I V1 Rob IngI 1. All signs and spacing to conform
4'.. to the MUTCD and City of Edmonds
4 It
U.S.,
MOM
a"If
M LHOW
Iraffic Control specs.
2. Channelizlng devices are 28"
traff Ic cones. 1 1
3. Al signs are 48" x 48" B/O unless
otherwise specified.
4. Alert affected residents.
5. Work area will be 250'S of CA
of 228 St SW & 24'W of CA of
76th Ave W
d33V
4-
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. % i Permit No: S
City of Edmonds
i A/
Rtufff-OF-WAY,CONSTRUCTION PERMIT Issue Date: —W - olq
A. Address or Vicinity ofConstruction: y C_ L.A)
-71-.7 Le
B. Type of Work (be specific):
,;,3 '9 ---) I S W
C Contractor:
Mailing Address:
State L icense #:-?I L_ C_�-
City Business License #:—
Phone: C-3 0 (P - -) I & - 0,a, -,-� 9
Liability Insurance:— Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
Y
E. R Commercial
Subdivision E] City Project E] EUC (PUD, VERIZON, PSE, COUCAST, OVWSD)
Multi-Fan-ffly Single Family Other
INSftCTOR:,. .
x
F. PAVEMENT CUT: YES' NO: G.,t,,7: ISIZE Oi.'CUT
CONCRETE CUT: F1 YES F'NO
G. 1E] Mail A�pproved Permit Call for Pickup
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
EdmoVds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FORISSUANCE TO THEAPPLICANT.
NZ� Jraf!�c control., and public -safety shall be in -accordance with City regulations as required by,the City Engineer. Every
flaggdr Must be trained as requi red I by (WAC) 296- 1 55-305 and must have cer tification verifying completion of -the
required training in their possession.
Restoration is io be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABO VE STA TEMENTS ' AND UNDERSTAND THE PERMIT REQUIREMENT SANDACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date: Lot - o,./
(Contractor or Agent)
WCITY
-ONLY -
VSR
0
Y T_
Approved by:
e ZZ,
Time Authorized: Vbid-Anfter, Disfuptildth�:Feeltfuhd. 1-14
on Olt"
TRC 691�190L- to
Special Conditions: 7TAW
ota*lF . tK
AtTW iAnftl 51 se-r8#d�_ 'T lee-., 757.
0 1 - r V U -f / L �*p S 2 6 V;VVSE� ifu, � 9 R, Receip'.t.-N6
1siued+*.,
S7)*W",10_r (~yJ9PF_ -ra Jxk ac AgAlvlw."O'��
REQUIRED INSPECTIONS:
Call 425-771-0220, Ei
FINAL APPROVAL OF PERMITTED WORK: .0
Is $ignature
NO WORK SHALL BEG
CADocuments and SettingsTurtisNy Documents\Fomis\Engnmg\ROWpemit—.doc
%
request line.
DATE:
Rmsed 10i01103
.4
Permit No: c�-)6V5_
City of Edmonds
"RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: alOR15-1,1�60-r-
A. Address of Vicinity of Construction: c9 ra -2 7 7tv 0- u e- C_J
A I ktDTC�,
B. T )e of Work (be specific)--LU
ev UJ C C_ IV 0 .1 J
In/
Sk
q%u alL,
a� 76, 0_uz�, -bo,w- Ac,�e_ ko�a,
33 �D
V, f- U I C, q ,J-e-,c y'n
U
- qnQ Ll - C� 9,0 9
Cl�'k_AV\ &t(
C. Contractor?,
Contact: Ct,)U__Q_ 8
Mailing Address: VAO kta- a U
Phone: .-�6 co -QI - qj) -3 9
State License
L CF_ 161 �IV) v'A-
Liabi Bond: $
lity Insurance:
D. Building Permit (if ap�plicable):
-Side Sewer Permit # (if applicable):
E. Commercial
Subdivision
CityProject EUC (PUD, VERIZON, PSE, T, OVWD)
Multi -Family
Single Family
Other
I�A v-�
Apc
colytccee
F. PAVEMENT CUT: (9 YES El NO G. SIZE OF CUT x
CONCRETE CUT: M'YE& P-NQ
INDEMNITY. Applicant understands by his/her signature to this application. helshe holds the City of Edmonds harmless firom
injuries,. damages or claims of any. kind or description whatsoever, foreseen or unforeseen, that may be made againsi the:, CitY 'Of
Edmondi or any of its departments or employees,- including but not limited. to the defense of any legal proceedings including defense
costs and attorneyJees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD 6F ONE YEAR FOLL099NG THE FINAL';.
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES HILL BE HELD UNTIL THE FINAL STREET PATCHIS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WfLL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. - -
-,Traffl' control and hall be inf,
c public safety s accordance with City regulations as required by the City Engineer. Every
flagggF. must be trained , as reqt!ired by.(W.AC) 296-155-305 and must have certification verifying..completion,. of .the
requir7id training in their possession.
Restoration is to .,be ..in -accordance with City codes. All street -cut trench work shall be patched with asphalt or City-
-t—i.1 Anr *A tho antinf th., WAr1rda — NO EXCEPTIONS
Three*sets of construction drawings -of proposed Work are required with the permit applic�tion.
CAL-L'DIAL-A-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK;'
I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTA�VD THE PERMIT REQUIREMENTS AND A CKNO WIL-EDGE
THA T I MUST MA KE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date:
(Contractor or Agent)
W,
FOR CITY USE ONLY
Approved by: ly;nl a_ Right-of-way Fee-1#16e.
1219�12CK,05 Disruption Fee/ Fund
Time.,'Authorized: Void After r-T
R"
Sp�,cial'Co-nd'i�tion'g:','r,;r..STbtZ
rw
or'7-r#e cs-, iNj r)� no
Al 6: g-r A stjc�-e_ #3 L;k�, v4mTotal
ZAu r-oie.-I jo6w c-
_X A 17TS p o: ut,,Cp vrIzi r1ge-S Receipt Nov in
?05f A I / 4r� Rr,6-si 04 6-2 . IVA iwTA i At 6*A41N r Issued by.,
RAr.,K- F-yeaq A t I c, i ry or 457-Vk oy4a t,/ n /.V,p ot&4. M.. r�'l C.....A -D e
UPON COMPLETION OF PERMITTED. WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 8,0 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE -0210, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:
I' ector's Signature
For inspection requirements see Engineering Inspection Information handout.
N
f,
e'.
DAMy Documents\Forms\Engnmg\ROWpermit_.doc
F PlIchu('3. Cont actors Inc A Aqs�
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Aumet I of I 1�
'Rob In' 1;4
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anNIF
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YX 6'
WORK AREA
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a
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WORK AREA
TRAFFIC FLOW
ARROWBOARD
FLAGGER
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SIGNAL LIGHT
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Notes:
1. All signs and spacing to conform
to the MUTCD and City of Edmonds
Traffic Control specs.
2. ChannelizIng devices are 28"
traffic cones.
3. All signs are 48' x 48" 0/0 unless
otherwise specified.
4. Alert affected residents.
5. Work area will be 250'S of CA
of 228 St SW & 24'W of C/L of
76th Ave W
228th ST SW
CHANNELIZAMON DEIVICE SPACING
W14
MR
ItANGENT
5W70
40
1 80
35/45
30 __160
25/30
20
1 40
Q I 65069.ffi!q,
................. :M�g ..
FM
............................................ or
............
TIN