22511 HIGHWAY 99.PDF11604
22511 HIGHWAY 99
TO
PoRm.rox 41
SUBJECT:
*TER -OFFICE COMM*41CATIONS
X -2 71
DATE
FROM
7z
TO
F13RM 41 - LITTLES
0 OTER-OFFICE COMMUGATIONS
FROM
�4 I
DATE May 13 1 c3 71
Ron Whaley I Sue Dana
SUBJECT: Fire -line meters for Doce's and K-Mart:
The readings for the above fire -line meters are as follows:
Docets North End Store
24101 Highway 99
Edmonds, Washington
Account # 59-13-1
Present: 02570 (Reading Date -May-11, 1971)
Previous: 00973 (Reading Date -March 8, 1971)
Consumption: 1597.6c' ;2 5
K-Mart
22511 Highway 99
Edmonds, Washington
Account # 59-59
r
Present: 01617 (Reading Date - May 11, 1971)
Previous: 01039 (Reading Date -March 8, 1971)
Consumption: _5�8 6 0
O/Y
J*/TO
o n
*TER —OFFICE COMMONICATIONS
DATE September 22, ic
.3 67
FROM
RON LE I F
J
SUBJECT: Traffic Counts at 76th Avenue West & Highway 99
The following traffic counts were taken between the time of
3:00 - 6:00 p.m. Don't know what day. Leif may know.
Going south on 76th and Highway 99 was 893.
Going north on Highway 99 and turning west on 224th was 1181.
Al 6
Z/?o -7/
*TER -OFFICE COMM041CATIONS
DATE
TO FR
SUBJECT:
PLANNING DATA
Multkenant Building
Business License Information
BUILDING NAME:L
Rr:6�
ADB FILE
SITE ADDRESS:_9,a5tj
ZONING:
C7
BUSINESS NAME: tA
01 —SUITE NO.
USE(S) PROPOSED:
ALLOWEV:
Legal Nonconforming Land Use Determination Issued(Y/N). CUP File:
PARKING: Use:
No. Spaces Required:
X_ (floor area, # employees, etc.)
BUSINESS NAME:
SUITE NO.
USE(S) PROPOSED:
ALLOWEV:
Legal Nonconformi Land Use Determination Issued(Y/N) CUP File:
PARKING: Use:.
No. Spaces Required:
x 13 Qq:?
(floor area, # employees, etc.)
BUSINESS NAM
pj SUITE NO.
-'—ALLOWED?:
USE(S) PROPOSE
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:.
PARKING: Use: fZ-7r=--TA m_
No. Spaces Required:
x P MIX,
(floor area, # employees, etc.)
BUSINESS NAME: fZAt-4Cjj 04 �-A 0_x V�A+ SUITE NO.
USE(S) PROPOSED:
ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use:E4 L. I
No. Spaces Required: 1,7�00
X 5 �$6 6n
(floor area, # employees, etc.) = - 1 -11
�USINESSNAME:(',(�j(,,,t,31-szo, —SUITE NO.,
USE(S) PROPOSED: LDiaq_o:�!5S SMW�E, ALLOWED?:
Leaal Nonconformind-Land Use Determination lssued(Y/N) CUP File:
PARKING: Use:. 1Z C-7 -r.4, No. Space's Required:
x (floor area, # employees, etc.)
BUSINESS NAME:,tN,, SUITE NO.
USE(S) PROPOSED: W ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use: L.- . No. Spaces Required: Q_
X 10 -7!5, ta (floor area, # employees, etc.)
PARKING:
Total Required:
Actual Provided: Lj 14 'j� 9P
OTHER:
Plan Review By:_!S!C!,
\ 0 CA
L\Lib�PLANDAC_BUSLic
PLANNING DATA
Multkenant Bu
Business License Information
BUILDING NAME:L.,Ck)gQ IV-,. ADB FILE#:
SITEADDRESS:- QaG11 CACJ ZONING:
C17
BUSINESS NAME: P2" A. —SUITE NO.
USE(S) PROPOSED: ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use: 1-2- �FA�l k I— No. Spaces Required:
X 2& S 62 (floor area, # employees, etc.) 4. cc -7
BUSINESS NAME: SUITE NO.
USE(S) PROPOSED:f ALLOWED?:
)FITt
Legal Nonconforming Land Use Determl on Issued(Y/N) CUP File:
PARKING: Use: N o. Spaces Required:
x
�,q JL (floor area,# employees, etc.)= t4
BUSINESS NAME: J��, Wo i r C44iO -SUITE NO. 1 1
- jAr ALLOWED?:'
USE(S) PROPOSED: & -.,� lt4el
Legal Nonconforming Land Use Determination-issued(Y/N) CUP File:
PARKING: Use: C-C No. Spaces Required:
x 1(25 -1, (floor area, # employees, etc.)
BUSINESS NAME: SUITE NO.
USE(S) PROPOSED: ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File -
PARKING: Use: No. Spaces Required:
x (floor area, # employees, etc.) = N,
BUSINESS NAME:
USE(S) PROPOSED:
Legal Nonconforming Land Use Determl
PARKING: Use:
KI
(floor
SUITE NO.
ALLOWED?:
Issued(Y/N) CUP File:
No. Spaces Required:
rea, # employees, etc.)
BUSINESS NAME: SUITE NO.
USE(S) PROPOSED: —ALLOWED?:
Legal Nonconforming Land Use Determination Issbkd(Y/N) CUP File:
PARKING: Use: NkSpaces Required:
x (floor area, # eftloyees, etc.) =
PARKING:
Total Required: ii�� 75pn-CJ2�0
Actual Provided: 14 4 SMeja rn,
OTHER:
lq� Oct
Plan Review By:_
L\Labrar3AIPLANDAC�_BusLic
pp- '3
F�)
jt4vrr,!ZL -1 wic I A lo tC'-) C-7 SCOV'04V CAVW
+ ji'�P(Ae -Ac�� su Ac.,
-'.,fiwCJC) -0 LAO U-Crxx-e SIO
tA--2-jla+ -5a - . 3-Lo
�kslasl fqg%sl -N-C-esl ek-c-cel 41-4agat A 017s-c
T-g =1
LJ
....... . ..
_J11
17
",Lill
4.
, ti
1:
1� le Lb
tq LLST
Tenant
Vacant
Pho.corn
BCD Tofu House
T&T Seafood
T&T Seafood
A to Z Nails & Beauty Supply
China Porcelain
AAA Pacific Herbs
99 Ranch Market
Jewelry Depot FU
Glow Cosmetics
Umeken (Health)
MIMI (Fashion)
Vacant
Vacant
Bayside Wireless
DA Tang Foot Spa
China Porcelain
Visionaire
99 Hair Nail Center
Rite Aid
Bigfoot Java
Tasty Thai
Star Hair & Nails
Games, Comics, & Cards
Payless
Stalls Required
Stalls Provided (per plan)
Per Plan Excess Stalls
Stalls Eliminated by Bigfoot & Rite Aid
Remaining Excess
Triple K Family Ltd Parcel Stalls
TotalExcess
Unit Suite SF . Use 1 Stall/ Stalls Required
22511 100 1,890 Restaurant 200 9
22511 101 2,440 Restaurant 200 12
22511 102 1,023 Restaurant 200 5
22511 103 2,975 Restaurant 200 15
22511 104 1,394 Restaurant .200 7 pvv-k
22511 105 1,394 Retail 300 5
22511 106 1,156 Retail 300 4
22511 107 Retail 300 4
22511 108 53,269 Retail 300 178
22511 108A 366 Retail 30 1 1
22511 108B 300 Retail 302 1
22511 108C 275 Retail 303 1
22511 108D 244 Retail 304 1
22511 108E 259 Retail 305 1
22511 108F 259 Retail 306 1
22511 109 1,082 Retail 300 4
22511 110 1,080 Retail 300 4
22511 ill 1,392 Retail 300 5
22511 112 1,392 Retail 300 5
22511 113 1,392 Retail 600 2
22515 - 22,200 Retail 300 74
22519 - 500 Restaurant 200 3
22611 103 1,641 Restaurant 200 8
22611 102 1,184 Retail 600 2
22611 101 1,650 Retail 300 6
22611 - 3,000 Retail 300 10
368
448
80
55
25
41
66
(W.
co a%5
I-V
!�<
-IJ
a m
� 71,1
"J I
-t
P 1 '91
fy-
10,
r
0
0
RECEIVED
MAR 2 8 2003
ENGINEERNG DIVISION
CUES
Site Data for Project: MH 68-14 TO MH 57-14
City of Edmonds
7110 210th St. SW
Edmonds, WA 98026
(425) 771-0236
Site ID
city
Street
Date Time
EDMONDS
22,516 72ND PL W
1 03/27/2003]1 12:49:09
M.H. Start
58-14
Pipe Size(in)
8
Sec. Igth
F— 8
M.H. Stop M.H. Depth Starting Ftg. Final Ftg
57-14 F-9-6 +172.6
Type of Pipe Direction
F— Concrete WITH FLdV-�
Comment
Observation Data
Obs ID Ft LD Cateaory Catmorw Diptaile rinr1rPne qawr I w Phi in Oki in wmi in %r-ain r--^-&
Ac�
t�
1
5.0
Service Conn.
Abandoned
t3 O'Clock
PhI891
2
23.3
Service Conn.
Connection
t3 O'Clock
PhI892
3
154.4
Service Conn.
Connection
y3 O'Clock
Ph1893.
end of run
Page I of I -
A
PE ;
cc__: u E S 1*
City of Edmonds
7110 210th St. SW
Edmonds, WA 98026
(425) 771-0235
Site Data for Project: MH 52-14 TO MH 51-14
Site ID
city
Street Date Time
1�F—
EDMONDS
I F— 73RD PL & 224TH
J 03/27/200-3-11 10:32:26 A7M
M.H. Start
52-14
Pipe Size(in)
12
Sec. Igth
r-4
M.H. Stop M.H. Depth Starting Ftg. Final Ftg
51-14 F-7. 0 F —+155.2
type of Pipe Direction
F— PVC JAGAINST FL-O7W
,Comment
Observation Data
Obs ID Ft LID Catanorw Catmnrw flpfaik e-k-.t-kPn-t qpwr I w Phi in Phq in w�iwn %rwin T--1--#
f%�
1
4.0
Service Conn.
Roots
t3 O'Clock
Phi 871
ROOTS COMPLETELY BLOCKING LATERAL
2
83.6
Service Conn.
Connection
it I O'Clock
Ph1872
3
89.6
Service Conn.
Connection
y3 O'Clock
Ph1873
4
126.2
Service onn.
Abandoned
t3
Ph1874
5
155.2
Other
end of run
I
I
Page I of I
0
cc_: u E sa*
City of Eftonds
7110 21 Oth St. SW
Edmonds,,WA 98026
(425) rM -0235
Site Data for Project: MH 52-14 TO MH 52A-14
Site ID
city
Street Date Time
1
F-
EDMONDS
=F—
73RD PL & 224TH
1 03/27/20031 11:09:18AM7
M.H. Start
52-14
Pipe Size(in)
12
F-
Sec. Igth
F-4
M.H. Stop M.H. Depth Starting Fig. Final Ftg
52A-1 4 F- 7.0 2.0 F—+4.0
Type of Pipe Direction
F— concrete WITH FLO�W
Comment
F--
J
Observation Data
Obs ID Ft LD Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID
14.0 1 1 Other - I end of run I I . 1 .1
Page I of I
VidlD
Comment
cc: u E E54*
City of Edmonds
7110 210th St. SW
Edmonds, WA 98026
(425) 771-0235
Site Data for Project: MH 62A-14 TO MH 51-14
Site ID
city
Street Date Time
1
F—
EDMONDS
I F— 73RD PL & 224TH 1 03/27/200311 10:21:30 AM7
M.H. Start
52A-1 4
Pipe Size(in)
15
F—
Sec. Igth
F-12
M.H. Stop M.H. Depth Starting Ftg. Final Ftg
51-14 7F— 7. 0 1 F —+7.0
Type of Pipe Direction
PVC IAGAINST F
Comment
Observation Data
Obs ID Ft LD Category Category Details ClockPos Sevr Lv Phl ID Ph2 ID VdipID Vidll) TapeCnt Comment
17.0 1 1 Pipe Problem I under water I I I I I I I ITOO MUCH FLOW TO TV, CAMERA UNDER WATER
Page I of i
0
0
14 ECAJES -
City of Edmonds
7110 210th St. SW
Edmonds, WA 98026
(425) 771-0235
Site Data for Project: MH 51-14 TO MH 62A.14
Site ID
city
Street Date Time
7F
EDMONDS
IF— 7328 224TH SW
03/27/2003� 1 09:10:40 AM7
M.H. Start
51-14
Pipe Size(in)
12
Sec. Igth
F-12
M.H. Stop M.H. Depth Starting Ftg. Final Ftg
52A-1 4 F— 9.6 2.0 —+20
Type of Pipe Direction
E— Pvc WITH FL-0—W--J
Comment
Observation Data
Obs ID Ft LD Category Category Details ClockPos Sevr Lv Phl ID Ph2 ID VdiplD VidID
12.0 1 1 Other I end of run I I 1Ph1851 I I I
Page I of 1
Comment
UNABLE TO PROCEED DUE TO PIPE MAKES A
EC I J E: S
Is -
City of Edmonds
7110 210th St. SW
Edmonds, WA 98026
(426) 771-0235
Site Data for Project: MH SOD-14 TO MH 51-14
Site ID
city
Street Date Time
1 --Jr—
EDMONDS
IF—KMART METER STA.
1 03/27/200-3-11 08:29:55 AM7
M.H. Start
5OD-1 4
Pipe Size(in)
12
F-
Sec. Igth
r-4
M.H. Stop M.H. Depth Starting Ftg. Final Ftg
51-14 —1 1 7.6 1 1 +179.1
Type of Pipe Direction
F—Concrete WITH FLO�W
Comment
Observation Data
Obs ID Ft LD Cateqory Cateqory Details ClockPos Sevr Lv Phi ID Ph2 10 VcliDID VidlD TaDeCnt
1
48.3
Service Conn.
Abandoned
t9 O'Clock
Ph1841
2
138.9
Service Conn.
Connection
t9 O'Clock
Ph1842
3
145.0
Service Conn.
Connection
t3 O'Clock
PhI843
4
158.8
Pipe Problem
under water
5
end of run
Page 1 of 1
;005 0505
`17 --F Fl-
EDMONDS
P, Ji-"14� F. "Tvy' F N�!
:WORK,,.'-
;ADDRES
OWNER
APPROVEU DATE-�, 4-
BLDG. OFFICIA��
PF laapil M9 MBER
1 71=011
1.48 1.72 1.34 1.72 1.78
1.43 1.43 .49 1.01 1.03 1.64
Total square footage =
APPROVED BY PLANNING
L5--/c�Zf
11
W
C=)
> Cl%i
1� Ln
w
U
W
0�
M
LU
F-
0
C-)
F-
m
Cl=
LU
CL
1.4 1.64 1.07
1.07 1.34 1.34
V,
V, k
22.93"s
77 -
M11 Noon tube supports SPECIFICATIONS
Illuminated Channel Letters on Raceway
Power Source
within Toj Igle
Ul-Approved SM itch Letter size: 18in X 5in
Conduit Letter color Green
ondult
,Pwxi-glass Illumination source: 15mm white neon
Return and trim color for all: Black
Raceway painted to match wall color.
Raceway Sign weight: <250lbs
318' x,3"
Lag Bolt Total Signage = 25.5'sq.
Install raceway using 3/8in X 3in lag screws going
3W housing through stucco siding into structural member.
Transformer
Aluminum Return Neon RECEIVED
P - A 52005
R
PERMIT COUNTER
U-13
Site address: 22511 Hwy 99 # 113, Edmonds
91
Q4
K)
'b
\Z3
Z:
rN
Lv
rt
\2- �R
Fr 1/' TiTFFM
VED
PERMIT COUNTER
LtA Wtlflk-- V-OLVI CM 6t CA C'i 914 V1
LI(8,v FINAL PROJECT APPROVAL FORM
V
L&4C/Y�) 61 V--e-, TO:
FINV- now7noi-gr DATE:
-::� ac, cAF p rD-V-(-
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM
PROJECT
SITE ADDRESS
PLEASE SIGN
FIRE DEPARTMENT DATE
ENGINEERING DIVISION DATE
PLEASE SIGN
PLANNING DIVISION DATE 1-2-10Z,1W05-
PLEASE SIGN
9-3
PERMIT # Bft DATE INSPECTED
DESCRIPTION OF WORK TO BE INSPECTED &,//��Yu
A field inspection was conducted to determine compliance w6ih approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
GRANT FINAL PROJECT APPROVAL
a Fpmvt4 I ot s V1 p [ A 0 ( A p 15 — 2-0 0 2,- 13 LO
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
El Copy of CONDITIONS given to owner/contractor by inspector
I . -
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
0 Copy of CORRECTION NOTICE given to owner/contractor by inpector
I .
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Signature
Ltemp:bldg: forms: ocaprvl 3/25/04
From... NW C�qmm Real Estate Serv. Inc. PHONE No. 206 746 6595 Jan.27 1992 10:315AM P02
After Recording Return Tb:
Mark C. Wolf . STREET FILE
15015 Main Strcet, Suitc 202
Bellevue, Washington 98007
DECLARAXION OF-MBEKENTS : I E. #0520 it)
RECD F 12. Oct
14. 00
THIS DECLARtATXON is entered into as of this day of August,
19 9 1 by rRAKKLTN-iMbKoiNDs L. P. , a Ca I i f orn I a i ited partnership
("Franklin").
A. Franklin is the owner of Parcels A and B, as more
particularly described on Exhibit A attached hereto (colleQtively
"Property") . I
B. Pranklin wichos to establich certain easements over
portions of Parcel A for the benefit of Parcel B.
NOW, THEREFORE, Franklin doer. hereby declare and establish the
cauements'hereinafter set forth subject to which the Property shall
be held, transferred, and conveyed by Franklin, its successors and
assigns.
FS1. Definitions. For the purpose of this Declaration, the
eXIM "Parking Area" shall be defined as all paved parking areas and
ingress and egress ways now or hereinafter existing or established
from time to time on Parcel A. The Parking.Area shall be subject
— to easements- for the construction, installation, maintenance,
FD removal, use and replacement of utilities', either now existing or
_ hereafter granted by the owner of Parcel A; provided, however, that
CF) the location of any utility easement shall not interfere with
easements granted herein.
2. Easements. rranklin hereby establishes in favor of and
grants and conveys to the owner of Parcel B, and the lessees,
sublessees, licensees and other occupants of Parcel B, and their
customers, contractors, employees and invitees, a non-exclusive
easement for ingress, egress and passage of pedestrians into, out
of, on, over and across the Parking Area on Parcel A; an exclusive
easement for the parking of twenty five (25) vehicles in that
portion of the Parking Area on Parcel A at the approximate location
depicted by crosshatching on. -Exhibit B; and an exclusive easement
tor the construction of up.to two (2) trash enclosures on Parcel A
adjacent to the building to be constructed on Parcel B, but not in
excess of three hundred sixty (360) square feet in area, in the
aggregate, together with - a non-exclusive. easement for access
thereto and egress therefrom.
3. Maintenance. . The owner of Parcel' A shall maintain and
keep lighted during the hours required under leases of Parcel A the
Parking Area located on Parcel A, which maintenance shall include
cleaning, including. snow removal, sweeping, spraying and litter
20491001:08/12/91 -.mSC546 DECLEASE
EXCISE TAX NOT REQU18ED
KIng CO. Rocor* Mirion
Jan.27 1992 10:376AM PO4
From NW C�mm Real EState Serv. Inc. PHONE No. : 206 746 6595
pickup; repairs and maintenance of the curface areast inQluding
repainting parking stripes and directional . graphics, ancl
racurfacing and repairs to abutments; and repairs and maintenance
of signs,. directional devices and lighting standards, inclu.ding
cleaning, painting and replacement. The owner of Parcel 5 shall
reimburse the ownor of' Parcel A for the former's share of such
maintenance and lighting costs on a monthly baui3 within ten (10)
days of the receipt of an invoioe'therefor. The Parcel B ahare of
ouch coato shall be in the ratio that the area of the building on
Parcel B bearr, to the area of building on both Parcels A and B.
4. Taxes. The owner of Parcel A agrees to pay or cause to
be paid prior to delinquency, directly to the appropriate taxing
authorities all real property taxes and assessments which are
.luvied against the Parcel A Parking Area.
5. Indemnity. Each owner of each Parcel shall indemnify,
defend and hold the owners of the other Parcel harmless from any
liability, damages, expensess, causes of action, suit, claim or
judgment arising from injury to persons or property occurring on
the first owner�s Parcel, except to ' the extent caused by the act or
neglect of another Parcel owner or its tenants, . employees,
cc contractors, guests or invitees.
�i 6. Liens. The owner of Parcel B shall not take any action
which will result in the filing of a mechanic's or materialmen's
lien against Parcel A.
Cn 7. gUf9rc%ment-
(a) Enforcement of the provisions of the Declaration
shall be an appropriate proceeding at law or in equity against any
person, corporation or other entity violating or attempting to
violate said provisions, either to restrain such violation, to
enforce liability, or to recover damages, or by any appropriate
proceeding at iaw or in equity against the land to enforce any lien
or charge arising by virtue hereof, as provided'for more fully in
paragraph 7(b) hereof. Franklin shall not be liable for
enforcement of or for failure to enforce. said provisions and
failure of Franklin or of any owner or occupant to enforce any of
the provisions of the Declaration shall in no event be deemed a
waiver of the right to do so thereafter.
(b) if an owner or occupant fails to comply with the
provisions of the Declaration, Franklin may notify said owner or
occupant of such conditions, in writing, and if it doesso, shall
detail, in writing, any and all work which must be performed 'by
said owner or occupant to bring said Parcel into compliance with
the provisions of the Declaration, and Franklin shall allow thirty
(30) days, then in that event Franklin shall, *in addition to. all
2049/001:08/12/9i;"SC546 DECLEASE
Fron ', NU Ccpm Real Estate Serv. Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:376AM P03
other ram6dieg it may have at law or in equity, have the right to
perform such obligation on behalf of the de.faulting owner or
ioccupant.and be reimbur3ed by such defaultincJ 0W11ur7 for the cost
thereof with interest theveon at the rate ot eighteen percent (18%)
per annum, but not in excess ok the maximum rate then permitted by
law. Any such claim for reimbursement, together with interest,
shall be a ecoured right and a lien 5hall attach and take etrect
upon recordation of a claim with the Snohomish County Department of
Records and Elections. The lien ahall attach from the date or
recordation in the amount claimed thereby,, plus costs of
enforcement including attorneys* fees, and it may be enforced in
any manner allowed by law for the foreclosure of lie".
Notwithstanding the foregoing, such lien shall be subordinate to
any mortgage or deed of trust given in good faith and for value now
or hereafter encumbering the Parcel and any purchaser at any
foreclosure or trustee's sale (as well as grantee by deed in
foreclosure or trustee's sale) under any first mortgage or deed of
trust shall take the Parcel, free and clear from any such then
existing lien, but otherwise subject to the provisions of the
declaration. The failure of Franklin to insist upon the strict
performance of any of the prom.ises, -covenants, conditions,
restrictions of agreements herein, shall not be construed as a
waiver or relinquishment for the future breach of the provisions
hereof.
8. Rights -and - Obligations of Lenders. The charges and
burdens of the Declaration are and shall at all times. be prior and
therefore superior to the lien or charge of any mortgage or deed of
C7) trust hereafter placed thereon. However, a breach of any of the
easements, covenants, restrictions or conditions thereof shall not
defeat or render invalid the lien or charge of any mortgage or deed
-of trust. The superiority of the Declaration shall be LIMITED to
the extent that title to any property acquired through sale under
foreclosure of any subsequent mortgage or deed of trust ef f ected by
powers of, sale, judicial proceedings, or otherwise, shall be
subject to all the charges and burdens affecting the property by
virtue of the Declaration, but not any lien filed under terms of
paragraph 7 hereof subsequent to the date of -the mortgage or deed
of trust.
9- puration. Modification and Termination. The easements
hereby granted ' thd restrictions hereby imposed.and the agreements
set forth in the Declaration shall run with and bind the land
within the Property and shall be and remain in effect, and shall
inure to the benefit of, and be enforceable by Franklin or the
owner of - any Parcel, their heirs, personal representatives,
successors and assigns and persons claiming through or under this
for a term of fifty (50) years from the date the Declaration was
recorded. The Declaration may be amended by Franklin, acting alone
prior to the transfer of title to either Parcel A or Parcel B by an
-3-
2049/001:08112/91:MSC546 DECLEASE
From': NZJ.Comm Real Estate Sei-v- Inc. PHONE No. : 206 746 6595 Jan.27 1992 10:377AM P05
instri.impnt in �rriting, properly executed, acknowledged alld f iled
with the Snohomish County Department of Records and Elections, but
guch- amendment shall not deprive any then -existing owner'*, or
'occupant's rights* to use its Parcel for purposes consistent with
the Declaration.
10. Saveretbility- Invalidation of any one or more of the
proviaions of the Declaration by judgment or court order shall in
no way affect any of the othar provisions hereof which shall remain
in full force and affect.
11. DigalaimQr. Franklin will not be liable to any owner,
occupant or to any other party for dazages, losse3f liabilities or
expenses suffered by reason of a mistake in judgment, negligence,
or nonfeasance arising in connection with any*dpproval, disapproval
or nonfeasance arising in connection with any approval, disapproval
or any other action in connection with the Declaration or
nonenforcement of any of the provisions of the Declaration.
cc 12. Release -from Liability. Franklin and owner or occupant
C%,j shall be bound by the Declaration only.. during -the period su. ' ch
person is. an owner or occupant, except as to obligations,
liabilities or responsibilities that accrue during said period.
�2 Although persons may be released under this paragraph, the
Co covenants, conditions and restrictions in the Declaration shall
continue to be benefits and servitudes upon the Property running
with the land.
13. Reservation. Franklin reserves for himself and the
successor owner of Parcel A and their personal representatives,
heirs, assigns, lessees, sublessees, licensees and other occupants
of Parcel A, and their respective customers, contractors, employees
and invitees the right at all times and for any purpose to cross
and recross at any place of the Parking Area and to use the Parking
Area in any manner that will not materially interfere with the
rights granted to the owner of Parcel.B hereunder.
14. Not a Public Dedication. Nothin
the Declaration shall be deemed to be a .
portion of the Property to the public f
for any public pu ses whatsoever.
DATED this 7 day of August, 99Y/
ontained herein or in
or dedication of any
the general public or
/0,At, 4 1Y
rL/Mytal I
rk't'. Wolf, Man-ag
Partner
-4-
rieral
2049/001;08/1?/91:MSC546
DECLEASE
STATE OF WASHINGTON
)
COUNTY OF -yawc
on this 13��day of A*ugust . 1991, before'me, a Notary Public
in and -for the State of Washington, duly commissioned and sworn,
personally appeared Mark C. Wolf, known to me to be the individual
named in and who executed the foregoing document, and acknowledged
to me that he signed the same as his free and voluntary act and
deed for the uses and purposes therein mentioned.
. I certify that I know or have -�atisfactory evidence that the
person appearing before me and making this -acknowledgment is the
person whose true signature appears on this document.
WITNESS my hand and official seal hereto affixed the day and
year in this certificate abo wr ter),
'0 . —Z
NOT Y PUBLIC in and fMth Sta e
\,0CK'Y4'41#'t
Washington, residing a
.7 1� my commission expires
0C Z'
.0 ue'o
PUB
cc
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1110P WHN�x
2049/001:08/12/91:MSC546 OECLEAVE
EXHIBIT A
pOLICy No. - 36006
SCHEDULE C
PARCEL A IS STTUATED TN TjJE STATE OF
THE LAND RE-FrMj) TO HERE -IN -IS . DESCRIBED'AS FOLLOWS!
WASHINGTON COVNTY OF SNOHOMISH AND
Southwest cornor of Sgrtion 29, Township 27
Co=encing at th st, W.M# I said Section
North, Range 4 Ea 1102" West along the WOst line of
Thence North 1*1 the South line of North 132.00
f 533.66 fast to of the Southwest
29, a distance 0 f of the southwest quarter
feet of the West hal , quarter Of said Section 29; .01 feet to
f the Southwest 30
quartor 0 a9*3410411 B&Gt along said SoUth line, iNT 0-F
Thence South Tnargin of 76th Avenue West, being the TRUE PC)
00 the Easterly Tract Of land herein do9cribed; margin, 13-2.15
BEGINNXNG Of the eat alonq said Easterly with ..the
Thence North 1'11'02" W argin
C:::) feet to the 'intersection- of M&A In
LO E,,terly margin of U.S. Highway 99; 70 . 0-08
00 25*1815711 East along said Easterly margin,
C::D Thence North rgii, Of 224th Street S-W- 1 327.63
feet to the southerlY Ma Ong said southerly margin
cr) Thence South 89#3112911 East al Of Lot I,. BloCk I, BBRGIS SUN
feet to the Northweaterly corner at thereof recorded in
VALLEY ADDITION NO- 15, according to Pls of snohomiah countY,
Volume 15 of plats, on page 55, record gaid
Washington; 561301, East along the Westorly boundarY Of
Thence south 0' 5 and the -southerlY xtengion
8),
BERG'S SUN VALIX,y 'ADDITION NO- ner Of LOt 6, Block 2,
eat to the Southeast cOr in Volume 14 of
thereof 790-26 to plat thereof recorded
OLIVER pARKf acc6idincj iashingtono
plats, on pagG 7.6, records of Snohooish County? � of said'Lot 5#
-North 89 3037" West a1c)ng the South line
Thence -ly extension thereof, 333.28 f88t to the
Block 2 and the Waste). Lot 5, Block I 'Of said PLAT OF OLIVER
SouthWastarly corner . Of I of said LOt 51
PXRKI 1611 went along the ft.0t line!
Thence North 1*03' . 3.35 feet to tha South line of the North
Block 1, A distanoe of 2 alf of the aid Sbuthwegt quarter of the
132.00 feet of tho West h Qje of said section 29;
soubhwest quarter of tha 8cuthw8st "art outh linet 93-.31 feah;
89134104" WGr*t along a&ld
Thence -North 111,021, West$ 60.00 foet:
Thence North I We8t parallel to said South line, 160-00
1* North 59134104"
rhanc(a line;
feet; the zaid South
c4outh-1*11'02" East 60-00 feat tosok1th lins, 60-001 feet to
Thonco , wn;gt along said.
Thenos jjQrth 89,34104"
the . TRUE Poiwr ale BFGI14NT11C,# tv f Washington.
Situate in the C0%,111ty of gnohoMishf Sta
END OF SCHEDULE C
page 6 Of 6
ORDER NO.: 36058
PARCEL B
THE LAND REFERRED TO IN THIS BINDER IN SITUATED IN TEE STATE
OF WASHINGTON, COUNTY OF. SNOHOMISH, AND IS DESCRI13ED AS
FOLLOWS:
of the Southwest quarter of the Southwest
,That portion
the Southwest quarter of Section 29, Township 27
quarter Of ribed as follows:
North, Range 4 East, W.M., desc
cominencinq at the southwest corner Of said Section 29; aid
Thence North , 01 * 11 1 02" West along the West line Of S
Section, 533.66 teet to the south line of the North 132 feet
o:e the West- halE of the southwest quarter of the Southwest
,quarter of thft Soutl1west quarter#'
,Thence Soutl, s9,1410411 East 90.01 ftlet to the TRUE pc)INT OF
BEGINNINC; ing south $9'34'04" Evit ViO f6et;
rhance Qontinu 1,1,L'02" $40:4`t 60
Thence North 0 9034104" WUSt 150 fAet;
Thene.'A NOrL11 8 1, Ea< ff.jat to t1jo TRUE POINT OF
Thence south 01'11'02
BEGINNING.
situate in the county of Snohominh, State . of Washington.
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A. Channel Letter
B. 2x2 angle Metal bar sustalner
C. Stuco wall
D. Metal sign cabinet
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Current Bldg
Channel Letter (11 6"xl 08")
Electric box sign (7"xl 08")
- 111
Sign A
Featured Bldg with sign
Site address: 22511 Hwy. 99 # 102 Edmonds, WA 98026
Site: 22511 Hwy 99 # 102 Edmonds, WA 98026
BCD Tofu House
Sign Area
224th st. SW
218th St SW
to
220th St SW
DRanchNiarket
OD J, 221
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22nd tsw
223rd St W
St SW
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10 230 St 22
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Ballenger Lake NAVTEQ
Golf course
FObtaW Electrical Permit from
SC tate Labor & Industries I
STREET
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State 113dusildes
FIL E en Vtl 3.
CITY OF EDMONDS
APPROVED BY PLANNING BUILDING - DEPARTMENT
I v"4 a? WORK -51�7/V
ADDRESS 10611 )h4,'Il 1-7 L'O
OWNER j�JLR%9� &da.4L
APPROVED DATE:.,,.
BLDG. OFFICIAL(�����
PERMIT NUMBER
Ry�
DOD 00
,� 7X
C=3 -fftL
cz7z= 's ooff
(:::3
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RECEIVED
NoV 1.2 2003
DEVELOPMENT SEMVIOESS C . TR,
CITY OF ED OND
0,
NOTES:
1. ALL SIGNSAND SPACING TO CONFORM TO THE
MUTCD, AND CITY OF EDMONDS SPECS
2. ALERT COMMUNITYTRANSIT 6 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED -
MAY SEA WORK VEHICLE
4. ALL SIGNSARE 48"x 48' 810 UNLESS OTHERWISE SPECIFIED
6. ALERTAFFECTED BUSINESSES
OF WORK, DATESAND TIMES
6, CHANNELIZJNG DEVICES ARE 28- TRAFFIC CONES.
7. WORK AREA IS 131 ' N/O CIL 224 ST SW
�p
A ROVE BY GI ERING
Date:
lr�fRW Wfi
114 fl fl f
LU
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4
If,,
1 .
CIO
1 14 1 1
CKANNaZING MICE SPACING (FM-_n]
TAPER I T
AN'
1 30 1 bu
PILCHUCK CONTRACTORS INC.
JOB #107016104
28 APR 03
SHEET 1 / 1
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
21.
0-51R
0-1
LEGEND
WORK ARFA
28"TRAFFICCONE
E)�IIITING TRAFFIC FLOVU
IZ SIGN LOCATION
SEOUENTIAL
ARROWBOARD
PROTECMEVERICLE I
P-TR ORWORKVEHICLE I
NOTES:
1. ALL SIGNS AND SPACING TO CONFORM TO THE
. MUTCD, AND CITY OF EDMONDS SPECS
2. ALERT COMMUNITY TRANSIT 6 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED -
MAY BEA WORK VEHICLE
4. ALL SIGNS ARE 48' x 48' BID UNLESS OTHERWISE SPECIFIED
6. ALERT AFFECTED BUSINESSES
OF WORK, DATESAND TIMES
6. CHANNELIZJNG DEVICES ARE 28" TRAFFIC CONES,
7. WORK AREA IS 131'N/O Ck 224 ST SW
-�O
-o9
0 0 hils
sl-o-
LEGEND
WORK AREA
Zr TRAFFIC COME
EKISTING TRAFFIC FLOIN
3Z SIGN LOCATION
SEQUENTIAL
ARROWSOARD
gm PROTECTIVE VEHICLE
ORWORKVEHICLE
E2
-l000
�CKA"MLMNG 1XVICE
�- n �- . S-1
TAPER I bu ENT
KfAd�c- jf�l
PILCHUCK CONTRACTORS INC,
JOB #107016104
28 APR 03
SHEET I / I
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
1-01
.ow
MAINTAIN ALL
—DRIVEWAY
ACCESS
2L
-2L
NOTES:
i. ALL SIGNSAND SPACING TO CONFORM TO THE
MUTCD, AND CITY OF EDMONDS SPECS
2. ALERT COMMUNITY TRANSIT 5 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED
MAY BE A WORK VEHICLE
4. ALL SIGNS ARE 48' x 48" B/O UNLESS OTHERWISE SPECIFIED
6. ALERT AFFECTED BUSINESSES
OF WORK, DATES AND TIMES
S. CHANNEL17JNG DEVICES ARE 28'TRAFFIC CONES.
7. WORK AREA IS 131'N/O CIL 224 ST SW
'0
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ow
#3�
F--
I TA
PILCHUCK CONTRACTORS INC.
JOB #107016104
28 APR 03
.SHEET I / 1
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
r
, 4'
til tj tj f
oil I
1. �' 14
+1`141 .
LEGEND
WORK AREA
n"TRAFFICCONE
IXWINr. TRAFFIC FLOVI
NZ SNIN LOCATION
SMUENTIAL
ARROWBOARI)
PROTECTIVE VEHICLE
ORWORKVERCLE
4-2R
20-5L
NOTES:
1, ALL SIGNSAND SPACING TO CONFORM TO THE
MUTCO, AND CITY OF EDMONDS SPECS.
2 ALERT COMMUNITY TRANSIT 5 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED -
MAY BEA WORK VEHICLE
4. ALL SIGNSARE 48' x 48"a/0 UNLESS OTHERWISE SPECIFIED
5. ALERT AFFECTED BUSINESSES
OF WORK. DATES AND 71MES
6. CHANNELIZJNG DEVICES ARE 28- TRAFFIC CONES.
7. WORK AREA IS 131'N/0 CIL 224 ST SW
8. SET TRAFFIC SIGNAL TO 'FLASH RED'
is-
"o
,c
rT A3;
3
PILCHUCK CONTRACTORS INC�
JOB #107016104
28 APR 03
SHEET I 11
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
m
+1
" 4N
KfAffjT4
----------
LEGEND
WORK AREA
28"TRAFfICCONE
EXISTING TRAFFICFLji
NZ SIG14 LOCATION
SEQUENTIAL
ARROINSOARD
MPROTECTIVE VEHICLE
rR ORWORKVEHICLE
82
NOTES: .
i. ALL SIGNSAND SPACING TO CONFORM TO THE
MUTCD, AND CITY OF EDMONDS SPECS
2. ALERT COMMUNITY TRANSIT 5 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED
MAY BEA WORK VEHICLE
4. ALL SIGNSARE 48"x 48' B/O UNLESS OTHERWISE SPECIFIED
5. ALERT AFFECTED BUSINESSES
. OF WORK, DATESAND TIMES
6. CHANNELIZING DEVICES ARE 28' TRAFFIC CONES.
7, WORK AREA IS 13 I'N/0 C/L 224 ST SW
110
,.V'-
���NG 0-�ICE SP G
TEER I -MENT
30 i 60
r
PILCHUCK CONTRACTORS INC.
JOB #107016104
28 APR 03
SHEET 1 / I
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
41
*%
NJ
fit, I
v
14
4
Qpo
LEGEND
W I _
ORK AREA
2 . T
B-TRAFFICCONE
. RA
EXISTING TRAFFIC FL
CA
SIGN LA)r
SEQil
ARRROTE IVErEHICLE
!nRY I�C
1-02M
dlos-OZN<1�>
1 10 'A
o 0
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11 fit
Ss3wv
AVM3ARI
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NOTES:
1. ALL SIGNS AND SPACING TO CONFORM TO THE
MUTCD, AND CITY OF EDMONDS SPECS
2. ALERT COMMUNITY TRANSIT 6 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED
MAY BEA WORK VEHICLE
SPECIFIED
4. ALL SIGNSARE 48"x 48' B/O UNLESS OTHERWISE
6. ALERT AFFECTED BUSINESSES
OF WORK, DATES AND TIMES
DEVICES ARE 28' TRAFFIC CONES,
WEI
f
6. CHANNELIZING
7. WORK AREA IS 131 N10 CIL 224 ST SW
+)
--jr
F CHANNUONG MVICE SPAONG (FaM
TAPER IANUtN[
30 1 60
K F
fAdfw6l
PILCHUCK CONTRACTORS INC.
JOB #107016104
28 APR 03
SHEET 1 / I
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
LEGEND
WORK AREA
28"TRAFFICCONE
EKISFING TRAFFIC FLOY
SIGN LOCATION
SEQUENTIAL
ARROYMARD
I-T PRUTECTNE VEHICLE
I JR ORWORRVEHICLE
----------
.STAGE #"P.
I ---------
t-oz
HG-02M
71M,
NOTES:
1. ALL SIGNSAND SPACING TO CONFORM TO THE
MUTCD. AND CITY OF EDMONDS SPECS
2- ALERT COMMUNITY TRANSIT 5 DAYS IN ADVANCE
3. PROTECTIVE VEHICLE RECOMMENDED
MAY BEA WORK VEHICLE
4. ALL SIGNSARE 48"x 48* B/O UNLESS OTHERWISE SPECIFIED
5. ALERT AFFECTED BUSINESSES
OF WORK, DATESAND TIMES
6. CHANNELIZJNG DEVICES ARE 28"TRAFFIC CONES.
7. WORK AREA IS 131'N/O CIL 224 ST SW
.jr
CKQ&,IEL -EM
IAPER I TANGENT
30 60
PILCHUCK CONTRACTORS INC.
JOB #107016104
28 APR 03
SHEET I 11
DRAWN BY: J. BUSS
NATIONAL BARRICADE CO LLC
fill fifif
2=&
91 1
Sri I
..IV
1 L LEGEND
EGEND
WORK AREA
28"TRAFFICCONE
EX ST L
RA
EXISTING TRAFFIC FL
SIGN LOCATION
SEQUENTIAL
ARROWBOARD
OTECT
PR(FrECTIVE VEHICLE
0. "CLE
ORWORKVENICLE
0
rc-a
"ROVED
EM 'N AFT
CITY OF ED,.-,. _J��DING DIVISION
PLANS EXAMINER
DATE
� �_" �14 �_� ��i � wz � _'� � �'_ - I "
4
APPROVED DATE-
BLDG. OFFICIAL
APPROVED BY PLANNING
a
RF-CF-IVF.D
NOY 21.20
PERMIT COUNTER
.�A
27 -i
0
z
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PLANNING DATA
,ommercial Mulffamily
SITE ADDRESS: ?-2-56 Hw-, 139 ZONING:
USE(S) PROPOSED: q" ALLOWED?: Yq
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
CUP File: -- To Allow What Uses?:
ADB FILE #:
PARKING:
Use:
No. Spaces Required:
. X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
. X
(floor area, # employees-, etc.) =
Use:
I No..Spaces Required:
X
(floor area, # employees, etc.) =
Total Required:
Actual Provided:
SETBACKS: . W(-
Reauired Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side: Right Side: 'Rear:
Street map checked for additional -setback required? (Yes/No)
MAXIMUM FLOOR AREA: NF(-
Maximum Allowed:
BUILDING HEIGHT: N-(-
Actual:
Maximum Allowed: Actual Height:
Modulation Allowed?: Modul . ation Height:
Datum Point: -Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
LANDSCAPING: pj-(,
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #: -
SEPA DETERMINATION:
SHORELINE REQUIRED?:
Continued ...
1Afibrary\^P1andatNewComm.doc
DATE: 17/ 4- PLANCHK#:
NAME OF BUILDING PERMIT APPLICANT:
PROJECT DESCRIPTION:
(Al �- "91
AD13 FILE#: L90F�DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?: —
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
PMPA^
19-7 6 A�
14
.ZrS� r 12- - 33S2 =�, 30
olic
14, 6-
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1A1ibrary\^P1andatNewComm.doc
r0btah,; —jijectrica-1 Permit from
r
S St t I . -, ;. A u --t es
tate lf 'Ind' stries
............ .. ............................................
cl` I 1. 11 11, P41 W200,
UILDING DEPARTMENT 9 u B
ADDRESS I
APPROVED BY PLANNING
ROVED DATE:
0- lCiAL-
STREET FILE
LEH RECF.IVED
DEC 16 2003
PERMIT couNTER
SIRE15
SITE ADDRE SS: 22-57 L_L�� _ 9� —ZONING:
V
0
0
Z
I J�EN PLANNING DATA .
USE(S) PROPOSED: k4lee_ Ar �P4�7e,, Sf" ALLOWED?: I
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y"
CUP File: -To Allow What Uses?:
ADB FILE #: kt,,� - /Va
N,
PARKING: No. Spaces Required:
Use:
. X );R 3 X- (floor area, # employees, etc.) 17
Use: . P-1-C 4jA <-No. Space s Required: 1/3az>d
X 2 2, 2AC, (flool�'area,4-employees, etc.) = -7 4
/ -) e-,7-
Use: c) 9 fft-v_t� Spaces Required: y3ot o
X 5-3, 1 0 (flooralrea,#employees, etc)= 1'77,
((A Sf:�� SA-�4 �o_spaces Required: 1)12-100
Use: Ex s�_P[
X L38�blo (floor area, # employees, etc.)'- I I
1*
Total Requirid: 37o Actual Provided:. .449'
I
SETBACKS: 14 0"j<
Required Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side:_Right Side: 'Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: M ck^-,jf
Maximum Allowed: Actual:
BUILDING HEIGHT: N%
Maximum Allowed: Actual. Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
LANDSCAPING: (j_ "_;V *
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #:
SEPA DETERMINATION: Alq
SHORELINE REQUIREV: AIA
Continued ...
1Ahbrary\^P1andatNewComm.doc
DATE: 913,10 3 —PLAN CHK#. 03— 3c)O
NAME OF BUILDING PERMIT APPLICANT:
PROJECT DESCRIPTION:- 'Te"'o" A�-
AD13 FILE #: ' OR DATE WAIVED: 91-?C',--3
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?: —(Vd
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? IyA
OTHER:
Plan Review By: �t�
L/
1Afibrary\^P1andatNewComm.doc
PLANNING DATA .
New Commercial / Mulffamily Proiects
SITE ADDRESS: M —ZONING:. 66'1�0
LISE(S) PROPOSED: (o44�&_ fj�,, ALLOWEV:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED
(YIN
CUP File: To Allow What Uses?:
ADB FILE #: A;9- N. 4
PARKING:
Use: 64* 5� No. Spaces Required:
X. 3 (floor area, # employees, etc.)
Use: 44 No. Spaces Required:
X 2 2, 2,,tsz- (floor area, # employees, etc.) -7 4
Use: :)9 4-o-, No. Spaces Required: v3,,,,
YYV)
X -00 1-77-
(floor area, # employees, etc.)
Use: E. 1,-;, GAsf s_A4 ivto-_� No. Spaces Required:
X 389,
(floor area, # employees, etc.)
Total Requlr�d: 3-7o Actual Provided: d4u
SETBACKS: /A
Required Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side: Right Side: -Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: N)
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
z
0
LANDSCAPING:
Matches ADB approved:
W
Bid Provided? Bond Amount (100% bid):
Q
CRITICAL AREAS #:
SEPA DETERMINATION: A/A
SHORELINE REQUIRED?: A/A
Continued ...
1Afibrary\AP1andatNewComm.doc
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Obtain Electrical Permit from
State Labor & Industries
FILE
APPROVED BY PLANNING
0(i3-'5 -7 -7
-CITY OF EDMONDS
BUILDING DEPARTMENT
WORK - - 5t
ADDRESS 99Lj( M�A lq4
O�AINER L2&,'j.
APPROVED DATE:
BLDG, OFFICIAL
PERMIT NUMBER
-:�-r-�7), t - nl-) d -7
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0
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0
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NO
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0
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RECEIVED
U. - "' 2 9 2003
PERMIT couNTER
C' of (Eb onbgSTRIIT FIL
ttp
(Certt'ft'tate� - of �ettuvlxtttp
DEPARTMENT OF BUILDINGS
PER UNIFORM BUILDING CODE SECTION lof'�
At: 22511 Highway 99, Edmonds WA 98020 Building Peffnit 2003-0376
Occupancy established by this certificate: Dwelling Units: **N/A** No. Stories: I
A31M1B Typd.'- gristruction: V-N-Sprink Basement: NIA
Maximum Occupant Load ��99V4`- (Per-U.B.C. 1002)
stqns, vioe�,`"
Room Cap.90y :ihWstremiin steq pt aH times.
Owner of Building: Welcome Market, [a Addresii,, *2 11 Riaid.Mi- uegi"Park, A 90620
THE 99 Ranch Tenant Shell & core
OF THE 1997
EDITiO—N OF THE UNIFORM BUILDING CODE AS -ADOPrED BY Tkl� S:�Cp�!PCYING WITH THE REQUIREMENTS
TY ClitTkt-16(0�#,AND DIVISION OF OCCUPANCY AND THE USE FOR
WHICH THE PROPOSED OCCUPANCY IS CLASSIFlid."":,
Issued this �of S
-&9L— L_dp_tmber, 2003
CHIEF BUILDING OFFICIAL
BY:
Thisceitilica shall be posted in a conspicuous public area and shall not be removed, mublated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires abuDding permit and anew
Cartificate of Occupancy issued by the Crty of Edmonds Budding Oftial.
(tt'tp of (eb oub 9�-:'
R
'U--�Nleajft-T I IU:
DEPARTMENT OF BUILDINGS
PER UNIFORM BUILDING CODE SECTION 10V.
At: 22511 Highway 99, EdmolWs WA 98020 Building Peffnit #: 2003-02310
Occupancy established by this ce.kificate: Dwelling Units: **N/A!* No. Stories: I
M Typ*'�onstructlon: WN-Sprink Basement: NIA
Maximum OCcupant Load
,4
(Per'�U.B.C. 1002)
Room��"Qffy 'fPq lfoj4j�," yst remain posted at all times.
Owner of Building: Welcome Market. In _Addriiis-11" & 4 aVark, GA 90620
THE 99 Ranch Market HAS BEEN INSPEd*,k'Q'A. APkO'V6Ab` d% iihh'6 W-.*fT-Ht"kiQUIREMENTS OF THE 1997 EDITION OF THE
UNIFORM BUILDING CODE AS ADOPTED BY TWE"ZI FOR THE""G.'11 . Our-, OCCUPANCY AND THE USE FOR WHICH THE
PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 2003
CHIEF BUILDING OFFICIAL
BY: —
This certificate shall be posted In a conspicuous public area and shall not be removed, mutilated or obscured and -hall be in legible condition at all times. Any change of occupancy or use requires a building permit and a now
Cerlificate of Occupancy issued by the City of Edmonds Building Official.
Cffice of Public Works
STREET FILE
K-Mart Discount Stores
22511 Highway 99
Edmonds, Washington 98020
Gentlemen:
CITY OF EDMONDS
Snohomish County, Washington
December 15, 1971
Re: Utility Account No. 59-92-1;
22511 Highway 99, Edmonds
Enclosed is a statement of charges for water which has been used
and recorded through your Fire Suppression System. For your information,
also enclosed are copies of past correspondence and a copy of the City
Ordinance pertaining to the Fire Protection System.
Since the leakage or unauthorized usage has not been corrected,
we can only look to you for payment in full by return mail. These charges
will continue, in accordance with these ordinances and the applicable rates
as established, until such time that the unauthorized use discontinues.
Sincerely,
CITY OF EDMO14DS
Z
JOHN B. MITCHELL
Water Superintendent
JBM:ff
Enclosures
: >Re L. Whaley, Dir. of M. & 0. -- Public Wks,
Dorothy Drobner, Utility Billing
RospxcT 6-1107
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AN ORDINANCE OF THE CITY OF ZDMO1QDS, WKSHINGTON
CREATTWG A NEW CNAPTER IN 2UE EDMONDS CITY CODE,
CHAPTZR 6.21, FIRE PROTECTION SERVICE WATER,
PROVIDING FOR APPLXCATIONS TiUMETOR, OWNERSHIP
AUND COSTS, METMNG, SERVICE CHARGES AND PRO-
VIDING PENALTIES.
WdEREAS, it has been determined that thare have
been certain losses of water within the water system of
the City of Edmonds which in part may be corrected by
additional ordinance requirements as set forth below, and
WHERZAS, a now Chapter of the Edmonds City Code
should be anacted for such purposes, to be entitled Fire
Protection Service Water, now, therefore,
THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON
DO ORDAIN AS FOLLOWSe
Section 6.21.010 Application - Information. Water
shall b SuPplied for fire protection purposes,
only after application has been made by the customer
or his agent and approved by the Water and Fire
Departments. Sufficient information &hall be supplied
at the time of making application for service to
enable the Water Department to fully determine the
natura and extent of the proposed system. Detail
drawings of the proposed system shall be provided,
which shall contain adequate information showing
the locations and sizes of the system's piping and
appurtenances.
Section 6.2l.D20 Ownership and Costs. All fire
service.connec s shall be installed by and
remain the property of the Water Department. The
expense for all labor, materials and equipment
rental, including street restoration required for
tapping mains, making connections, placing valves,
meters, or any other protective device deemed
necessary by the Water Department to prevent the
unauthorized use of water, including the testing of
completed work, meter pits and/or vaults, shall be
paid for by the cm;atomer.
Section 6.21.030 Fire service to be Metered -
second service to premises. Fire service connections
shall be supplied only through an approved fire service
meter or a detector check meter. In the case of
premises for which both fire protection and other
water service for such uses as domes"c, commercial,
industrial, or manufacturing puzVoses is supplied,
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-248�
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Y,
the u may be two serviev installations Rkide to
Lbe premises; one for fire servic-, Lj�nly and twe tor
oLh�_-r water service. These service f uiietions m.,y
also be combined in a single service connection
with the approval of the Water Department.
In the event two separate service connections are
installed, the fire protection system so served
shall consist of an automatic sprinkler system oi,ly,
without ad3itional outlets which could normally be
used for other than fire suppression purposes.
6.'71.040 Fire service monthly service charges.
(a� Tne minimum monthly rates tor in-opQction and
rnaintQnance of detector check systems are hereby
fixed as follows:
Fire Service or
bett.;ctor Meter Size HonthiX Service Charge
2K_ $5.00,/month
3* 5.00/month
V 5.00/month
Go 7.50/month
so 10.00/month
100 15.00/mor,th
Water used through the fire service line for fire
suppression purposes -and limited testing of the
system will -normally be furnished without an� charge
in addition to the monthly minimum charge set forth
for fire service meter or detector check me--er.
(b) If a detector check meLer proves, or pruof other-
wise provided, leakage or unauthorized usaqc of
water which is not for fire suppression purposes,
the customer shall pay for all water used at the
applicable metered rate. The rates for water so
used are hereby fixed as follows: At the time of
first written notice from the city water department
the applicable rate shall be the same as the domestic
rate for comparable size of domestic water meter
for unauthorized use over 100 c.f. per month; in
the event the unauthorized use again occurs after
the period of time specified in the written notice
from the water department the rate shall be double
the domestic rate for a comparable size domestic
water meter for such unauthorized use over 100 c.f.
per month.
(c) References made by this Chapter as to existing
metered rates shall b4k to Chapter 6.2U of the
Edmonds City Code.
Section 6.21.050. In addition to all civil rights
of collection, liens, shut -offs and other remedies
available to the City of Edmonds as prescribed by
statute and ordinance for unauthorized use and/or
nonpayment of charges, any person, firm, corporation
or other organization, including any officers,
directors and managers thereof, who v:bolate any
qwr
prtwl-.Avll Qr this chipt"L --watl L.- y'lill". it a
aLsilemeanor and subject to pezi4ities as seL forth
in section 5.12.170 of the Edmonds City Code.
APPROVED:
MAYUR
ATTEST:
CITY CLJJU�,
pAsSLD BY THE CITY COUNCIL: JUN I
FILED WITH THL CITY CLJ=:
PuBLIsHED: Jul, 4 - "- n
00
Aujust 16, 1971
K-Mart Discount Stores
22511 Highway 99
Edmonds, Washington 98020
Re: Utility Account Ao. 59-92-1;
22511 Highway 99, Edmonds
Gentlemeni
Enclosed for your information and guidance is Ordinance No, 1571,
which was passed by the City Council of the City of Edmonds on June 1. 1971.
This Ordinance pertains to the installation, maintenance, and inspection of
Fire Protection Systems and sets forth charges for routine maintenance and
penalties for unauthorized usage and/or uncorrected leakage.
Many man-hours of maintenance services and testing are performed
00 each year to insure that the Fire Suppression and Sprinkling Systems are in
working order. The monthly service charge indicated in Paragraph (a), Sec-
tion 6.21.040, of the Ordinance will be used to defray these costs,
An inspection of your account indicates there has been unautho-
rized usage of your system during the last billing period. Another inspec-
tion will be made in thirty (30) days from the date of this letter. If at
that time the leak or unauthorized usage has not been corrected, a charge
will be made as indicated in Paragraph (b), Section 6.21.040, of the Ordin-
ance. The minimum charge for your meter would be $45.00 per month.
If you should have any furtlier questions, please feel free to
contact the Water Department at 776-1107, Ext. 26.
Pespect fully ,
CITY OF EDMONDS
JOHN B. IMITCHELL
Water Superintendent
JBM:eau
Enclosure
Mr. Stein
3035 E. Harcourt Street
Compton, California 90221
Re: K-Mart Discount Store;
22511 H hway_ 99, Edmonds
Dear Mr. Stein:
July 30, 1971
Per your request, enclosed herewith is a Water Analysis Report
from the Seattle Water Department. The water servicing the above captioned
site is obtained from the Seattle Water Department.
Respectfully,
CITY OF EDMONDS
RONALD L. WHALEY
Director of Vaintenance
Operation - Public Works
RLW:eau
Enclosure
CITY of EDMONDS
200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525
Department of Pubfic Works
April 17, 197S
K-Mart
22511 Highway 99
Edmonds, Washington 98020
Re: Utility Account Number 600-OS600
22S11 Highway 99, Edmonds, Washington
Gentlemen:
Enclosed for your information and guidance is Ordinance #1561,
which was passed by the City of Edmonds Council on June 1, 1971. This
Ordinance pertains to the installation, maintenance, and inspection of
Fire Protection Systems, and sets forth charges for routine maintenance
and penalties for unauthorized usage and/or uncorrected leakage.
Many man-hours of maintenance services and testing are performed
each year to insure that the Fire Suppression and Sprinkling Systems
are in working order. The monthly service charge indicated in Section
6.21.040, Paragraph (a) of the Ordinance is used to defray these costs.
An inspection of your account indicates there has been unauthorized
usage of your System during the last billing period. Another inspection
will be made in thirty (30) days from the date of this letter. If at
that time the leak or unauthorized usage has not been corrected, a
minimum charge of $45 will be made as indicated in Section 6.21.040,
Paragraph (b) of the Ordinance.
If you should have further questions, please feel free to contact
the Water/Sewer Department at 775-2525, extension 226.
Sincerely,
S I G 19N� E-E D
J. HERB GILBO
Director
JBM: j t
Enclosure
cc: Chief Klein
Fire Marshall
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K-Mart Discount Stores
22511 Highway 99
Edmonds, Washington 98020
Gentl emen:
February 25, 1972
Re: Utility Account ho. 59-92-1;
22-511 Hiqhwa 99, Edmonds
On August 16, 1971, our Water/Sewer Superintendent forwarded to you
a copy of Ordinance No. 1561, covering service charges and penalties on fire
protection systems. At that time you were also advised that we suspected
either a leak or unauthorized usage on your system and gave you thirty (30)
days to correct same or suffer chdrges and/or penalties as outlined in the
above referenced Ordinance.
According to our surveillance of your systea, this usage was not
discontinued until between February 15 and 22, 1972. Therefore, charges
and penalties in the amount of I.;I,Z47.25 have accrued against your account.
On December 15, 1971. a request for payment was forwarded, to-
gether with all past correspondence on the matter. A prompt consideration
of this request is invited.
Sincerely.
CITY OF EDMONDS
J. HERB GILBO
Director of Maintenance
Operation - Public Works
JHG: eau
cc: R. L. Whaley,, Chief Administrative Officer r
J. B. Mitchell, Water/Sewer Superintendent
Dorothy Drobner, Utility Billing
INTER -OFFICE COMMUNICATIONS
UATE February 18
TO H. Gilbo F:'RbM J& Mitchell -Viater/Sewer
FORM 41 - L1TTLr'G
SUBJECT: K-Mart Fire Suppression System
Mr. Jones,, manager for K-4,zrt called this date about the bill for his fire
Suppression system. He found it hard to believe that the amount of water lie was
.billed for had actually gone through his system. He thought there must be some error.
It was explained to him that he had a leak in a 211 valve on the drain and was
notified of that in Aug 71* It was riot repaired until the first of Jan 72, then,, it
was found that he still had either a leak or illegal tap on the fire sy3tem and he was
so notified. He had a plumber out and he couldn't find a leak so he asked for help in
locating it. He was informed that city Imrsonnel could not go beyond the meter. He
then said that he would have his people trace the plumbing in the store in an effort
to locate the problem.
250 FIF11i A�
A,
Office of the City Attorney MY 0 F EDPAOMDS
Snohomish County, Washington
April 28, 1971
Judie Huber
Civic Center
250 Fifth Ave. N.
Edmonds, Washington 98020
Dear Judie:
Enclosed you will find copies of a proposed ordinance
requested by Ron Whaley. I would appreciate it if you would
distribute these to the following persons together with a
copy of this letter:
H. H. Harrison
Members of the City Council
Donald Lawson
Ronald Whaleyv/
Jack Cooper
Irene Varney Moran
Irene should be requested to place the matter for
first reading on the council meeting of May 18.
JAM/lh
Encl.
Yours very truly,
James A. Murphy
rr-, R—
Sl�"i!�aiLET RLE
I
INTOR-OFFICE COMMUNICATIONS
DATE
May 13
19 71
TO FROM
Ron Whaley Sue Dana
fqRM 41 LITTLIK-8
-MU Fire -line meterd.for Doce'le and K-Mart:
The readings for the above fire -line meters are as follows:
14
Doce's North End Store
24101 Highway 99
Edmonds,. Washington
Account # 59-13-1
P�esent: 02570 (Reading Date- May 11, 1971)
Previous: 0097� (Reading. -Date- March 89 1971)
C' ptiont 15970e'
ensum
K-Mart
22511 Highway 99
Edmonds, Washington
Account # 59-59
Presents 01617 (Reading Date - May 11, 1971)
Previous: 01039 (Reading Date - March 8, 1971)
Consumption: PA 60
2'50'F"Tm Avr--14. j Al
Ll
100 0
Office of the City Attorney VITY F 2
Snohomish County, Washington
April 23, 1971
Judie Huber
Civic Center
250 Fifth Ave. N.
Edmonds, Washington 98020
Dear Judie:
Enclosec3 you will find copies of a proposed ordinance
requested by Ron Whaley. I x..,ould appreciate it if you would
distribute these to the fol1owing persons together with a
copy of this letter:
11. H. Harrison
Members of the City Council
Donald La�-.,son
Ronald Whaley�/
Jack Cooper
Irene Varney 11,1oran
Irene shoul6 be requested to place thie ,-itatta-r for
first reaeing on the council rneeting of Ma, 7 18.
JAIINI/ 1 h
Encl.
Yours very truly,
Jawites A. Murph, 7
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PLANNING DATA .
New Commercial / Mulffamilv'Proaects
1�'l I L 4? q
SITE ADDRESS:
USE(S) PROPOSED: ALLOWED?: Y(f
LEGAL NONC07RMING LAND USE DETERMINATION ISSUED (YIN)
CUP File: To Allow What Uses?:
ADB FILE #:
PARKING:
Use: paces Required:
X rea, #employees, etc.)=
(f'I �a
Use:
X
Use:
X
Use:
Q
- No. Spaces Required:
(floor area, # employees, etc.) =
*No. Spaces Required:
(floor area, # employees etc.). =
No..Spaces Requi;ed:
(floor area, # employees, etc.) =
Total Reqd1red: Actual Provided:
SETBACKS:
Required Setbacks:
Lf
Da
.Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: eft Side: Right Side: �ear:
i - . '-z —
Street map checked for additional setback requi ed (Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: —Actual Height: Iq
Modulation Allowed?: —Modulation Height:
Datum Point: _Datum Elevation:
Elevato I r Penthouse > 3 feef over height limit? If so,VA5:;�=
LANDSCAPING: 1�'Jd Lei -(t
Matches AD13 approved:_ V
Bid Provided? Bond Amount (100'% bid):
CRITICAL AREAS #: Af 1A
SEPA DETERMINATION
SHORELINE REQUIRED?:
Continued ...
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1A1ibrary\^P1andatNewComm.doc
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DATE: �ld-elo Y PLAN CHK#:
NAME OF BUILDING PERMIT APPLICANT: R,,� /'V1 YV
PROJECT DESCRIPTION: ccb,,Ar(-
ch'Tc.
ADB FILE #: OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION: . -r_�
oq-d,31
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
1Afibrary\^P1andatNewComm.doc
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PLANNING DATA
New Commercial / Mulffamily Proiects
SITE ADDRESS: ??-S- kL,-, �9 -a I o -7 —ZONING:. �-16
L/ .1
USE(S) PROPOSED: reW.'? ALLOWED?: ye-g I
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/Q'
CUP File: To Allow What Uses?- — I .
ADB FILE #:
I
PARKING: N&
Use:
No. Spaces Required:
I X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
. X
(floor area, # employees, etc.) =
Use:
I No. Spaces Required:
X
(floor area, # employees etc.)
Use:
No. Spaces Required:
X
(floor area, # employees, etc.)
Total Required:
Actual Provided:
SETBACKS: P6
Required Setbacks:
.Front: Left Side:
Right Side: Rear:
Actual Setbacks:
Front: Left Side:
Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: &)c
Maximum Allowed: Actual:
BUILDING HEIGHT: /v&
Maximum. Allowed: Actual Height:_
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
z I
0
LANDSCAPING:
'% IMatches ADB approved:
Bid Provided? Bond Amount (100% bid):
L"
CRITICAL AREAS #: A14
SEPA DETERMINATION: /V/+
z
SHORELINE REQUIRED?: IVA
Continued ...
1Afibrary\^P1andatNewConvn.doc
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715.
DATE: 10,127113 PLAN CHK#: 0
NAME OF BUILDING PERMIT APPLICANT:- -t4 + s,,IwA
PROJECT DESCRIPTION: * 4",
San V
A00-2-c-Z- 174 L I
AD13 FILE #: "- Zf!, I- - 1 -75- ORDATEWAIVED: N\,zh
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIREW: IVA
REDUCED SITE,PLAN (8.5XII) PROVIDED FOR STREET FILE? Vef,
OTHER:
Plan Review By:
L/
-f% W s I- ( -
—> L.AILLrA dii�CAH4
Al Lew� 'L-� -4-52
-YP?wLX;C -- Z-, 5' )(.
re�
em-'c'. 6Y
64J ( — v-
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PLANNING DATA stmriwe
SIGN PROPOSAL
Name: FOD+
ReviewDate:
SiteAddress:
HWY '�9 15W�UC- MD
Permif Number: BLD.2009. D-7 99
-\ it
Project Description: New cmavwc,� �r,*cy, iv "al ilkAsvi wall e-7�3k)
Zoning: 4* & C-,
Comp Plan:
Corner Lot: ()0/ NO) 99 g'�Flag
Lot: (YES /(9
Variance:
Shoreline:
ADB: admVVk-/
CUP:
Pre-App:
LLA:
Plans Match ADB Approved: (YES / NO)
Lot Aggregation Required: (YES
Legal Nonconforming Land Use Determination Issued: (YES eo)
TotolAreo Per Sign
Type of Sign
Allowed in
zone?
Matrix
conditions
met?
Allowed
area per
unit
Unit
TOTAL sign
area
allowed f or
this sign
Proposed
sign area
EXOMPle
Woll wlintemol
illumination
Yes, witt7
conCitions
Yes
1 sq. f t.11ineolf t.
0=07ed W011
41f t. ottoched
W011
41 SqUOrefeet
20squorefeet
"Sign #1
Wait
III(Am
7!5
fa q A, of
-
0 11,5
TOTAL Sign Areo Tenont�Site
Max Permitted:
Previous Total: I -lap P--
Proposed Total:
Sign Height
Sign Type: WMI
Max Permitted: \Af 6(
Actual Height: W 61
Sign Type:
Max Permitted:
Actual Height:
Sign Ligtliting
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
Ott7er
0 . 0
PLANNING DATA
SIGN PROPOSAL
11 StrMt F=,gel
Sign Colonj,
Proposed: P��
W
Acc&ptabie?
Requires ADB'Aopro\ial?,
Sign �ocction
If f reestanding and 3-f eet
or over (unless a f ence) meets setbacks?
ReqUired SetbCCkS
Street:
Side:
Side:.
Rear.:.
ACtU01 SetboCkS
Street:
Side:
Side:
Rear:
LGWSCapingforFreeStondingSignS
Size:
Location:
Critical Areas Determination
El Study Required
waiver
OtPer
CL +eVM E 4( �!.Lat t I D 0 10 1 (A C, +
W
Plan Review By: Gina Coccia, Associate Planner
STREET FILE
99 RANCH MARKET
EXHIBIT
SIGN REGULATIONS dt
This Exhibit is a continuation of that certain lease dated 20_,
between (hereinafter "Landlord") and
(hereinafter "Tenant") on real property in
Washington and is incorporated by reference into such Lease.
These criteria have been established for the purpose of assuring a coordinated sign
program for the mutual benefit of all tenants. In the event of any conflict of interpretation
as to the meaning, intent or application of these criteria, the Landlord's decision shall be
final and binding upon the tenant. All installed nonconforming or unapproved signage
shall be removed or brought into conformance within thirty (30) days of written notice by
Landlord, at the Tenant's sole cost and expense.
Administration
A. Tenant shall be responsible for the fulfillment of all signage requirements and
specifications.
B. Tenant shall submit or cause to be submitted to Landlord for approval before
fabrication, two (2) copies of detailed drawings indicating the location, materials, size,
layout, design and color of the proposed signs, including all lettering and/or graphics and
electrical requirements.
C. All permits for signs and their installation shall be obtained by Tenant or
Tenant's representative at the Tenant's sole cost and expense. All signs shall be
constructed and installed at Tenant's expense.
D. Upon vacation of premises, Tenant shall arrange for removal of sign, filling of
holes and touch-up of paint with appropriate material so as to create a waterproof
assembly. Any damage caused by removal of sign or failure to make construction
waterproof shall be Tenant's responsibility.
Construction Requirements
A. All signs, bolts, fastenings, and clips shall be hot -dipped galvanized iron,
stainless steel, aluminum, brass or bronze. No black iron materials of any type shall be
permitted.
B. All penetrations of the building structure required for sign installation shall be
neatly sealed and maintained in a watertight manner.
C. Tenant shall cause to be repaired, any damage caused by sign contractor or
sign installation and shall be fully responsible for the operation of the Tenant's sign
contractor and shall indemnify, defend and hold the parties harmless from any liabilities
on account thereof.
All rights reserved. Property of BERRY NEON CO. (99RANCH031703.LTTRS)
0
D. No signmaker's label or other identification shall be permitted on the4.exposed
surface of the sign, except for those required by local ordinance which then shall be
placed in an inconspicuous location.
E. No exposed conduit, or other wiring systems shall be permitted except external
wire raceways for individual letter signs.
F. All electrical signs shall bear the UL label, and their size and installation must
comply with all governing codes and/or ordinances.
G. Electrical service to all signs shall be on occupant's meters and shall be part of
the Tenant's construction and operational cost.
H. All conductors, transformers and other equipment shall be concealed.
Desi
A. Signs shall be permitted only within the sign fascia areas as designated by the
Landlord. Tenant shall be permitted to install one approved sign on each des ' ignated sign
fascia. Signs shall consist of individually illuminated letters or individual letters with a
module. Letters and modules shall be of the "pan -channel" or "channel-lume" type.
B. Total horizontal length of each pennitted sign shall not exceed 75% of the sign
fascia of the Tenant's storefront area. Tenant signs shall consist of individual letters not
to exceed 36 inches in total height and 6 inches in depth and shall be mounted on extemal
raceways. Raceways shall be 8" in depth and 10" in height and shall be painted the same
color as the building fascia, unless otherwise approved by landlord. The sidewalls of each
letter or module shall be painted black.
C. Signs shall be centered in respect to the Tenant's dernised Premises or in the
event that roof lines of the adjacent buildings do not permit the sign to be centered as
such, the sign shall be centered in respect to the Tenant's entry door into the Premises in
such a manner that the ends of the signage do not extend into a zone located ateach
extremity of the Premises, equal to 12.5% of the dernised Premises width.
D. No exposed neon lighting shall be used on signs, symbols or decorative
elements unless approved by the Landlord. Tenant shall be fully responsible for the
maintenance and repair of any such neon sign. In the event said neon becomes broken or
dysfunctions in any fashion, it shall be removed immediately by the Tenant until such
time as the sign is repaired and fully functional. Any temporary . signage erected while
Tenant's neon is being repaired shall conform to the Sign Regulations.
E. Wording of a sign shall not include the product sold except as a part of the
Tenant's trade name or insignia. All Tenant's store identification designs shall be subject
to the approval of the Landlord.
F. No sign nor any portion thereof may project above the fascia on which it is
mounted.
G. The following types of signs are prohibited unless specifically approved by the
Landlord or Landlord's agent:
1. Painted lettering
2. Flashing, moving or audible sign
3. Tenant pylon or freestanding sign
All rights reserved. Property of BERRY NEON CO. (99RANCH031703117RS)
4. Box or cabinet signs
5. Roof signs
6. Perpendicular or projecting sign
7. Paper, cardboard or painted signs
8. Portable signs
H. Window signs are permitted as approved by the Landlord and as allowed by
the City of Edmonds.
I. Except as provided herein, no advertising placards, banners, pennants, names,
insignia, trademarks or other descriptive material shall be affixed or maintained upon the
glass panes and supports of the show windows and doors, or upon the exterior walls of
the building or storefronts.
All rights reserved. Property of BERRY NEON CO. (99RANCH031703.LTTRS)
E R RY NEON
April 25, 2003
TO: Mr. Steve Bulloch
City of Edmonds, Planning Division
121 5'h Ave N
Edmonds, WA 98020
RE: 99 . Ranch Market (Welcome Market, Inc.) - Revised
Dear Mr.. Bulloch:
As we recently discussed on the telephone, 99 Ranch Market is in the Process of creating a
comprehensive sign program for 22511 Hwy 99 S. Included in the comprehensive sign program are
the following:
A. Center identity sign (freestanding)
B. Store identity sign (facade)
C. Sign criteria for future tenants
Our interpretation of the sip code (CG Zoning) will allow signs as follows:
A. As a multi -business site, the center will be allowed a 160 square foot freestanding sign V/1'
with a maximum height of 25' 0". A curbed landscape area (twice the si7t of the sign
area) would be required at flie base of the sign.
B. The west elevation of the buildingwill be allowed I square foot of sign area for each I'
of building frontage, up to a maximum of 300 square feet. The sign area of the wall
sips for 99 Ranch Market (individual letter (wall m * ounted) signs Q maximum) with a
maximum height allowed of 27' 4" for each sign) would be subtracted from the 300
square foot and the remainder of the 300 square foot of sign area would be allocated to
the other tenants by the landlord.
C. The north elevation of the building will be allowed I square foot of sign area for each I'
of building frontage, up to 220 square feet.
D. Signs shall consist of individual letters.. Each tenant's sign must meet the requirements.
of the sign criteria established for the center (scc copy attached). V
I look forward . to hearing from you at your earliest convenience. Welcome Market, Inc. is actively
soliciting tenants for their center and I am sure they will want to include "approved" sign criteria as
an integral component of each tenant lease. In addition, Welcome Market, Inc. is anxious to begin
design, permitting and fabrication of identity signage for their building and the center.
cc: Kathleen Taylor
Enclosures
FLJ/c s
Sincerely,
RO
BERRY NEON SIGN COMPANY, INC.
PC-. Bor 525.01 Lynrlwood. WA 96046
488-2430 Fox (,,25) 77,114221 EMO: inF012bcrrynCDr,5!`qr,5.00m
Gruwell, Meg
From: Gruwell, Meg
Sent: Tuesday, October 07, 2003 9:33 AM
To: Taylor, Kathleen
Subject: RE: 99 Ranch Market
Thanks. What a great idea!
----- Original Message -----
From: Taylor, Kathleen
Sent: Monday, October 06, 2003 4:24 PM
To: Planning Division
Cc: DST
Subject: 99 Ranch Market
FYI Planners:
99 Ranch Market has an approved sign program to be distributed by the market to all of its tenants. If they abide by
these regulations, planning has agreed not to require design review for the signs.
I put a copy of the sign program in your box.
Thanks
Kathleen
V-6"
-7
f � in,4 11 LA* c, i(ed I vm 19 ic. wl or-� Oh ij
Front Elevation
Install New Channel Letters
12'-00"
Scale: 1 " = 1'
Specification:
fluminate lefter on raceway
Logo can jf1j),
* 5"Deep.053 Aluminum Returns Black
* 1 "White Jewelite Trim Cap
* Faces Are 3/16"white Plexiglas
apply with CALON Red Translucent
*White LED Light (inside)
Letter U60 71 %. a
• 5"Deep.053 Aluminum Returns Black
• I"White Jewelite Trim Cap
• Faces Are 3/16"Red Plexiglas (2283 Red)
• Red LED Light (inside)
Raceway
R9CEIVED
-4 Color
DE�j 12009
5KA10
DEVELOPMENT SERVICES
COUNTER -
vfa.,l ewaAl
• 8"Deep X 10" X 12' .060 Aluminum
• Raceway (Color to match Face Buiding)
11CAPPROVED BY PLANNING
(4. 1 01
V
Web: www.spiralsignawning.com
Email: Sale@spiralsignawning.com
3814 4th Ave. South # 10
Seattle, WA 98134
Tel: 206.381.0832
1-888-338-1083
Job name:
Address:-
22511 Highway 99 # 110
Edmonds WA 98026
Designer:
Tuan Nguyen
I ClientAooroval I
Date:
E] Approved
[] Declined
Signature:
Note:
This design presentation is the property of
Spiral Sign & A"ing. All rights to we, alter,
or repro6ce are prohibited �vithout �ritten
permission.
Sign Type:
Woll Sign
Quality:
==Made in U.S.A.
ELtamalmQullfmEmr$�. &LISTED
PE
CITY OF EDMONDS
Earnest-W.-H hn. Inc.
TO......................... ..... --- C�� ..... - -_----------------------- ----------------------
...... 2311 ... West ... El ... Sp.& 5�9.
.. ....... .......... ----- __49MIevard
- .........................
..... Eawthorne,-California ------ qO25O ...............
As Per Bill Attached Hereto
AMOUNT
ATE
10/6/67
City of Edmonds participation in the installation
of 3011 storm sewer in Oliver Lane and 228th
Street S.W. as authorized by the City Council—
December 6, 1966 ..... ........ ol
5
0
0
00
I, the undersigned do hereby certifx un . der penaltyof perjury, that the materials have been furnished,
the services rendered, o"r the 11567—pe-riformed as described herein, and that the claim is a j due,
)ust,
and unpaid obligatio against. the City of Edmonds, and that I am authorized to authenticate and
certify to said claim-.,
Signed--------------------- 't ----- * ----------------------------------- * ---------------------------- Qi:�y ... Epgin.eer ---------------------
Title
No. ..................................
CITY OF EDMONDS
... Earnest W� --- Hahn.,.__Tnc. . ...............................
......... 2311-Yest --- El ... S-egundo .. Bouleyow-d .... -
............
$4.50.0-0.0 ----__-------
Department or Fund
AMOUNT
BUILDING DEPARTMENT
CITY CLERK
CIVIC CENTER
CITY SUPERVISOR
FIRE DEPARTMENT
LIBRARY
MAYOR & COUNCIL
PARK
PEST CONTROL
POLICE DEPARTMENT
ANIMAL CONTROL
POLICE COURT
PLANNING COMMISSION
PRINTING & PUBLISHING
RECREATION
STREET LIGHTS
TREASURER '
WATER DEPARTMENT
WATER OFFICE
DISPOSAL PLANT
POWER FOR PUMPS
STREET DAPARTMENT
1,500
00
STREET ARTERIAL
EQIPMENT RENTAL
L. I. D. No.
SALARY FUND
JAMES w REID C. WAYNE JONES
IEFTOY F. MIDDLETON OF, 04% LLOYD H. NELSON
Rea, U4Weirom & 4"oe"e". Ism Consulting Engineers & Land Surveyors
324 Main Street a Edmonds, Washington 98020 a PR 8-1171 / 1619 Pacific Avenue 0 Everett, Washington 98201 * AL 2.9800
OCTOBER 5) 1967
FILE No. 1.547
MR. LEIF LARSON
CIVIC CENTER
EDMONDS, WASHINGTON
RE: STORM DRAINAGE FOR K—MART SHOPPING CTR.
DEAR LEIF:
WE ARE TRANSMITTING HEREWITH AN INVOICE FROM ERNEST W. HAHN, INC., IN THE
AMOUNT OF $1,500 FOR THE CITY OF EDMONDS PARTICIPATION IN THE INSTALLATION OF
THE 30" STORM SEWER ON OLIVER LANE AND 228TH STREET SOUTHWEST AS AUTHORIZED IN
YOUR LITTLIR OF DcCEMIIER 13) 1966.
WE WILL MAKE FINAL INSPECTION OF THE STORM SEWER AND NOTIFY YOUR OFFICE'
THE DATE ON WHICH THE SEWER IS READY FOR APPROVAL AND YOU MAY THEN PROCEED WITH
THE PAYMENT ON THIS STATEMENT.
ELC: LM
ENC-. 3
k
VERY TRULY YOURS,
REID., MIDDLETON &L ASSOCIATESj, INC.
ZIA n L f. /C L I NOE
MUNICIPAL ENGINEERING WATER SUPPLY SEWAGE TREATMENT SURVEYS SUBDIVISIONS
ERNEST W. HAHN, INC./General Contractors/ 2311 West El Segundo Boulevard/Hawthorne, California 90250/ Phone (213) 757-9151
City of Edmonds
Idsionds , Washington
October 3. 1967
STATZNW�
To Invoice you for City of Edmonds'
portion of 30" storm drain line on
73rd Place West and 228th Street per
the instructions of Earl Cline of
Reid, Middleton & Associates, Inc.:
Re i K-Mart
Zdamda 9 Washington
Amowt Now Dueesesoesee*oses ... $19500-00
McConnell, Jeanie
From:
McConnell, Jeanie
Sent:
Wednesday, July 02, 2003 9:44 AM
To:
'Spangler' Rene'
Subject:
ROW Pe�mit extension
Rene,
This e-mai I is being sent as conf irmation of a permit extension for 2003-0087. The new expiration date is
3/5/2004, which is consistent with the permit timelines for the Panch 99 project at 22511 Hwy 99.
Thank you,
Jeanie McConnell
City of Edmonds
425-771-0220, ext. 1338, Tuesday -Friday
mcconnell@ci.edmonds.wa.us
1
McConnell, Jeanie
From: Spangler, Rene [RSpangler@SNOPUD.com]
Sent: Wednesday, June 25, 2003 10:24 AM
To: Jeanie McConnell (E-mail)
Cc: Gadbois, Dann
Siubject: City of Edmonds Permit No. 2003-0087
Iqi Jeanie!
Per our conversation, I would like to extend Permit No. 2003-0087, job located at 2�511
Hwy 99, for one month. The original expiration date was June 27, 2003.
Thank you for all your help.
Rene Spangler
1
LANE CLOSURE ON A LOW VOLUME ROAD
(NO FLAGGER, TRAFFIC SELF- REGULATING, 35 MPH OR LESS)
SPEED
SIGN
SPACING
BUFFER
LIMIT
A, B (FT)
(FT)
25
200
55
30
200
85
35
1 350
120 1
-.0- 224TH ST SW -0-
I SNOHOMIS
ERRflEM
k PUBLIC UTILITY DISTRICT NO 1
El A TAPER BUFFER
50'MIN
100'MAX
0
7400
0 all
TRAFFIC CONTROL PLAN
PROJECT REPLACE BAD ORDER LINEPOLE AND INSTALL A SIDEWALK GUY & ANCHOR
LOCATION 7400 224TH ST SW
E . NGINEER DANN GAOBOIS DATE 3/18/03 - WO No 334455
PHONE 425.347.4442
CELLULAR 425.239.8213
�"W 566 "q
ERMIT NO: 9730
City of Edmo'nus PERMIT EXPIRES
4Nk
01. 4�. SIDE SEWER PERMIT
4C.
Address of Construction: ft"W LID #
Property Tax Account Parcel No
Attach copies of all access and utility
Owner and/or Contractor:
Contractor License #:
Single Family
F� Multi-Fiimily (No. of Units
'r -3Commercial (No. of Units
fr"I Pu6lic
Verified and Approved by
Wing Permit
Invasion into City *Right -of Wayt.
i � Kyes No
*RW Construction Permit #
Cross other **Private Property: El Yes 0
"Attach legal description and copy of recorded.easement.
Owne rlContractor SIP41 iv 3
0 or contractor signature and acknowledgement statement: Date
By signing for this permit I certify that I have read the.City's public handout entitled
ide Sewer Specifications, and, shall comply with all City, requirements outlined therein.
9 CALL DIAL -A -DIG (1-800-4$')5555) BEFOREANY EXCAVATION 9
'Iff FOR P�S_PECTIQN CALL 425-771-0220 extension.Likg
24 hOUR NOTICE REOUTRED FOR ALL INSPECTION RE4)tJESTS
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45RE-INSPECTION FEE WILL BE CHARGED,
Job Site Ready YES NO Date: Initial:
�Partial Inspection: Date: -025 Initial:
P p
artial Inspection: ate� 260'�3 Initial: TVA
j
t
T-7
-F -built to Street File: E]
FINAL INSPECTION APPROVED: Date: /T� an'jiaCl MC As
t� PERMIT MUST ' BE -POSTED ON JOB SITE t,
White Copy: File Green Copy: Ins . pector Buff Copy: Applicant
L-,temp;bldg;forms-,sspertnitjlg4/00
1,7C. 1%9-
Address of
Th
City of Edmonds 1E111 11: 9731
PERMIT EXPIRES
QT"U QVIVUD IDUDX41rr , _]q? 0
Property Tax Account Parcel N
Z� I I
Attach copies of alt.access and utility easements,
Owner and/or Contractor:
4r 113
X
Verified and Approved by
Contractor License#: (A 'je!jjL1 V1 N ..L]LIJBuilding Permit #:
Ej Single Family Invasion into City *Right -of Way: es No
Multi-�Family (No. of Units *RW Construction Permit #
Commercial (No. of Units Cross other "Private Property: El Yes' YNO
F1 Public "Attach legal description and' copy of Tecorded easement.
Owner or c;ntractor signature and acknowledgement statement:
By siping"for this permit I certify that I have read the City's public handout entitled
ide Sewer. Speci ications, an d shall comply with all City requirements outlined therein.
S;A�r!l
Date '
W CALL DIAL -A -DIG (1-800-42"
.4-5555) BEFORE ANY EXCAVATION 19'
.2, FOR INSPECTION CALL 425-771-0220 extension,13 Ar,
24 -HOUR NOTICE REOUIRtD FOR ALL INSPECTION REOUEST�
Pe rmit Fe e
Trunk Charge
Assessment Fee $
FOR OFFICE USE ONLY
.. .... ...... . ..... .
R-epair Fee $ Issued By:
CityPermit Surcharge Fee $5.00
Date Issued:
Receipt No:
Total Fees Paid $
t
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
In i _T4 �As-built to Street File:
FINAL INSPECTION APPROVED: Date: 10 [03 V I tilal-�� I
1,� PERMIT: MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
le
L;temp;bldg,forms-,sspenTiitjlg4/00 . . I
�J'PR IT N IT31
City of Edmonds 0
Q11"1111W QrWrD PFIDA41T PERMIT EXPIRES 61&1
Address of Construction: —I, I'S I t Hww 01 Q *I I I LH
Property Tax Account Parcel No.
Attach copies of all access and utility easements Verified ind Approved by
Owner and/or Contractor:
Contractor License #:
F] Single Family
Multi -Family 'No, olUnits
fommercial (No. of Units
Public
n4i
Building Permit#:
, i05
Invasion into City *Right -of Way: es El No
*RW Construction Permit #
Cross other "Private Property: El Yes �CNO
"Attach legal description and copy of recorded easement.
Owne /Contractor,,
Owner q� contractor signature and acknowledgement statement: Date
By signing for this permit I certify that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all City require mients outlined therein.
2 CALL DIAL -A -DIG (1-800-42�40555) BEFORE ANY EXCAVATION 9
'R FOR INSPECTION CALL 415-771-0220 extension-i
24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS
FOR OFFICE USE ONLY
.. ...... ....
Permit Fee Repair Fee $ Issued By:
Trunk Charje $ Date Issued:
Assessment Fee $ Receipt No: .9=0
City Permit Surchargo/Fee $5.00 Total Fees Paid $ 15745-
NOTE: IF JOB SITE IS NOT READY. -FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO. —Date: Initial:
Partial Inspection: Date:
P p
artial Inspection: L,!Pate: Initial:
F F
INAL INSPECTION APPROVED: Date: 101mb qat.",�.-r;A-s-builtto Street File: E]
1,� PERMIT MU ST BE POSTED ON- JOB SITE t,
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp;bldg;forms;sspermi tjlg4/00
F1
City of Edmonds -P IT NO's'. a73:7
PERMIT EXPIRESZ-) N 10Q
SIDE SEWER PERMIT
Address of Construction
Property Tax Account R
Attach copies of all access and utility easements Verified and Approved by
Owner and/or Contractor: V21EIP CM�WVLM/'1VK
Contractor License #:
E] Single Family
Fj Multi -Family (No. of Units
ornmercial (No. of Units
F� Public.
uilding Permit
Invasion into City *Right -of Way: Kyes E] No
*RW Construction Permit #
Cross other "Private Property: , El Yes XNO
"Attach legal description and copy of recorded easement.
Owne ri/Contractor
or contractor signature and acknowledgement statement: Date
,By signing for this permitl certify that I have read the City's public handout entitled
Pide Sewer Specificati ons, and . shall comply with all City req . uiremenis outlined therein.
2 CALL DIAL -A -DIG (1-800-4207--5555) BEFORE ANY EXCAVATION 9
R FOR INSPECTION CALL 425-771-0220 extensionMIA
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
Trunk Charge �
Assessment Fee $
Date Issued:
Receipt No:
City Permit'Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
.INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO Date*: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: :,4 Pate: Initial:,
FINAL INSPECTION APPROVED: Date: 1dtMjd3 f ' Ugtlja[_��17,-JhLAs-built to Street File: E]
t� PERMIT MUST BE POSTED ON JOB SITE'�j-
White Copy: File 4 Green Copy: Inspector Buff Copy: Applicant
L-,temp;bldg;forms;sspermitjlg4/00
W�' 4-
-(Cc p4-or-
((x0-;k-CJQ
PE11MIT NO: 9723 " ewityAnt
City o,f -Edmonds
PERMIT EXPIRES
qpk ga-nCli-N mixkAke�
E-N*E-R=Pf;P,-A4&Z
Address of Construction: Ilyn h &J51 CA LID #
Property Tax Account R
Attach copies of all access
Owner and/or Contractor:
Contractor License #:
F� Single Family
R Multi -Family (No. of Units
Verified and Approved by
invasion into City *Right -of Way: [�Yes No
*RW Construction Permit
Cross other "Private Property: El Yes No
XCo.mmer6al (No. of Units
P "Attach legal description and copy of recorded easement.-
ublic
j
OwneCQontr�a6tor
Date
Owner or contractor signature and acknowledgement statement:
,21 By sig n*ing for this permit I certify that I have read the City's. public handout entitled
de Sewer Specifications, and shall comply with all City requirements outlined therein.
2 CALL DIAL -A -DIG (1-800-4t45555) BEFORE ANY EXCAVATION W�
R FOR INSPECTION CALL 425-771-0220 extension FiuM
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
.... . ...... .. .
. .. ..... . ......
FOR OFFICE USE ONLY
. ..... ....... . . . . ....... .. . . . .....
Permit Fee Repair Fee $ Issued By:_
Trunk Charge $ Date Issued:
Assessment Fee $ Receipt No: 1-0 IZ71-b
City Permit Surcharge Fee $5.00 Total Fees Paid $_
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES No -Date: Initial:
Date: Initial:
Partial Inspection:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: Initial: P -A,s-built to Street File:
1,� PERMIT MUST BE POSTED ON JOB SITE t�
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L-,temp;bldg;forms-,sspermitjlg4/00
C. I 9,�y
j
.Address of
City of Edmonds I'll 10: 9724
PERMIT EXPIRES 6
SIDE SEWER PERMIT
Property Tax Account Parcel No
I . � ILq 4t!:�
M4 I-01C)o
'k1tach copies of all access and utility easements Verified and Approved by
r% Al 0 + A
W11r. all 01 011 1 a U1
Contractor License
Single Family
F-1 Multi -Family (No. of Units
Commercial (No. of Units
Public
0=141, M.- I il FIN M
(j MON` on
1nv`a-0b--n-i_n't-o City *Right -of Way: �R_Qes E] No
*RW Construction Permit# ZO
Cross other "Private Property: Ej Yes ' WNo
**Atta ch legal description and copy of record�,d easement.
Owner or contractor signature and acknowledgement statement:
,By si
gning for this permit I certify that I have read the City's public handolut entitled
i e Sewer. Specifications, and shall comply with all City requirements outlined therein.
a f 4 - 4:20__
Date
2 CALL DIAL -A -DIG (1-800-414,-5555) BEFORE ANY EXCAVATION 2
W FOR INSPECTION CALL 425-771-0220 extensionA3_2V&_'
City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.,
. Job Site Ready YES I NO —Date: . Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: 10 f74[02-) - r 'J In itiai:j�h jT5± As -built to Street File: F-1
t� PERMIT MUST BE POSTED ON JOB SITE t�
White Copy: File Green Copy: Inspector Buff Copy: Applicant
L;temp;bldg,forms;sspermitjlg4/00
30 7�3 'T _F
STREET FIL PLANNING DATA
ew Commercial Mulffamily Pirdects
SITE ADDRESS: 5 t V. —ZONING: 6.6 74�_
ALLOWED?: Y4 �e-m
USE(S) PROPOSED:
LEGAL NONCONFORMING LAND t JSftnETERMI NATION ISSUED
CUP File: —To Allow What Uses?:
z
z
AA
ADB FILE #: IVA_ g" ")
PARKING:
Use:
No. Spaces Required: I/ 2-m "
. X 134-7.50
(floor area, # employees, etc.) (o -7 '7
Use: aeon
No. Spaces Required: /3,
X
(floor area, # employees,'etc.)
Use:
No. Spaces Required:
X
(floor area, # employees, etc.)
Use:
No. Spaces Required:
X
(floor area, # employees, etc.)
Total Required: 9�) 37o Actual Provided: ilk
SETBACKS:
Required Setbacks:
Front: Left Side:
—Right Side: —Rear:
Actual Setbacks:
Front: Left Side:
—Right Side: Rear:
Street map checked for additional
setback required? (Yes/No)
. WL
MAXIMUM FLOOR AREA.
Maximum Allowed: Actual:
BUILDING HEIGHT: lv(-
Maximum Allowed: Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
LANDSCAPING: k/ e_
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #:
SEPA DETERMINATION: —
SHORELINE REQUIRED?:
Continued ...
1A1ibrary\^P1andatNewConun.doc
6 0
z
t
DATE: 10 119 la3 PLANCHK#- 03-409
NAME OF BUILDING PERMIT APPLICANT:
PROJECT DESCRIPTION:.
ADB FILE #: OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? M
OTHER:
Plan Review By:
1A1ibrary\^P1andatNewComm.doc
PLANNING DATA: SIGNS
S E��=ELTF=ZLE
Name: Wells Fayg�-, 4p, t
M 'Irtg Ct
Date:' 0 0 ( p
SiteAddress: VoVigil
Rf 0 VWer L
.1 9q 10(o
Plan Check#: 0
Project Description:
N--eW W4 11 f7 f 9 V1
e N
Reduced Site Plan Provid d: es 0)
Zoning: Cp C,
Comprehensive Plan Designation: H-W-1 6101 AC,-HVI*i-I
-GfV1t-eV'
Map Page:
Corner Lot /NO) *
Flag Lot: (YES
ADB File # (or date waived): woNeA- acIvYLA.Wi a r P ro 4-11 D I t,00 40
TOTALAreap rT
ype of Sig'
Type of
Allowed in
Matrix
conditions
Allowed
area per
Unit
TOTAL:
sign area
Proposed
Sign
zone?
meti
Unit
allowed for
sign area
this sign
Example
wall
wlinternal
Yes, with
Yes
I sq.
ft.11ineal ft.
41 ft.
attached
41 square
20 square
illumination
conditions
attached
wall
feet
feet
walt
wall
Sign #1
wliaw,al
Ye,,��
MIA
2-S
2.8
rp
211
Q'i 0
101.S 5P
Sign #2
C,4 I W I
ov-
Sign #3
2�:T. I
r-) M (A I
TO TA L Sign Area for TenantlSite
Max Permitted:
Previous Tota . 1:
Fproposed Total:
Sign Type: W Ll
Max Permitted: Jol ot ej
Actual Height: ol 43
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Si ting
gn Ligh
Sign Type: Wait
Proposed: jy%JC#V141 11JUVVV.
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
IP 4- 14. 1:� e; pyo pv
p6
,C-4
:1
kANNING DATA: SIGIR STREET=FILE
Colors
Proposed:, 0 W Y,-e�j
Acceptable?
Requires AD6 Approval?, ..N-. P.
Sign Location,
If freestanding and 3-feet or over (unless a fenc6) meefs-set6a�dks.
Re Setbacks
Street:
N 1A
Side:
Side:
ear:
Ac Setbacks
Street:
Side:
Side:
Rear:
Eand�&aping for-Free�tafidihg ftfis
Size: IA-
Location:
Critical Areas Determination M
11 Study Required
El Waiver
Other
OM6
MOP-T
Plan Review By:
C11Y14
0
Ow
z
PLANNING DATA .
New Commercial / MultiFamily Proiects
SITE ADDRESS: 2-2-511 4- ( 0& ZONING:
USE(S) PROPOSED:— OV4:21 ALLOWED?: . *j
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/fl)
CUP File: To Allow What Uses?:
ADB FILEM '�' e."I..' �7
PARKING:
Use:
.
X
Use:
X
Use:
.
X
.
Use:
X
No. Spaces Required:
(floor area, # employees, etc.) =
No. Spaces Required:
(floor area, # employees, etc.) =
No. Spaces Required:
(floor area, # employees, etc.),=
No. Spaces Required:
(floor area, # employees, etc.)
Total Required: Actual Provided:
SETBACKS: . . ot-
Required Setbacks:
.Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side: —Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: Pt
Maximum Allowed: Actual:
BUILDING HEIGHT: ML
Maximum Allowed: Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: —Datum Elevation:
Elevator Penthouse > 3 feet over'height limit? If so,VAR#
LANDSCAPING: t)L
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #:
SEPA DETERMINATION:
ty'a
SHORELINE REQUIRED?: - (A
Continued ...
1A1ibrary\AP1andatNewComm.doc
Z
DATE: PLANCHK#: C>4-001
NAME OF BUILDING PERMIT APPLICANT:
PROJECT DESCRIPTION: 'it —.,A, �e�2,,, I-,-*tA
ADBFILE#: ORDATEWAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION: IVA-
LOT AGGREGATION REQUIRED?: IV4-
REDUCED SITE PLAN (8.5X1 1) PROVIDED FOR STREET FILE? Aj4
OTHER:
Plan Review By:
�2-
&A#f,-'A 01-6- O�- - a V--
co tar 1 0 V-
rc ,, t, 4, , �, 6.6x" 6 Ike.,
lvvk - po��4�A
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141 Ole-
1:\fibrary\^P1andatNcwComm.doc
-T
CY')
L
K = 3.08ft
im = 2.68ft
s = 1.38ft
J = 2.23ft
ewe = 3.29ft
I = 1.21ft
ry = 2.25ft
diamond = 5.56ft
OT
o , REET FILE
WWM BY PLANNING
v
Total square footage = 21,s68
--�F��-ryoF EbMONDS
ul,,�j)!NQ_ DEPARTMEN"I
AD
APPROVED DATE:
BLDG. o7!7:,C1AL
� L, �, I � RDU 7, D
JAN" 7 ^fD�
COMER
W Z�
I, f�l HWY
CITY OF EDMONDS GARY HAAKENSON
121 5TH AVENUE NORTH - EDMONDS, WA 98020 , (425) 771-0215 - FAX (425) 775-7721 MAYOR
FIRE DEPARTMENT www.edmondsfire.org
August 4, 2003
RECEIVED
AUG - 5 2003
Mr. Kevin K. Chow STr-r-i[-,,,ET
Freiheit & Ho Architects BUILDING DEPT.
10940 NE 33rd Place #202
Bellevue, WA 98004
Ref: Ranch 99 Suite Addressing Changes dtd 7/2/03
Dear Mr. Chow:
This is an excellent plan! Fire and Emergency Services for the City of Edmonds
appreciates the addressing standards that you are maintaining.
Attachment: 99 Ranch Market Shopping Center Suite Addressing Proposal
C�c�:uilding Official
Fire Chief
Police Chief
Public Works Director
Incorporated August 11, 1890
a
"
� ~~
/`J—�----`
ri
FTRTI'
tj
MLI
0
TFJ
a MEET FILE
0
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK 5t"61011 -- I
ADDRESS 2Z5-// ll�W 7 -4'/J/
OWNER PadLLL IA�h<
APPROVED DATE:
BLDG. OFFICIAL
PERMIT NUMBER
,,,V2 -4�7
"'ITY OF EDMONDS
P"),"I'L.-DING DEPARTMENT
Wo,r<*f -Z/I/AZ6 -
-4 P s S� 4-4/
—F 't &g Z '(fez
APPROVED DATE:-
rBLEG. OFFICIAL
�ELFERMIT NUMBER
APPROVED By PLANNING
to
- -11 F-
a son
REE, I
Ftj�"'CE I E D
t.,'G-V 12 2003
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
HEIT & HO
IFR I
A R,,
CHITECTS, INC., P.S.
10940 NE'33Rb PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.21 00 F:425.828.6899
4:1^J
May 30, 2003
CITY OF EDMONDS
Development Services Department
Building Division
121 Fifth Avenue Neth
Edmonds, Washington 2'
Im
ATTN: Ms. Lara Pa Jer, Permit Coordinator
RE: Addressing and Assignment of Tenant Suite Numbers for the 99 Ranch Market Shopping Center
Located at 22511 Highway 99 South, Edmonds, WA 98026
Lara,
Attached, please find tlie sU . ite-numbering plan. for the 99 Ranch Market Shopping Center retail — restaurant tenants.
The majo:r ten6n* t','90 Ranch Market, will be suite 100. The remainder sequence of the suite starts at the southwest
comer of the building with suite 101 and running clockwise to suite 113 at the northeast comer of the building.
Please forward a copy onto the Police, Fire, Engineering, and other essential Departments within the City of
Edmonds. I have forwarded the same numbering plan onto the US Postal Service for their information and use.
Thank you for your assistance and if you have any questions regarding the suite numbering system or should
required additional information, please do not hesitate to contact me at 425.827.2100 or email at
kchow(a)fhoarch.com.
W�
ARCHITECTS, INC., P.S.
KEVIN K. CHOW —
SENIOR ASSOCIATE
IV",
qc: Danny Au, Vice President, TAWA -Supermarkets, Inc. -
A02.366 Project File'
atySuitaNumberingUr.doc
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SITE INFORMATION
OfTe AREA s"Aas
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i kIPPROVED DATE:
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[Obtain ElQctrical Permit from
St: * I
StalelLabor & Industries
'-"'**ITY OF EDMONDS
SUILDING DEPARTMENT
W017-l< -4
ADDPf'-'_*SS
0VAfj%(ER—
APPROVED DATE-,_
BL-013 0cf=JClAL
STREET FILE
APPROVED BY PLANNING
RECEIVED
NOV 14 2003
DEVELOPMENT SERVICES CTR
CITY OF EDMONDS
�c
OCT- 2 6 1999- T
DEVELOPMENT SeRVICES C
CITY OF EI)MONC)S
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225TH PL SW
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7-3
. Attachment 1
File No. ADB-99-182
R
NOV-03-03 16:03 FROM:TAWA MAINTENANCE
i4
e17
.DATE:
TO:
t0R./MS._
COMPANY:---�
FAX NO:(
I13:71439433BB PAGE 1/7
WELCOME MARKETj INCw
6281 REGIO AVE., BUENA PARK, CA 90620-1042
TEL: (714) 521 -6899 FAX: (714) 670-7799
FAX, COVER S Vrr
HEET
TIME:
FROM:
nD RTMENT:
F
FAX 0: (7l4)#t#42;18
ejq4�-�� -
I I I I ?
Number of page transmitted - I (including this page).
If transmission is not complete. Please call the above sender at (714)521-8899 Ext. for
re -transmission, Thank you.
MESSAGE:
F
I - 7
V
Fax,doc
NOV-03-03 16:04 FROM:TAWA MAINTENANCE
ID:71499433BB PAGE 2/7
WELCOME
MARKET,
INC
November 3, 2003)
Mrs. Meg GjTuwell
Senior Planner
City of Edmonds
Planning- Department
121 S'h kve North. Edmonds, WA 98020
Via Fax: (425) 771-0221
RE: 09 Ranch Market Tenants wall signs
22511 Hwy 99, Edmonds, WA
Dear N1 -s. Gyniwell
Thank you for the letter you faxed to me dated October 30, 200-3, regarding distributing
signs arca between tenants and different of units address numbering.
The numbering of the units has been change after the Fire Marshal requested letter dated
-1
June 25, 200' 3. The new numbering method beas for a reverse of the order proposed unit
100 would commence at far left 224 and market would be unit 108. See attached letter
from City of Edmonds Fire Department and revised approved units numbering plan.
Since, tl-,e total sign area to be divided LIP is 350 square feet. We're propose the following
allocation along Highway 99 and will be recalculate as follow:
�)Q Ranch Markot unit 108 sign arca 104 squaic rccl, RcstauituiL urili 163) sl-n area,48
0
square fi.-et (50 feet storeftont) Nine retail units 22 square feet of each total 198 square
feet (25 feet storefi-ont) Total 108+48+198=350 square feet
I J nit I OC, 10 1 and 102. Facing to 224 th Street, we can use the city sign requirement one
0 10
square feet per one linear feet of storefront. Since, only three tenants and each unit would
not be more than 50 sqft as total of 150 square feet.
Please let me know, if this revised sign proposal will work with you same as unit
nUmbers. Thank you very much. If you have any questions, please feel free to contact me
at (714) 521-8899, ext 7339.
incerel�,
H ny
n stru
stru -tion Dept,
NOV-03-03 16:04 FROM:TAWA MAINTENANCE
ID:714SS433BB
PAGE
3/7
4--7 C. Is C)"
JUN 2 7 M-
CITY OF EDMONDSKERIOT I HO ARCHITECIS
121 STH AVENUE NORTH - EDMONDS,WA98020 - (425) ni-0215 ^FAX (425) 775-7721
RRE DEPARTMENT wwwadmondsfira.org
Mr. Kevin K. Chow
Freihcit & Ho Architects
10940 NE 33d Place #202
Bellevue. WA 98004
June 25, 2003
Ref; Ranch 69 Suite Addre"ing Proposal dtd 5130/03
Dear Mr. Chow:
GARY HAAKENSON
MAYOR
I have had an opportunity to review your proposal for suite addressing at Ranch 99
project, 22511 Highway 99 in Edmonds and I have concerns regarding that proposal.
City ol Edmonds maintains an existing system for building addressing that is applied as
a standard and is aligned with Snohomish County numbering. Although the City does
not regulate the suite numbering for occupancies, there are sensible street and building
stand-,�irds that I would like to see built upon as the suites nLrnbering system is called
out.
The door& to each separate tenant are lettered/numbered consecutively in the direction
of street numbering increase (north to south or left to right a3 viewed from Highway 99).
This provides a logical progression for emergency service response and aids customers
in locating tenants. USPS does not traditionally care -they will deliver to any number so
designated by owner.
Aurora Marketplace strip mall (23632 Highway 99) is a good example of this "system".
Suite "A" commences at 236" (north end) progressing door to door to ste "V".
Looking at the tenant entries on the proposed plan and applying this numt3ering method
begs for a reverse of the order proposed -suite i Go would commence at far and upper
left, progressing numberically to the right. The primary tenant would be sle 108 due to
the main entry location for that business.
My main concern is assuring that emergency fire and medical services as well as law
enforo3ment can quickly locate where they are need to go in response to your
emergency. Call _Moiatt*2�) T71-0213 if you have questions.
Sinrrl
JO Was all
F AVeMji 1 rsh all
Cc: Building Official
Incorporated August 11, 1890
NOV-03-03 1B:04 FROM:TAWA MAINTENANCE ID:7149943366 PAGE 4/7
C) Q
CITY OF EDMONDS
121 STH AVENUE NORTH , EDMONDS, WA 98020 , (425) 771-0215 , FAX (425) T?5-7721
FIRE DEPARTMENT www,edmandsflre.org
August4,2003
AUG- 6 fwt^-
Mr. Kevin K Chow FREiNEIT ZWJ
Freihelt & Ho Architects ARCMTEc7s
10940 NE 33d Place #202
Bellev,je, WA 98004
Rat Ranch 99 Sufte Addressing Changes dW 1063
Dear Mr. Chow.
This is an excellent plarif Fire and Emergency Services for the City of Edmonds
appreciates the addressir�q standards that you are maintaining.
Sinmnfly.
Attachment: 99 Ranch Market Shopping Center Suite Addressing Proposal
Cc: Building Official
Fire Chief
Police Chief
Public Works Director
Incorporated August 11. 1890
GARY HAAKENSON
MAYOR
Ln
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FEE
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CHI m CKI m f --7 M m CHI
v%j Lu'ri
NOV-03-03 IB:05 FROM:TAWA MAINTENANCE
ID:7149943366 PAGE 6/7
u u
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NOV-03-03 IE1:05 FROM:TAWA MAINTENANCE
ID:714BB433BE3
PAGE 7/7
. E - - -il
0
APPROVED B PLANNING
e
Rl: Mdd a ft mM dwrowl mar. and Vc to black .0
174.6'
L '0 0
18"
29"
I
LOGO & GINGULAR
(��
NOGT
Q
SQUARE FOOTAGE: 18-57
WIRELESS
S Q
QUARE FOOTAGE. 1.55
0 R E L @Ej��j 6.28'
57.32"
(2A
CINGULAR"
FACES: . 177' ROHM & HAAS # 7328 WHITE ACRYLIC (NO DIFFUSER)
n"MCAP: I' BLACK � NON -STOCK RETURN
AND
RETLIRNS: 5'DEP ALLIANCE.050'Al-UNNUM TRIMCAP COLOR
PRE -FINISHED BLACK
WITH PRE -APPLIED 3M L.Ef #3630-100 ON INTERIOR SURFACE.
LETTER BACKS: .063' ALUMINUM PAINTED SPRAYLAT 'STARBRITE'
'LETTER-LOK* 2000 FASTENING OF NOTCHED RETURNS TO LETTER BACKS.
EO
ILLUMINJITION: 60ma EGL i3mm 6500 WHITE NEON, AS REQUIRED FOR PROPER ILLUMINATION
'JACK"
FACE:.177* #7328 WHITE ACRYLIC WITH FIRST SURFACE 3M #VTV-9936 ORANGE TRANSLUCENT VlNYL.
101-0"
=�r*:1'81ACK.
S 5" DEEP ALLIANCE.050" AWMINUM
PRE -FINISHED BLACK
V41TH PRE -APPLIED 3M LE.F #3630-100 ON 04TERIOR SURFACE.
EQ
LETTER BACKS:.063' ALUMINUM PAINTED SPRAYLAT'STAFtBRiTE'
'LETTER-LOK' 2000 FASTENING OF NOTCHED RETURNS TO LETTER BACKS.
ILL1.1111119MON: LEDs, SLOAN CHANNEL L.E-D. ORANGE #611
"VARELESS'
0—
GEMINI CAST 1' DEEP ALUMINUM LETTERS PAINT TO MATCH MATHEWS SV202 WHITE -SATIN FINISH.
SEE SHEET 5
STAND OFF FASCIA 1/4".
ELECTRICAL REGUIREMENTS FOR NEON ILLUMINATION
As mquired by standard 161 , 604ech EWlrkal Advardsing, Inc-, wckdvdy uses secondary Ground WVmffuptBd M
E2& Sign MUST ham - A do*,&d braneh drcuk
Thme wires: Une, Ground. and Nmdral.
wire Size: W 12 GA IMN Cqmr Ore.
NOTE: The gauge of Me w1m Is dc=d by ft le= of the run & ampWAP as Per REC Arfide 3M
The ground ave must be confinuous & go from the sign to at panelboard ground bus.
V*w bahveen ground and neutrid should measure no mom un 3 walls.
Power to ft sip nnm be dam by a kansol dectried earrador or liomsed dwulden.
CUSTOMER APPROVAL SIGNTECH do" NOT prm*k
primary elecbfcal to sign lo�
CUM— 'r -&it-
COPY,= Lsaus
Thf4 4mign is af SpdDch ard carnat b� q..d—d
i� = 0— PH" -fum P.—L
&*t
STOREFRONT ELEVATION 3/16* = 1'-0'
INSTALL ONE SET OF S3 WHIR CHANNEL LETTERS
RCWA3120
Cingular Wireless Date: 9/12/03
22511 Highway 99, Sufte 109
clty� sta!t Eft.& WA 98020 Z:�
SalespeT� �_N., ��roject Manager David Dare
Drawn by: tthonisen Scale: Nuted 1 X I X
STREET FILE
Dra,Mnq No. 03-00882
sheer 4
of-__6 -- 1. .' �'�
f
RI: Ad&d K IL r4n dW4M ftwm ard tt ID Wd� W addd ft* dwS to d *14um
23.6875"
2 7111'--
:cingula
2-
- — ------------------------- -------- ---------------------- ------- WIRELESS
3.
7/8" Store Hours:
7/8"
7/8-
$un - Thurs 11:00 aryi 8:00 pm:
5/8' i !
7/8 Fri - Sat 10:00 aryi 4 8:00 pni:
MADCt�
��w .
60,
0 G1 -FS HOURS VINYL -FIRST SURFACE SCALE 3" = 1 1 -0" A. F. F.
"JACK' VINYL TO BE 3M VTV #9936 ORANGE VINYL.
ALL COPY VINYL TO BE 3M #7725-10 WHITE VINYL. 36'
ALL FIRST SURFACE APPLICATION.
TRIM "JACK" IN FIELD TO FIT DOORS.
CUSTOMER APPROVAL SIGNTECH dws NOT PmVide
pr(nwry elm*al to sign lqcaftl-
865po t
DO. C.W— Sig.". D.E.
copy caoRs & SUES
Thka destr� is 1he —Azl� "M
.� "fd. M i. P.L M1
d SoUch -d —0 t� rqvoduMd
,t 0.6 prk—W- pp..A
Ix g Q
F
DOOR ELEVATION 1' = V-0-
Job Nate: Cingular Wireless Date. 9/12/03
res
op AddT!<. 22511 Hiliftway 99, Suite 109
Edmonds WA 98020
David Dare
Drawn by: Lthomsen Scale: Noted
Lj� Drawing No. 03MS82
sheet 5
of: 6
R1
0.4/11/1003 FRI 10:21 FAI 3606000 Nelson & Sons Const. Co. @002/003
4)
NOM--
FLASHING BEACON SMALL BE
INSTALLED AT EACH SION rOR
miGHT-TimE USE.
2. Dt STANCES MAY. VARY AS APPROVO
UY THE ENGINEER.
1. FLACCERS REQUIRED TO CONTROL
TRArPIC YMENVER THE CONTRACTOR
MUST INTERRUPT TRAFFIC FLbW
TO ACCESS THE WORK SITE WITH
uATEMALs OR WmPmENT.
4. SIGN SIZE PER WUTCD,
-jo—O =-7—
=4--
Fz
W-
Q1
.42 -
W:11:ff-1
I
SPEED
(MPH)!-6FFsrr
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(FT)
WIDTH
10'
12'
25
105
125
25
30
150
1 ISO
1 30
E25
�343�0'
35
275
1
40
4$
4b
L-
QW-V
Date
Orl
m
CONE OR CWANNELIZING DEVICC
[SEE STD Z02)
WORK AREA
'zoo'
Cw4TA01-
e.
200,
200'
4-
26d*t�
t <t( 7 A)
- I HWY 19
'11::ZA-HC H - --M A R> K E T - 22 15, 1
04/.Ir/2003 FRI 10:21 FAI 3
800 Nelson & Sons Const. Co,
0 9003/003
<&7 A)
i
NOT9
I. FLASHING BEACON SHAd BE
INSTALLED AT EACH SIGN FOR
NICHT-TiME uSE.
2. DISTANCES MAY. VARY AS APPROVED
By THE ENGINEER.
3. FLACGERS REGUIRED, TO CONTROL
TRAFFIC WHENEVER THE CONTRACTOR
MUST INTEPAUPt TRAFOIC FLbW
TO ACCESS THE WORK S I TE WITH
MATERIALS OR EOUIPME!NT.
4. SICN SIZE PER MUTCD.
2 ro
TABLE A
I
SPEED
(UP14)
TAPER L16NGTW
(F T)
-
CONE SPACING
ALOkO TAPER
�(FT)
rSET W-1-D-T
10' A
12'
25
105
125
i 25
30
1 so
I w
BO
30
33
'___
_70
'0
i0s
24-S
1 35
H2701
320
=
i 40
45
450
5
540
45
A—
I
14
01
LEGEM,
ffi CONE OR CkANNELIZING DEVICE
(SEE STD 702)
WORK AREA
HoTB: C, rt*4740L
TP
,A
sor IDISICUP7 71+e
F-ow -OF MkfFtc-
A 11
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nit sicit4A-L
200'
200'
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t
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FOR ..... N!�� a -M. 1 s,4..
15�14
Chrisman, Lyle
From: Waite, Jim
Sent: Friday, May 09, 2003 8:43 AM
To: Chrisman, Lyle
Subject: RE: Ranch 99 market (old Kmart)
.W
Lyle,
Can you have the contractor purchase the MH and bill us for it? That would be the easiest. Depending on where he gets it
he could even use our account.
Thanks,
Jim
----- Original Message -----
From:, Chrisman, Lyle
Sent: Thursday, May 08, 2003 3:59 PM
To: Waite, Jim
Subject: Ranch 99 market (old Kmart)
Jim,
During the preconstruction meeting with the developer I brought up the issue of the 45* bend in the sewer main in front
of his building and asked, if the City provided the sewer manhole, would he have his contractor install it. I explained
the line mainly served his building and it was to his benefit to do it. He agreed to install the manhole. I don't know if
Scott said anything to you, I had assumed he would so I didn't think about it anymore, but Chad mentioned to me a few
days ago that he had just heard about it. At anyrate, I it was my fault for not contacting you sooner and apologize for
not letting you know sooner. If you want a manhole at that bend, the developer will set it. Right now they are not doing
much outside, so anytime would be good. I will get a date as to when he expects to be done with all his sewer work
and let you know.
MANUFACTURE AND INSTALL ONE (1) INTERNALLY ILLUMINATED SET OF CHANNEL LETTERS AND LOGO, FCO LETTERS
MODEL 48FM
HORIZONTAL
13'-9"
5/8'
T-9 1/2"
5A 1/4"
t 2.37
z
Z
_71/2'
2.43 2.77 2.43 1 1.65
2'-7 3/4'
APPROVED BY PLANNING TYPICAL END VIEW
MANUFACTURE AND INSTALL ONE (1) SET OF INTERNALLY ILLUMINATED CHANNEL LETTERS WITH LOGO, FLUSH MOUNT
GLOBE LOGO: 5' DEEP
FACES: .118' ARISTECH ACRYLIC STEEL CLEAR SG THERMOFORMED ACRYLIC, OR APPROVED EQUIVALENT, DECORATED SECOND SURFACE
WITH VINYL AS SHOWN IN DETAIL.
.125' ALUMINUM RETAINER RING, PAINTED T/M MATTHEWS 41-342 BRUSHED ALUMINUM SATIN FINISH
RETURNS: .040" ALUMINUM, PAINTED T/M MATTHEWS 41-342 BRUSHED ALUMINUM SATIN FINISH OUTSIDE, SPRAYLAT STAR BRITE WHITE
LIGHT ENHANCEMENT INSIDE
BACKS: .040' ALUMINUM, PAINTED T/M MATTHEWS 41-342 BRUSHED ALUMINUM SATIN FINISH OUTSIDE, SPRAYLAT STAR BRITE WHITE
LIGHT ENHANCEMENT INSIDE
ILLUMINATION: WHITE LED
AT&T 5' DEEP
FACES: 3/16' ARISTECH ACRYLIC STEEL CLEAR SG ACRYLIC, OR APPROVED EQUIVALENT
VINYL FILM: 3M 3635-70 WHITE DIFFUSER FILM APPLIED SECOND SURFACE, 3M 3635-22 PERFORATED BLACK PSV, APPLIED FIRST SURFACE
TFUMCAP'. 1'JEWEUTE METALLIC SILVER
RETURNS: .040* ALUMINUM, PAINTED T/M MATTHEWS 41-342 BRUSHED ALUMINUM SATIN FINISH OUTSIDE, SPRAYLAT STAR BRITE WHITE
LIGHT ENHANCEMENT INSIDE
BACKS: D40' ALUMINUM, PAINTED T/M MATTHEWS 41-342 BRUSHED ALUMINUM SATIN FINISH OUTSIDE, SPRAYLAT STAR BRITE WHITE
LIGHT ENHANCEMENT INSIDE
ILLUMINATION: WHITE LED
AUTHORIZED RETAILER NON -ILLUMINATED ROUTED LETTERS
LETTERS: 1/4" THICK ACRYLIC LETTERS, PAINTED T/M MATTHEWS N923 BLACK, FLUSH MOUNTED TO WALL WITH STUDS AND SILICONE
"Nodiing in this pomit oprovul proem aW be
LiteMreted va allow;ng or permitting the
maintenance of any currently. existing iRegal,
zonconforming or unpermitted building, structure
or site condition which is outside the e6ope of the
building, structure or condition is shown on 3M #305-M
site plan or drawing. Such building, stru WHIIE DIFFUSER RIM
SECOND SURFACE
condition may be the &A*d of a w,,=Ae ------- - .11 IP CLEAR SO THERMD-
FORMED ACRYLIC DOME
enkrement a&jon."
LIGHT BLUE
SECOND SURFACE
3MRLM# M015 -----------
OM BLUE SECOND SUUACE
LOGO COLOR VINYL DETAIL
MAY 1 7 '2010
STREET FILE DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
SECTION DETAILS- FLUSH MOUNTED
JW AUX SYMBOL RETURN
.12F ALUM. CUT FUND RETANER
WMED TO MV ALUM. RAT STOCK.
'GLOW Alr SO THERNIOFORMED ACR"
(ACRYlgrEEL OR APPFOkfED E") SECONIC
SURFACE DECORATE PER CALL OUTS.
POWER UNIT
WHfrE LED STRIP -
DEr ALUNA SYNSOL BACK PLASMA CUT
SOR OR WA,11 AHCHORS AS REQUIRED
PER WALL �E
83 STAINLESS STEEL COUNTERSUNK SCREW
TO ATTACH RETAINER TO CABINET (TYP.)
WEEP HOLES WITH LIGHT SCREENS. AS
REOURED —
Obtain Electrical Permit from
State Labor & Industries
RETURN THICINM TO BE Ala ALLAGNUM
ITRIM CAP In
< <
LETTER FACE TO BE
.733 WHITE OR
CLEAA�PERFO—
WHITE LED STRIP
< LErrERS BACK TO BE 4W AALLKA <
< <
SCREWS OR LL ANCHORS AS REQUIRED
KRWALI.TVPE
PRIMARY ELECTRICAL FEED PASS THROUGH AS RECURRED
TO MEET Ul. AND APPUCABLE ELECTRICN. CODES.
WEEP HOLES WITH UGH7 SCREENS. AS
POWER UMT
0
vd.@-71 -I I
PROJECT: AT&T
ACCT MGR: Leslie Rund(el
DATE:
BY.
DATE:
1 13y-'
CU)STOMIER
LANDLORD APPROVAL
— ' ' 'ZI` - D
C—� "ING #:
,.,7
ADDRESS: L2LI Ed—nl& n�A
C L I E N T i
-5/3/.10
TM -
, — W.
phom: 503 620 - 8200
DESIGNEFL,
S C A L
0 A T E 4/26110
CATE.
DAM
SHEET 2 OF 4
f.: 503 620 - 7074
PHONE:
0—
RECEIVED
MAY 1 7 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
511
TEKSCREW
ACRYLIC FACE 0
TRIM CAP
LEDS
LOW VOLTAGE WIRE
.040" ALUMINUM BACKS
DRIVIT
BLOCK WALL
# 10 x 4" THREADED
BOLTS; EPDXIED INTO
BLOCK WALL (4-6 PER LETTER)
SPACERS
1/2"CONDUIT
TRANSFORMER
CONDUIT
-BOX WITH POWER
DISCONNECT
5" DEEP.040" _/ I I I L_o. 120 VAC
ALUM. RETURNS WEIGHT 4-5 LBS PER LE17ER
FLUSH MOUNT FACE LIT LED CHANNEL LETTERS
RECEIVED
MAY 17 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
ACRYLIC LETTERS
ON DRIVIT
FBI 11al m
CONCRETE
3/16 it x 4" ALUM. ALL THREAD STUDS
(Apprax. 4-6perietter)
SPACERS
/2" THICK ACRYLIC LETTERS . a
W: 1 LB. OR LESS PER LETTER
RECEIVED
MAY 1 7 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
e: ,
F22006 Editi6nl'R'-C`- WAW� AffigilOments
02066 Edition TBC w/WAC Amendments
[32006 Edition UPC w/WAC Amendments
and Appendices A, B, Q 1
02006 Edition lflmC w/WAC Amendments
02006 Edition l-FG(,'wlWAC Amendments
02006 Edition lFC w/WAC Amendments
02006 Edition VIAQ WAC 51-13
E32006 Edition WSEC WAC 5 1- 11
WILDNAG IDEPARTAENTf
017
WORK
ADDRESS,
- - 7, Z,
OWNER-=��
OFFICIAL
PERMIT NUMBER
= 9!�O"Z0/0 —0'33�0
"REET FILE
01
RECEIVED
MAY 1'7 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
I
reoc.
;z
Cal 4;z c
fir, 4-0
7-4f
-Ni (or 1(0�1
/ 0� q 11 bofc**, - I to 0 4
7o o� $.#A. q
13 qo -r� tv Rq OAC C,
STREET FILE RECEIVED
MAY I 120110
DEVELgmENT SERVIC,�S CTR
'ITY
C OF EDMON[S
PLANNING DATA
-- Sign5 --
Name: AT 9
Date: As,-
-, /a Ll Ac >—
Site Address:
Plan Check #.- BLD-2,oto—o,-32�G
Project Description -
Reduced Site Plan Provided: 0) Zoning:
G�
Comprehensive Plan Designation:
Map Page: 7�
o er Lo NO)
-
Flag Lot: ((YE ",CN��
ADB File ff (or date waived):
TO 7A- L Area per Type of
Type of Sign
Allowed in
Matrix
conditions
Allowed
area per
Unit
TOTAL sign -
area
Proposed
zone?
met.?
unit
allowed for
sign area
this sign
EX,3-ple
Wall wlintemal
111W170,306"
Yes; with
concf1t1ons
ye5
It. attdched
4117. at0ched
Wall
41 squate feet
20 square ftvt
Iva#
Sign # 1
A-zz-1k r-r
MIA
JR.
Sign 10
Sign #3
TOTAL Sign Area Loq:_ '267i
_�ej,iant te
Max Permitted:
sag -:G,
Total: R-ew"O'& czvbak 3,
A-o 6e
ProposedTotal,
-at - (46-sq:CA
Sign Heiglit
Sign Type:
Max Permitted:
Actual Heigh
Sign Type:
�5
Max Permitted:
Actual Height:
Sign Type:
Max Permitted--
Actual Height:
S
2gq
Sign Type:
Proposed:
Allowed in Zone:
X-N-'-' Ye-s
Sign Type:
Proposed:
Allowed in Zone:
PLANNING DATA
-- Signs --
S14n Colors
Proposed.-
Acceptable?
&DUA-e
yeles Requires ADB Approval? Alv�
Sign Locatioi7 C-0 11d(A
If freestanding
and 3-feet or over (unless a fence) meets setbacks?
Setbacks
Street:
Side:
Side:
Rear:
ActualSeffi,7cks
I Street:
Side:
Rear:
Landscaping for Fj eestal7dj ns
'Size:
7Location:
Critical Areas Determination ff: N/A MA OheN."Ab,' *ne- r-c>L—Nd,
El Study Required
El waiver
Othef-
Plan Review >Y.�.
E
0
CITY OF EDMONDS
121 5h Avenue North Edmonds, WA 98020
Phone: 425.771.0220 Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us
C. i DEVELOPMENT SERVICEs DEPARTMENT: PLANNING DivisION
ADMINISTRATivE DESIGN REviEw
-STAFFDEasioN-
BLD20100336 Project Proposal
Martin Bros. Inc. has submitted an application on behalf of AT&T Wireless Depot Inc. for a wall -mounted sign to be
located at 22511 Highway 99, Suite# 109.
Property Owner
Ranch 99 Market
18621 East Gala Ave.
Industry, CA 91748
Applicant
Martin Bros. Inc.
3165 Commercial St. SE
Salem, OR 97302
Design Review Process
Design review for signs is considered a Type I decision subject to the requirements of Edmonds Community
Development Code (ECDC) 20.01.003 and ECDC 20.60 (Sign Code).
Analysis:
I . Location. The subject site is located at 22511 Highway 99, Suite #109, within the General Commercial (CG) and
Community Business (BQ zones. The site is designated as Highway 99 Corridor in the Edmonds
Comprehensive Plan. The proposal is subject to the general criteria found in the sign code (ECDC 20.60) and the
design guidelines within the Comprehensive Plan.
2. Sign type. The proposed wall -mounted sign is a permitted sign type in the Highway 99 area. The site is
permitted to have one sign per tenant space. The proposed sign will be the only wall -mounted sign for Suite 109.
Size. The maximum allowed area of wall signs within the CG and BC zones is I square foot per lineal foot of
attached wall or tenant space. The applicant has stated that the tenant space is 24 lineal feet. Thus, the maximum
allowed sign area for the tenant space is 24 square feet. The plans indicate that the sign will be 21.15 square feet.
Thus, the proposed sign complies with the square footage requirement for wall signs.
4. Color. The proposed wall sign includes a blue and white logo and black channel letters. These are acceptable
colors for this site along the Highway 99 Corridor. The applicant had originally proposed a new lexan tenant
sign with an orange background; however, it was determined that this would not be consistent with the white
backgrounds of all other existing tenant signs. The applicant decided not to replace the tenant sign and to retain
the existing tenant sign with a white background.
5. Height. Wall signs may be a maximum of 14' high or the height of the face of the building. In this case, the top
of the sign will be less than the height of the face of the building and will comply with the height requirements.
6. Illumination. The sign will be internally illuminated, which is allowed for signs within the Highway 99 Corridor.
Decision: Based on the facts and conclusions of this report, staff finds that the design review for this project (File
No. BLD20100336) is APPROVED.
I have reviewed the application for compliance with the Edmonds Community Development Code.
June 9, 2010
achuga, PlanninfDivision Date
Appeals: Design review decisions by staff are only appealable to the extent that the applicable building permit or
development approval is an appealable decision under the provisions of the ECDC. Design review by staff is not in
itself an appealable decision.
Page I of I
IWO--
q-"
Z5�
1�— 6.
ea;�
10' JA,�,Je.A p jk�
STREET FILE
It"s
%o
RE(
MA
I I I Lulu
DEVELOPMENT SERVICES CTFI,
CITY OF EDMONDS
0 REET F=ILE
PLANNING DATA ST
— Signs —
Name: \Ah (ek4r-5S
Date: 9 0-0
Site Address: J,,2,t�j I I HW Y 9 9 ( P- 0,yJ CV� M avr�,e+-)
Plan Check #: BLD-2007- 9 (v (p
Project Description: -i
wew wait e;,i5vi
Reduced Site Plan Provided: (YES / NO)
Zoning: C.,Ci - CievICK611 Comme*-c4,41
Comprehensive Plan Designation:
Map Page: I DT
Corner Lot: NO) 99 S'
1 0
Flag Lot: (YES / NO)
ADB File # (or date waived): pf Ck M VAI
TALAreap Typeof
Typeof
Allowed in
Matrix
conditions
Allowed
area per
Unit
TOTAL
sign area
Proposed
Sign
zone?
met?
unit
allowed for
sign area
this sign
Example
Wall
wlinternal
Yes, with
conditions
Yes
I sq. fl.11ineal
ft. attached
41 ft.
attached wall
41 square
feet
20 square
feet
illumination
wall
Sign #1
YV all W/
'I t2
2- F5 I
1C,5
C,
WAII
V-? 5
MUM
c,v"�A e.1
-�Dy, CA Ic"
Sign #2
Plannincl Conditions
Maximum sign area is 23.5 square feet.
Sign area proposed is 13.35 square feet
Sign #3
(1. 12' x 9.79' and 2.67' x 0. 89')
TO TA L S�gn Area for Tenan tISIte
Max Permitted:
Previous Total: -TV,7 F—
FproposedTotal:
Sign h�t
Sign Type: Wall
Max Permitted: W4
Actual Height: Ad 'a I
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign L igh Ang
Sign Type: W(A it
Proposed: i kA VVI
Allowed in Zone: Yc
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
* PLANNING DATA *
I STREETfLLEJI
-- Signs —
Sign Colors
Proposed: 1.
.7, k &A 1, jz-
10 ( LA jr, WVj f k,
Acceptable? Y e,
Requires ADB Approval?
S,� Location
If freestanding and 3-feet or over (unless a fence) meets setbacks?
fle Setbacks
Street:
Side:
Side:
Rear:
Actual Setbacks
Street:
,
Side:
Rear:
Landscaping for Freestanding Signs
Size:
Location:
Critical Areas Determination M
El
Study Required
El
Waiver
Other
31
> to -+o'5
Mj Mmlt.
01/ 91/2.
11
-3/ x
lo
% C1 /41 7=
2- x + It
;vi�ivn
areot
Plan Review By: Ceef;?
I
STREET FILE
3
99 RANCH MARKET
EXHIBIT VVI
SIGN REGULATIONS
This Exhibit is a continuation of that certain lease dated 20_,
between (hereinafter "Landlord") and
I , (hereinafter "Tenant") on real property in
Washington and is incorporated by reference into such Lease.
These criteria have been established for the purpose of assuring a coordinated sign
program for the mutual benefit of all tenants. In the event of any conflict of interpretation
as to the meaning, intent or application of these criteria, the Landlord's decision shall be
final and binding upon the tenant. All installed nonconforming or unapproved signage
shall be removed or brought into conformance within thirty (30) days of written notice by
Landlord, at the Tenant's sole cost and expense.
Administration
A. Tenant shall be responsible for the fulfillment of all signage requirements and
specifications.
B. Tenant shall submit or cause to be submitted to Landlord for approval before
fabrication, two (2) copies of detailed drawings indicating. the location, materials, size,
layout, design and color of the proposed signs, including all lettering and/or graphics and
electrical requirements.
C. All permits for signs and their installation shall be obtained by Tenant or
Tenant's representative at the Tenant's sole cost and expense. All signs shall be
constructed and installed at Tenant's expense.
D. Upon vacation of premises, Tenant shall arrange for removal of sign, filling of
holes and touch-up of paint with appropriate material so as to create a waterproof
assembly. Any damage caused by removal of sign or failure to make construction
waterproof shall be Tenant's responsibility.
Construction Requirements
A. All signs, bolts, fastenings, and clips shall be hot -dipped galvanized iron,
stainless steel, aluminum, brass or bronze. No black iron materials of any type shall be
pennitted.
B. All penetrations of the building structure required for sign installation shall be
neatly sealed and maintained in a watertight manner.
C. Tenant shall cause to be repaired, any damage caused by sign contractor or
sign installation and shall be fully responsible for the operation of the Tenant's sign
contractor and shall indemnify, defend and hold the parties harrnless from any liabilities
on account thereof.
All rights reserved. Property of BERRY NEON CO. (99RANCH031703.LTTRS)
D. No signmaker's labe * I or other identification shall be permitted on the exposed
surface of the sign, except for those required by local ordinance which then shall be
placed in an inconspicuous location.
E. No exposed conduit, or other wiring systems shall be permitted except external
wire raceways for individual letter signs.
F. All electrical signs shall bear the UL label, and their size and installation must
comply with all governing codes and/or ordinances.
G. Electrical service to all signs shall be on occupant's meters and shall be part of
the Tenant's construction and operational cost.
H. All conductors, transformers and other equipment shall be concealed.
Desig
A. Signs shall be permitted only within the sign fascia areas as designated by the
Landlord. Tenant shall be permitted to install one approved sign on each designated sign
fascia. Signs shall consist of individually illuminated letters or individual letters with a
module. Letters and modules shall be of the "pan -channel" or "channel-lume" type.
B. Total horizontal length of each permitted sign shall not exceed 75% of the sign
fascia of the Tenant's storefront area. Tenant signs shall consist of individual letters not
to exceed 36 inches in total height and 6 inches in depth and shall be mounted on external
raceways. Raceways shall be 8" in depth and 10" in height and shall be painted the same
color as the building fascia, unless otherwise approved by landlord. The sidewalls of each
letter or module shall be painted black.
C. Signs shall be centered in respect to the Tenant's demised Premises or in the
event that roof lines of the adjacent buildings do not permit the sign to be centered as
such, the sign shall be centered in respect to the Tenant's entry door into the Premises in
such a manner tfiat the ends of the signage do not extend into a zone located at each
extremity of the Premises, equal to 12.5% of the dernised Premises width.
D. No exposed neon lighting shall be used on signs, symbols or decorative
elements unless approved by the Landlord. Tenant shall be fully responsible for the
maintenance and repair of any such neon sign. In the event said neon becomes broken or
dysftmctions in any fashion, it shall be removed immediately by the Tenant until such
time as the sign is repaired and fully functional. Any temporary . signage erected while
Tenant's neon is being repaired shall conform to the Sign Regulations.
E. Wording of a sign shall not include the product sold except as a part of the
Tenant's trade name or insignia. All Tenant's store identification designs shall be subject
to the approval of the Landlord.
F. No sign nor any portion thereof may project above the fascia on which it is
mounted.
G. The following types of signs are prohibited unless specifically approved by the
Landlord or Landlord's agent:
1. Painted lettering
Flashing, moving or audible sign
Tenant pylon or freestanding sign
All righLs reserved. Property of BERRY NEON CO. (99RANCH031703.LTTRS) -
0
4. Box or cabinet signs
5. Roof signs
6. Perpendicular or projecting sign
7. Paper, cardboard or painted signs
8. Portable signs
H. Window signs are permitted as approved by the Landlord and as allowed by
the City of Edmonds.
1. Except as provided herein, no advertising placards, banners, pennants, names,
insignia, trademarks or other descriptive material shall be affixed or maintained upon the
glass panes and supports of the show windows and doors, or upon the exterior walls of
the building or storefronts.
All rights reserved. Property of BERRY NEON CO. (99R-ANCH031703.LTTRS)
jBiERRY NEON
April 25, 2003
TO: Mr. Steve Bulloch
City of Edmonds, Planning Division
12 1 5'h A ve N
Edmonds, WA 98020
RE: 99 . Ranch Market (Welcome Market, Inc.) - Revised
Dear Mr.. Bulloch:
As we recently discussed on the telephone ', 99 Ranch Market is in the process of creating a
comprehensive sign program for 22511 l4wy 99 S. Included in the comprehensive sign program are
the following:
A. Center identity sign (freestanding)
B. Store identity sign (facade)
C. Sign criteria for future tenants
Our interpretation of the sip code (CG Zoning) will allow signs as follows:
A. As a multi-buiiness site, the center will be allowed a 160 square foot freestanding sign V-1,
with a maximum height of 25' 0". A curbed landscape area (twice the size of the sign
area) would be required at the base of the sign.
B. The west elevation of the building will be allowed I square foot of sign area for each I'
of building frontage, up to a maximum of 300 square feet. The sign area of the wall
signs for 99 Ranch Market (individual letter (W211 M ' 011nted) signs Q maximum) with a
maximum heigJit allowed of 27' 4" for each sign) would be subtracted from the 300
square foot and the remainder of the 300 square foot of sign area would be allocated to
the other tenants by the landlord.
C. The north elevation of the building will be allowed I square foot of sign area for each P
of building frontage, up to 220 square feet.
D. Signs shall consist of individual letters. Each tenanVs sign mu-st meet the requircments V
of the sign criteria established for the center (scc copy attached).
I look forward to hearing from you at your earliest convenience. Welcome Market, Inc. is actively
soliciting tenants for their center and I am sure they will want to include "approved" sign criteria as
an integral component of each tenant lease. In addition, Welcome Market, Inc. is anxious to begin
design, permitting and fabrication of identity signage for their building and the center.
Sincerely,
5 �20 V " �� - P (�
RO ALDJACOBS
BERRY NEON SIGN COMPANY, INC.
cc: Kathleen Taylor
Enclosures
RJ/cs
P.C. Boy 5262, Lyn-vood. WA 96046
025) 776-863; (800) 488-2430 - Fox (425) 774-82�1 -'Moi!: h7,;o6bcrryncor*!`gr,5.CCm
. 4
Gruwell, Meg
From: Gruwell, Meg
Sent: Tuesday, Octobee 07, 2003 9:33 AM
To: Taylor, Kathleen
Subject: RE: 99 Ranch Market
Thanks. What a great idea!
----- Original Message -----
From: Taylor, Kathleen
Sent: Monday, October 06, 2003 4:24 PM
To: Planning Division
Cc: DST
Subject: 99 Ranch Market
FYI Planners:
99 Ranch Market has an approved sign program to be distributed by the market to all of its tenants. If they abide by
these regulations, planning has agreed not to require design review for the signs.
I put a copy of the sign program in your box.
Thanks
Kathleen
t �
4�j
obtain Electri-c—al Perwit from
State Labor & Industries I
Planninq
)r32M &K'm IRC wfWAC Amemhvmts Maximum sign area
TBC WIWAC Amwidwents Sign area proposed
02006 UFC w/WAC Amendments (1.12'x 9.79' an
and A, B, Q 1
02006 IMC w1WAC Amendments
[32006 Edition FOC w/WAC Amendments
02006 Edition EFC w/WAC Awwdments
E32006 Edifion VIAQ WAC 51 13 A a 6 Y1 MtC(
[32006 Edition WSEC WAC 5 1 -11 APPROVED BY PLANNING
E&ficu
&ww
Anvm&m
Efition
at&t Exterior Signage Package
CITY OF ED �JNT'7--S
BULDING
WORK 516AI
ADDREESS, -Z 2,57// APPY
MY comel-e-cy
/617
M.4 'Me, "10
123derfor Plan
onditions
�s 23.5 square feet.
s 13.35 square feet
d 2.67' x 0. 89')
287-
ShoNmber. 8W
"mien Depot
n511 H" a
C&"d% M M28
01her Bushess The Store 51jr 01herBusiness
LAJ
% 1--"'
4 *9 '(�"
'5�
12)p
I m
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F
40t
Hwy 99
Image NatkxW. Im. 8562
A. Electric Sign corrvariy Wireless Depot - 99 Ranch Market
16265 Star Ibad Nampa, Idaho USA 83687-9415 Printed: 9118r2G07 22511 Hwy 99
Tot: 208.345.4MO Fax: 208,336,9U6
I Edmonds, WA 98026
41+
This file contairm rec—muPatiom bmed on data Provided by CBRE subcorttractors. Reforerce the Perrrtit Book T— & Condliom wW the GBRE CirQLdar %Nlreless I AT&T BRAND TRANSITION PROGRAM carttram for 1JECEIVED
STREET FILE SEP 2 1 2007
BUILDING DEPT.
3/9 Wireless�.,[7 �awj-(()-
Y Authonzed Ret R
CL Y2.
Proposed Sign Elevation Scale: NTS
Proposed S-ign Image
(3m 363D-8015 dk.
M
b blue
I
313635-30
3 'M
M 3630-8071
it,
.110' Ilea, SG
the
thenno-Zirmed
Globe
Section @ Symbol Scale: NTS Symbol Vinyl
Application
@B C T D
��9
0,
2S-@l
4A 1�
(64:
AT&T /
Dealer Name Authorized Retailer
Section @ Letters Scale: NTS
Notes:
Elevation
Section @ Symbol
Section @ Letters
X
81
Al
.1 18'Cleaf SG thermo-formed acrylic
25'Clear acyic (Acrisreel or approved equal)
X2
10,705-
B1
Fabricated 090'alum. trim cap - silver
_!��
B2
I * Jewelite trim cap - silver
X3
Cl
Alum. return.063'up to 2W dial.090' above 20'dia. - silver
C2
Alum. return 8'-12'letter.040', 15'-24' letfer.0W'30,.06Y- silver
X4
01
1/2'Alum, spacer block
D2
112* Altim. spacer block
Y1
32.514'
El
Greenfield connectors as req'd
E2
Greenfield connectors as req'd
Y2
F1
Electrobits pass thru as ri
F2
Electribits pass thru as req'd
Y3
Gl
I GELcore white LED's. Layout per GELcore
GELcore white LED's. Layout per GELcore
Y4
Hl
.125' Alum, back
H21
.125' Alum, back
GELcore tans' cmi per GELcore specifications
12
1 GR-core translomier per GEI-core specifications
Jl
Weep holes with light screen.
J2
Weep holes with light screen.
Color Specifications
KI
K2
25'Afum. plate letter - Paint finish black
1
Lft fwe -
3M 3635-222 filinfirst surface
W 3635-30fim smffd 5irface
Ll
L2
Threaded rods as reqd for wall attachment
M1
M2
11
N2
61i
1
02
2
bbriar 10 retums and b2da paint Mb
AR WM altim.
Inteder Ift durris axi Incis paint firlsh
SpW-19 starbrile whille light mIgnicerrent
Pi
P2
01
1021
Fill
R2
S1
I S21
TI
AsRequired
I T21
ft Required
Image National, Inc.
— Exterior - 001 8562
An Electric Sign Company
16265 Star Road 'Nampa, Idaho USA 83687-8415
Wireless Depot - 99 Ranch Markel
WPA ')RgJ
I
Tel: 208.345.4020 Fax: 208.336.98M
22511 Hwy 99
Edmonds, WA 98026
www.imagenationat.com
8" Black Horiz Plum Channel Ltrs - 1 Lino - Dealer Can = 1 25x Globe (Western Realon Ont .1
This fie corrains recommondo-jons based on date provided by GBRE subcontractors. Reference, the Pennh Book Terms & conditions and the CBRE Cingular Wireless / AT&T BRAND TRANSITION PROGRAM contract for limitations and liabilities.
REStJ'"
9 2007
1-007-0946
GUILDING DEPARTMENT
CITY OF EDMONDE
lb
RESUE3
NOV - 9 2H.97
BUILDING DEPARTtA-ENT
- C17Y OF EDMONDS
STREET FILE
08-22-02 17:10 FRW-THE TRANSPO GROUP INC, +4258256434 T-367 P-02/04 F-051
)�ZO-02 10*.19A IF 1z no ArcniTecms, 6+4
CITY OF EDMONDS
SEPA TRAMC H"ACT ANALYSts
WORKSHERT
Kamc of Proposed Project.e. AA to, 4- 22S11 f�wl
Owner/Applicant: Applicant Contact Persoj:
.rAWA V-emw
Num Na=
uzxle>
ftmMaDing Addr= SftcbUm-Un Mdmu
'3%A&�deL ?0.&= 6A Salo-vtAg,
city stm citr zip
Twepha= Tclephow: q7-5; OeZ-7 - 7-100
TmMc Engineer who prepared the Traffle Impact An%Lvsis-.
TkA, -rra.ASOR-0
Nam
Tckphom
I. PROJECIr DESCRIMON
aL Shrm address (if known):
b. Lacatiow sp--cig )�Vj'*tCA4 Lj
a%J
(AffmA a WeRmWimep 9xds&epWL)
C. Specify CXisting land un-. -4Etm- 16-k-a�t (-r"r'Fft 9/6).
-7 -7. WO. *F
Specify poposud qpe md size of development: S8.0=njF
c. Wben will ft MOO been construction and wben wM it bc cmnplaW? -Eelij 7xQz
E Definc proposed access locitions: kjo
S. Defte prop=4 6& disft=e at site opm locations:
08-22-02 17:11 FROM -THE TRA SPO GROUP INC. +4258258434 T-367 P-03/04 F-051
-f-o-oz 10: 19A Fvc Jt & Ho
2. TRIP CENERAITON
a. ftisting Site Tyip Generadon Table:
Lmd Use
Daily (ADT)
11M!Pc4HoirTxips
JK OUT
4,1901
1 us
UT
ma rem. -,6!5
b. Proposed Projed Trip Genaadon Table:
Und Use
Daily (ADI)
Fm Kz"k—our Trips
OUT
QK -'XC. - 7V Pei
e
2109
413
Lo
0.52.)
-r0+A-1 e, �
c. Net New Projed Trip G=aufion Toble:
LNW Use
D&W (ADI)
Pm fmwvjr TSIP6
IN OUT
d. state asmniptions and medwdelogy for hdanat fink-divarted or pamby txips:- Pa-56 j I Q.,AA
&A VA
i
Trip Generation Calculations:
99 Market Ranch
Om
I
VIP
p Generation
Now Daily Tries
Internal
Reduction for
Trip
Total Unadjusted C8PturG
Irdernal
Reduction for
Proposed Land Use
size
Units
Ratel
Veh. Trips Rate'
captdre
Subtotal
Pass -by Rates
Pass -by
Total
In Out
-a (supemarkel)
SSADD
1.0-OD gsl
111.61:
6.468 0%
a
8.468
36%
-2,328
4.139
2.D7O 2.07D
elty)
10.212
1.m gat
40.67
415 20%
43
332
31%
-103
229
114 114
high tunmw.911-down)
7,953
1.000 gsf
130.34
1.037 20%
.207
829
43%
-357
473
236 235
3F
Free Blending Discount Sim
77,000
1.000081
4.351 0%
0
4.361
-750
3.611
1.805 1.805
Generation
Peak H
Internal
Reduction for
—New-PM
TrIp
Total Unscqusted Capture
Internal
Redu'ctionfor
I I_ta_
0-6-1
U-16 'P.4-- n-.-,
10212 1,000 gat 2.59 1 25 20% -6 21 31% .7 15 a a
7AS3 1.000pd Ion 85 20% -17 89 43% .31) 39 24 16
-277-, I?J;
Stom 77.000 1 1000 9d 4.24 328 D% 0 3" 17% 270 135 135
A!6"17
1. Tfip Refo ftm ffff Tdp Gemersihn MenumA 60 EdNon (1907).
2. Pass-4 rate based on M Trip Generallon Hwdbook
3. InkryWcapftme rate bond an ITE Up GemnWon Hwidbwjk rocmmwnded
4. bdxd pwmftm based on ITE Tdp Gwwwfiw hkauA 81A Edition ff 997X
i 08MV2032
Teo GanirmewftPrepa"d Mae tuo 102 I'm
.0.
4Ln
4m
.6.
w
0,0,
Cn
.4
7
Ca
C.
FJR E, "'I H E I T & H 0
1
ARICIHIIIT.ECTS, INC., P.S.
10940NE73—R['PLACE7*'§UI—TErO2—BELLEVUE,WA 98004 PA25.827.2100 F:425.828.6899
January 21, 2003
City of Edmonds
Building Division
121 Fifth Avenue North
Edmonds, WA 98020
ATTN: Mr. Lyle Chrisman
Engineering Program Manager
RE: Plan Check Number: 02.471
Project: 99 Ranch Market
Project Address: 22511 Highway 99 South, Edmonds
Lyle,
v,
a
Ll
JAN 2 4
PERMIT couNTER
I am resubmitting three (3) copies of drawings with revisions as requested in your Plan Check Correction Letter
dated January 6, 2003. Below is an itemized list of corrections for your use and all changes are clouded and marked
with a delta 1 for ease of identification and my reply to the comments are in bold and italic.
A traffic impact study is required to determine impact and mitigation fees. The report must include the
impact generated by K-Mart and the impact created by the new operations. The difference between the two
will be used to deteremine the impact fees and traffic mitigation.
Copies of the traffic impact study have been included
2. Provide civil drawings for all site work.
Civil drawings are included in this submittal package.
3. The existing parking lot entrances on 2241, St. SW shall be replaced with commercial type entrances per
City Standards. See attached detail sheet.
The Civil Engineer has updated the entrances to conform to Ciiy Standards.
4. Provide detailed drawings of the grease interceptors and an enlarged plan view of the grease interceptor
locations.
Drawings and locations of the grease interceptors are on Sheet SS2 and SS3.
5. Provide profile drawing of 8" sewer lateral and connection to sewer main. A sewer manhole will be required
at the connection to the existing 8" main.
Details of sewer lines are located on Sheet SS3.
engineeringletterO1.21.01doc
Mfu nf Frlmnndc 0 0
Engineering Department
Lyle Chrisman
January 21, 2003
Page 2
6. Water service for the new restaurants shall be connected to the 8" water main on 224t, St. SW.
Water service connections are shown on Sheet C2.
7. RBPA's will be required on each water service.
Details are shown on Sheet C3.
8. A street disruption fee in the amount of 5 times the street cut costs will be assessed because of the recent
pavement overlay on 76t' Ave. W.
Owner will take care of assessed fees before permit issuance.
9. A DDCVA vault for the fire line will be required and shall be installed at the property line (on private
property) on 224th St. SW. The fire connection to the main will require a 3-valve cluster.
The location of the vault is shown on Sheet C2. The valve detail is shown on Sheet C3.
10. Spacing between two-way parking stalls shall be a minimum of 24.0'. Refer to the attached table for
parking isle spacing for one-way lanes. All parking ust meet current standards.
Parking aisles conform to current standards and dimensions are shown on Sheet A2. 0, all aisles are
at least 24.
11. Indicate on the civil drawings to replace all sidewalks on 224th St. SW with new 7' wide sidewalk.
The now sidewalk is noted on Sheet C2.
If you any questions regarding the changes or should required additional information, please do not hesitate to
contact me.
Thank you.
Sincerely,
FIR91HEIT & HO ARCHITECTS, INC., P.S.
h K. Chow
or Associate
cc: Danny Au, Vice President, TAWA Supermarkets, Inc.
A02-366 Project File
engjneeAn9Wftr01.21.03.doc
0 0
December 30, 2002 TG: 02268.00
Danny Au
c/o Kevin Chow
Freiheit & Ho Architects, Inc.
10940 NE 33rd Place, Suite 202
Bellevue, WA 98004
SUBJECT: 99 RANCH MARKET - TRIP GENERATION AND MITIGATION FEES
Dear Kevm*:
The purpose of this letter is to document the trip generation and resulting traffic rruitigation fees
associated with the proposed 99 Ranch Market located on SR-99 in the City of Edmonds. Details
regarding the project description, trip generation, and mitigation fee calculations are described below.
Project Description
The proposed project would redevelop an existing 77,000 square foot retail building previously
occupied by a firee-standing discount store, for use as a 58,000 square foot grocery store. In addition
to the grocery store, approximately 10,200 square feet of specialty retail space, and approximately
8,000 square feet of restaurant space are also proposed.
Trip Generation
Trip generation for both the existing and proposed uses were calculated based on the rates published
by the Institute of Transportation Engineers (ITE) in the Trip Generation Manual, 6 h Edition (1997).
The credit for trips generated by the previous occupant was calculated using the free-standing
discount store rate (ITE Land Use #815). Trip generation for the proposed redevelopment was
calculated using the Supermarket rate (ITE Land Use #850), Specialty Retail rate (ITE Land Use
#814), and the restaurant rate (ITE Land Use #832). A 17 percent reduction in raw trip generation
was taken to account for pass -by trips. Pass -by trips are those that are made en -route to another
destination, and drivers visit the site simply out of convenience. Pass -by trips are new trips to the site
driveways, but ate not new to the surrounding street system. The reduction for pass -by trips was
taken based on rates outlined in the ITE Trip Generation Handbook. The worksheet used to calculate
the number of daily and PM peak hour pass -by trips is included at Attachment 1. The worksheet also
summarizes trip generation for the proposed project, as discussed below.
With the proposed redevelopment, more than one land -use will occupy the project site; therefore
there is now the potential for the generation of internal trips, or captured trips in addition to pass -by
trips. Captured trips are made by patrons already on -site for the purpose of one use, but make a trip
to other uses by way of walking or driving without leaving the site. Captured trips for the proposed
development would occur between the retail and restaurant land uses in the form of visits to the
grocery, shopping, or eating establishments.
0 0
Danny Au
c/o Kevin Chow
December 30, 2002
Page 2
Captured trips do not impact the site driveways or the surrounding street network, thus they are
reduced from the adjusted vehicle trips. The reduction factors for captured trips associated with each
of the land uses were based on the ITE Trip Generation Handbook, Chapter 7 — Muld-Use
Development. This resource provides a mechanism to ensure that the internally captured trips
balance between the land uses. The worksheets used to calculate the number of daily and PM peak
hour captured trips are included at Attachment 2 and Attachment 3, respectively.
Table 1 summan*zes the resulting net new trip generation estimate for the proposed 99 Ranch Market.
Table I
i'New Procery Store (Supermarket #850)
2,070
2,070
4,140
2 8
209
427
.,New Reta4 �Speciailty #81.4),
115
1 � 15
230,
6
-9
15
,;New Restaurant (High turnover, sit down #832)
235
235
470
24
15
39
Subtotal
2,420
2,420
4,840
248
233
481
�.Lesls Existing Free Standing Piscount.Store (#815)
1,805
1,805
-3,610
-135
-135
.-270
To,tal.. .
615
1,230
173
98
�2.7 I..
As shown 'in Table 1, the proposed project would generate a total of 1,230 new daily trips and 211
new PM peak hour trip�.
Traffic Mitigation Fees
As stated in the City of Edmonds SEPA Traffic Impact Analysis Requirements and based on recent
discussion with City Staff, a $240.66 traffic impact fee is assessed for each net new PM peak hour trip
generated by a development. Based on the PM peak hour trip generation documented above, the
impact fee generated by the proposed project is $50,780.
I trust this letter provides you and the City with the additional traffic related documentation for the
proposed 99 Ranch Market project in Edmonds, Washington. Please feel free to call or email me with
any questions.
Sincerely,
The Transpo Group, Inc.
0.
Danny Au
C/o Kevin Chow
December 30, 2002
Page 3
Erich Armbruster, P.E.
Transportation Engineer
PLANNING DATA
Multi -tenant B
Business License Information
BUILDING NAME: Zo-,Ch C[qj ADB FILE #:
S ITEADDRESS: ZONING:
BUSINESSNAME: TZIT-IE A-40 SUITE NO.
USE(S) PROPOSED: R-r---rAzL. ALLOWED9-
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use: No. Spaces Required:
Y'.1 2- 00 bq (floor area, # employees, etc.)
BUSINESS NAME: 'Pew--441 -7<-k s1%.'1r\'1eN14 SUITE NO.
.USE(S) PROPOSED: ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use: No Spaces Required: !z- ;2
X. I BS 10 (floor area,# employees, etc.)= (2-1 , to
BUSINESS NAME: Pt4o (24H A (02 SUITE NO. j'0 I
USE(S) PROPOSED: �Z-esnuuv-gor ALLOWED?:
Legal Nonconforming Land Use Determination Issued(Y/N) CUP File:
PARKING: Use: No. Spaces Required: _711:1L0r%
X. aa- (0 -7 (floor area, # employees, etc.)
BUSINESS NAME: r--,(=.Z>
-1764=-u) L-_-k%jsP-7 SUITE NO. I o
USE(S) PROPOSED:
ALLOWED?:
Legal Nonconforming Land Use
Determination Issued(Y/N) CUP File:
PARKING:
No. Spaces Required: jo�<2co
X 61 -7 0 (floor area, # employees, etc.) 1A * SS
BUSINESS NAME--T
NO.
USE(S) PROPOSED:
ALLOWED?:
Legal Nonconforming Land Use
Determination Issued(Y/N) CUP File:
PARKING:. Use:
No. Spaces Required: V:�,c)n
x - ag -P
(floor area, # employees, etc.) 14 - Z-7
BUSINESS NAME:
4:1, =e SUITE NO. C.) (4
USE(S) PROPOSED:
I ALLOWED?:
Legal Nonconforming Land U
Determination Issued(Y/N) CUP File:
PARKING: Use: e!F---TAtL-
No. Spaces Required:
x I
(floor area, # employees, etc.) 6P , 01 ;L
PARKING:
Total Required:
Actual Provided: L4 4 F)
OTHER:
Plan Review By: 5 Cd -7-101-04
LALibrWPLANDAC-BusLk
oiw
C2 1,
October 3. 1967
Mr4 J.G. Schmidt
Real Estate Division
S.S--- Kresge Company
345; Wilshire Boulevard
Los Angeles, California 90005
Subject: K-Mart #4208
Edmonds, Washington
Dear Mr. Schmidt:
Reference is made to your letter of August 24, 1967, transmitting
a proposed channelization plan for entrance to your K-Mart Department*Store
parking lot.
The plan was forwarded to State Highway Department for review and
comment. The State Highway Department's comments by letter of September 28
are quoted in part as follows:
"The development as proposed abuts SA 99 along its easterly rigbt-of-way
margin between S.W. 224th St. and Meadowdale Road (76th Avenue) and the
proposed channelization requires that the existing left -turn storage lanes
at.these intersections be shortened to accommodate an additional left -turn
storage lane feeding the parking lot entrance.
"Our investigation reveals that the length of the existing storage lanes
meet only minimum requirements based on current traffic counts and for this
reason we find the proposed channelization unacceptable.
- continued—
Mr, J,G. Schmidt
Page 2
October 3, 1967
"It is noted that the proposed development abuts S.W. 224th St. for a
distance of approximately 320 feet to the east of SR 99 and with this in
mind we suggest that the parking lot configuration be redesigned to provide
the main entrance from S.W. 224th St., a suitable distance east4ipf SR 99.
Southbound traffic destined to the development would utilize the existing
left -turn storage lane at S.W. 224th St, Should this left -turning traffic
increase beyond the capacity of this storage lane as a result of this
development, it appears practical that lengthening could be accomplished to
the north."
The City of Edmonds Engineering Department concurs in the State
Highway Department's comments. It is respectively requested that an
alternate access and egress plan be submitted for the K-Mart parking area.
Yours very truly,
CITY OF LDMONDS
LEIF R. LARSON
City Engineer
LRL/rf
cc: Earl Cline
Reid, Middleton & Associates, Inc.
STATE OF WASHINGTON
DANIEL j. EVANS, fjov�q'NOR
sT A TLee , �iTe
FrE _K
'/889'
WASHINGTON
STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
OFFICE OF DISTRICT ENGINEER
DISTRICT NO. 1
6431 CORSON AVENUE SOUTH
SEATTLE 98108
September 28, 1967
Mr. Leif R. Larson
City Engineer
Civic Center
250 Fifth Avenue North
Edmonds, Washington 98020
Attention: Mr. Ron Whaley
Assistant City Engineer
Dear Sir:
CS 3101 SR 99
S.W. 224th St. and
Meadowdale Road Intersections
Entrance to ."K-Mart Department Store"
Reference is made to your letter of Augus I t 23, 1967 transmitting the developer's
proposed channelization plan for entrance to the "K-Mart Department Store" parking
lot for our review and comment.
The development as proposed abuts SR 99 along its easterly*right-of-way margin
between S. W. 224th St. and Meadowdale Road (76th Avenue) and the proposed channeli-
zation requires that the existing left -turn storage lanes at these intersections be
shortened to accommodate an additional left -turn storage lane feeding the parking
lot entrance.
Our investigation reveals that the length of the existing storage lanes meet only
minimum requirements based on current traffic counts and for this reason we find
the proposed channelization revision unacceptable..
It is noted that the proposed development abuts S. W. 224th St. for a distance of
approximately 320 feet to the east of SR 99 and -with this in mind we suggest that
the parking lot configuration be redesigned to provide the main entrance from
so WO 224th St., a suitable distance east of SR 99-. Southbound traffic destined
to the development would utilize the existing left -turn storage lane at S. W. 224th
St. Should this left -turning traffic increase beyond the capacity of this storage
lane as a result of this development, it appears practical that lengthening could
be accomplished to the north.
As an alternate, it appears feasible that the main parking lot entrance could be
located to the south provided an eaat-west public access street is made available
south of the development which would intersect Meadowdale Road a suitable distance
south of SR 99.
Mr. Leif R. Larson
City Engineer
Civic Center
250 Fif th Avenue Morth
Edmonds, Washington 98020 2 September 28, 1967
Attention: Mr. Ron Whnloy, Anst. City Engr.
We @hall be pleased to review alternate access proposals relative to this development
which are acceptable to the City.
CVS /eh
cc: Mr, Van Slyke
Mr. Pugh
Very truly yours,
W. M. POSTER, PE
District Engineer
B :-. JOSEPH BELL, PE
District Location Engineer
6
S. S. KRESGE COMPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
September 27, 1967
Mr. Leif R. Larson
City Ehgineer
City of Edmonds.,
Edmonds, Washington
Re: K mart #4208
Edmonds, Washington
Dear Mr. Larson:
We wrote you last on August 24., 1967 regarding our proposed
ideas for a better movement of traffic in and about this
above captioned store that will be opening on November 16th
next. To date., we have not had the benefits of your comments.
Could we please hear from you regarding this matter as we
are anxious to resolve something to expedite resolving what we
feel will be future traffic congestion problems unless
appropriate action is taken prior to November 16thrext.
Sincerely,
G. Schmidt
JGS:mg Real Estate Division
September 28, 1967
Mr. Herbert 14. Stolteriberp
Attorney at Law
5380 Village Road
Long Beach, California 90808
-Re: K-Mart Project
244th & Aurora
Edmonds, Washington
Dear Mr. Stoltenberg:
Pursuant to your letter of August 9, 1967, forwarded herewith
as enclosure "I" is the recorded Quit Claim Deed, Auditor's File No.
1987710, from the City of Edmonds to the Edmonds Commercial Development
Company for the utility casements no longer required by the City.
LRL/rf
Enclosure
cc: Raid, Middleton & Associates, Inc.
Yours very truly,
CITY OF EDMONDS
LEIF R. LARSON
City Engineer
/7
ILI
0 0
S. S. KRESGE COIWPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
August 24, 1967
Mr. Leif R. Larson
City 1hgineer
City of Edmonds
5th North and Edmonds Street
Edmonds, 19ashington
Re: K mart #4208
Edmonds, Washington
Dear Mr. Larsen:
On August 22nd last., during the time that you were on vacation
I stopped by your offices and handed to your secretary two
plot plans of the above captioned development. The purpose
of my giving the plot plans to your office was for your study
as well as that of your staff and our thoughts as to some
suggestions to better improved traffic flow and control at the
above location. We sincerely feel there are going to be some
traffic problems here based upon the present system and based
upon our,experience as to the type of traffic generated bycur
K mart stores. We are therefore suggesting some island work
primarily as you will note on the plot plans.
We are planning at the present time to open this store unit
to the public on November 9., 1967. It would indeed be our
request that you give this matter your study and consideration
and give us your comments upon t1ds suggested proposal. We
would like to see some steps taken to -improve the traffic control
situation at this location prior to our opening. We look
forward to3aur comments.
Very truly yo�q.,
. N�d' -.Jaw4l-
G.Schmidt
JGS:mg eal Estate Division
YP;8
August 23, 1967
Mr. W.M. Foster, District Engineer
Washington State Highway Commission
Department of Highways
District No. 1
6431 Corson Avenue South
Seattle, Washington 98108.
Dear Mr. Foster:
The enclosed drawing has been submitted to our office by the
architect of the 11K-Mart Department Store." The purpose of this plan
is a request for channeling traffic on Highway 99 and providing a
southbound left turn into their parking lot.
Please review the traffic pattern as proposed and let us know
your comments regarding acceptability as submitted..
Yours very truly,
LEIF R. LARSON
City Engineer
By: RON WHALEY
Assistant City Engineer
RW/rf
Enclosure.
0 0
HERSERT W.STOLTENSERG
ATTORNEY AT LAW
S380 VII-LAGE ROAD (surre ioo)
LONG BEACH, CALIFORNIA 90808
NEVADA 6-9323
HARRISON 5-5550
August 9, 1967
Mr. Leif Larson
City Engineer
City of Edmonds
Civic Center
Edmonds, Washington
Re: K mart project
224th & Aurora
Edmonds, Washington
Dear Mr. Larson:
On March 9, 1967 1 sent you five Utility Easement documents
for use with respect to the above referenced property and
authorized you to record same. The said easements were
executed by Edmonds Commercial Development Company in favor
of the City of Edmonds.
My client, Edmonds Commercial Development Company, is inter-
ested to know whether the said easement documents were recorded
and -also whether the City of Edmonds has quitclaimed it's
interest in and to the Utility.Easements which existed prior
to the acquisition of the property by MY client.
Any information you
including copies of
ful.
HWS: b
can give me with respect to the above,
recorded documents would be most help -
Very truly yours,
cc: Reid, Middleton & Associates, Inc.
HERBERT W.STOLTENBERG
ATTORNEY AT LAW
B380 VILLAGE ROAD (SUITE 100)
LONG BEACH, CALIFORNIA 90808
NEVADA 6-9;323
HARRISON 5-5550
March 9, 1967
Mr. Leif Larson
City Engineer
City of Edmonds
Civic Center
Edmonds, Washington
Re: K mart project
224th & Aurora
Edmonds, Washington
Dear Mr. Larson:
Enclosed are the five Utility Easement documents which
have been prepared by Reid, Middleton & Associates, Inc.
in connection with the above referenced property and which
we understand have been approved by you as fulfilling your
requirements.
The enclosed documents have been executed by the Edmonds
Commercial Development Company, a partnership, and have
been acknowledged. You are authorized to record the
documents.
Very truly yours,
HWS/hs ft 'er �tW
Encls.
cc: Mr. Earl C. Cline
Reid, Middleton & Associates, Inc.
w/encls.
December 8, 1966
Mr. Earl Cline
Re5d, Middleton & Associates
324 Main Street
Edmonds, Washington 98020
Re: Installation of 30" Storm
Sewer in Oliver Lane and
228th Street S.W. in Relation
to K-Mart Shopping Center
Dear Earl:
Reference is made to your letter of November 16, 1966, relative
to subject matter.
The City Council on December 6 authorized the City of Edmonds
participation in the amount of $19500.00 for the installation of the
3011 storm sower in Oliver Lane and 228th Street S.W. Upon completion
and acceptance of the sewer, the City of Edmonds will reimburse the
K-Mart contractor or developer in the amount of $1,500.00.
Also, authorization is hereby granted for the installation of
storm sewers as indicated on Reid,, Middleton 6 Associates plan, Drawing
No. 1.547, sheet 2 of 2*
LRL r rf
Very truly yours,
CITY OF EDMNDS
LEir R. LARSON
City Engineer
C (0 [Py
JAMES 11* REID
tLERCY.1r. MIDDLETON
. ........ . . .
7— 7__
c WAYNE JONES
LLOYD H. NELSON
REID, MIDDLETDN & ASSC3CIATES, INC.
CONSULTING ENGINEERS LAND SURVEYORS
324 MAIN STREET
PRomPROT S-1 171
EDMONDS, WASHINGTON 98020
DECEMBER 7, 196f)
FILE No. 1.547
ERNEST-.W., HAUN, INC
2432 LOMA VISTA DRi VE)
SACRAMENTO)' CALI FORNIA RE; STORm DRAINAGE FOR K-MART SHOPPING
CENTER
ATTENT1191N: MR. JAMES ZETZ
WE WISH TO ADVISE THAT THE C I T Y OF MOUNTLAKE TERRACE HAS APPROVED $1 000
AND.THE CITY OF EDMONDS HAS APPROVED $1500 TO ASSIST WITH CONSTRUCTION OF THE
3011 STORM SEWER ON OLIVER LANE AND 228TH STREET AS SHOWN ON THE CONTRACT PLANS
PREPARED IN THIS OFFICE.
IT IS
UNDERSTOOD YOU HAVE A BID FOR THE*INSTALLA.TION OF THIS 30 STORM
DRAINPIPE IN THE AMOUNT OF $5400 AND IT IS BELIEVED IT WOULD BE TO THE BENEFIT
OF ALL PARTIES CONCERNED IF YOU WOULD PROCEED WITH THE INSTALLATION OF THE PIPE
UNDER YOUR CONTRACT AND THE TWO CITIES FURNISH THE MON EY WHICH THEY HAVE APPROVED
TO ASSIST IN THE PAYMENT OF THE CONTRACT WORK.
THIS IS YOUR -AUTHORITY TO PROCEED WITH THIS WORK WITH THE UNDERSTANDING
AS OUTLINED ABOVE.
VERY' TRULY YOURS,
REID, MIDDLETON ASSOCIATES., INC.
EARL L. CLINE
ELC:TC
-CC:.. CITY OF EDMONDS
C ITY' OF MOUNTLAKE TERRACE
RAY ROBINSON., K-MART
MU NICIPAL ENGINEERING 0 WATER SUPPLY s SEWAGE TR : EATMENT a SURVEYS & SUBDIVISIONS
0
0
November 29, 1966
Memo to: Mayor Gordon Maxwell
and Edmonds City Council
From: Leif R. Larson
City Engineer
Subject: Installation of 3011 Storm Sewer in
Oliver Lane and 228th Street S.W. in
Relation to K-Mart Shopping Center
The developer for the K-iMart Shopping Center proposes to install
the storm sewers as indicated inij I enclosures 11 111 and 11211 to take care of
the run off through and from the K-Mart property.
In connection with the proposal, the relocation of the.Chase
Lake Drainage Creek was proposed.. The estimated cost of the relocation
is $71,000. K-Mart Shopping Center developer will complete the relocation
on the basis that Mountlake Terrace participates $1 000 and the City of
Edmonds, $1,500.
Authorization is requested for the City of Edmonds participation
in the amount of $1,500.
LRL: rf
Enclosures - 2
JAMES H. REID c" WAYNE JONES
LEROY F. MIDDLETON LLOYD H. NELSON
REID, MIDDLET13N & ASS0CIATES, INC%
CONSULTING ENGINEERS & LAND SURVEYORS
324 MAIN STREET PRowpiccT B-1171
EDMONDS, WASHINGTON 98020
NOVEMBER 16.$ 1966
FILE No. 1.547
MR. LEIF LARSON, CITY ENGINEER,
CITY OF EDMONDS,
CIVIC CENTER,
EDMONDS, WASHINGTON. RE: PUBLIC IMPROVEMENTS FOR K-MART SHOPPING
CENTER
DEAR LEIF:
WE ARE TRANSMITTING HEREWITH ONE COPY OF EACH OF TWO DRAWINGS SHOWING
THE PUBLIC IMPROVEMENT PLANS FOR THE K-MART SHOPPING CENTER. ON SHEET No. 2
WE SHOW THE PROPOSED INSTALLATION OF 3011 STORM SEWER PIPE WHICH IS CONSIDERED
NECESSARY TO TAKE CARE OF THE ADDITIONAL STORM DRAINAGE FROM THIS IMPROVED SITE
AND THE DIVERTING OF WATER FROM AN EXISTING CONDITION THAT HAS KQO0ZQ'- THE AREA
IMMEDIATELY EAST OF OLIVER LANE EACH WINTER.
IT IS UNDERSTOOD THAT THE OWNERS OF THE K-MART SHOPPING CENTER WOULD
PARTICIPATE IN THIS INSTALLATION., PERHAPS JOINTLY WITH THE CITY OF EDMONDS ' AND
THE CITY OF MOUNTLAKE TERRACE, AS BOTH CITIES WOULD IMPROVE THEIR EXISTING DRAINAGE
CONDITIONS WITH THIS INSTALLATION*
OUR PRE V,IOUS,,,CONVERSAT ION INDICATED THAT THE CITY OF EDMONDS WOULD INSTALL
THE 3011 STORM DRAIN LINE AND THE MATERIALS WOULD BE FURNISHED BY K-MART WITH PER-
HAPS SOME PARTICIPATION FROM THE CITY OF MOUNTLAKE TERRACE. THE CITY ENGINEER
FOR MOUNTLAKE TERRACE HOWEVER HAS INDICATED THAT THEY WOULD BE MORE IN FAVOR OF
PARTICIPATION BY INSTALLING THE PIPE RATHER THAN PURCHASE OF MATERIALS.
THE NEED FOR INSTALLATION OF THE PIPE IS NOT TOO FAR IN THE FUTURE AND
THEREFORE IT IS REQUESTED THAT YOU GIVE CONSIDERATION TO THIS MATTER AND ADVISE
US OF YOUR PARTICIPATION SO THAT THE OWNERS OF THE K-MART PROJECT CAN COMPLETE
THEIR PLANNING.
K-
c- L-
ELC:TC
ENC. PRINTS 1.527-2 SHEETS
VERY TRULY YOURS,
REID., MIDDLETON & ASSOCIATESp INC.
-4iARZ. I
MUNICIPAL ENGINEERING 0 WATER SUPPLY e SEWAGE TREATMENT o SURVEYS & SUBDIVISIONS
November 29, 1966
Memo to: Mayor Gordon Maxwell
and Edmonds City Council
From: Leif R. Larson
City Engineer
Subject: Installation of 30" Storm Sewer in
Oliver Lane and 228th Street S.W.' in
Relation to K-Mart Shopping Center
The developer for -the K-Mart Shopping Center proposes to install
the storm sewers as indicated in enclosures 11111 and "2" to take care of
the run off through and from the K-Mart property.
In connection with the propos-al, the relocation of the Chase
Lake Drainage Creek was,proposed. The estimated cost of the relocation
is $7,000. K-Mart Shopping Center developer will complete the relocation
on the basis that Mountlake Terrace participates $1,000 and the City of
Edmonds, $1,500.
Authorization is requested for the City of Edmonds participation
in the amount of $1,500.
LRL: rf
Enclosures 2
it I
C coi. 11�1 Y
November 22, 1966
Reid, Middleton & Associates
324 Main Street
Edmonds, Wa shington
Attention: Mr. Earl Cline
Gentlemen:
Your letter of November 16, 1966 , solicited participation by
Moubtlake Terrace in an amount of $1,000 toward the joint solution
of the drainage problem by Mountlake Terrace, Edmonds, and the K
Mart Shopping Center. Please be advised that the City Council, at
its regular meeting on 21 November 1966 authorized participation by
the City of Mountlake Terrace in an amount not to exceed $ 1, 000.
It is hoped that these improvements can be concluded at an
early date in view of the problems that exist In this area during periods
of heavy rainfall.
Very truly yours,
Carl N. Rautenberg
City Engineer
CNR: egt
cc: City Engineer, Edmonds
JAMES H. REID C' WAYNE JONES
LEROY F. MIDDLETON LLOYD H. NELSON
REID, MIDDLETON & AssoCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
f,'R. LEIF LARSON, "ITY
CITY OF EDMONDS,
C I q � c E N T E R,�
Ec)mOlDS, '0ASPINGTON.
LIE A k Lr. I r:
324 MAIN STREET PRoapcc*r 8-1171
EDMONDS, WASHINGTON 98020
NoVrMSER 161 1966
FI LE: No. 1.547
Rr: PUnLlC IMPROVEMENTS FOR K-MART SHOPPING
CENTER
WE ARE TRA4SMITTING 4EREWITH ONE COPY OF EACH Of TWO DRAWINGS SHO�-IANG
THE PUf3LIC ftiPROVEMENT PLANS FOR TliE K-VART bHOPPING CENTER. ON SHEET Not 2
WE SHOW THC PROPOSED INSTALLATION or -.3011 sToRm SEWER PIPE WHICH IS C014SIDERED
'IE:CLSSARY TO TAKE CARE OF THE ADDIT104AL STORM DRAINAGE FROM THIS IMPROVED SITE
AND TmE DIVERTING OF WATER FROM AN EXISTINM CONDITIOl THAT HAS FLOODED THE AREA
IMMFOIATELY -ZAS-' Of- %lvr-P LAN-F EACH WINTER.
IT IS IINDEPSTOOD THAT -rHE OWNERS OF *rHE K441ART SHOPPING CE4TER WOULD
PARTIr,1PATE IN THIS 1:4STALLA-IJON, PERHP-PS JOINTLY WITH THE CITY OF EDMONDS AND
THE �,ITY OF MOUNTLAKE TERRACE, AS BOTH CITIES WOULD IMPROVE THEIR EXISTING DRAINAGE
CONDIIIONS WITH THIS INSTALLATIONs
')UP PREVIDOS CONVERSATION INDICATED THAT THE CITY or EDMONDS Wd--UCD-7N—sTALL
THE 307' STORM DFAIN L114E AND THE MATERIALS WOULD BE FUR41SHED BY �',41ART wITH, PER-
'-�f4PS SOME PARTICII�ATION- FROM THE CITY OF MOUNTLAKE T&PRACE. THE (;iyy ENGINEER
FOR MOUNTLAKE Tf.tiRAt.� HOWEVLR HAS lNoIcATED THAT THEY WQUt.() BE MoRt.- 1�'i iAVOR OF
FARTIZIPATION eY 145TAt.i-1147. THE PIPE RATHER THAN FalIRCHAST OF MATERIALS.
THE NEED FOR INSTALLATION or THE PIPE IS NOT TOO FAR IN THr FUTURE AND
THEREFORE IT IS REQUrSTED THAT YOU GIVE CONSIDERATION TO THIS MATTER AND ADVISE
US OF YOu"I PAPTiCIPATIOA SO THAT THE OWNERS OF' THr. K-KIAPT PROJECT CAN COMPLETE
THEIR PLANNINGa
VERY TRULY YOURS,
REID, MIDDLETON ASSOCIATESS INC.
X,
4r- 1�
EARL La CL I NE f
ELC'.TC
ENC. PRINTS 1.527-2 SHEETS
MUNICIPAL ENGINEERING 0 WATER SUPPLY * SEWAGE TREATMENT 9 SURVEYS & SUBDIVISIONS
Ll
L47
reldo Middleton �, ALSociates
324 �Iaiu -`t:mt-,t
Sd=
Gentleman:
November 13, 1956
reference is made to your letter of November 4,1 i9bb, me
No. 2086-B. relative to sewer easements within the Loundaries of the
proposed development,
The City of Ldmondr. does not desire to ahrogate the prenent
easements until an easement has been p roposed storn
,ranted for the p
z;ewer line crcss the K-Flnrt site.
Cline.
LRL:rf
This confirms discussion of November S. 1966, wit. -A I:arl
N
Yol= very truly$
CITY OF LDHONDS
LUr R. LARSON
City Engineer
JAMES H. REID C. WAYNE JONES
LEROY F. MIDDLETON LLOYD H. NELSON
REID, MIDDLET(3N & AssOCHATES, INC%
CONSULTING ENGINEERS & LAND SURVEYORS
324 MAIN STREET PRospEcT B-1171
EDMONDS, WASHINGTON 98020
MR. LEIF LARSON>
CITY ENGINEER�,
CITY OF EDMONDS,
CIVIC CENTER,,
EDMONDS, WASHINGTON
DEAR MR. LARSON:
NOVEMBER 4, 1966
FILE No, 2986-6
I HAVE BEEN REQUESTED TO CONTACT CITY OFFICIALS ON BEHALF OF NEWMAN
ASSOCIATES OF LONG BEACH, CALIFORNIA AND REQUEST THAT THE CITY OF EDMONDS ABROGATE
THOSE CERTAIN SEWER EASEMENTS LOCATED WITHIN THE BOUNDARY OF THE NEW K-MART LO-
CATED NEAR 224TH STREET S.W. AND U. S. HIGHWAY 99.
SPECIFICALLY, THE EASEMENTS IN QUESTION ARE AS FOLLOWS:
THE EASEMENT GRANTED BY JAMES H. DEMING, AND HIS WIFE, RECORDED
UNDER AUDITOR'S FILE NUMBER 1588266.
2, THE EASEMENT GRANTED BY M. R. MCGILL, AND HIS WIFE,, RECORDED UNDER
AUDITOR'S FILE NUMBER 1588268.
3. THE EASEMENT GRANTED BY LORETTA M. HOLMES AND RECORDED UNDER
AUDITOR'S FILE NUMBER 1588213.
4. THE EASEMENT GRANTED BY BEN AGOR AND RECORDED UNDER AUDITOR'S
FILE No. 1588214.
5. ALSO THE EASEMENT RETAINED WITHIN THE ORDINANCE VACATING A PORTION
OF OLIVER LANE AND RECORDED UNDER AUDITOR'S FILE No. 1880722.
I HAVE TAKEN THE LIBERTY OF PREPARING THE NECESSARY DOCUMENT FOR OFFICIAL
SIGNATURE AND HAVE ENCLOSED THE SAME FOR YOUR ACTION. ALSO I AM ENCLOSING A MAP
WHICH LOCATES EACH EASEMENT AND SHOWS THAT THE PRESENT SEWER IS LOCATED ON AND
SERVES ONLY THE K-MART SITE AND THAT ITS ABANDONMENT WOULD NOT EFFECT OTHER PROPERTY*
I THEREFORE REQUEST THAT A CITY ORDINANCE BE PASSED WHICH RELINQUISHES ALL
CITY EASEMENTS AND RESERVATIONS WITHIN THE BOUNDARY OF THE K-MART SITE.
IF FURTHER INFORMATION BE REQUIRED, OR IF I MAY BE OF FURTHER ASSISTANCE IN
THE MATTER, PLEASE CONTACT THIS OFFICE.
VERY TRULY YOURSP
REID, MIDDLET SSOCIATESj INC.
CR;TC
Ic
CCj ftMAN ASSOCIATE S MAX JRAJ�&lff% BE L;LARENCE RICHEY4
MUNIC PA ENGINEERING WATE _WASE TREATMENT * SURVEYS & SUBDIVISIONS
E3
Mr. Carl N. Rautonbergj, City Engineer
City of Mountlake Terrace
Civic Center
Mountlake Terrace,, Washington
Dear Carl:
&3
April 209 1966
Confirming recent discussions. forwarded herewith as
enclosure "1" is a warrant in the amount of $1,573.60 to reimburse
the City of Mountlake Terrace for the annexation of the Carlisle
property. The Carlisle property is located in the City of Mountlake
Tarn%&&& sewer service area, east of U.S. Highway 99 and north of
(�- �224th�reet S.W.
The calculations for the reimbursement are shown on enclosure
112" 9
LIRLirf
Enclosures - 2
Yours very tftly,
CITY or EDMONDS
LEIF R, LARSON
City Engineer
C 00 [Py
APPLICATION
The City of Edmonds for
NVER PER3=
SIDE SL
INSIDE 0 REPAIRS
CARDNo. .... ..................................
EASIMIENT No. ...
OWNER ............
------- 6� C, a " 4 .. ...... .......... ................. ...... CONTRACTOR ............. ...... ......................... .............. PERNar No.
STREET
. .... tk AVENUE LOT No . ...................................................................... BLOCK No . ...............................................
HOUSE No . ......
;&DtyNAb!E
, 4iv" rA�A r.,
lq
U-
Uj
UU
Date
13ACKFILL WORK ORDER ISSUED � ----------- -------
SEWER WORK ORDER ISSUED ...... ...................
UR
DEPOSrr, $.-,-, ..............
Se rut c e-
Approved:
DATE By
OVED
11963
CITY OF EDMONDS
9 0
Address of Construction:
�_, 25 � / _�4,ui
Property Legal Description (Include all easements):
Owner and/or Contract6r: Y V1 A (L P�U M
Ferfl)1*4, C-xplre'5 Fo i-)wq5
SIDE SEWER PERMIT
PERMIT N2 9156
-InajL�,
V-VA SAUINGER
StateLicenseNo. Building Permit No. Wlill"'LIFT STATIQ1\1
�o
Single Family Invasion into City Right -of -Way: No El Yes
0 Multi -Family (No. of Units RW Construction Permit No.
Kcommercial Cross other Private Property:�rNo 13 Ye's
11�
El Public Attach legal descriptio(n)and copy of recorded easement
I certify that I have read'alid shall e
Opp with all city requirements
as indicated on the back of the Permit Card.
-S - - 0(0
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 7714242-,PUBMLORKS DEPT.
Permit Fee: �3 0 t5 0, ;Isls3u e5d By
Trunk Charge: Date Issued: —
Assessment Fee: Receipt No.:
Lid No.: —
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial —
Final Inspection Approved: Date Initial-,1&9—
(/ f
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy; Applicant Rrsed 3,90
CITY OF EbMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
MAILING ADDRESS
16,L)15—
_61 T —Y ZI
P HONENUMBER
I TtLtV
Ge I;- L-C_,/,0e Al. 74-&- &0G(,0
NAME
Wit, I, I -,-1 1-0"--
ADDRESS
M10 F'b-&77-
CITY ITEL!;ONE NUMBER
1 &97,- 0447,
ADDRESS
PERMIT
NUMBER
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 13
RW Permit Required 13
EXISTING — REOUIRED DEDICATION — Street Use permit Req.d 0
PROPOSED Inspection Required 0
Sidewalk Required 0
Z
REMARKS Im
Y
By
REMAR S
REMARKS 'Oor
5TATE LICENSE NUMBER
SIGN rdA REVIEW
ALLOWEG� 14MPLE JEXEMPT
P cc
ADS
Legal Description of Property - i�nclucle all easements
F
V C U rLjfING REVIEW By
SE CKS 9T
S,
H LOT
EIGHT
06v!>
V^xzda, 1 3. r?W1 00i C—AW -0 a"& 7
Tax 4count Parcel No.
0Z,7"&-+5
J_
TWE
D P NO
NEW RESIDENTIAL No
ADDIALTER COMMERCIAL
M'C-A, Al
M CHAN AL
APT SLOG.
REPAIR
SIGN.
HI
C. I.
I IZE OF ICO
;AUCTION
COD�n
HEIGH
GRA?IN? , k�FENCE
DE.O.S. CYDS.
CARPORT
REMODEL GARAGE
WOOD STOVb RETAINING WALL/
_PTI
FT)
W.
IML
"A
a SPECTOR I AREA
EC It
RPEQUIAR
1 13 YES
OCCUPAW Ar OCCUPANT
GROUP OA
-
IREMARKS ___
PROGRESS 11,11SPEN
-Ar III
I IONIFF-Ell UBC 305
INSERT L_J ROCKERY WAL
TVD0 — I — A[ IQINFqq no Ar.TIVI
NUMBER OF STORIES
DESCRIBE WORK TO BE 0 (ATTACH PLOT PLAN)
I fbd�pyn 1 1 70 ^,4
Jk-. r--IAW5�r . I ,
PLAN CHI
BUILDING
Plan Check N!Y q I
ECHANICAL
This Permit covers WOW Wone on private property C Y
DI ILL
Any construction on ttlWbIlc domain (curts, sidewAt
STATE S
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 160 Days
STO RAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns a
INSPECTION FEE
successors in interest, agrees to indemnify, defend and holl
h armless the City of Edmonds, Washington, its officials,
EAAMYE7
I
employees, and agents from any and all claims for damages of
whatever nature. arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
2 5 6C In e,
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge that I have read this application; that the
ATTENTION APPLICATION APPROVAL
Information given Is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and
state laws re gulating construction; and In doing the work authoriz.
THIS PERMIT
AUTHORIZES This application is not a permit until
ed thereby, no person will be employed In violation of the Labor
ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa-
L
WORK NOTED Deputy: and fees are paid, and receipt is
tion Insurance.
INSPECTION acknowledged in space provided.
SIGNATURE DATESIGNED
DEPARTMENT
EON�R
2�)
OFFICIAL S SIGNATURE DATE
CITY OF
Qr, I
EDMONDS
JC i t0%4P%;
ATTENTION
CALL FOR RELEASED BY: DATE
INSPECTION
IT S UNLAWFUL TO USE OR OCCUPY A BUIL61NO OR STRUCTURE
If
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGINAL — File YELLOW — inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
CHAPTER 3.
771-0210 PINK — Owrer GOLD — Assessor
46�'. P)zr,
Side Sewer Drawing
The City of Edmonds EASEMENT NO. --------------- 1.
................... . A§iwr. NO.
NEW CONSTRUCTION n' REPAIRS LID NO.
OWNER------------------------------------------------------- ---------------------------------
JOB ADDRESSZ. 7- ..... q_q ........
PWW-6001 -11 il 5 (R EV. 11178)
CONTRACTOR.......................... - ........................................................ PERMIT NO..'3�A �4
LEGAL DESCRIPTION: LOT NO . ...... ............................... BLOCK NO . .............. .................
..................................................................... .................................................. I ........................................
NAMEOF ADDITION -----------------------------------------------------------------------------------------------------------------------
Approved:
Dl�.-TE —5 - i -z - c1b
......................................... B y . ---------------------------
�6
HA. RTCROWSER
Earth and Environmental Techriologies
W 9 1�
n
Geotechnical Engineering Design Study
Proposed K-Mart Addition, Store Number 4208
Edmonds, Washington
Prepared for
ATEC Associates, Inc.
October 18, 1991
J-3407
1( ol
S e a t t / e, Tit ( o n i a, R i( t jk i n (1, A f) c h (Y i � s �; o?. A ) r t /�) n Sa n F1 'j F? � i�" 1)
Hart Crowser
J-3407
CONTENTS
PURPOSE, SCOPE, AND LIMITATION OF THIS STUDY
Purpose
Scope
Limitation
SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
Results of Field Explorations
Foundation and Slab Design
Miscellaneous Recommendations
SITE AND PROJECT DESCRIPTION
SUBSURFACE CONDITIONS
GEOTECHNICAL ENGINEERING CONCLUSIONS
AND RECOMMENDATIONS
Foundation Support for the Building
Miscellaneous Recommendations and- Conclusions
SOME CONDITIONS TO BE EXPECTED DURING CONSTRUCTION
RECOMMENDED ADDITIONAL GEOTECHNICAL SERVICES
FIGURES
1 Vicinity Map
2 Site and Exploration Plan
r
Page
1
2
2
2
3
3
3
4
5
5
9
11
12
Page i
Hart Crowser
J-3407
CONTENTS (Continued)
Page
APPENDIX A A-1
FIELD EXPLORATIONS METHODS AND ANALYSIS
Explorations and Their Location A-1
77te Use of Auger Borings A-1
Standard Penetration Test (SPT) Procedures A-2
FIGURES
A-1 Key to Exploration Logs
A-2 Boring Log B-1
A-3 Boring Log B-2
APPENDIX B B-1
LABORATORY TESTING PROGRAM
Soil Classification B-1
Water Content Detenninations B-1
Grain Size Analysis (GS) B-1
FIGURES
B-1 Unified Soil Classification (USC) System
B-2 Grain Size Distribution Test Report
Page ii
Hart Crowser
J-3407
GEOTECHNICAL ENGINEERING DESIGN STUDY
PROPOSED K-MART ADDITION, STORE NUMBER 4208
EDMONDS, WASHINGTON
This report presents the results of our subsurface explorations and
geotechnical engineering study for the proposed addition to K-Mart
Store number 4208.
We have organized this report into several distinct sections. In the first
several pages we present a summary of our key conclusions and
recommendations. The main body of the report presents our design
level results. Toward the end of the text, we summarize important
construction considerations. The appendices present our field and
laboratory test results.
PURPOSE, SCOPE, AND LIMITATION OF THIS STUDY
Purpose
Scope
The purposes of this study were to:
i. Assess the site subsurface conditions;
P. Provide criteria for site preparation and foundation design; and
P. Provide other geotechnical recommendations relevant to design and
construction.
The scope of the study included the following:
P. Complete field explorations of the project site;
o. Conduct laboratory soils. tests;
Identify the geotechnical engineering considerations and perform
analyses; and
Page 1
Limitation
Hart Crowser
J-3407
o. Prepare this report.
The field explorations consisted of two hollow -stem auger borings
drilled to depths of about 15 feet below the ex:isting ground surface.
The approximate locations of the borings are shown on the Site and
Exploration Plan, Figure 2. Laboratory test procedures included visual
classification, water contents, and grain size analysis on selected samples
retrieved from the explorations. We used the tests to help classify the
site soils and to estimate the geotechnical index and engineering
properties of the materials. Finally, we performed engineering studies
and analyses to develop recommendations for design and construction.
We completed this work in general accordance with our proposal dated
September 3, 1991. Our report is for the exclusive use of ATEC
Associates, Inc., the K-Mart Corporation, and their design consultants
for specific application to the subject project and site. We completed
this study in accordance with generally accepted geotechnical practices
for the nature and conditions of the work completed in the same or
similar localities, at the time the work was performed. We make no
.other warranty, express or implied.
SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
The following is a summary of the principal conclusions and
recommendations contained within this report. Refer to subsequent
sections of the report for further discussion of each point, as well as for
other recommendations.
Results of Field Explorations
A vicinity map and site and exploration plan are shown on Figures 1
and 2, respectively.
Subsurface soils consist of surficial sand fill over dense to very dense,
silty, gravelly sand.
Soils at and below the planned foundation level are generally
granular, strong, and have a low compressibility.
Page 2
Hart Crowser
1-3407
Groundwater was not encountered in our borings at the time of
drilling.
Foundation and Slab Design
o. Foundation support may be provided using spread or continuous
footings with an allowable bearing pressure of no more than 4, 5, or
7 kips per square foot (ksf) if founded in. compacted structural fill,
weathered glacial till, or glacial till soils, respectively, depending on
footing depths and allowable settlements.
Square column footings 2 to 4 feet wide may experience maximum
total settlements of about 1/4 to 1/2 inch under applied footing
pressures of 5 to 7 ksf. Continuous footings 1-1/2 to 2 feet wide may
experience maximum total settlements of less than 1/2 inch under a
loading of 3 ksf.
A slab -on -grade may be utilized and if loaded to 300 psf will
experience settlements of less than about 1/2 inch. ,
An appropriate modulus of subgrade reaction for use in design of
slabs -on -grade would be about 250 pci, as measured on A 1-foot-
square plate.
Miscellaneous Recommendations
i. All slabs should be underlain directly, everywhere, by a 6-inch-thick
drainage -layer and capillary break.
Estimate sliding friction between footings and slabs and subgrade
using an allowable coefficient of friction of about 0.30.
SITE AND PROJECT DESCRIPTION
We understand that the project will consist of a lightly loaded, one-story
structure, supported by interior columns and load bearing masonry
walls. The subject K-Mart store is located at 22511 Highway 99 in
Edmonds, Washington as shown on Figures 1 and 2.
Page 3
Hart Crowser
J-3407
The site is presently covered by asphalt paving. At the time of our
explorations we noted no failed pavement sections in the parking areas.
The building addition will have maximum plan dimensions of about 70
by 220 feet and a plan area of about 12,500 square feet and will be
located at the south end of the existing structure. Perimeter wall loads
are anticipated to be on the order of 2 to 3 kips per lineal foot (klf).
Maximum interior column loads are expected to be about 30 kips..
Floor slab loads will be on the order of 300 psf. The finish floor
elevation of the addition will match the grade of the existing building.
A garden center tent structure will also be added to the south of the
addition. We understand the tent will be supported by isolated columns
spaced along the perimeter of the garden addition. Column loads in
the garden center area are expected to be less than 30 kips.
SUBSURFACE, CONDITIONS
Interpretation of subsurface soil conditions wa's based on two soil
borings completed for this study. Subsurface soil conditions interpreted
from explorations accomplished at the site and soil properties inferred
from the field and laboratory tests at this site formed the basis for
developing the foundation design and construction recommendations
contained within this report. The nature and extent of variations
between the explorations may not become evident until construction. If
variations then appear evident, it will be necessary to reevaluate the
recommendations of this report. Details of the conditions observed at
the boring locations are shown on the logs included in Appendix A, and
should be referred to for specific information.
The soils encountered in our exploratory borings are uniform across the
plan area of the proposed addition. Soils just beneath asphalt
pavement sections generally consist of about 1 to 2 feet of silty, very
gravelly sand fill. In boring B-1, the surface fill material is underlain by
dense, slightly gravelly, silty, sand extending to a depth of about 4 feet.
This material appears to be a weathered glacial till. The fill in B-2 and
the weathered glacial till in B-1 are underlain by very dense, slightly
gravelly to gravelly, silty to very silty, sand (unweathered glacial till)
extending to the maximum depth explored of about 15 feet.
Page 4
Hart Crowser
J-3407
Foundations in this zone will support high allowable bearing pressures
with low resulting settlements.
Groundwater was not encountered in the borings at the time of drilling.
It must be noted that fluctuations in the level of the groundwater occur
due to variations in rainfall, temperature, seasons, and other factors at
the time measurements are made.
GEOTECHNICAL ENGINEERING CONCLUSIONS AND RECOMMENDATIONS
The following section includes two main subheadings addressing
foundations and other miscellaneous design components. Minor
subheadings introduce specific topics.. The recommendations given
should be incorporated by the architect and structural engineer into the
excavation and foundation plans for the building.
As additional data become available it could be necessary to analyze
portions of the design in more detail. Interaction with the design team
as the excavation and foundation support plans are developed is desired
prior to completion of final design.
Foundation Support for the Building
It is our recommendation that the building addition be supported on
continuous and isolated spread footings with floor loads supported by a
slab -on -grade. The primary considerations for foundation design at the
site are surface fill materials and the effects of proposed foundation
loads on the existing K-Mart building foundation.
Site Preparation
Initial preparation of the site for construction and pavement support
should include stripping of the asphalt concrete, garden center slab, and
any other deleterious materials.
Site preparation activities should be accomplished to provide a
minimum of two feet of compacted structural fill below the slab -on -
grade, paved areas, and footings. The depth of overexcavation under
these areas may be reduced if weathered or unweathered glacial till is
encountered before reaching a depth of two feet.
Page 5
Hart Crowser
J-3407
After clearing and stripping of unsuitable materials, the exposed
subgrade soils should be proof -rolled with a heavy vibratory roller to
delineate soft or loose areas. These areas should be overexcavated and
replaced with compacted structural fill.
If the site soils can be recompacted, a partial ov&rexcavation and
compaction can be accomplished in the slab -on -grade, pavement, and
footing subgrade areas. This may be accomplished by overexcavating
the upper foot, compacting the lower foot, replacing and compacting
the upper foot, thus providing the minimum 2-foot thickness of
compacted structural fill.
If site preparation activities occur during the winter months, then it may
be necessary to import a "clean" fill to provide the necessary fill under
slabs -on -grade, pavements, and footings. Before placing this fill, the
subgrade should be proofrolled to a firm and non -yielding condition.
Footing Desio
In order to provide a suitable bearing capacity and minimize damage to
the building due to differential settlements, footings are expected to be
founded in the glacial till underlying the surface fill materials or in
compacted structural fill in areas where overexcavation is required.
Overexcavation and/or compaction will be required in areas where the
base of the footing is not located below the existing fill materials.
Overexcavation depths will need to be determined in the field at the
time of construction. We estimate that fill depths should range from
about 1 to 2 feet below the existing ground surface.
Recommendations:
Foundation support may be provided using spread or continuo lo'dow
footings with an allowable bearing pressure of no more than 4, - 5, or.
7 kips per square foot (ksf) if founded in compacted structural fill,
weathered till, or glacial till soils, depending on footing depths and
allowable settlements.
Isolated spread and continuous footings should have a minimum
width of 24 and 18 inches, respectively. Place the base of all
footings at least 18 inches below the lowest adjacent finished grade.
Page 6
Hart Crowser
J-3407
Allow an increase in the allowable soil bearing pressure of up to
one-third for loads of short duration, such as those caused by wind
or seismic forces.
New footings should be founded outside of an imaginary 1H:1V
plane projected upward from the bottom edge of adjacent footings
(new or existing) or utility trenches.
o. Where overexcavation is required below footings to remove fill
materials, the width of the bottom of the overexcavation should be
numerically equal to the width of the footing plus the depth of
overexcavation below the footing.
Estimate sliding friction between footings, slabs, and subgrade using
an allowable coefficient of friction of about 0.30. This value
incorporates a factor of safety of about 1.5.
Resistance to lateral movement can be estimated by using an
allowable equivalent passive fluid weight equal to 300 pounds per
cubic foot (pcf).
Foundation Settlement
We expect the foundation soils to behave elastically with settlements
occurring as the loads are applied. It is our understanding that average
slab loads will be about 300 psf and column loads will be about 30 kips.
Assuming the previous recommendations regarding foundation design
are followed, square column footings 2 to 4 feet wide may experience,
maximum total settlements of about 1/4 to 1/2 inch under applied
footing pressures of 5 to 7 ksf. Continuous footings 18 to 24 inches
wide may experience maximum total settlements of less than 1/2 inch
under a loading of 3 ksf. Differential settlements could be about one-
half of the total settlement values for footings bearing on till soils and
up to two-thirds for footing bearing on different soil materials.
Maximum floor slab settlements are expected to be less than 1/2 inch
based on slab loads of 300 psf.
We also analyzed potential settlements of foundation elements at the
south end of the existing K-Mart building caused by stress increases
Page 7
r
Hart Crowser
J-3407
from the proposed addition. Settlements of the existing foundation
elements are estimated to be less than 1/4 inch.
These settlement estimates are for isolated foundation elements and
typical sizes only. Influence of adjacent footings and different sizes
should be considered wh ' en specific layouts are available. The
determination of the actual design footing pressures, sizes, and
settlements is an iterative process based on input from both the
geotechnical and structural engineers.
Recommendation: Mow Hart Crowser to review the final foundation
plan to re -estimate settlement response.
Foundation Construction
The foundation settlement estimates given herein assume careful
preparation - and protection of the exposed subgrade will occur prior to
concrete placement. In footing areas, excavation to depths of 1 to 2
feet below the existing grade may be necessary to remove surface fill
materials.
Any loosening of the materials during construction could result in larger
settlements than those estimated herein. It is important that all
foundation excavations be cleaned of loose or disturbed soil prior to
placing any concrete and that there be no standing water in any
foundation excavation.
Recommendation: Have a representative of Hart Crowser present to
observe each foundation excavation pr-ior'to placement of any concrete.
During periods of extended wet weather and conditions at the bottom
of the excavation, it may be desirable to place a nominal 2- to 4-inch-
thick "mud slab" consisting of lean concrete in the footing excavations
immediately after the excavation has been checked by the geotechnical
engineer. The purpose of the mud slab would be to protect the
exposed soils against softening or disturbance from water or
construction activities. Backfill any excavation extending below the
planned foundation level with structural fill.
0
Pagr- 8
Hart Crowser
J-3407
I floor Slab Des- ig—n
The floor slabs may be constructed as slab -on -grade and should be
underlain by a minimum 6-inch thickness of compacted, drainage fill.
The floor slabs should not overlie existing surface fill soils unless the
K-Mart Corporation accepts the risk of poor slab, performance as a
result of an irregular subgrade. All existing surface fill materials should
be removed (and replaced wiih structural fill or compacted in the plan
area of the floor slab as discussed in the Site Preparation section.
L
Recommendations:
Slabs may be constructed as slab -on -grade and should be underlain
by at least 6 inches of drainage fill.
An appropriate modulus of subgrade reaction for use in design of
slabs -on -grade would be about 250 pci, as measured on a
1-foot-square plate.
Following excavation and footing construction it is likely that some
loosening of the soil near the surface will have occurred. Loose areas
should be recompacted or removed to provide a dense, non -yielding
surface for the placement of structural fill and the drainage layer.
All slabs -on -grade should be underlain directly by a drainage layer at
least 6 inches thick. This layer should consist of well -graded sand and
gravel with a fines (soil smaller than the No. 200 sieve based on the
minus 3/4-inch fraction) content of less than 3 percent by weight. This
layer serves as a capillary break and drainage layer and is intended to
reduce the potential buildup of hydrostatic pressures beneath the slab.
Miscellaneous Recommendations and Conclusions
Soil Modulus and Friction
An appropriate modulus of subgrade reaction for use in the design of
slabs -on -grade would be 250 pci for the compacted structural fill.
Page 9
Hart Crowser
J-3407
Drainage Considerations
Based on observations made during boring exploration, we do not
expect the groundwater conditions to impact construction in an adverse
way.
Regardless of whether significant water is encountered during the
construction phase, it is necessary to provide some type of permanent
drainage system.
Floor Slab Drainage. A footing perimeter drain should be installed to
prevent a build-up of hydrostatic pressures.
Recommendations for Subslab Drains:
All slabs should be underlain directly, everywhere, by a 6-inch-thick
drainage layer and capillary break as previously stated.
Structural Fill
Recommendations:
o. Place all fill beneath footings and slabs -on -grade as structural fill.
Place structural fill in lifts not exceeding 10 inches loose thickness
and compact to a minimum of 95 percent of the modified Proctor
maximum dry density as determined by ASTM D 1557.
Use well -graded sand and gravel with a fines content of less than 3
percent (based on the minus 3/4-inch fraction) for drainage fill
within 6 inches of slabs -on -grade and pavement sections.
If fill is placed during wet weather, we recommend using a clean,
well -graded sand or sand and gravel with less than 5 percent fines by
weight (based on the minus 3/4-inch fraction).
Prior to structural fill placement, remove, recompact, or dry all
disturbed, loose, or wet subgrade areas.
Before fill control can begin, the compaction characteristics must be
determined from representative samples of the structural and drainage
Page 10
Hart Crowser
J-3407
fill. Samples should be obtained from the borrow area as soon as work
begins. A study of the compaction characteristics should include
determination of optimum and natural moisture contents of these soils
at the time of placement.
The suitability of excavated site soils for compacted structural fill will
depend upon the gradation and moisture content of the soil when it is
placed. As the amount of fines (that portion passing the No. 200 sieve)
increases the soil becoming increasingly sensitive to small changes in
moisture content and adequate compaction becomes more difficult to
achieve. Soil containing more than about rive percent fines cannot be
consistently compacted to a dense non -yielding condition when the
water content is greater than about two percent above optimum.
The existing subgrade soils at the site consist of silty to very silty,
gravelly sand with a fines content of about 15 to 40 percent and a
moisture content of about 3 to 11 percent. The existing site soils may
be suitable for reuse as structural fill provided these soils are reworked
and moisture conditioned during extended dry weather periods.
However, as previously recommended, a clean, Well -graded, sand and
gravel fill should be used during the wet weather months.
Pavement Desien
Our explorations revealed an existing pavement of two inches of asphalt
concrete over six inches of fill support material. The existing pavement
areas were observed to be intact with no failures. K-Mart's Pavement
Specifications specify 2V2 inches of asphalt concrete over four inches of
aggregate base course for parking areas. In our opinion the
aforementioned pavement section should provide adequate support for
the parking areas. However, in heavy truck traffic areas, we
recommend a pavement section of three inches of asphalt concrete over
six inches of aggregate base course. Subgrade support for all pavement
sections should be prepared according to recommendation in the Site
Preparation section of this report.
Page I I
Hart Crowser
J-3407
SOME CONDITIONS TO BE EXPECTED DURING CONSTRUCTION
The following section lists various conditions the contractor should be
prepared to deal with during construction. The list is not intended to
be all-inclusive, but summarizes some observations from similar projects
in similar soils, and observations from our exploration program.
Soils at the foundation level are susceptible to disturbance by water
and movement of men and construction equipment. Disturbed soils
must be removed from footing and slab areas prior to concrete
placement.
Temporary drainage using sumps in footing excavations may be
needed to maintain a dry hole during wet weather periods.
The contractor should be prepared to hand -clean all excavations of
loose and soft soils.
P- Excavations may be near existing footings, walls, or slabs.
Construction should occur carefully so that any caving does not
negatively affect the continued safety of other facilities.
RECOMMENDED ADDITIONAL GEOTECHNICAL SERVICES
Before construction begins, we recommend that Hart Crowser:
P- Review the final foundation and excavation design plans and
specifications in order to see that the geotechnical engineering
recommendations are properly in,terpreted and implemented into the
design.
During the construction phase of the project, we recommend that Hart
Crowser observe the following activities:
P. Placement of foundations and slabs -on -grade;
o. Determination of the depth of overexcavation; and
Other geotechnical considerations which may arise during the course
of construction.
Page 12
Hart Crowser
J-3407
The purpose of these observations is to observe compliance with the
design concepts, specifications, or recommendations and to allow design
changes or evaluation of appropriate construction measures in the event
that subsurface conditions differ from those anticipated prior to the
start of construction.
We trust that this report meets your needs. If you have questions or if
we can be of further assistance, please call at your earliest convenience.
Sincerely,
N
HART CROWSER, INC.
J RN F. LEMKE
Staff Geotechnical Engineer
ES H. KLE E, P.E.
I
enior Associate
JL-th
GEOTENGIA
ALLEN L. JONES, P.E.
Senior Staff Geotechnical Engineer
Page 13
Vicinity Map
~Ferndale, B
I
,
m
O GO 120
Approximate Scale inFeet
HAffCROWSER
J_3407 10191
Figure I
I
C—
(b
'4
Site and Exploration Plan
r---
" CL
00
oz
Co
0 a)
L
Note: Base prepared from drawing provided by K-Mart. dated July, 1991.
&B-1 Boring Location and Number
C: New Building Addition
0 60 120
MMEMOMMI
Approximate Scale in Feet
CITY OF EDMONDS LARRY S. NAUGHTEN
CIVIC CENTER - EDMONDS. WASHINGTON 98020 - (206) 775-2525 MAYOR
OFFICE OF THE MAYOR
March 17, 1987
Mr. Bol ts
K-Mart
22511 Highway 99
Edmonds, WA. 98020
Dear Mr. Bolts:
It has been called to my attention that you have --been working with City
staff in identifying sources of the pollution whil.c.b'discharge into Lake
Ballinger and corrective measures. I also underst�nd that you intend
to make the necessary changes on your property to -either eliminate or
control the source of pollution from your property -
I want to express, on behalf of the City, our appreciation for your
cooperation. This is a problem that will require the cooperative
effort by everyone in the community. Your positive attitude and
cooperation in helping to solve this problem will not go unnoticed.
Your immediate attention will help establish your business as a member
of the community in taking an active roll in cleaning up our
environment.
Once again, thank you for your cooperation in this matter. 11
Sincerely,
LARRY S. NAUGHTEN
Mayor
JWH/sdt
POLLUTN/TXTST530
i
890 . 194
SMEET FILE
CITY OF EDMONDS
250 - 5th AVE N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning 9 Parks and Recreation e Engineering
May 18, 1989
J. D. Phillips
Manager K-Mart #4208
22511 Highway 99
Edmonds, WA 98020
Dear Mr. Phillips:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DiRECTOR
Per our conversation on May 18, 1989 regarding your account. I will
allow a credit to adjust your account to reflect the same billing in
March 198B. Your bill in March of 1988 was approximately $190.00.
Our Utility Billing Clerk will adjust your account upon receipt of a
signed copy of this letter. With the acceptance of this credit, will
release the City from any other claim regarding the water problem of
February 23, 1989.
Should you have any questions, please call Ilene Larson, Utility
Billing Clerk, at 771-3051.
Sincerely,
Bobby R. Mills
Public Works Superintendent
BM/lk
cc: Ilene Larson
Utility Billing Clerk
KMART/TXTWATER
--- -- - ----- F7
Ac I Date
RECEIVED
MAY .3 0 1989
PUBLIC WORKS
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
#Cmcert, Corporation L V L L) STORE NO.
W
APR 2 `5 '1989
22511 HIGHWAY 99
PUB�Ir,, \N 0 R K S EMMONDS. WASHINGTON 98020
Edmonds Water Department
Director of Department
Dear Sir:
This is in response to the March water?'bill for Kmart
located at 22511 Hwy 99, Edmonds. I am enclosing amounts
which you can verify for water bills ±-,eceived from November
1988 through March 1989. As you can see, all months were
fairly consistent from November through February, with the
Mirch bill doubled in amount.
Due to broken water line in the area, the water
department turned the water off on Thursday, February 23rd,
3:00 pm and it wasn't turned back on until I called your
department Friday, February 24th, approximately 8:00 am.
They couldn't believe the water was still turned off.
Within 30 minutes the water was t,,urned back on for the Kmart
building.
I realize the system is old but we had not had the
plumbing')problems that we began to experience whon the
water started coming out muddy,.,,J,)d grimy. Yes, you did
pay for some of the repairs we were having with our toilets,
and that is appreciated. Since then we have had the plumber
out t-d(correct items which could be related to this problem
and Kmart has paid for these repairs.
I realize that there was a sewer rate increase on
March 1, 1989 which will increase the sewer tax. I request
some credit allowance to be made for the March water bill.
This would also cover credit to Market Place Foods which
was located next to Kmart with the line running through
the Kmart store.
Yours truly,
J. D. Phillips
Manager, Kmart #4208
94-40-07
vv
0 2101
No vet* Ze a 12 -0�? -�/ z1g. 6 4
1�-3o 7;�xe,,
30 7.,lxc-s
/;Z - /5F - 1-17
/0 q,S-_�- ley yes
F'e Ap u PR -/7-,2 -/S'
3, VY
le
I
RETURN THIS
PORTION,
WITH YOUR
:PAYMENT
TEAR ALONG THIS PERFORATION-*
0� 9 0 - 1 9 " -
City of Edmonds
Edmonds Water Department
SERVICE
ADDRESS
`112�-J.i 99
2 li
ACCOUNT NUMBER: 607425
PAST DUE AFTER: 4/04/89
AMOUNT DUE: 13 Ai. 6 6
SEWER RATE 104CREASi".' EFFECTIVE 3/i/e,?, :BY ORIJ. 0265'?
PASSED BY COUNCIL 2/16/se. THIS INCREASE WILL FIE
A '-KIEFLECTEA, IN' APRIL PILLING. APTS. $3.4.00 PER UNIT
MONTHLY. OTHER COMMERCIAL ACCOUNTS, $1.73 PE-R J.00
,_ I FEET OF METERED WATER CONSUMPTION. **** CR11ME.,
Message U J B.'' C
F:,PEYENTION EXH1PIT,---ltA.T.t APRIL 15 AT EDMONDS NATLt
For IANK BLDG, 12Z - 3RD S. , DROP -IN HOURS 11 AM - 3 PM
You sF,wisowri sy Eximtotat,:3 POLICE AND EDMONr'S EXCHANGE
U-1.1p - CITY DISASTER PLAN PUBLIC A140-IRENES1,133, AND
Et'sRTHQUAKE'. SURVIVAL. BROCHUF;ES FRUE AT CITY CrF*lCE.f-.,',.
CHAMPEF.: OF COMMERCE AND EDMONDS LXPRARY.
METER REAOINGS/DATE CONSUMPTION
ACCOUNT NUMBER: PREVIOUS PRESENT 10D CUBIC FEET CODE �AMOUNT
785 74 28Y 1. 31.1429
6Q'�425 2/3.5/29 3/20/8T 2 17.90
3 355,47
SERVICE - '1251. 1 HIGHWAY 9?
ADDRESS '
PAST DUE 4/04/8S
AFTER 10'
SS KRESGUE CO
22511 HIGHWAY 99
EDMONDS WA
684.66
98020
8 '�� — -f— �—
i ciccl` RLE
CITY OF EDMONDS
250 5th AVE. N. * EDMONDS, WASHINGTON 98020 * (206) 771-3202
COMMUNITY SERVICES
February 20, 1987
Manager
K-Mart
22511 Highway 99
Edmonds, WA. 98020
Dear Sir:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Visual inspection of the storm drains adjacent to your place of
business has indicated that significant amounts of pollution, primarily
oil and anti -freeze, are entering the storm conveyance system that is
tributory to Halls Creek and Lake Ballinger.
This is in violation of City, State, and Federal ordinances and laws.
We would appreciate the opportunity to discuss measures designed to
correct the problem. We would prefer to handle such problems on a
local level with your voluntary -cooperation.
If you have any questions or concerns, please feel free to contact Me
at my office. Thank you for your assistance in this matter.
Very truly yours,
L\)o 6L
JERRY HAUTH, P.E.
Hydraulics Engineer
JWH/sdt
cc: Dave Wright
Washington State Department of Ecology
KMART/TXTFORMS
PUBLIC WORKS PLANNING
PARKS AND RECREATION 0 ENGINEERING
I a,
SUPERIOR COURT OF WASHINGTON FOR KING COUNTY
EDMUND L. BAXTER
Plaintiff, NO. 84-2-09223-8
VS. AFFIDAVIT OF
Harold M. Reeves
K MART CORPORATION, a foreign
corporation; d/b/a/ K MART
STORES and d/b/a/ K MART
DISCOUNT STORES and d/b/a/
K MART,
Defendant.
STATE OF WASHINGTON )
) ss.
COUNTY OF KING
HAROLD M. REEVES, being first duly sworn on oath, deposes and
states:
1. 1 am over the age of eighteen years and not suffering from
any legal disability. I make this affidavit for the purpose of giving
written testimony in the arbitration hearing on the above -captioned
matter. I have personal knowledge of the facts set forth herein and am
fully competent to testify thereto.
2. 1 currently hold the position of Building Official in the
Community Services Department of the City of Edmonds. I have held this
position for the last five years
City of Edmonds building code.
AFFIDAVIT OF HAROLD M. REEVES - 1
My duties include enforcement of the
3. According to records on file with the Edmonds Building
Department, the City of Edmonds issued a building permit in 1967 for
the structure at 22511 Highway 99, Edmonds, Washington which houses the
Edmonds K-Mart store. The 1964 Edition of the Uniform Building,Code
was in effect at the time application was made for this permit.
Attached is a true and correct copy of the City of Edmonds Ordinance
adopting the 1964 edition of the Uniform Building Code. Attached also,
is a copy of certain regulations relating to glass and glazing taken
from a copy of the 1964 UBC (Uniform Building Code). This was
co'(FeXa.."s -P .0-
obtained from the Bellevue Office of International Building..Officials,
as Edmonds City Clerk records do not include old editions of the UBC.
�-A 0-1 IRI�V- M .
Harold M. Reeves
SUBSCRIBED AND SWORN to before me this day of December 1985.
t
JTARY PUBL C in and for 2 Sta�t�e�
of Washington residing at
AFFIDAVIT OF HAROLD M. REEVES - 2
1
2
3
4
5 SUPERIOR COURT OF WASHINGTON FOR KING COUNTY
6
EDMUND L. BAXTER
7
Plaintiff, NO. 84-2-09223-8
8
VS. AFFIDAVIT OF
9 HAROLD M. REEVES
K MART CORPORATION, a foreign
10 corporation; d/b/a K MART
STORES and d/b/a K MART
11 DISCOUNT STORES and d/b/a
K MART,
12
Defendant.
13
14 STATE OF WASHINGTON)
ss.
15 COUNTY OF KING
16 HAROLD M. REEVES, being first duly sworn on oath, deposes and
17 states:
18 1. 1 am over the age of eighteen years and not suffering from
19 any legal disability. I make this affidavit for the purpose of
20 giving written testimony in the arbitration hearing on the above-
21 captioned matter. I have personal knowledge of the facts set forth
22 herein and am fully competent to testify thereto.
23 . 2. 1 currently hold the position of Building Official in the
24 Community Services Department of the City of Edmonds. I have held
25 this position for the last five years. My duties include enforcement
26 of the City of Edmonds building code.
AFFIDAVIT OF HAROLD M. REEVES - 1
LAW OFFICES OF
KARR, TUTTLE, KOCH . CAMPBELL
MAWER & MORROW
A PROFESSIONAL SERVICE CORPORATION
1111 THIRD AVENUE ' SUITE 2500
SEATTLE. WASHINGTON 98101
223-1313
1 3. : If a building in Edmonds was designed and constructed in
2 compliance with the version of the Edmonds building code in effect
3 at the time at which application was made for the building permit,
4 then the owners and/or lessees are not required to make changes in
5 the building to conform to any subsequent versions of the building
6 code. This rule applies, subject to the exception that a subsequent
7 building code must be complied with if changes are made to the
8 building which would require issuance of a permit by the City of
9 Edmonds.
10 4. The City of Edmonds issued a building permit in 1967 for
11 the structure at 22511 Highway 97, Edmonds, Washington which houses
12 the Edmonds K-Mart store. The 1964 promulgation of the Edmonds
13 Building Code was in effect at the time application was made for
14 this permit. Based on my knowledge of building codes, and assuming
15 that the bottom edges of the storefront windows were at least 18
16 inches above the sidewalk surface, the Edmonds K-Mart store was in
17 compliance with the 1964 Edmonds building code.
18
19
Harold M. Reeves
20
21 SUBSCRIBED AND SWORN to before me this day of November
1985.
22
23
24 NOTARY PUBLIC in and for the
State of Washington residing
25 at
26 AFFIDAVIT OF HAROLD M. REEVES - 2 LAWOFFICESOF
KARR, TUTTLE, KOCH, CAMPBELL
MAWER & MORROW
A PROFESSIONAL SERVICE CORPORATION
1111 THIRD AVENUE ' SUITE 2500
SEATTLE. WASHINGTON 98101
223-1313
SECTIONS 5401-5405 UNIFORM BUILDING CODE
CHAPTER 5"LASS AND GLAZING
Scope Sec. 5401. All glass and glazing in exterior wall openings
and hazardous locations named in Section 5406 shall conform
to the regulations specified in this Chapter and U.B.C. Stand-
ard No. 54-1-64.
EXCEPTION: Glazing of window openings not regu-
lated in Section 5406 of Groups H and I Occupancies less
than four stories in height and Group J Occupancies may
be exempted from these provisions.
See Part V of this Code for additional glass requirements
where openings are required to be fire protected and Section
5204 for openings glazed with plastics. .
Identifleation Sec. 5402. Each light shall bear the manufacturer's label
designating the type and thickness of glass. Each light with
special performance characteristics such as laminated, heat -
strengthened, fully tempered, or insulated shall bear the
manufacturer's identification showing the special characteristic
and thickness by etching or other permanent means, and need
not be labeled.
Area Limitations Sec. 5403. The area of individual lights shall be not more
than that set forth in Table No. 54-A as adjusted by Table
No. 54-B.
Glazing Sec. 5404. Lights shall be installed in and completely sur-
rounded by frames with the minimum frame laps and glass
edge clearances as set forth in Table No. 54-C.
EXCEPTION: Where firm support is not provided at all
edges, the means of installation shall meet the approval of
the Building Official.
Louvered Windows Sec. 5405. Louvered windows may be exempted from the
provisions of this Chapter if the individual lights are less than
one and one-half square feet (1% sq. ft.) in area.
TABLE NO. 54-A-MAXIMUM ALLOWABLE AREAS OF CLASS'
SINGLE
STRENGTH
DOUBLE
STRENGTH
Glass
Thick-
.085"
0. 115"
to
to
'A " 7A " !m 1/4 " -A " % " and
ness
(Ins.)
100"
0.133"
Over
Area'
(Square
5.8
10.85
12 27 48 75 108 190
Feet)
'Areas- may be increased for special perfoffnanLN-. glass having greater
strength characteristics if approved by the Building Officitil.
'Areas shown are for square panes of glass mounted in a verticni posi-
tion. Glass mounted at a slope not to exceed one horizontal to five
vertical may be considered as vertical.
1964 EDITION
TABLE NO. 54-B-AREA ADJUSTMENT FACTORS FOR
RECTANGULAR SHAPES
RATIO
FACTOR RIAT 10
(F)i (W
FACTOR
IF)'
1.0
1.00 0.5
0.9
'a
.94 0.4
.94
1.05
0.8
.90 0.3
1.32
0.7
.88 0.2
1.92
0.6.
89 0.1 1
4.00.
" , - �4 soon slue GIvIcled by long side.
ac�ors ?
IF lation. or Intermediate ratios of "11'/L" may be obtained by interpo-
TABLE NO. 54-C-MINIMUM GLAZING REQUIREMENTS
FIXED WINDOWS AND OPENABLE WINDOWS
OTHER THAN HORIZONTAL SLIDING
CLASS AREA
ELa'p
U
o14
8 to 1114
�70t.rl-q. Ft.
sq, F
14 to 32
Sq.FL
32 to SO
32 to So
S q, FIL
Sq.FL
Over So
Sq.Ft
Minirnum Frame
Minimum Class
Edge.Clearance
'Ig
1/g 111 12
2/8,11,2
% .1
1/
4
Continuous Metal
ous Meta,
Stop Beads
r
Required
Resilient Setting
Not
MatEerial
Requiredir
Required
SLIDING DOORS AND HORIZONTAL SLIDING WINDOWS
GLASS AREA
U to 14
Sq!OF32
14 Tq. Ft. t.
12 to 50
Sq. Ft.
O,,r 50
Sq. FIL
Minimum Class Frame Lap
Y, � A �
% ff
1h .
Minimum Class Edge
Clearance
%112
Y4 '
Required
Continuous Metal Stop
above
Beads
third Required
I
story
Resdient Setting Material
Not RequiredT__i�qIlied__]
SECTION 5406
"iass eage clearance in fixed openings shall be not less than that re-
�t;ired to Provide for wind or ca rthquake drift.
2C a 3 ed clearance at all sides �f pane shall be a minimum of three-
sixteenlKs inch (Y'V) where height of glass exceeds three feet (W).
Sec. 5406. Glass lights subject to impact hazards and in Impact
the following locations shall comply with Table No. 54-D:
1. Glass doors and wall panels of bathtub and shower en-
closures. For plastics, see Section 1711 (e).
2. Where bottom of glass light is within eighteen inches
(18") of floor or walking surface.
3. Glass lights of glass panel doors.
416 1 . 417
4
k.
*c
T TABLE NO. 54-D
ABLE NO. 54-D UNIFORM BUILDING CODE
TABLE NO. 54-D—IMPACT LOAD"LASS"
CLASS TYPE
INDIVIDUAL
OPENI NG AREA
REQUIREMENTS
Regular plate, sheet
Over 6
Not less than 41"thick Must
or rolled (annealed)3
square feet
be protected by a push -bar
or protective screen firrn]y
attached on each e osed
side, if not dividedxTy a
muntin, or decorated4
Regular plate, sheet
0ver 6
Not less than A " thic:3L Must
orrolled (annealed),
square feet
be protected by a push -bar
surfaced sandblast-
or protective screen fu-mly
ed, etched, or other-
attached on each exposed
wise depreciated3
side, or decorated4
Regular plate, sheet
Over 6
Not less than A" thick. Must
or rolled (annealed)
square feet
be protected by a push -bar
obscure3
or screen firmly attached on
each exposed side, or deco-
rated4
Laminated
Over 6
square feet
Not less than '14 " thick
FuDy Tempered
Over 6
Not less than A " thick
square feet
Wired
Over 6
Not less than '4 " thick
square feet
Frameless
Shall be fully tempered glass
All Class Doors
2GIass less than single strength (SS) in thickness shall not be used.
21f short dimension is larger than twenty-four inches (24"), glass must
be double strength (DS) or thicker.
Wot permitted for bathtub and shower enclosures.
'Decoration shall be sufficient to make glass plainly visible.
418
December 1972
K-MART PARKING REQUIREMENTS
FOOD STORE Requires 17 stalls and 1 per each 100 sq. ft.
in excess of 5,000 sq. ft.
Area 22,200 sq. ft. gross
-5$000 17
17,200 172
100 189
VARIETY - Requires 1 stall per 600 sq. ft
gross floor area.
Area = 77,000 sq. ft. - 128
600
FUTURE SERVICE
SHOP Requires 1 stall per 1,000 sq. ft.
Area = 9,000 sq. ft. 9
1000
Grand Total Required 326
Total provided per site plan 575
Ref. Page 47 Zoning Code
r
IV
�;7n":)49
=PfavanCe. NEON & PLASTIC SIGN C 0.
960 NORTH BROADWAY LOS ANGELES, CALIFORNIA 90012 * MAdison 6-6824
July 10, 1967
Mr W J Slabaug4 Building Official
City of Edmonds RE: PYLON SIGN
City Hall K-MART 224th Street
250 Fifth Avenue North EDMONDS WASHINGTON
Edmonds Washington
Dear Mr Slabaugh:
The K * -MART people have agreed to install the K-MART sign with only
the revolving "K" and the "MART" on the pylon., making a total of
approximately 283 square feet.
We are enclosing 3 copies of our drawing #4400 which will replace our
elevation drawing.. I believe that you have the engineering drawings and
calculations and plot plan. Please use that Engineering calcs. We will
not reduce the size of the members as a result of fewer signs.
Will you kindly issue a permit on this job.
If you require any other information, feel free to call on us or on Tube
Art Displays.
Sincerely yours,
MOE KUDLER
MK:ak
Enclosure (3)
cc: Mr G W Anderson, S S Kresge Co.
cc: Mr R A Mullan, Tube Art Displays
S A L E S LEASES MAI NT ENANCE
lie
7-
W. 2 2 4 f A MfORA
f-,01)j0&D5,- w As o.
cz-Rr /Yo. aa 3 - 3 7
L A j6 's
PACII'IC
REID, MIDDLETON & ASSOCIATES, INC.
Consulting Engineers & Land Surveyors
324 Main Street Prospect 8-1171
Edmonds, Washington 98020
Date qreTF,,4RFp jp_ jqgp
MR. LEIF LARSON
CITY OF EDMONDS
CIVIC CENTER
EDMONDS.9 WASHINGTON
RE: STREET IMPROVEMENT & STORm DRAINAGE FOR K-MART SHOPPING CENTER
RE: IMPROVEMENT SURVEY FOR EDMONDS COMMERCIAL DEVELOPMENT COMPANY
Gentlemen:
Enclosed please find the following:
ONE (1) PRINT OF THE IMPROVEMENT SURVEY FOR EDMONDS COMMERCIAL DEVELOPMENT CO.
ONE PRINTI(2)(PAGES) OF THE STREET IMPROVEMENT & STORM DRAINAGE FOR K-MART
SHOPPING CENTER.
SEP 1 -2 1968
CITY OF EDMONDS
LZE
ENCL.
EC/vmw
Sincerely yours,
REID, MIDDLETON & ASSOCIATES, INC.
EARL CLINE
11
S. S. KRESGE COMPANY
S
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
October 15, 1968
Mr. Leif R. Larson
City Engineer
City of Edmonds
Edmonds, Washington
Re: K mart #4208
Edmonds, Washington
Dear Mr, Larson:
We are attaching hereto a recent letter from another one of
our disgruntled customers, which we feel is a prime example
of the sentiment of a substantial majority of people who
shop at K mart in Edmonds., a problem that we have been
bringing to your attention for some time. Namely, the lack
of a signal for control to allow proper ingress and egress
to this parking facility from Highway #99. As this customer
states, unless some action is taken she will discontinue her
shopping habits at K mart.
I am indeed unable to -understand why everyone is so reluctant
to take affirmative action to provide proper protection to
motorists and pedestrians for safe access to and from our
parking facilities. If it would be of any help,, I offer my
personal services to meet with anyone you might suggest to
expedite getting this matter underway. May I hear from you
as soon as possible.
Sincerely.,
S. S. KRESGE COMPANY
JGS.-ml G. Schmidt
a I
V I :Ib
A44
LF-
L
0
ASK Aw
STATE OF WASHING 4
DANI" J. EVANS. eavanNon
v x .0
CY
WA$HINGTON
STATE HIG"VMY COA
DEPAXTMENT OF HIGHWAYS
Orl"ex OF 01MICT KNOINERR
DISTRICT NO. 1
6432 COftS*N "NNUR SOUTH
SlAtTLIS valos
November 19, 1968
Mrs. Eldon Morse ic/s 3101 SR-"
22421 - 73rd Place West Int. 224th a. W.
Edmonds. Washington 98020 City, of Z*wnds
Reference is made to your letter of November 12, 1968, relative to
traffic conditions at the above intersection.
Please be advised that traffic control devices at this location are
under the control and jurisdiction of the City of Edmonds; thus, by
copy of this letter, we are forwarding your request to Mr. Leif Larson,
City Engineer, Edmonds, Washington, for his advisement and action.
We appreciate your interest in this matter and trust you will receive
a reply relative to this at an early date.
PVery truly yours,
ryi
JFC:emr
Wo C* BQQART* P* Et
District Engineer
cc: Mr. Kashull
Leif Larson, City of Idwnds (Attach) V/
3 x ------
<1 I �r'l
4%6
Atv,4
71�
. � 00,
/,' �4
. z t
Oe
S. S. KRESGE COMPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
November 6., 1968
Mr. Leif R. Larson
City Engineer
City of Edmonds
Snohomish County, Washington
Re: K-Mart #4208
Edmonds,, Washington
Dear Mr. Larson:
We are in receipt of your letter of 0 ' ctober 28, 1968 and can appreciate
your concern over incurring unnecessary expense#
It is our belief that the State Highway Department traffic report you made
reference to would substantiate your position in declining to install a
traffic control device at the intersections of Highway 99 and 224th Street
and also at 76th Ave. West and Highway 99.
The subject report, however, was submitted over one year and a half ago i.e.
prior to the opening of the above captioned unit. Thus it would appear
that said report does not correctly reflect the present traffic flow.
It is our contention that, since the installation of the K-44art in question,
the traffic posture of the area hasundergone so significant a change that
it would be in the best interest of community safety to conduct another
traffic study at this time. We respectfully suggest that any traffic study
undertaken at this date should not only consider the volume of traffic, but
also the risk exposure to persons wishing to use the K.-Mart facilities. It
is our firm belief that such a study will clearly demonstrate that the cos
of installing a traffic control device is outweighed by the gravity of the
risk. We further believe that a study which appraises the considerations
above will call to the attention of the appropriate city officials, the
urgent need for signal control devices at the locations we suggested.
Once again we call to your attention the concern expressed by our customers
over the vehicular dangers they must contend with in order to enter our parking
facilities.
2
Mr. Leif R. Larson
City Engineer
City of Edmonds
Snohomish County, Washington
November 6, 1968
We would appreciate your immediate attention in this matter and also
information indicating what flow of traffic is required before the City
of Edmonds would find the installation of a traffic signal justified.
Very truly yours.,
S. S. KRESGE COMPANY
?j . G. Schmidt
eal Estate Division
cc: Messrs. J. B. Hollister
L. M. Parkin - #4208
R. E. Fawcett
Mr. J.G. Schmidt
Real Estate Division
S.S. Kresge Company
3450 Wilshire Boulevard
Los Angeles, California 90005
Re: K Hart 04208
Edmonds , Wash.
Dear Mr. Schmidt:
0
October 28, 1968
Reference is made to your letter of October 15, 1968 relative
to the need for a traffic signal control at the intersection of Highway 99
and your parking facilities at 224th Street S.W. As previously indicated
in my letter of August 15, 19689 the State Highway Department indicated
that the count does not justify a signal at the intersection.
It is estimated that a signal control device at the intersection
of 224th Street S,W. and Highway 99 would cost $25,000. Will your firm
finance the installation of this light it the event that it is approved
for installation even though the traffic count does not justify it?
Yours very truly,
CITY Or EDMONDS
LEIF R, LARSON
City Engineer
LRL:rf
71
S. S. KRESGE CO)WPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
August 20, 1968
Mr. Leif R. Larson
City Engineer
City of -.,Edmonds
250 Fifth Avenue N.
Edmonds, Washington
Re: K mart #4208
Edmonds,, `,VkLshington
Dear Mr. Larson:
We are in receipt of your letter of August 15th last. It is disap-
pointing to note that the State Highway Department of Washington finds
that a signal light at the intersection of 224th Street, S. W. and
Aurora is not justified because of vehicular traffic. We assume, that
in addition to counting the number of cars that pass a particular
intersection, other factors are given consideration in the reaching of
such a decision. We feel, in this particular instance, these other
factors to be very prevalent and we are speaking mainly of safety.
We.appreciate your keeping us abreast of developments in this respect
and look forward to the additional study that will be forthcoming.
Sincerely.,
S. S. KREYSGEMPPANNY
JGS: ml J. G. Schmidt
Real Estate Div.
-AUG 2 2 1968
CITY OF: LL)Ivl��NiDS
13
ig
Mr. J,G. Schmidt
Real Estate Division
S.S. Kresge Company
3450 Wilshire Boulevard
Los Angeles, California 9000S
August 15, 1968
Re: Your Letter dated S/16/68
K Plart #42086 Edmonds* Wash.,
and U Letter dated 6/28/08
Dear Mr. Schmidti .
The Washington State Highway Department indicates that the
vehicular volumes for 224th Street S.W. at State Route 99 do not reach
the minimum count justifying a signal at this ittersection; however,
the Washington State Urban Arterial Board has recently approved a
project for improvement of 76th Avenue, and the traffic routing and
controls at the Intersection of 7"h Avenue to Highway 99 between
224th and 228th Streets S.W. will be studied towards developing a
plan for implementing i W fie control in this area.
LRL:rf
(- V-e' �-'
Yours very truly,
CITY OF EDMONDS
LEIF R. LARSON
City Engineer
low
,-Owl�
IZI
Mr. J,G* Schmidt
Real Estate Division
S.S. 4resge Company
3450 Wilshire Boulevard
Los Angeles, California 90005
Aucust 15, 1968
Rat Your Letter dated 5/16/68
K Mart 042089 Edmondsq Wash,,,
and n Letter dated 6/28/68
Dear Mr. Schmidt:
The Washington State 111ghway Department indicates that the
vbh&cular volumes for 224th street S.W. at state Route 99 do not reach
the minimum count Justifying a signal at this intersection-, however,
the Washington State Urban Arterial Board has recently approved a
project for improvement of 76th Avenue, and the traffic routing and
controls at the intersection of 76th Avenue to Highway 99 between
224th and 229th Streets S.W. will be studied towards developing a
plan for implementing traffic control in this area.
Yours very truly,
CITY OF LDMONDS
LEIF R. LARSON
City Engirwer
LRLirf
STATE OF WASHINGT
DANIEL J. EVANS, GOV
STATE 0
./889'
WASHINGTON
STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
OFFICE OF DISTRICT ENGINEER
DISTRICT NO. 1
6431 CORSON AVENUE SOUTH
SEATTLE 98108
July 15, 1968
Leif Larson, City Engineer
City of Edmonds
City Center
Edmonds, Washington
Dear Sir:
c/s 3101 SR-99
Int. 224th Street S. W.
Traffic Signal Warrants
Transmitted herewith in accordance with our previous discussions, are
vehicular volumes of the intersection of SR-99 and 224th S. W. which
were taken on July 8, 9, & 10, 1968.
The basic warrant for a traffic signal at an intersection of this type
is 600 vehicles/hour for the Mainline and 150 vehicles/hour on the side
street for any 8 hours of an average day. These volumes indicate -that
at no time do the side street volumes reach the minimum warrant; thus,
a signal at this location cannot be justified at the present time.
We trust this will provide the information you desire, and if you need
further information or have any questions, please contact this office.
Very truly yours,
W. C. BOGART, P. E.
District Engineer
JAMES F. CLEARY, P. E.
JFC:emr Traffic Operations Engineer
cc: Minshull
3. 055-113
S. F. No. 4339-S--,,OS-1-66. .1
T 40 WASHINGTON
STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
Inter -Office Communication Date ---------------------- ------------------- I 19-Als-
To --- Mp -------- L_ar
-----------------------
From ---- &
Subject ------- --------- GL r? -------
- ----------------- 4 -------------- --------- --------------- ------------ -- 0_e7_06� -----------------
L4 10--7 e- <d.-? i,- //
�X_ C 0
k 0 Lk C> LA 4- ctl I�Aep a b a v e "7 All
CROSS CROSSINGS CAUTIOUSLY 3 ggAO.
t
MUCLE VOLUKE :DTZ-:LILiY Date
-3
State of Washington Time Period 4?
Department of Fli&�;ays 'feather 01--eUn
Highway Planning Survey 'red b 4
Prepa Y
Lo cat i on -,2 -,F Z2�-
0
Pedestrians
Crossing
Road Name ;�,Z q
Pedestrians
Crossing
x
0
Rd.
INDICATE NORTH
Pedestrians
I
�Irossing
Pedestrians
Crossing
Z-1
MR
SL ? ?
�AdOj
Vc�dcle Volume For Sigial 11-arrants c 6
Time Period
-to Weathe
State of Washing n.
Department of Ughi-rays Prepared By- (7-,
lanes h&---Speed
at --/--///Spee*d
Side Street "All
Sids Stre-ITO "B"
Basip
Interuption
otall
0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
uco
32-00
7 -7.
1300
U00
1500
.1600
JO
1? 0
30
30
4/0
1700
-4�2—/ L
.1800
15
1900
-27P
2000
2100
2200
2300
�20
30
V100
300
M-
Ll
;AdO AdOO C�7
I
0. od x
Whicle Voliz-ne For Signal llaxTants
State of Washington
Depart,ment of I-Ii, Shi-rays
SR4
Date 9
Tine Period
. Weathe
Prepaxdd B
Lanes A /Z Speed
th
at "Z Irt, Lines Speed
A A A 7 jA)7F _r 7—
Ber,inning
C>
Hour—
Nnrth I
Side Strept 'All
Str 11B"
Side e', U
Basic
In, err, tio r..
1!jklz
11R11
—
0000
A
0100
�e
L
.02C)L-
o 0
0
0300
0400
91
0500
0600
V-0
0700
"2
0800
0900
1000
sc�o
S60
oze)ro
----------------
1100
7 0
6� �d
LO
5�
3200
%�
Z,:rl
.1300
17 10
IL�
S, 0
24-00
196
9 00
0 0
1500
S'O
1600
1700
..........
1800
7?0
1900.
s, 0
2000
2100
70
Z -1'2 0
22-00
23W
;U�00
li_/70
Adoo
.1 do-
"i
08ax
(-�d�00
i&n -larrant3 Date --a
Vehicle Voluic For al I
Tkne Period
State of Washingluon Weathe le
Department of Ilighmays Prepared By— 1411 a La I
Ianes ---z4 //— Speed
at 1411 Sneed
110
S: 7-
BeZinning
Hollr
Nepthl'ainline—
Side Strep.t "All
Side Street "B"
Basa'.9
L,.nteru-)-' im
IIBII
TotPl
0000
x
5
0100
0.
-?/0
0200
LO 0
0
0300
60
/L
0400
0500
o600
0700
IND
C/�? 0
OWD
0900
20
1000
noo
1200
3300
IWO
1500
1600
1700
1800
1900
2000
2100
22.00
.230
2�DO
June 28, 1968
Kr. JoG. Schmidt
Real Estate Division
S.S. Kresge Company
3450 Wilshire Boulevard
Los Angeless California 90005
Rat Your Letter dated 5/16/68
K Mart 04208
Edmonds i Washing
�on__
Dear Mr. Schmidt:
The Washington State Highway Department Is taking traffic counts
to determine the need and type of traffic control devices in the vicinity
of your store on Highway 99 and 224th Street SW, On receipt of Informa-
tion from the State Highway Department you will be -further advised In
regards to the resolution of the traffic control problems and the cost of
the traffic control devices.
LRL/rf
Very truly yours
CITY OF EDRONDS
1XIF R, LARSON
City Engineer
C- (3 [PY
S. S. KRESGE COMPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
may 16, 1968
Mr. Leif R. Larson
City Engineer
City of Edmonds
250 Fifth Avenue North
Edmonds, Washington
Re: K mart #4208
Edmonds. Washington
Dear Mr. Larson:
I would like to take this opportunity to again express to you.,
as the head of the City of Edmonds Engineering Department, the
sincere concern the -Kresge Company has for the traffic problems
that exist in and about our K mart facility in your City. We
have expressed our concern in the past and we would specifically
recommend at this time that immediate installations be -undertaken
to signalize the intersection of Aurora Avenue (Highway 99) and
224th Street. It would further be our suggestion, that the retained
lane provided for Southbound traffic on Aurora Boulevard as they
approach 224th Street, be lengthened so that additional cars may
stack into this lane until the light permits left hand tums.
Our concern is based upon pr-acticle considerations. First of all,
our customers are experiencing substantial difficulty in getting
into and out of our parking facilities. The reason being, the
lack of controlled traffic. This frustration cannot enhance the
desire of people to return to our store unit as often as they
might. This, of course, is one feature we want to avoid. More
important than that evQn is a substantial risk and exposure that
these people are being subjected to, that bxposure is that there
is going to be a serious, if not, fatal accident occur due to the
lack of proper traffic control. It would indeed, be a sad event
to take action only after such an event and not prior to it..
Would you please immediately advise us what the City'is going to
do or what the City is planning to do about this problem. Would
you also be so kind as to advise us if we can be of help to you
by expressing our concern to other City fathers, if that would be
of any help. We look forward to your response.
JGS:ml
CC: John B. Hollister
R.-E. Fawcett
L. M. Parkin, Store #4208
Sincerely.,
G. Schmidt
Real Estate Div.
I
JAMES H. REID C. WAYNE JONES
LEROY F. MIDDLETON LLOYD H. NELSON
Rea, W&o4ffa" & o4"oeW"f low, Consulting Engineers & Land Surveyors
324 Main Street 0 Edmonds, Washington 98020 * PR 8-1171 / 1619 Pacific Avenue * Everett, Washington 98201 * AL 2-9800
Mr. Leif Larson, City Engineer,
City of Edmonds,
Civic Center,
Edmonds, Washington.
Dear Leif:
February 7, 1968
File No. 1.547
Re: K-Mart Shopping Center,
City of Edmonds
We wish to advise that we have inspected the public improvements installed
by K-Mart and find all of the work has been completed in accordance with the
plans except the permanent blocki.ng of the 30" storm sewer on Olive Way.
We wish to advise that in telephone conversation with Don Marker this after-
noon we have been advised that arrangements are now made to complete the storm
drainage and therefore we recommend a clearance be issued to K-Mart for the work
on this project.
Very truly yours,
REID, MIDDLETON & ASSOCIATES, INC.
r ri C I
I Cline
E LC: tc
MUNICIPAL ENGINEERING 9 WATER SUPPLY * SEWAGE TREATMENT 9 SURVEYS & SUBDIVISIONS
e-,�5e�
D000mbor lao 1967
R*rb Stalta"are
P.O. sox 70, a
Loag Ua*kg Califormia 90807
This will *dviso you tkat I bavo lampostod tho oomam Uwadarl
botwoss tM tellwAng d*scribed propertyt
Lots 5 mad 69 Slook is ma Lots, 5 md 6, via* 2o,
ouvor pwks " por put r*W&A Is volum 14 of
PUt*,s pass 75, ftakowisk Coustrt
out tko rommising property is saiA Plat of Oliver Park.
Samod up" aw ad& laspo*tion 0 1 so abl* to advise, You Uat, fto
fiv* foot wito a"** botwo" tk* rotelaing w&U mmA this, amtk
pM" IU* of Lot 5# Us,* I sJwU bo #Awolop" as a p2a*t.
iag bed " It is "oommeadod tkat evorpoog shribs Witk a lat"po
koigitt of I six foot #"Ult %* PuNktot Is %Aiv "4w
"41 "ross "0 a" of t1k Place West, prom oat poist 4a "ato
a vari*tY of low ~P*ft skrvb* to romoupwAsA with sow low
to moam "isut flovorias troos pust" ia miku po"S to
bre& up tko amotmy of tk* w*U sarta** a" partimUr sorwa
Us row of two.
Wo trust Uis is tm isformatioa rm dosi". If wo aw be of
f'Artk*r *Orli** pl*Wft do X** k*Sitat* to SAU " WS OfTI&O.
WJS/"
est Rarv* larriscat X*M
Lmmoy adaotloa
Lott Lars" ,�
V*ry trvay laws$
24*mA* Nidlftag Aspartmeat
W. J. subaso
Edam" City 34960"r
OTTV45
JAMES H. REID
LEROY F. MIDDLETON
C. WAYNE JONES
LLOYD H. NELSON
ReUf NAWe" & lf"oeWw. #74e. Consulting Engineers & Land Surveyors
324 Main Street 0 Edmonds, Washington 98020 9 PR 8-1171 / 1619 Pacific Avenue e Everett, Washington 98201 e AL 2-9800
DECEMBER 6, 1967
FILE 2986G
CITY ENGINEER
CITY OF EDMONDS CIVIC CENTER
EDMONDS, WASHINGTON 98020
DEAR MR. LARSON:
PURSUANT TO OUR RECENT DISCUSSIONJ, I AM ENCLOSING COPIES OF A "RELEASE
OF EASEMENT" FOR VARIOUS EASEMENTS ON THE N-MART SITE". BECAUSE OF THE APPARENT
CONFUSION RELATING TO THE VARIOUS EASEMENTS., RELEASES� ETC.., INVOLVED)WE WOULD
LIKE TO EXPLAIN WHAT HAS BEEN THE CAUSE.
PRIOR TO THE DEVELOPMENT OF THIS SITE THERE WERE VARIOUS SANITARY SEWER
EASEMENTS ON THIS PROPERTY THAT WERE NEVER USED AND DID NOT AFFECT THE CITY OF
EDMONDS. THESE EASEMENTS WERE IN A LOCATION THAT CONFLICTED WITH THE DEVELOPER'S
USE OF HIS PROPERTY, SO A REQUEST WAS MADE FOR THE RELEASE OF THEM. SUBSEQUENTLY,
THE CITY SIGNED THE RELEASE WHICH WAS THEN RECORDED.
OUR FIRM NEXT PREPARED LEGAL DESCRIPTIONS AND EASEMENTS FOR THE STORM SEWERS
ACROSS THIS TRACT AND RECORDED THEM IN FAVOR OF THE CITY OF EDMONDS. DURING CON—
STRUCTION OF THE SITEIAND PARTICULARLY THE STORM SETER SYSTEM, THE CONTRACTOR ENGAGED
ANOTHER FIRM TO DO THE FIELD STAKING OF THE UTILITIES. AS A RESULT THE ACTUAL CON—
STRUCTION DID NOT FOLLOW EITHER THE PLANS OR THE RECORDED EASEMENTS. THIS WAS
DISCOVERED A FEW WEEKS AGO WHILE WE WERE CONDUCTING AN A.T.A. IMPROVEMENT SURVEY
FOR THE MORTGAGE COMPANY. BECAUSE THIS CONSTITUTED AN ENCROACHMENT, IT BECAME
NECESSARY TO RECORD NEW EASEMENTS ON BEHALF OF THE CITY FOR THE ACTUAL LOCATION OF
THE SEWER LINES. THIS WAS ACCOMPLISHED AND THEY HAVE BEEN RECORDED TO THE CITY OF
EDMONDS UNDER AUDITOR'S FILE No. 2001009.
IT IS NOW NECESSARY TO RELEASE THE OLDER EASEMENTS WHICH ARE NOW IN CONFLICT
WITH THE NEWLY RECORDED ONES TO REMOVE ALL ENCROACHMENTS OFF THE PROPERTY. THERIE—
FORE, PLEASE OBTAIN THE NECESSARY SIGNATURES AND RETURN THE ORIGINAL COPY TO THIS
OFFICE FOR RECORDING. ENCLOSED WITH THIS LETTER IS A COPY OF OUR A.T.A. SURVEY
WHICH OUTLINES THE ACTUAL LOCATION OF,THE SOTRIVI SEWERS, THE EASEMENTS RECENTLY
RECORDED (AF NO.2001009) IN RED, AND THE REQUESTED VACATED EASEMENTS IN YELLOW.
VERY TRULY YOURS,
R E 71D DDLETON & ASSOCIATES, INC.
M
Y MIDDLETON
LFM: L I N
ENCL.
MUNICIPAL ENGINEERING * WATER SUPPLY * SEWAGE TREATMENT 9 SURVEYS & SUBDIVISIONS
414w�
vf.�
RLE
S. S. Kreag
2727 Second
Detroit, Mi
Attention:
Gentlemen:
November 27
Should you
call me.
JEM: ek
Enclosure
December 4, 1967
ar letter of
es, etc.
hesitate to
ly,
Ife- Wep"Ien
13
I=
mUm Bimonthly Billin
installed for 22
a 311
Up to 1400 C.f.
(over 1400 C.f*
3% City T
Sewer
Food
Dept
Resta
ice
L rt $ 171 0
;tore $ 4 0
re
nt $ 1 0
80
Water Aocount No, 59-59
K matt
22511 Highway 99
Edmmds, Washington 98020
ion
$ 50.00
$ 36.60
S. S. KRESGE COJWPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
November 6., 1967
Mr. Leif R. Larson
City Engineer
City of Edmonds
250 Fifth Avenue N.
Edmonds, Washington
Re: K mart �&208 '
Edmonds, Washington
Dear Mr. Larson:
We have your letter of G.,ctober 31st last, relating to the
feasibility of developing a better traffic flow pattern in
and around the above captioned store unit. We are taking
the liberty of furnishing a copy of your referenced letter
to the architect for our landlord at the above captioned
location and also to our landlord.
In your letter of October 3rd last., wherein you stated
that you were not interested at all in the previous ideas
we had submitted, the reason you have not received any
corresponding reply is that -we didn't have any other ideas.
The Kresge Company has felt for sometime and we have attempted
to express our concern in this respect,, that there will be
traffic problems because of the way the existing traffic lanes
and so forth are set up to feed this location. We have attempted
to put our best foot forward by suggesting some ideas that we
thought could be an improvement upon an existing system, not
necessarily the answers. However., we have not seen anything from
your offices and suggest that you are a lot closer to the scene
than we are and might be in a much better position to have a more
permanent answer to this potential problem.
In your most recent letter of October 31st last, you mention
the feasibility of putting lights at the intersection of 224th
Street and Highway 99 and also 76th Avenue West and Highway 99.
0
2
Am I correct in assuming that you want us to furnish you
a study of these potential traffic lights and what effect
they would have upon the existing traffic controls? If
this is the case, could you pleasd advise us by what you
mean by study and how detailed and so forth. We are most
anxious and want to cooperate with everything we can do
with the city and the state in resolving this matter, however,
I just don't know how equipped we are to do all these detail
studies and suggest recommendations without more direction
from your offices and those of the state.
I would suggest that anything that can be done at the present
time to better the situation than how it exists today, will
definitely be of help and not a hindrance when this store
initially opens. This will give us more time to come up with
something that can be installed on a permanent basis to hopefully
solve this problem.
Sincerely,
/J. G. Schmidt
JGS:mg Real Estate Division
Accidents 224th and 99
76th and 99
Fwm: my lot, 1966
Gomplaint'#
Location
7-1-66 C#159966
76th and
99
none
7-15-66 6961,068
to It
to
7-16-66 16to.74
of if
8-21-60 169350
it of
none
9-15-66 169556
is it
(2)
10-8-66 16,694
it of
none
lo-14-66 169736
to if
3..1-4-66 16,885
of it
12-6-66 179119
it
1-16-67 17,4o2
?-24th &
99
(2)
3-21-67 179841
76th and 99
none
6-lo-67 189559
224th "
99
(1)
7-7-67 18,690
of
(2)
8-18-67 19,071
06th &
none
10-20-67 199640
to to
It
10-27-67 199697
224th
W
11-4-67 19,763
76th &
99
none
I
Damage
Remarks
P5. 00
400.00
19-0w.00
(in front of Putt -Putt)
600.00
600.00
550-00
(three car accident)
600.00
300-00
175-00
19500-00
AoA*
400.00
145-00
300-00
300-00
19550-00
(three car accident4
200.00
ov,
X
October 31, 1967
Memo to: Mayor Gordon Maxwell
From:* Leif R. Larson
City Engineer
The Edmonds Jaycees, by letter of October 24, 1967, inquired As to
the plans for handling traffic at the K-Mart location on Highway 99. The
following information is furnished pursuant to the City Supervisor's request:
(a) On August 22, the K-Mart Corporation submitted a proposal on
traffic flow and control for their store. This proposal was referred
to the State Highway Department Traffic Division on August 23. Certain
traffic counts data were furnished the State Highway Department. By
letter of September 28, the State Highway. Department disapproved the
K-Mart proposal and made alternate proposals for study� The City
Engineer referred the matter to K-Mart on October 3 and no reply has
been received to date.
(b) Comparable installations which create traffic problems usually
have the responsibility for making the traffic studies and providing
the necessary control devices. The new Sears and Roebuck*Store at
the intersection of 155th and Westminster Way has provided complete
traffic control by bearing the cost of the traffic study, the channeli-
zation and the installation of the necessary control signals*
Also, it is understood that K-Mart bore the cost of similar controls
in Everett. Accordingly, I am writing K-Mart requesting that they reply to
my letter of October 3 and indicate what traffic controls are required, based
upon the anticipated traffic generation from and to their establishment.
In addition, under the Urban Arterial Program, 76th Avenue West
improvement is Number 1 priority. The schedile is being revised and resubmitted
to the Urban Arterial Board requesting funds for additional engineering and
traffic control studies for the ultimate development for the Highway 99 and 76th
Avenue West intersection.
LRL/rf
CC)) FP
1�
AIR MAIL
X,r. J . 0. SVX111iC1t
Real Estate Division
S `�rasg
e Co-mpany
3450 �Jls1iire _'-oulevar4l
Los Angeles, California
Dear 11r. Schmidt:
90005
46, 1
outOL)Qr 31, 1907
Subject: K-Mart #4206
Edmonds, ilashington
Reference is made to my letter of October 3, 1967, requesting
that alternate access and egresn plans be submitted for the K-Mart establish-
ment. In addition, due to the anticipated traf.Tic control problems that will
be created by the K-Mart installation at the 41-Jighwqy 99 and 76th Avenue West
intersection, a study of the traffic control lights required at 224th Street
S.14. and Highway 99,and 76th Avenue 'Wiest and Highway 91.4 shall be furnished
the City for review by both the City and the State Highway Department,
Your early consideration of this request and reply to my letter
of October 3 is desired.
Yours very truly,
CITY CF EDMONDS
LEIF R. LARSON
City Engineer
LIZL/rf
PULLING FOR EDMONDS
EDMONDO JAYCEES.
P.. 0. BOX 476, EDMONDSj WASHINGTON 98WO
October 24, 1'967
Nayor Gordon 1-1a)well
Civic Center
B'dmonds, Washington
Dear Mayor Maxwell;
Within the next three weeks a major new shopping facility -is
schedulerl to open in this area., at the intersection of Iii ghway 99
and 224th st. s. w.
A cursorj examination of that intersection andiits traffic flow
patterns would.make it obvious to the most casual observer that we
have a moss on our hand.s.
The only direction from which there is any reasonable access to
volulne traf 'ic, wit'hout concc:-,tion on a major scale of even the
I6ra11.':`_1c in thn area, is from the south, -ohich is not expected
to be the mz�ior daalr.ng !irea of the center. Traffic access from all
rlajor populLAC-ion areas surroundin� the center is both hopeles3 and
hazardous.
lilhe ;dm on ds Jayceos would-apprecia-te an indication from the
City 0' __""dMo*n6s as soon as possible reirdrd-ing existing plans of
City fcr ati-.ending to this proble-m. In addition,, we
have onnt a -imilar rcquest and. inquiry to the State Director of
nxid. wt,, would appreclabc it if you would have responsible
ill -1-Jic (,ity oC i,dmonds meet to coordinate activities in this
Trc:t z�:-, so,,n as nossible.
Thnnl: ' you for your at4'-.ention on this matter. Ele await advice
on City ac1don, in oricler th-v'u- we might determine our best course of
adtion.
your
Al Lconard
Prosidont
December 23, 1960
VIA AIR MAIL
Mr. J.G. Schmidt
Real Estate Division
S.S. Kresge Company
3450 Wilshire Boulevard
Los Angeles, California 90005
Re: K Mart 04209
Edmonds , Wash.
Dear Mr. Schmidt:
Reference is made t4o my letter of October 28, 1968, your letter
of November 6, 1968 and to a subsequent meeting on November 15, 19bS. As
indicated in the meeting, the traffic report made by the State highway
Department was based upon traffic counts nade in the summer of 1968.
Although the traffic counts do not justify a light, the traffic conditions,
resulting solely from the location of your store, are at times congested
at the intersection of 224th Street S.W. and Highway 99.
Accordingly, the information is again requested as to whether
your firm will provide financing for the installation of the traffic control
light.
Very truly yours,
CITY OF EDMONDS
LEIF R. LARSON
City Engineer
LRL: rf
S. S. KRESGE COMPANY
WESTERN REGIONAL OFFICE
3450 WILSHIRE BOULEVARD
Los ANGELES, CALIFORNIA 90005
January lLt, 1969
Mr. Leif R. Larson
City Engineer
City of Edmonds,
c
,kiohomish County, Washington
Re: K mart #4208
Edmonds, Washington
Dear Mr. Larson:
Reference is made to your letter of December 28, 1968, my
letter of November 6., 1968, and our subsequent meeting on
November 15, 1968. As indicated during the course of that
meeting, we are in agreement with you that the traffic
conditions at the intersection of 224th Street, S. W. at
Highway #99 indicates a need for a traffic control device.
Upon review of the article in the Enterprise newspaper dated
December 11, 1968, we are encouraged that the City at, least
has recognized a definite need for a traffic light. at the
aforementioned intersection.
Considerable thought has been given to your suggestion that
the Kresge Company undertake the financing of a traffic
control device. It is our belief that. the City of Edmonds
has the responsibility to protect its citizens from driving
hazzards. If in order to discharge this responsibility City
funds must be allocated for a traffic signal, then so be it.
In view of this, we would again like to request a decision
from your office as to when the City of Edmonds intends to
provide adequate traffic cont.rol protection for its citizens.
Sincerely,
S. S. KRESGE C VANY
TF:ml T. Fastea�
Real Estate Div.
The City of Edmonds EASEMENT NO\ ------------------- I ................
NEW CONSTRUCTION REPAIRS LID NO . .................. ... l-, T. NO . ..................
OWNE. R .......................................... ........ ----------------- .......................... CONTRACTOR ........................................... _ ................. ---------------------- PERM -r�,.-
JOB ADDRESS ...... 4�w .... q BLOCK NO . ...........
LEGAL DESCRIPTION: LOT NO . ............ ......................... . ..........
.............................................................................................................
......................................................
NAMEOF ADDITION ................................ ......................................................................................
Approved:
-I-Z-06 - ------ ....................
By
D.ATE.— --------------------------------------- -
1 00,
071
Mr. Larry L. Jon*** A&t* Analyst
S. S. xroago Cowsay
Construction Department
2727 Socand Avenue
Det"Itl, michigas 482$2
Door Mr. Jon";
Aw
vor%
AUG 3 1970
Cj-jY OF EDfvlC)fNL)S
July 411, 1970
in reply to your letter of July 20, 1970, end ow of the letter from Cam -
*are* m4 Indust" jsourwma COMPODY of J"10 26, 1079trogn%iing the water
K-�swot store N-o' 4208S
pressure for tho'waVer oprthkliag Sys"* servicing
22SU Highway 990 -94mondso Waskiogtout
Mr. Utthello Water supor1stoudento end W. wighti. motor and Can-
trol Volvo rorolww� have. bopoeted the wator #yet" supplying this
Stan and find all'sperations to be Amationlog "t1oftetarily.
A pressure, recorder was installed at 'ths,abook valve an 'the supply
to t1w sprinklUg system.. This is a twouty-four hour recording,,
144L IRS static Pressure at my Sivas time. rr" this wt am
oblo to do""4104 awar, detest MAY Is the eye%** am
effects cc this'systoo from activities Is other oress.
Mr, Dram of Comwer" end Industry Insurance,, Co"Pow rola"s his
detembatione to a prosoups of 120 psi. ?he normal wowking pro* -
sure at this location Is 9S psi. This Ww boo aftflifted by static
presswo t00%* cc three &*psroto 4*ys Awing, the, post weak.
The store is fad by gravity from * vaster water 10"tions Th# 104X-
In'" static hood,v*"sUM availAble would be approximately 106 psi.
W* acted an 00 inspection of the acetrols at your,ttere 'that the
pressure S"Sa rood no pot. This 120 psi indication oou14 be
caused by a Very brief inertia surge* due to poftem OPORIAS Or
closing & Volvo or hydrent* which distwebs normal, 1law and pro$ -
sure. yow pro*suft jaugo is installed between two check Volvo*,
- continued -
Mr. Larry L. Jones
July 31, 1970
Page Two
therefore a surge transmitted into this short section between the
valves would remain and indicate a pressure reading at whatever
the surge created. Check valves are operating freely, therefore
this surge pressure would not bleed back to normal pr*ssure.
We do not feel that the percentage of pressure drop indicated
In the report is accurate, based on the assumed static pressure
of 120 psi.
On the enclosed copy of our pressure recording chart, I have
referencedcortain points which are explained as follows:
A. A two-inch drain line on the east side of the
store and downstream from the two chock valves
was opened to full flow and hold open for ap-
proximately throe minutes. During full flow,
as shown on the chart, pressure was hold at
84 psi.
B. During this area of tive on the chart from ap-
proximately 9:45 a.m. to 11:45 a.m., the reser-
voir tank at 212th Street S.W. and 84th Avenue
West was being filled. The main supplying this
tank is fed directly by the same main supplying
water to your system. During this filling time,
high velocity flow through the twelve -inch main
at your location in going to the water tank. As
Indicated. at no time during this condition did
the pressure drop below 86 psi.
C. At about 8:20 a.m. an abnormal fluctuation in
pressure is indicated. According to the chart,
pressure dropped to 84 psi then surged to 121
psi for a brief moment. Construction work is
in progress in the area; and it was necessary
to close a water line, flush, and reopen, which
could cause a surge " *xplainod above.
D. Points "D" indicate a static pressure ranging
between 95 psi and 105 psi, throughout a twenty-
four hour day.
In summary; based upon our investigation, we believe the water supply
system up to the point of the chock valve to be satisfactory in pressure,
volumn, and flow. I have reviewed this matter with Fire Chief Jack
- continued -
Mr. Larry L. Jones
July 31, 1970
Pajp Throe
Cooper and City Engineer Leif R. Larson. They concur in our conclusions.
If there is a problem of excessive pressure drops as indicated in Can-
marce and Industry Insurance Company's letter of Juno 26, 1970, we feel
the difficulty mot be within the sprinkling system and would bear further
investigation by your, firm in order to determine causes and effects.
Respectfully,
CITY OF EDMONDS
RONALD L. WHALLY
Asst. Director of Public Works
RLW:eu
Enclosure
cc: Leif R. Larson, City Engineer V/
Jack Cooper, Fir* Chief
John B. Mitdwll, Water Superintendent
q
AUG .12 1970
S.S. KRESGE COMPANY
GENERAL OFFICES CliY,OF EDMONDS
2727 SECOND AVENUE
DETROIT, MICHIGAN 48232 By &2--�
AREA CODE 313 PHONE 965-7300
August 6., 1970
City of Edmonds
Piiblic Works Department
200 Dayton Street
Edmonds, Washington
ATTENTION: Mr. Ronald L. Whaley
Assistant Director of Public Nbrks
Re: K mart #4208 - Edmonds Washington
22511 Highway 99
Gentlemen:
We thank you for your very comprehensive letter of July 31.,
1970. The information was very detailed and complete and we
are satiified that the city water service to our store is
adqquate. Therefore, we agree with you in that if a dif-
ficulty does indeed exist., it might be within the actual
system. We will contact a local plumber and have that point
thoroughly investigated. We will contact you if we come
across any information that would be helpful to your office.
Once again, we thank you for your assistance., without which,
it would be very difficult to arrive at a solution.
Very truly yours,
L
L. L. J6nes., Rate Analyst
Construction Department
LLJ/jff
8-20-70
be: Mr. Jack Edison
;N
F;
Kresge Jupiter K mart Holly, Inc. K mart Sporting Goods, Inc.
6- /8- 74v
Qt// CA.,41AI I?CE.P Re L c E or
'64s,s/tf6/v;r AA�fr. Al e. V 6 X 7?eC9:7/Z PC A9, Two
C ORR CC TION-5 eRE Alo 76P IAI PO?;e 7-
.ZgeoOVE /,p SWC v Z..b �qI9 V E 17'
Re c amp Y�OVR ;eCE(FLOIC3
cl-JeOEC& 4-VIrIl P,(OA,'d6R
:Z-5 4111
Z S -76
DEED 6' P4F 4-6416
5' C- 16 A e,-A1P6R
Z002653, .7 AlIq be�5 c a. P/I
��/Z 71-le- cov j-E- IVEAlr "C-le- 65%
A?o ^�
SIM-EET R�_E-.
QUIT em DEED AND RFLFAF nF7 rAqrMrM
THE GRANTORt.THE CITY10F EDJONDS, A MUNICIPAL CORPORATION, FOR AND IN
CONSIDERATION OF ONE DOLLAR AND MUTUAL BENEFITS ARISING FROM THE DESIRE TO RELEASE
CERTAIN CONFLICTING EASEMENTS DO HEREBY CONVEY AND QUITCLAIM 70 ECWNOS . COf44ERCIAL
DEVELOPMENT COMPANY, A PARTNERSHIPs THOSE CERTAIN EASEMENTS OVERj UNDER, UPON AND
ACROSS THE FOLLOWING DESCRIBED REAC ESTATE, SITUATED IN TC. L ECTIom 29,
T27N, R4E, W.M; IN THE COUNTY or SNomomls". STATE �cT-.-29,
Or WAS"$NGTONS EACH MORE PARTI.
CULARLY DESCRIBED As FOLLOWS:
A. A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND '
51 DE LINES EXTENOEDp THE CEriTERLINE or WHICH 05 OCSCRI13ED 45
FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIPI
OF 224?m STREET S-W. AND THE EAST MARGIN OF U.S.HIGHWAY 99,
THENCE S 25*18157"W ALONG SAID EAST MARGIN A DISTANCE or 550.16
FEET TO THE TRUE POINT or BEGINNING; THENCE S 86*44118"E,.A
x - . 3TAINCE or 279.61 FEET TO THE TERMINUS OF SAID CENTCRLINE AND
< 11 AS RECORDED UNDER AUDITOR'S FILE No. 1975580.
:,:;RIP or LAND 10-00 FEET
IN WIDTH BETWEEN SIDE LINES AND
L INES CITCNOEO, THE CENTERLINE Of WHICH IS DESCRISCO AS
w— FOL2LO.S: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN
_j D
< a OF 24TH STREET S.W. AND THE EAST MARGIN OF U.S. HIGHWAY 99;
V) THENCE S 25*181571, W ALONG -SAID EAST MARGIN, 61-15' TO THE
Lj C3 .61, TRUE POINT OF BEGINNING; THENCE S 31*53,18"E, A 013TANCE or
121 .43 rE E T; THE NCE S 0 *55' 30" C, A 0 15 TANCE o r 535 fr E T;
THENCE N 89*04130"E, A DISTANCE OF 109 FEET TO THE TERMINUS OF
SAID CENTER LINEO AND AS RECORDED UNDER AuoITOR's FILE No. 1975581.
C. A STRIP or LAND 10.00 FEET IN WIDTH BETWEEN 31DE LINES AND
3101 LINES EXTENDEDI THE CENTLRLINe Of WHICH 13 DESCRIBED AS
FOLLOWS:
COMMENCING AT THE INTERBEC71ON OF THE SOUTH MARGIN
or 224TH STRE6 S.W. AND THE EAST MARGIN Of U-S.-HIGHWAY 99;
THENCE S 25*18157"W ALONG SAID EAST MARGIN; A DISTANCE Of
350.80 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 83*41104"
El A 013TANCE Or 192.25 FEET TO THE TERMINUS or SAID CCNTCRLINE,
AND AS RECORDED UNDER AucITOR's FILE No. 1975582.
0. A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND SIDE
LINES EXTENDEOI THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION Or THE SOUTH MARGIN or 224TH SW
AND THE EAST MARGIN OF U.S. HIGHWAY 99; THENCE S 69'31'29"E, ALONG
SAID SOUTH MARGIN ' A DISTANCE Of 84.57 FEET TO THE TRUE Po INT
0
r BEGINNING; THENCE S 16*24118"W, A DISTANCE or 164.27 FEE T T
T " E TERMINUS Or SAID CENTCALINEV AND AS RECORDED U 0 R03
FILE No . 1 975583. NOER AUDIT I
THE WITHIN CONVEYANCE 13 MADE PURSUANT TO AUTHORIZATION By THE EDMONDS CITY COUNCIL.
IN WITNESS WHEREOF, SAID CORPORATION HAS CAUSED THIS INSTRUMENT TO BE EXECUTED
BY ITS PROPER OFFICERS AND ITS CORPORATE SEAL TO BE HEREW1 TH AFFIXED TH13
December 1967.
L
A
CITY OF ED40NDS
ATT�IT BY:
-C"Ti.,CLpK
MAYOR
12
. t
RECEMEg
AUG 18 197B
I EdMands fflgf- DeA
.rA/4'
I
STATE OF WASHINGTONJ Ss
COLINTY OF SNOHOMISHJ
ON THIS X r"" AT Of 1967, BEFORE MC, THE
UNDERSIGNEOS-A NOTARY PUBLIC IN AND FOR THE STATE or WASHINGTON, DULY COMMISSIONED
AND SWORNS PCR30NALLY APPEARED AND
A,
,-)IY TO ME KNOWN TO SC THE MAYOR AND CITY CLCRKj RESPECTIVELY, Of THE CITY OF
ELMIJ.DSO THE CORPORATION THAT EXECUTED THE FOREGOING I NSTRUMENT AND ACKNOWLCOGED THE
SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND OECD Or SAID CORPORATION, FOR
THE USES AND PURPOSES THERCIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED
TO CXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED 13 THE CORPORATE SEAL or
SAID CORPORATION.
WITNESS my HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST
ABOVE WRITTCN.
NOVARY PUBLIC PON THE bTATE OF WASHINGTON,
RESIDING AT
cy
c
Amenities Design Board - June 26, 1974 age 3
ADB-34-74
ADB-43-74
ADB-44-74
K-Mart L�u dry- Construction of Coin -op Laundry at 76th and
-ri—on—Fo-31 ne (Cc,)
Mr. Wallis showed slides of the site and proposed location of the
laundry. Mr. (3odine presented site plans for review and answered
questions. Mr. Bodine was asked if lie would have a sign. He
said that he would but did not have oomplete plans for the sign.
He said that he was not sure what the board would require and
was looking for direction from the Board before completing his
plans.
Mr. Goldsmith asked Mr. Wallis if landscaping would be required
for the parking area. Mr. Wallis stated that in this case there
Js ample parking to take care of the new structure. -The original
complex apparently anticipated the amount of floor space that would
be here and consequently provided more parking than what our code
calls for. Mr. Wallis said in that case the Board is within its
jurisdiction to ask for a lands.caping around the building.
Mr. Rizzuto stated that the Board would like to see some landscape
plans, colors to be used on the building and plans for the sign. .
Mr. Bodine asked the Board to clarify the parking landscaping
requi rements. Mr. Wallis stated that the board is asking for some
landscaping around the proposed building so that it does not appear
as an object in a sea of asphalt. It was s'uggested that the landscaping
be done on the street side of the building. There was general discussion
of the mansard roof, and signing.
At the request of the Board, Mr. Bodine agreed to convey their
recommendations to client and to appear before the board at a later
date with complete landscaping, sign-Ing and color plans.
Realty House - Construction of two townhouses at 3rd & Walnut.ini
Mr. Wallis stated that it is a pleasure for him to present the plans
for Realty House as it is a very good design and the type housing
most appropriate for this location in the City.
The applicant, Muriel Hedina of Realty House, presented plans to the
Board for review and an�-a6red questi6ns. M.r. Waliis showed slides of -
the site. There was general discussion regarding the location, parking
and parking requirements for this type facility. There was also general
discussion of the landscaping proposed with Muriel Medina ans',aering
questions. Mr. Goldsmith asked that plans showing plant sizes to be
used be provided. Mr. Wallis recommended approval with the stipulation
that plant heights be -indicated.
A MOTION WAS MADE TO APPROVE ADB-43-74 SUBjECT TO LANDSCAPE PLAN
INDICATING PLANT HEIGHT. SECOjNDED AND CARRIED UNANIMIOUSLY.
Albertson's - 835 Edmonds Way - relocation of existing sign. & landscapirg
Mr. Wallis asked for special consideration on the Albertson application.
He explained that Albertson's had this approved sometime back in 1972,
the highway came through and they were advised that they had to move
their sign or it would be taken down. ' Mr. Wallis stated that he then
authorized thein to move it back. They were asked to submit a detailed
landscape plan, which the Board has, and Mr. Wallis asked that the
landscape- plan be approved inasmuch as -the sign has already been moved.
MR. GOLDSMITH MOVED THAT ADB-44-74 BE APPROVED. SECOINDED AND CARRIED.
ADB-12-74 Edmonds School District fl5 - Final Landscape Plan Review -Naplewood.
Mr. Goldsmith stated that he had reviewed the sizing of plants and
found them to be acceptable. I
IT WAS MOVED AND SECONDED*THAT ADB-12-74 BE APPROVED.
MEETING ADJOUR.'IED AT 9:30 p.m.
AMENITIES DESIGN BOARD TMAY 22, 1974 PACE 3
installed on the site.
A MOTION EIAS 14ADE BY i,[R. LATOURELL To APPROVE ADD-35-7.4.,
A
GOLDSMITH AND CARRIED.
MOTION SECONDED BY IR
/ADB-38-74 Obrien's Turkey House 24.0th & 99 Hwy Sign attached to I
ui ing.
Mr. Wallis stated that.there was -not a representative present
to represent Obrien's Turkey House. The item was,deferred
until the next meeting.
ADB-32-74 Anthony C. DiPanc�razio - 19 unit townhouse apar tment I
develo�ment 76th West
Mr. Wallis showed slides of the site stating that the request
is for development and construction of 19 townhouse units
and using the existing house for the manager. Mr. Wallis
pointed out that the site is nicely wooded and would strongly
n of the natural
encourage the Board to consider retentio
I -yere parkin- areas where
vegetation. Mr. Wallis stated there
the natural vegetation could be used very effectively for
I Ir. U DiPangrazio presented plans to the Board for
screening. lm r landscapii—
their review. There was general discussion regarding
parking and lighting for the parking area with Mr. DiPangrazio
answering questions. After further reviewing, discussion,
0 ell stated that he would be in favor of approving
Mr. Latour detailed
Mr. DiPangrazio's application subject-to.a more
the north, east and south side indicatinc,
landscape design for
ial high Sr011ing plants; and that liphts
some rather substant
in the parking area be shielded from off -site -viewing.
Mr. Latourell stated that he would put that in the form of a
11OTIO'N. THE MOTION 1%AS SECONDED BY 11R. GOLDS11ITH AND CARRIED.
ADB-33-74 Donald L. Hamilton Addition to existing, structure at
-2� _r�_Street (BC)
Rai
Mr. Wallis showed slides of the existing structurep stating
that the main floor is used as a retail fishing tackle and
accessory shop, and the second floor is a two -bedroom apartment.
Mr. Hamilton, the applicant, presented plans to the Board
stating that the addition to the existing structure would
sl
be used as a small commercial nop. There was general.
discussion regarding the proposed landscaping plans with
.. that h-2 also has plans for a sign and
Mr. Hamilton statincy
would submit an application o this Board at that time.
A MOTION WAS MADE BY M-11. LATOURELL TO ACCEPT ADB-33-74.
"IDED BY ITT- GOLDS"MITH AND CARRIED.
Y
AD 34-7 K-Mart Laundr Construction of Coin -op laundry at 76th and
on, Bodine.
Mr. Wallis stated that M.r * Bodine was not.prese-it and the item
was deferred until the next meeting.
D -37-74 C. A. . McConnachie - Apartment -Condominium - 252- 4th Ave. SM-1)
Mr. Vallis showed slides of the site, stating that the property
is presently zoned RM and that the application is for an
apartrient-,condoninium. The Board reviewed Mr. Connachie's
ENGI14EERING REQUIREMENTS FOR COMMERCIAL S T F E:
AND APARTME14T BUILDING PROJECTS
Name K-Mart Latindry
Date____Mp,a
Z 21, 1974
STREETS AND ACCESS
1. Right -of -Way Requirements:
60' existing
2. Road Bed Width:
NA
3. Turn Around:
4. Sidewalks:
Exisiting
5. Parking Strip:
6. Access Easements:
NA
UTILITIES
1. Water Mains:
4"' C.I. Existing
2. Fire Hydrants:
Existing
3. Sewers or Septic Tanks:
Connection to sanitary Sewers Required
4. Drainage: Install all necessary storm sewers and drainage facilities
per drainage plan and City Standards. Where drainage is across adjacent
private property, all parties having any ownership interest in the lands
being developed shall provide, as a restriction on the title running with
the land, that the City of Edmonds shall be held harmless from any and all
claims for damages which may be occasioned to adjacent land by reason of the
construction and operation of the drainage system, unless, releases of
damages and/or drainage easements are obtained from the other property owners
affected by said drainage. Any drainage problems created by change of contour
during development must be corrected., prior to occupancy permits or release
of performance bond. Final approval (or release of bond) will be withheld
until actual drainage as installed has been inspected by the City Engineer.
Engineering Require ts for Comm'l &
Apartment Building O-ects_- Page 2
k
5. Utility Easements:
6. Underground Utilities: To be provided in accordancewith Ordinance No. 1387.
Street lighting shall also be provided with the necessary street light
standards and underground wiring.
TOPOGRAPHY
1. Excavation and Grading: Excavation and grading shall conform to the requirements
outlined in Chapter 70 of the Uniform Building Code, latest adopted edition,
Vol. 1. Where extensive grgding and fill are involved in the development, a
grading plan and specifications shall be prepared.
QUOTATION FROM THE CITY CODE REGARDING IMPROVEMENTS
11.02.025(f) Utilities and Street Improvements. No building permit shall be
issued for the construction of'any building or structure of any kind or
description unless the plans and specifications include the construction for
curbs, gutters, sidewalks, paved streets, necessary water lines, sewer lines, and
storm drainage necessitated by the new construction or improvement, to be built
to applicable City standards, provided, however, if found by the City Engineer
to be impractical to construct at the time of application for said building permit,
construction may be waived by the City Engineer and in lieu thereof a performance
bond filed with said engineer to cover the estimated cost of construction to City
standards for said improvements, provided further, in areas zoned single family
residential at the time of said application for building permit in which the
applicant has received final approval for a plat or sub -division and has compiled
with requirements therein compliance with this subsection shall be deemed by
compliance with the sub -division or plat requirements.
COMMENTS
Rev. April 2, 1971
10
September 29, 1972
4EMO TO: Mayor Harve Harrison
VIA: Ronald L. Whaley
Chief Administrative Officer
FROM: Leif R. Larson
City Engineer
Carl Rautenberg, City Engineer from Mountlake Terrace, advised
me that they are planning an industrial park with possible financing from
theEconomic Development Agency. This park will be located east of the
Traction Right -of -Way between 220tb and 224th Street S.W. The possible
effect on Edmonds would be:
(1) Increased traffic on 224th Street S.W. in the
vicinity of K-Mart and adjacent to the residential
area east of K-Mart.
(2) A minor increase in our treatment Dlant load.
It is understood further from Carl that in trying to clear the
project through the Economic Development Agency, that comments from the
Environmental Protection Agency indicates that there will be a requirement
of a statement from Edmonds on our plans for secondary treatmentl I told
Carl I had heard of no such requirements nor have we received any official
ilotification of the secondary treatment requirements. I further suggested
that.the City of Mountlake Terrace infom'Edmonds officially regarding
their plans.
Critical Areas Checklist CA� Fii�
�16 2 7 21,31.12
Site Information (soils/ to I /hydrology/v6getation)
p?gr�p
Y
1. Site Address/ Location: qq 6- 5L)rq, oJ06,
2. Property Tax Account Number: 04 2,? 00 �� 0 %V 00
3. Approximate!Site'Size(aqesorg'quarefe6t):
4. Is d-ds site cu'ff�� y developed?
entl _ yes; — no.
if yes; how is site developed? 6Y1,67_1AJ(7 &AJCIT^-�6 6rO4V At7WIL
5. Describe -the general site topography. Check all that apply.
Flat less. than �-feei elevation change over entire site.
Rolling: slopes on sitel'generally less than 15% (a,vertical rise of 10-feet over a horizontal
distance.of,66-feet).
..My: slopes present, , on: site of
more than 15% and less than 30% ( a vertical rise of 10-feet
o�rer a horizoriial 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):'
wa
6.' Site contains -areas of year-round 6tanding ter: LA114" -Approx.Depth:
7. Site contains areas' of seasonal s
tanding water:
;Approx. Depth:
What season(s) of the year? /_)M
8. Site is in the floodway /i/fi floodplain of a water course.
W. I
a
10.
11.
Site conW'ns a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? Z (What time of year7
Site is primarily: forested — ; meadow -shrubs. mixed
urban landscapie&(lawnshtubs etty.,�^qoe&,:
Ob,�d6ds wetland is present on si"
Critical Arm Checklist.doc/3.19.2001
j I
City Orf'E'd'' on&
Development -�eMces-Department PP
an�j Division
'CrhicAUP
Phone:..425.7.71.0220 F
Fax: 425.77f;6221
The Critical Areas Checklist contained- on this form is to A.,property 6wner,,�or his/hen.tuthorized, re, repentative,
p
be filled out --by any person - preparing, -a' Development ut; tli)dhecklist,� sign�' &te it; ondl'submit it
Permit Application for the City of Edmonds isi,,'make-a
y,,
his/her submittal of the application to the Ci precursory site,*isit, dlpake a determination of the
su sqqu 6V�l
b 'efit "steps -,,necessary., coin 6 a,!Id opment
The purpose of the Checklist is to enable City staff to
�t ivermit,.abAcatioiLr (1�41 i
determirie whether any potential Criticil keas"are,
may be, present on the subject property. The information Please -subiriiva"*Winit' map;'along with the signed copy
ly 1. ;
nee ed to., ci�Tplete the Checklist should, be.- easily-, of this form4o. assist-iCity,stEifflin 'finding and Qating the
available from observations of the site or data available 4�l,,,.,-§ppcific,pi6,ce.-,oforo�-
j:.,'d0scnbed' on this ifibim. In
1�alf include other, pertinent
City Hall (Critical areas inventories, maps, or soil addition, . e app icPnt s
surveys). ih�&Thation '(e�g2` site. plan; -1opogra h'
p y map, etc.) or
siudf6:�iii�c-onj'undti-on'"with"�thils Checklist,to assistant staff
in completing their prelimi
in�assessment of the site.
The undersigned applicant, and his/her/its heirs, andassignsi, im, p9ps-ideration on the processing: of ilie.,ippjication 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':aciion or infraction based ih),Whole or pt�t,upon 'false,�'n-dgl6adifig;-,iiiiiddurate or
incomplete information furnished by the applicant, histher/its agents or employees.
By my signature, I certify that the info tion and exhibits herewith. submitted are -true and, correct tobe best of my
knowledge and that I am authorized to file qa�pplicationon'the'Miilf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGENT I
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to�apply -for the su�ject,land.pse, application,
and grant my p o or the public officials and tfie staff 6fili6_0(y of Edmonds to enter the subject prop4;�� the
S�' q I ; 1 .1 - . . . I I ,.io .
purposes of insp=ec ison 2d posting aftendant to this application.
SIGNATURE OF OWNER �Dr MI ayle Ma yk,4 11/1 DATE
Owner/A p!icant:
.p "cant.Representatiye:,
�Lcokc MA"u- I d C,
Pt i T- 4 M-,�.HJ Z
Name
eo 11C
toM UC-110 AVE
10q,40 -9-6
-PLACE 2-0 2,
Street Address
tVQJA PACK., CA
qo&? /o4Z..__- -ft, L L EVqE,;.
1A/A,
City State
Zip
State
zip
Telephone: (74) 6 2� 1 - 60qq
Telephone;'Ao_�6)
._p
se'l- �/ -P0 -
Email address (optional):
ai (optio'nal)-Ka_�;b
W'v(F'�� :Pf-bA&d-CV4
Critical Areas-Checklist.doc/3.19-2001
W.� 0Iq
McConnell, Jeanie
To: stevel@ehslic.com; PUD - Bob Kakaley
Subject: Underground Requirements for Rite Aid
Good Morning Steve. I had previously informed you the Rite Aid would be able to maintain their overhead wiring
when the service with K-Mart was split. The City Engineer further reviewed Chapter 18.05 of the Edmonds
Community Development Code (ECDC) and it became unclear if overhead would be allowed or not. I have since
spoken with Bob Kakaley to get a better understanding of PUD's system in order to make a f inal determination on
how the code would regulate the new service. I have outlined below the applicable code sections/def initions (in
black) and an understanding of each (in blue) as it applies to the Rite Aid service. This particular Chapter of the
ECDC is quite complicated, so bare with me as I try to explain each part.
Def initions:
"New or extended utilites" shall mean only utilities which are being built or extended to serve new commercial,
industrial, or multifamily residential development which has not had that type of utility service or to serve a new
single-family residential subdivision.
"Common utilities" shall mean utilities which serve more than one lot or commercial development. Currently, the
lines running from 224th to the backside of the K-Mart building are considered to'be common utilities, as they
are serving a commercial development.
"Private utility services" shall mean the utilities which connect a lot or commercial development with common
utilities. Once the new service is installed for Rite Aid the point at which there will be separate service drops
for Rite Aid and K-Mart, will be considered private utility services.
ECDC 18.05.010, Underground Requirements states:
1. All new or extended utilities shall be undergrounded.
By definition, Rite Aid is not considered to have a new or extended utility.
2. Whenever an existing aboveground private utility service connecting to underground common utilities is rebuilt
or relocated, it shall be put underground. Rite Aid does not have an existing service that is being rebuilt or
relocated. All private utility services installed after the effective date of this ordinance shall be underground.
The effective date of the ordinance was in 1977. Since the installation of the new service is after 1977, the
private utility service will be required to go underground.
To summarize, the existing power lines to K-Mart can remain overhead, however, the new service for the Rite Aid
must go underground. I apologize for any inconvenience due to my previous response. I may be reached at 425-
771-0220, ext 1338 if you have any questions.
Sincerely,
Jeanie McConnell
City of Edmonds
425-771-0220, e)d. 1338, Tuesday -Friday
mcconnell@ci.edmonds.wa.us
Edmonds K-Mart
Expansion
4
Traffic Impact Analysis
May 1992
Prepared for
William Polk Associates
City of Edmonds
TS1
Transportafion Soldons Inc
EDMONDS K-MART
EXPANSION
Traffic Impact Analysis
May 1992
Prepared for
William Polk Associates
and
City of Edmonds
Prepared by
Transportation Solutions, Inc.
16310 NE 80th Street
Suite 100
Redmond, WA 98052
TABLE OF CONTENTS
Section PAU
INTRODUCTION
ProjectLocation ........................................ I ..............................
Project Description .. ................................................................
Study Process and Organization ..............................................
EXISTING CONDITIONS
StreetNetwork ....................................................................... ...4
TrafficControl ......................................................................... 5
Traffic Volumes and Patterns .................................................. 5
Intersections............................................................................ 8
Accesses.................................................................................. 9
Traffic Accident History ......................................................... 10
Planned and Programmed Street Improvements ................... �-.. 10
FORECASTED CONDITIONS
Non -Project Traffic Volumes ................................ I .................. 1.1
Project Generated. Traffic Volumes .......................................... 13
TrafficAnalysis ...................................................................... 15
Intersections ............................................................................ 15
Accesses................................................................................. 20
Traffic Accident Conditions .................................................... 21
CONCLUSIONS/SUMMARY
Traffic Operations - Intersections ................. .......................... 22
Traffic Operations - Accesses .................... I ............................. 23
Traffic Accident Conditions .................................................... 23
LIST OF FIGURES AND TABLES
Figures —P=
1 Vicinity Map ................................................................ 2
2 Site Plan ....................................................................... 3
3 Existing PM Peak Hour Traffic Volumes .................. i.. 6
4 1993 Traffic Volumes widiout Project .......................... 12
5 Trip Distribution ........................................................... 14
6 PM Peak Traffic Assignment ........................................ 16
7 1993 PM Peak Volumes with Project ........................... 17
Tables
1 Existing Level of Service ............................................. 8
2 Traffic Accident Summary (19'89-1991) ....................... 10
3 Existing and Forecaste d Level Of Service Summary .... 19
i
INTRODUCTION
This report summarizes a traffic impact analysis for the proposed Edmonds K-
Mart Expansion project, located in the City of Edmonds, Washington. This analysis
presents the traffic and transportation elements of an environmental checklist for this
proposal. The purposes of this analysis are to identify any traffic related impacts
generated by the construction and operation of the proposed project and, where
appropriate, to outline policies, programs and/or physical improvements to minimize or
eliminate the effects of these impacts.
PrQ,*ect Locaflon
The project site is located in the southeast comer of Edmonds, approximately two
miles. north of the King/Snohomish County line. The regional location of the site is
shown on Figure 1. More specifically, the project site is. located on the east side of State
. Route 99, and is bordered on the north by 224th Street Southwest.
Prg,ject Description
The proposed project is an expansion of an existing K-Mart store. The existing
store shares the project site with a Payless Drug store and a small general retail center
which is currently being built. The K-Mart expansion will add 19,840 square feet (sf) to
the bu ilding (8,800 sf general retail, - 11,040 sf garden center), and will be constructed on
the north end of the existing store. There are currently six accesses to the project site,
two on 224th Street Southwest, two on State Route 99 and two on 76th Avenue West.
Figure 2 shows the site plan for the proposed project.
Study Process and Organization
The process used in preparing this traffic analysis follows the format outlined in
the State Environmental Policy Act (SEPA) Guidelines, and has been approved by
engineering staff at the City of Edmonds.
The analysis is formatted to first discuss existing traffic conditions which provide
an existing framework or reference point for the remainder of the analysis. Next, future
conditions without the proposed project are forecasted to establish a baseline against
which to measure the project -specific traffic related impacts. Then, project -generated
traffic is forecasted and superimposed on non -project traffic to evaluate impacts
precipitated by this proposal. Finally, a summary of impacts is listed and combined with
a series'of mitigating'measures. These mitigating measures are intended to reduce or
eliminate the effects of any adverse impacts which have been identified by this analysis.
BLACK
DIAMOND
SHELTON
TACOMA
ENUMCLAW
OLYMPIA
Figure 1 Edmonds K-Mart
Tramportation Solutions. Inc, Vicinity Map Expansion
TS1
Transportation Solutions, Inc.
I
or
A
1% L-
ju
Figure 2
Site Plan
10 N
4
Edmonds K-Mart
Expansion
EXISTING CONDITIONS
This section of the report describes the existing transportation conditions in the
vicinity of the Edmonds K-Mart Expansion project and includes a description of the
street system, traffic volumes and operations and -safety conditions. It is intended to
serve as a basis for subsequent analysis of forecasted transportation conditions.
R�R
The street system in the vicinity of the project site falls into a general grid pattern
with "streets" oriented east and west, and "avenues" oriented north and south. The local
street system is dominated by State Route 99, which is a major traffic carrier in the area:
There are no appreciable grades in the immediate area that should have a significant
adverse impact on traffic flow characteristics.
State Route (SR) 99 (Pacific Highway) is a five -lane principal arterial oriented
north and south. It originates to the south within the City of Tacoma and ends to the
north within the City of Everett. Access to northbound SR 99 from the project site is
direct via either one of the two right in/right out driveways on to SR 99 from the K-Mart
parking lot. Access to southbound SR 99 from the project site is via the east driveway
from the K-Mart parking lot onto 224th Street Southwest, and then onto SR 99.
76th Avenue Wes is a two to three -lane collector arterial also oriented north and
south. It originates to the south as Meridian Avenue in King County, and ends to the
north within the City of Edmonds. Access to 76th Avenue West from the project site is
direct via either one of the two driveways from -the project site onto this street. In the
vicinity of the site, 76th Avenue West is runningdirectly north and south, while SR 99 is
running southwest to northeast, thus allowing these two streets to intersect near the south
end of the project site.
224th Street Southwest is a four to five -lane collector arterial oriented east and
west. It originates to the west at 8th Avenue South, and terminates to the east at 4th
Avenue West. Access to 224th Street Southwest from the project site is via SR 99-o'r
direct via either one of the two driveways onto 224th Street Southwest from the K-Mart
parking lot.
212th Street Southwest is a four -lane collector arterial oriented east and west. It
originates to the west at its intersection with Main Street and Bowdoin Way (Five
Comers intersection) and terminates to the east at Larch Way. Access to 212th Street
Southwest from the project site is via SR 99.
al
220th Street Southwest is a four to five -lane principal arterial oriented east and
west. It originates to the west as Elm Street at its intersection with 100th Avenue West
and terminates to the east at 52nd Avenue West. Access to 220th Street Southwest from
the project site is also via SR 99.
230th Street Southwest is a two-lane local arterial, also oriented east and west. It
originates to the west at 84th Avenue West, and terminates to the east at 74th Avenue
West. Access to 230th Street Southwest from the project site is via SR 99.
Traffic Control
Three of the intersections reviewed in this analysis are controlled by actuated
traffic signals: SR 99/224th Street Southwest, SR 99/212th Street Southwest and SR
99/220th Street Southwest. Stop signs control the east and westbound approaches to SR
99/230th Street Southwest (stops signs on 230th Street Southwe st) and to SR 99/76th
Avenue West (stop signs on 76th Avenue West). The intersection of 76th Avenue
West/224th Street Southwest is controlled by stop signs on all four approaches.
The six accesses to the project site are all two-lane driveways at unsignalized -
intersections. Four of the six are right turn in/right turn out only intersections due to "C"-
curbing down the center of the major street. The access on the far south end of the site
onto 76th Avenue West allows all turning movements, as does the access on the northeast
comer of the site onto 224th Street Southwest. The northern access onto 76th Avenue
West, both accesses onto SR 99 and the western access onto 224th Street Southwest are
all right in/right out intersections. The intersections reviewed in this analysis were
chosen based on the W.SDOT's 10 peak hour trip rule" and were approved by the City.
Traffic Volumes and Patterns
Traffic count data collected from WSDOT records and supplemented by PM peak
hour turning movement counts made by TSI staff in April 1992 indicate that SR 99
carries approximately 38,000 vehicles per day (vpd, two-way) and 3,350 vehicles 'per
hour (vph, two-way) in the PM peak hour at its intersection with 224th Street Southwest.
76th Avenue West carries approximately 130 vph southbound and 270 vph northbound at
its intersection with SR 99 in the PM peak hour. 224th Street Southwest carries
approximately 110 vph eastbound and 200 vph westbound at its intersection with SR 99.
Figure 3 reflects the PM peak hour turning movement volumes for the six key
intersections, and four of the six project accesses. Due to construction of the retail center
on the south end of the project site, the two accesses from the project site onto 76th
Avenue West were closed to K-Mart traffic at the time traffic counts were conducted.
5
23 5 3
51--o-
32---,, 1 t r"
g 0, .0
10 -Lj
377
78 ---
19
113
12
0-4
272
0
/
\
00
0'
0 -4-1
13
3
46 --A 223
384----a- -a-4 6
59----4k 1:6
�0
3:
220TH
212THI LSTSW
231 '6--92
349--o-- -*-322
t r
0'!;2
0
7
cb
tu
>. 4r
(D 0
1 10
3 T"', S w �� I �
�--23
T S"
I F. \
0 c�
*- 72
0
-J IF/
I
1�
CLOSED
0
oo
0
,(�y
N
156
24
TS1Figure 3 Edmonds K-Mart
TrampaUdon Soludow, loc. Existing PM Peak Hour Volumes Expansion
Although daily traffic volumes provide a general impression of traffic patterns,
hourly volumes are needed to evaluate the operation of the street system. In the case of a
retail development, the worst case traific condition occurs during the late afternoon when
commuter and commercial traffic combine to create the highest traffic volumes of the
day. Therefore, this analysis is based on traffic volumes during the PM peak hour.
These peak hour traffic volumes are analyzed to determine the level of service
(LOS), which is a measure of the ability of a given intersection to serve the traffic on the
street system. The level of service methodology used was developed by the Traffic
Research Board and is summarized in the Highway Capacity Manual (HCM- 1985).
For signalized intersections, the level of service is defined by seconds of average'
vehicle delay at an intersection. The seconds of delay is divided into several categories
or grade levels ranging from LOS-A, which is very good, to LOS-F, which reflects a
breakdown in traffic flow. Although these letter designations provide a simple basis for
comparison, seconds of average vehicle delay should be used as the exact measure of
comparison. For the purpose of this analysis, the signal timings input into the HCM
calculations were determined through use of the critical volume method. This method
optimizes the traffic signal timings by proportioning out green time to each traffic
movement based on their respective traffic volumes. To assure an equal comparison, the
signal timings were optimized for the existing level of service calculations only, and then
were not changed for future conditions.
For unsignalized intersections, the level of service is defined in terms of vehicles
per hour of reserve capacity, and is also divided into LOS categories A through F. While
this level of service methodology is one of the most widely accepted approaches to
assessing unsignalized intersection operation, a comparison of calculated level of service
and field observations indicates that the calculated values are very conservative (i.e. the
level of service is calculated to be worse than observed in the field). This situation is
particularly true for left turn movements and on roads where traffic flow is not totally
random.
The Unsig- 10 methodology was used to determine the level of service for the all -
way stop intersection of 76th Avenue West/224th Street Southwest. This methodology
was developed by the Oregon Department of Transportation, and is also based on the
Highway Capacity Manual., This method bases level of service on the percent of utilized
capacity (saturation level) at an intersection. Table I summarizes the LOS for the
intersections analyzed for existing conditions, and the results are discussed below.
VA
Table 1
Existing Level of Service Summary
Signalized Intersections
LOS (Seconds of Dda4
State Route 99/212th Street SW
E (49.9)
State Route 99/220th Street SW
E (46.4)
State Route 99/224th Street SW
C (21.5)
Unsignalized Intersections
LOS (Reserve CapaLiW
State Routeqqn6th Xvenue W
WB Right
F (-2)
EB Right
A (540)
SB Left
F (-63)
State Route 99/230th Street SW
WB Left/Through/Right
E (30)
EB Left/Through/Right
E (46)
NB Left
C (203)
SB Left
E (86)
All -Way Stop Intersection
LOS (Saturation Lev el)
76th Avenue W/224th Street SW
A (30%)
Unsignalized Accesses LOS
(Reserve Cal2acityl
224th Street SW/K-Mart East Access
NB Left/Right
A (459)
WB Left
A (966)
224th Street SW/K-Mart West Access
NB Right
A (882)
State Route 99/K-Mart North Access
. WB Right
C (236)
State Route 99/K-Mart South Access
WB Right
D (176)
76th Avenue W/K-Mart North Access
Closed
76th Avenue W/K-Mart South Access
Closed
The signalized intersection of SR 99/212th Street Southwest currently operates at
LOS-E, with an average vehicle delay of 49.9 seconds. This level of service indicates
that this intersection is now operating near capacity, and a relatively minor increase in
traffic volume could cause the operation to slip to LOS-F.
The intersection of SR 99/220th Street Southwest operates at LOS-E, with an
average vehicle delay of 46.4 seconds. This intersection is also operating near capacity,
although better than the intersection of SR 99/212th Street Southwest.
The intersection of SR 99/224th Street Southwest operates at LOS-C under
existing conditions, with an average vehicle delay of 21.5 seconds. This is an acceptable
level of service for an intersection in the PM peak hour, and is mainly the result of
/ relatively small side street volumes on 224th Street Southwest.
The unsignalized intersection of SRqqn6th Avenue West operates at LOS-F for
the westbound right and southbound left turn movements, and LOS-A for the eastbound
right turn movement. This operation is very poor, but not unexpected for an unsignalize'd
intersection along the high volume.SR 99.
The intersection of SR 99/230th Street Southwest operates at LOS-E for the
westbound left/through/right, eastbound left/through/right -and southbound left turn
movements, and L OS-C for the northbound left turn movement. Again, this level of
service indicates that this intersection is nearing capacity.
The all -way stop intersection of 76th Avenue West/224th Street Southwest
currently operates at LOS-A, with a saturation level of 30 percent. This is a very good
level of service for an intersection in the PM peak hour.
Accesses
The intersection of the 224th Street Southwest/K-Mart East Access operates at
LOS-A for the northbound left and right turn and the westbound left turn movements
This is a very good level of service for an intersection during the PM peak hour.
The intersection of 224th Street Southwest/K-Mart West Access operates at LOS-
A for the northbound right turn movement. This access is right in/right out only, and thus
only this movement is considered by the HCM methodology. Again, this is a very good
level of service for an intersection during the PM peak hour.
The access of SR 99/K-Mart North Access operates at LOS7C for the westbo'und
right turn movement. This level of service is generally considered acceptable for
intersection operation during the PM peak hour.
The access of SR 99/K-Mart South Access operates at LOS-D for the westbound
right turn movement. This is considered a fair to poor level of service for an intersection
in the PM peak hour.
The two accesses onto 76th Avenue West were closed at the time of the TSI traffic
counts due to construction of the retail"center currently under way on the south end of the
project site, thus no existing level of service was calculated for -these driveways.
E
Traffic Accident HisLQry
Information on traffic accident history along SR 99 was obtained from WSDOT
and City of Edmonds records. This data was collected for the three year time period of
January 1989 through December 1991. Accident history at the accesses to the K-Mart
site were not readily available. Table 2 reflects an accident summary of the key
intersections along SR 99, broken down by year and type of accident. A more formal
review of this traffic accident data is presented in the forecasted conditions section.
Table 2
Traffic Accident Summary (1989-1991)
Rear
Intersection
Year
End
SR 99/212th
1989
3
1990
10
1991
8
SR 99/220th
1989
12
1990
11
1991
7
SR 99/224th
1989
4
1990
7
1991
7
SR99n6th
1989
9
1990
3
1991
8
SR 99/230th
1989
1
1990
0
1991
1
Lt/Rt
Head
An gle
Turn
On
2
1
0
0
1
0
3
0
0
4
0
4
1
0
3
2
0
1
1
0
1
1
0
2
0
0
1
3
1
0
1
0
0
2
1
4
0
0
1
0
0
0
0
0
Over
Ped/
-Side
Swim
Turn
Bike
0
1
0
0
0
0
3
0
0
3
0
1
2
0
1
2
0
0
2
0
2
0
0
0
0
0
0
0
2
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
4
Drive Fixed
Way Objec Total
3
2
16
1
1
13
0
0
14
3
1
28
�0
0
19
2
0
16
0
0
10
0
0
9
0
1
10
0
0
16
0
0
5
0
0
11
0
0
6
1
0
2
0
0
1
Planned and Programmed Street Improvements
Based on discussions with the City of Edmonds engineering staff, there are no
major road improvements planned for this area other than routine maintenance of road
surfaces and shoulders. A plan to widen SR 99 to seven lanes has been discussed for
some time. However, at the present time, no definite plans have been prepared for this
improvement.
10
FORECASTED CONDITIONS
This section of the report outlines the assumptions and steps taken to arrive at an
estimate of future traffic for the proposed Edmonds K-Mart Expansion project. It
discusses the potential impacts of additional automobile traffic in the site vicinity and the
impacts associated with other transportation issues that relate to construction and
operation of this project.
For the purpose of this analysis, the summer of 1993 was selected as the design
year for forecasting traffic by which time the project is expected to be completed and in
operation.
To help insure that impacts are accurately assessed, the following analysis
generally reflects a "worst case" condition. For the purpose of this study, "worst case" is
defined as reflecting an above average traffic volume within the reasonably expected
range of traffic conditions.
The forecasted travel demand on streets in the vicinity of the site is composed of
three primary elements: 1) existing traffic; 2) future non -project traffic; 3) forecasted
project -generated traffic. Existing traffic volumes were presented on Figure 3 and have
been described in the existing condition section of this report. Future non -project traffic
volumes are the incremental increase in volume which is expected to occur between now
and 1993i but are volumes that have no direct relationship to the occupancy of the
proposed Edmonds K-Mart Expansion project. Project -generated traffic volumes, as the
name implies, are those volumes that are'expected to be generated by users of the project.
The sum of these three components results in the total 1993 forecasted traffic volume.
Non -project Traffic Volumes
Future non -project traffic is that traffic growth created by other developments
expected to be occupied between now and 1993, as well as general changes in the traffic
volumes and travel patterns that result from changes in travel habits. Traffic volumes in
the vicinity of this project have been increasing at a fairly average rate over the last- few
years; annual percentage growth rates determined from historical traffic growth in the
area show a two to four percent annual increase in traffic volumes. An annual traffic
volume increase of four percent was forecasted to extend into 1993, and the resulting
overall growth rate was 4pplied. In addition, the vehicle trips associated with the general
retail center currently under construction on the K-Mart site were added directly to the
existing volumes; the resulting PM peak hour volumes are shown on Figure 4.
11
25-4 5 5
5 5 —110
35---,, 45
.0 M
10
390
80
-.0-120
20
15
0
285
0-8.
135
-0-0
0
� t
C3
20 '0
0 5
Is 5
50 230
400----s- 505
60---,, 195
M Do �r
- t2 �
220TH
4!2Y
ST SW
212T, IL N
95
240
365— 335
IS 80 115
0
120 ---- 4w
117---%
Cb
Cb
>
T"
C -L
224TH v , T""�
Z
74
0
ST
15
0C)
26
. P— 0
0
—160
,-24
TS1Figure 4 Edmonds K-Mart
Tramp�tadon Solution& Inc. 1993 Traffic Volumes w/o Project Expansion
12
Project Generated Traffic Volumes
TSI used a generally accepted transportation planning approach for forecasting
travel demand using the following steps:
• Trip generation - how many people will make trips?
• Mode sl2li - what modes will people use (automobile, carpool, transit, other)?
• Trip distribution - what are their origins/destinations (Edmonds, Lynnwood,
7
Mountlake Terrace, etc.)?
• Travel assignment - which routes will they take to make their trips?
The project generated traffic volumes were developed using the. Institute of
Transportation Engineers (ITE) Trip Generation Manual (5th Edition). The project
specific trip generation was determined by calculating the -trip generation for the K-Mart
shopping center as a whole (including K-Mart, Payless, the general retail center and the
proposed expansion), and then separating out the trips due to the K-Mart expansion based
on proportional floor area. Following the proposed expansion, the shopping center will
have a total floor area of 126,220 square feet (sf) which corresponds to a gross trip
generation of 8,174 trips per day, and 761 trips per hour in the PM peak hour. The
proportion of this total due to the proposed project is equal to the floor area of the
expansion divided by the floor area of the entire shopping center (19,840 sf/126,220 sf),
multiplied by the total trip generation. Therefore, the gross trip generation for the retail
addition is approximately 829 trips per day, and 79 trips per hour in the PM peak hour.
The gross trip generation for the K-Mart expansion must also be adjusted to reflect
the existence of pass -by trips to the project. Pass -by trips are those trips which are
already existing on the adjacent street network at the time that the project is built, but
which will now stop at the K-Mart store as an intermediate stop in their primary trip. For
example, a person commuting home from work on Friday afternoon might stop by the
expanded garden center to purchase an item, rather than return on Saturday morning to
buy it. These trips, are additive only to the driveway traffic volumes of the project,
although they may also shift volumes from through to turning movements at adjacent
intersections. The ITE Manual estimates the pass -by rate for a shopping center of this
size to be approximately 45 percent. Therefore, the net number of new trips generated by
the proposed expansion is estimated to be 55 percent of the gross trips. This corresponds
to 43 trips per hour in the PM peak hour (22 trips entering the site, 21 trips exiting).
13
25
30
220TH
0-4 10
15---w- 15
0 0
0-14 0
0 0
0
C3 CD 0
5
0----o.
0 0
TSI
Tmasportaflon Solutioas� loc.
0
5 5
t r
2 -
ST ISW
ST
Figure 5
2 12T. ST SW
JL
7 9-
( 0 0 0
0-4. -0-0
0
5
5----s. -o--60
50 ---x #I-
0
\\ L--f
C2
0
15
0
Trip Distribution (%)
i� '
'*'— 15
Edmonds K-Mart
Expansion
14
For the purpose of this analysis, the mode of travel was considered to be 100
percent single occupancy vehicle (SOV). This assumption creates a worst case trip
generation scenario by allowing no trip reduction due to transit or other modes.
Trip Distribution - Once the number of vehicles traveling to and from the site are
known, it is necessary to identify the origins and destinations for the project -generated
trips. The travel distribution is then superimposed on the road system to identify the
specific routes that cars would travel to and from the site (the trip assignment). The
existence of "C -curb medians along SR 99 and 224th Street Southwest influence the
actual trip distribution to the project site by limiting the available turning movements at
some of the project accesses. The trip distribution for the proposed project (shown on
Figure 5) was determined from existing and forecasted traffic volumes and patterns and
considered the effects of the turning movement prohibitions at project accesses.
Traffic Assignmen - The trips generated by the project were multiplied by the trip
distribution percentages to determine the specific traffic volume increases on the local
street system.. Figure 6 reflects the new trip traffic assignment for the proposed project.
The traffic assignment of pass -by trips was determined from the relative traffic volumes
travelling north and south on SR 99 in the PM peak hour. The estimated pass -by trips to
and from the project site are also indicated on Figure 6.
The traffic volume increases determined in the traffic assignment were then added
to the 1993 background traffic volumes. This results in the final 1993 traffic volumes
with project, presented on Figure 7.
Traffic Analysis
A level of service analysis was prepared for conditions during the PM peak hour
in 1993 with and without the proposed project. Table 3 shows the existing and forecasted
level of service summary and the results are discussed below.
Intersections
In 1993, without the proposed project, the signalized intersection of SR 99/212th
Street Southwest will operate at LOS-E, with an average vehicle delay of 57.8 seconds.
With the addition of the project generated traffic, the operation, remains LOS-E, although
the average vehicle delay increases to 58.3 seconds. This intersection will be operating.
at, or near, capacity, but the proposed project does not have a significant impact on its
operation. Therefore, no mitigation is recommended at this intersection to alleviate the
impacts of project generated traffic.
15
4�
3
6 (+7)
0 2
3 3
0
coo
C, '0 C,
0
0 -.4-0
0 0
C� CD
2-4 .0
0 0
0 0
220TH ST
C.O
U)
>
< CO
224T
ST
0
212T. / L-Tll (�Y
N
0 . 0
L r 12 (17)
(+7) 10---j "Or—O
0 ---4W .0-0
0(—o
CD
Nt— 3 (+7)
0
2 (+4)
L E
X X
(XX)
CD 0
V-0
0
. pr— 4
Q
G E N D
New
Pass By
TS1Figure 6 Edmonds K-Mart
Tramportation Solutions. Inc.
PM Peak Traffic Assignment Expansion
- 16
;,z �0, -v
25 --Jf *-58
50 230
400---s- *-505
61 . f— 196
t r
coo,
60 --- *- -o-113
58
.0
220TH
�=392
83 123
20 15
�! r�
0-
0-4 285'
0----o. 0
135---,, 0
r- C3
0 --- 5
15 5
) t r
Ci �
0-0 �2
WK CO
224TH V,
Sw
I-
2 12TH / LT,,
\/ JIL \
240 "--95
365 ----- 0. -o-335
p— 166
121 -.6-0
0
134.---)q 0
155 ---- w -a-160
24
0 fn
M
T' SW,,
'k-36
36
or— 19
r
*--80
C).o
0 C)
"*— 15
PC —0
IFigure 7 Edmonds K-Mart
TransmLation Solutions. Inc. 199.3 PM Peak Volumes w/ Project Expansion
17
In 1993, without the proposed project, the intersection of SR 99/220th Street
Southwest will also operate at LOS-E, with an average vehicle delay of 53.7 seconds.
With the addition of the project generated traffic, the operation remains LOS-E, and the
average'vehicle delay increases to 54.2 seconds. The growth in background traffic is
expected to have the greatest impact on the operation of this intersection, while the traffic
generated by the proposed project will increase the average vehicle delay by 0.5 seconds.
Thus, no improvements appears to be warranted to mitigate the project related impacts at
this intersection.
In 1993, without the proposed project, the intersection of SR 99/224th Street
Southwest will operate at LOS-C, with an average vehicle delay of 23.0 seconds. With -
the addition of the project generated traffic, the operation slips to LOS-D, with an
average vehicle delay of 25.1 seconds. The actual operation of the traffic actuated signal
will cause this intersection' to operate at LOS-C with the.proposed project by responding
to changes in traffic volumes; thus, no mitigation appears to be warranted. Revised
channelization on the westbound approach to this intersection on 224th Street Southwest
was tested, but did not result in an improvement in the overall level of service.
In 1993, with or without the proposed project, the unsignalized intersection of SR
99n6th Avenue West will operate at LOS-F for the westbound right and southbound left
turn movements, and LOS-A for the eastbound right turn movement. The intersection
will see some reduction in reserve capacity, but mainly due to the growth in background
traffic. The project generated traffic will reduce the reserve capacity at this intersection
by a total of four (4) vph. Therefore, no mitigation appears to be warranted at this
intersection due to project impacts. The proposed widening of SR 99 to seven lanes
would help to improve the operation of this intersection. Again, this improvement is by
no means definite, but it would improve the level of service along the SR 99 corridor.
In 1993, with or without the proposed project, the intersection of SR 99/230th
Street Southwest will operate at LOS-E for the westbound left/through/right, eastbounid
left/through/right and southbound. left turn movements, and LOS-D for the northbound
left turn movement. Again, this level of service indicates that this intersection is nearing
capacity, but the traffic generated by the proposed project will increase the reserve
capacity by only two (2) vph. Therefore, no mitigation is recommended.
In 1993, with or without the pr�posed project, the all -way stop intersection of 76th
Avenue West/224th Street Southwest will operate at LOS-A, with a saturation level of 32
percent. This is a very good level of service for an intersection in the PM peak hour, and
the project generated traffic does not have a sig n*ificant impact on its operation. Again,
no improvements appear to be necessary to mitigate the impacts of the project.
V
6
Table 3
Existing and Forecasted Level of Service Sununary
Sienalized Intersections Existing
State Route 99/212th Street SW E (49.9)
State Route 99/220th Street SW E (46.4)
State Route 99/224th Street SW C (21.5)
Unsignaliz6d Intersections
State Routeggn6th Avenue W
WB Right
EB Right
SB Left
State Route 99/230th Street SW
WB Left/Through/Right
EB Left/Through/Right
NB Left
SB Left
Existing
LOS (Seconds of Dda4
1993 w/ o Pwj 1993 w/ P
E (57.8) E (58.3)
E (53.7) E (54.2)
C (23.0) D (25.1)
LOS (Reserve Capag:iW
1993 w/ o PEqj 1993 w/
F (-2)
F (-37)
F (-39)
A (540)
A (520)
A (518)
F (-63)
F (-72)
F (-72)
E (30)
E (20)
E (20)
E (46)
E (43)
E (43)
C (203)
D (186)
D (184)
E (86)
E (81)
E (81)
LOS (Saturation Level)
All -Way Stop Intersection Existing 1993 w/ o PLQ-j 1993 w/ PLqj
76th Avenue W/224th Street SW A (30%) (A (3 2 %) A (32%)
Unsignalized Accesses Existing
224th Street/K-Mart East Access
.NB Left/Right A (459)
WB Left A (966)
224th Street/K-Mart West Access
NB Right A (882).
State Rte 99/K-Mart North Access
WB Right C (236)
State Rte 99/K-Mart South Access
WB Right D (176)
76th Avenue/K-Mart North Access
WB Right - Closed
76th Avenue/K-Mart South Access
WB Left/Right Closed
SB Left
q
LOS (Reserve CapaciiW
1993 w/ o PMj 1993 w/ PrQj
* (435) A (410)
* (964) A (964)
A (876) A (866)
C (220) C (208)
* (159) D (152)
* (799) A (797)
* (584) A (563)
* (904) A (900)
19
Accesses
In 1993, without the proposed project, the intersection of 224th Street
Southwest/K-Mart East Access will operate at LOS-A for the northbound left and right
turn and the westbound left turn movements. In 1993,.with the proposed project, the
operation will remain the same, although there will be some reduction in reserve
capacity. This is a very good level of service for an intersection in the PM peak hour,
and no mitigation appears to be warranted.
In 1 993, with or without the proposed project, the intersection of 224th Street
Southwest/K-Mart West Access will operate at LOS-A for the northbound right turn
movement. Again, this is a very good level of service for an intersection in the PM peak
hour, and no mitigation appears to be warranted.
In 1993, with or without the proposed project, the access of SR 99/K-Mart North
Access will operate at LOS-C for the westbound right turn movement. This is generally
considered acceptable -operation during the PM peak hour. However, the City of
Edmonds has requested that the project sponsor construct "high traffic load driveways" at
all accesses to the project site. This type of driveway consists of actual curb cuts in the
sidewalk and larger radius curb returns to facilitate access to the major street. TSI does
not believe that this type of access is necessary at all of the project accesses, but
definitely -agrees that high traffic load driveways are needed at the two project accesses
onto SR 99. This would improve both the operation and the safety of these accesses, and
it is recommended that the project sponsor construct these driveways as part of the
expansion project.
In 1993, with or without the proposed project, the access of SR 99/K-Mart South
Access will operate at LOS-D for the westbound right turn movement. Again-, TSI
recommends that the project sponsor construct high load traffic driveways at both project
accesses onto SR 99.
Traffic volume estimates were developed for the two site accesses onto 76th
Avenue West for conditions in 1993 with and without the project. Based on these
estimates, both accesses will operate at LOS-A for the critical movements in 1993 with or
without the proposed project. Based on field observations at an earlier date, these
driveways do not appear to be heavily used by K-Mart traffic. Therefore, no mitigation
appears to be warranted to alleviate project impacts at these driveways. .
20
Traffic Accident Conditions
A review of the traffic accident summary presented in Table 2 on page 10 of this
report shows that on average, approximately 52 percent of the traffic accidents that
occurred at the key intersections over the past three years were rear end type accidents.
This is quite common at signalized intersectionsalong high traffic volume arterials such
as SR 99, and is usually.the result of high travel speeds on the arterial. It is
recommended that the City of Edmonds work with neighboring cities and the Washington
State Patrol to encourage'drivers to travel at speeds closer to those posted along SR 99.
Although there is no existing methodology which accurately predicts future traffic
accidents, it is a general rule that traffic accidents increase as traffic volumes increase.
Based on this assumption, there is forecasted to be a minor increase in traffic accidents
.due to the additional traffic generated by the proposed project. Actions to reduce traffic
accidents along SR 99 have been discussed above, and thus no mitigation to reduce
project impacts on the surrounding street system are recommended. However,
improvements to the project accesses along SR 99 could serve to reduce vehicle conflicts
and, in turn, reduce traffic accidents on the streets adjacent to the project site. It is
recommended that the high traffic load.driveways to be constructed on SR 99 be well
marked with yellow painted curb returns, and reinforced by directional signing (if
allowed by City code). In addition, the project sponsor may consider repainting the white
fog line on the east side of SR 99 along the length of the project site's frontage. The wide
shoulder on the east side of SR 99 acts essentially as a deceleration lane for vehicles
entering the K-Mart site. A highly visible fog line will serve to reinforce this lane.
21
CONCLUSIONS/SUMMARY
The proposed Edmonds K-Mart Expansion is not expected to have a significant
impact on the surrounding street network. The project will increase the traffic volumes
on adjacent streets by a small degree, but the existing capacity on the street system is
adequate to meet the demand of the new traffic. The results of this traffic impact analysis
are discussed below.
Traffic Operations - Intersections
In 1993, with the proposed project, the intersection of SR 991212th Stree
Southwes will operate at LOS-E. Although this intersection will be operating near
capacity, the proposed project is expected to add only 0.5 seconds of delay to its
operation. Therefore, no mitigation is recommended at this intersection to alleviate the
impacts of project generated traffic.
In 1993, with the proposed project, the intersection of SR 99/220th Stree
Souihwes will also operate at LOS-E. Again, the growth in background traffic is
expected to have the greatest . impact on the o ration of this intersection, while the traffic
, pe
generated by the proposed project will increase the average vehicle delay by only 0.5
seconds. Thus, no improvements appears to be warranted to mitigate the project related
impacts at this intersection.
In 1993, with the proposed project, the intersection of SR 99/224th Stree
Southwes will operate at LOS-D, with an average vehicle delay of 25.1 seconds. The
actual operation of the traffic actuated signal will cause this intersection to operate at
LOS-C with the proposed project; thus, no mitigation appears to be warranted.
In 1993, with the proposed project, the intersection of SR 99n6th Avenue Wes
will operate at LOS-F for the westbound right and southbound left turn movements, and
LOS-A for the ea�tbound right turn movement. The project generated traffic will reduce
the reserve capacity at this intersection by a total of four (4) vph. Therefore, no
mitigation appears to be warranted at this intersection due to project impacts. The.
proposed widening of SR 99 to seven lanes would help to improve the operation of this
intersection.
In 1993, with the proposed project, the intersection of SR 0/230th Stree
Southwes will operate at LOS-E for the westbound left/through/right, eastbound
left/through/right and southbound left turn movements, and LOS-D for the northbound
left turn movement. Again, this level of service indicates that this intersection is nearing
capacity, but the traffic generated by the proposed project will increase the reserve
capac ity by only two (2) vph. Therefore, no mitigation is recommended..
22
In 1993, with the proposed project, the intersection of 76th Avenue West/224th
Street Southw�s will operate at LOS-A, with a saturation level of 32 percent. This is a
very good level of service for an intersection in the PM peak hour, and the project
generated traffic does not have a significant impact on its operation. Again, no
improvements appear to be necessary to mitigate the impacts of the project.
Traffic Operations - Accesses
In 1993, with the proposed project, the intersection of 224th Street Southwest/K-
Mart East Access will operate at LOS-A for the northbound left and right turn and the
westbound left turn movements. This is avery good level of service for an intersection'
in the PM peak hour, and no mitigation appears to be warranted.
In 1993, with the proposed project, the intersection of 224th Street SouthwestIK-
Mart West Access will operate.at LOS-A for the'northbound right turn movement.
Again, this is a very good level of service for an intersection in the PM peak hour, and no
mitigation appears to be warranted.
In 1993, with the proposed project, the access of SR 991K-Mart North Access will
operate at LOS-C for the westbound right turn movement. It is recommended that the
project sponsor construct a high traffic load driveway at this access as part of the
expansion project.
In 1993, with the proposed project, the access of S.R 99/K-Mart South Access will
operate at LOS-D for the westbound right turn movement. Again, it is recommends that
the project sponsor construct a high load traffic driveway at this access onto SR 99.
Based on traffic volume estimates, both project accesses on 76th Avenue West
will operate at LOS-A for the critical movements in 1993 with the proposed project.
Based on field observations at an earlier date, these driveways do not appear to be
heavily used by K-Mart traffic. Therefore, no mitigation appears to be warranted to
alleviate project impacts at these driveways.
Traffic Accident Conditions
It is recommended that the high traffic load driveways to be constructed on SR 99
be well marked with yellow painted curb returns, and reinforced by directional signing (if
allowed by City code). In addition, the project sponsor may consider repainting the white
fog line on the east side of SR 99 along the length of the project site's frontage. The wide
shoulder on the east side of SR 99 acts essentially as a deceleration lane for vehicles
entering the K-Mart site. A highly visible fog line will serve to reinforce this lane.
23
Manufacture one complete set channel letters on exposed raceway.
Black Returns, Black Trimcap, White Acrylic faces with Black outline vinyl.
For the Taiwan map is Translucent Red vinyl
Illumination with 12 volt white LED/ 60 watt power supply.
Go es with UL listed. and apppyed.
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DEVELOPME�'N'fSEF-,'V"iCESC)Ti-
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CITY OF EDMONDS
1215 th Avenue North, Edmonds WA 98020
Phone: 425.771.0220 * Fax: 425.771.0221 9 Web: www.edmondswa.us
DEVELOPMENT SERVICES DEPARTMENT * PLANNING DIVISION
Cn
ADMINISTRATIVE DESIGN REVIEW
M
To: Street file for 22511 Highway 99 (Ranch 99) M
From: Mike Clugston, AICP, Associates'Planner
aim
Date: January 23, 2014 Q�
Subject., Administrative Design Review STAFF DECISION for BLD20131046 M
BLD20131046 Project Proposal
Wells Fargo is proposing a stand-alone, drive -through ATM near the northwestern corner of the
existing Ranch 99 site adjacent to the intersection of Highway 99 and 224 th Street. Fifteen
parking stalls will be eliminated as part of the project but the site would still have ample
parking. New landscaping will be provided in the area around the drive -through replacing
existing asphalt and supplementing existing landscaping in the area.
Property Owner
Franklin -Edmonds, LLC (Wells Fargo)
15015 Main Street, Suite 203
Bellevue, WA 98007
Applicant
Arrie Oliver
US Permit
1i7 Hurt Drive
Smyrna, GA 30082
Design Review Process
As part of the City's review of the building permit referenced above, staff design review was
required pursuant to Chapter 20.10 of the Edmonds Communit y Development Code (ECDC).
Such design review is considered a Type I staff decision subject to the requirements of ECDC
20.01.003. 1.
The site is located within the General Commercial "CG" zone, which is subject to district -based
design review. Pursuant to ECDC 20.12.030, staff must enter findings that the proposal is
consistent with zoning ordinance as well as relevant district -specific design objectives contained
in the City's Comprehensive Plan. Because this is a small project at the corner of a much larger.
site that has already been developed, complete design compliance like would be required for a
newly developed site cannot be achieved since the existing site uses design elements which do
not meet current requirements. For infill projects like this,-tKe intent is to have the new
Page I of 5
development meet current code while blending it in with the existing developed site and while
trying to improve the aesthetic and physical environment along Highway 99.
Findings & Conclusions
1. Scope. This design review applies to the proposed Wells Fargo drive -through ATM and
related structures, signage, and landscaping near the northwest corner of the existing
Ranch 99 site.
2. Environment. The project was determined to be exempt from the State Environmental
Policy Act (SEPA) under WAC 197-11-800(3).
3. Site development standards (ECDC 16.60.020.A)
A. Setbacks. There is a required 4-foot street setback which must be fully landscaped. The
proposed ATM pad is set back approximately 6.5 feet from the street property line at
the corner of Highway 99 and 224 th Street and the entire setback area is already
landscaped (Sheet LI).
B. Height. The maximum height of the zone is 60 feet. The proposed ATM is nearly 10 feet
tall and the associated vehicle height detector (VDH) is about the same (Sheets Di and
D2).
4. Parking (ECDC 17.50)
No parking stalls are required for a drive -through only use where there are no on -site
employees (unlike a drive -through espresso stand or a restaurant/bank that has a drive -
through component). Fifteen parking spaces for the existing Ranch 99 site will be
eliminated as part of this project; however, the site will still have an excess of 66 parking
stalls based on a March 2013 count provided by the owner of the site (368 stalls
required/434 stalls remain if the subject project is completed).
S. Design review by staff (ECDC 20.12.030.13)
A. Zoning Ordinance
1. ECDC 16.60 —Design Standards for the CG/CG2 Zones
There are several CG zone design standard that apply to the proposed project:
a. ECDC 16.60.030.A— Screening and Buffering, General.
(1)(e). "All parking lots are required to provide Type V interior landscaping."
The newly created landscaping strip between the parking lot and the drive-,
through lane is considered to be within the parking lot and therefore
requires Type V landscaping. The area is 4 feet wide and in excess of 150
square feet as required in ECDC 20.13.030.E.2.a (Sheet 1-1). A 2-inch caliper
Sweet Gum tree is proposed for the area along with shrubs, ground covers
and bark which is similar to what already exists at that corner of the Ranch
99 site.
Page 2 of 5
b. ECDC 16.60.030.A — Screening and Buffering, Parking Lots Abutting Streets
1) (2)(a). "Type IV landscaping, minimum fourfeet wide, is required along all
streetfrontages." The existing landscaping on the exterior of the site
conforms fairly well with the Type IV requirement. Additional new
landscaping will be added to the exterior of the site in small areas adjacent to
the proposed drive -through lane which are currently covered by asphalt
(Sheet Ll).
c. ECDC 16.60.030.13 —Access and Parking
1) (5). "Drive-throughfacilities such as, but not limited to, banks, cleaners, fast
food, drug stores, espresso stands, etc., shall comply with thefollowing:
a. Drive -through windows and stacking lanes shall not be located along
thefacades of the building thatface a street.
b. Drive -through speakers shall not be audible off -site.
c. Only one direct entrance or exitfrom the drive -through shall be allowed
as a separate curb cut onto an adjoining street. All remaining direct
entranceslexits to the drive -through shall be internal to the site."
The drive -through aisle of the proposed ATM is internal to the structure
(Sheet A2.1) and no new curb cuts are created (Sheet A1.0). A condition will
be added regarding the drive -through speakers.
d. ECDC 16.60.030.0 —Site Design and Layout, Lighting
1) (3)(a). "All lighting shall be shielded and directed awayfrom adjacent parcels.
This may be achieved through lower poles at the property lines andlorfull
"'cut off"fixtures." The two proposed lights will use full cutoff fixtures (Sheet
A2.1). All lighting must, meet current Energy Code requirements.
2) (3)(b). "Parking lots shall have lighting poles with a maximum of 25 feet in
height." The height of each of the proposed light poles is 20 feet (Sheet,
Al2. 1).
B. Design Guidelines
1. Designation — Corridor Development within the Highway 99 Corridor and
Medical/Highway 99 Activity Center overlays. Goals and policies for these overlay
areas are located on pages 61 — 67 and are intended to encourage the development
of high quality, well -designed projects that reflect the values of the citizens of
Edmonds.
2. The subject proposal satisfies the i6tent of the following Comprehensive Plan goals
and policies:
a. "Provide for an aesthetically pleasing business and residential community
consisting of a mixed use, pedestrian -friendly atmosphere of attractively
designed and landscaped surroundings and inter -connected development." (page
Page 3 of 5
61)
b. "New development should be allowed and encouraged to develop to the fullest
extent possible while assuring that the design quality and amenities provided
contribute to the overall character and�quality of the corridor." (page 66)
"Route auto traffic to encourage efficient access to new and existing
development while minimizing impacts to surrounding residential,
neighborhoods." (page 66)
6. Landscaping Requirements (ECDC 20.13)
As discussed above in Section (5)(A)(1)(a-b), the proposed infill landscaping shown on Sheet
Ll satisfies code requirements in ECDC 20.13. The additional amount of Type IV landscaping
on the exterior of the site will serve to buffer the use from Highway 99 and 224th Street and
the planter separating the ATM drive aisle meets Type V requirements. The new
landscaping will be irrigated by tying into the existing system.
7. Signs (ECDC 20.60)
Three internally illuminated signs are proposed for the stand-alone structure which are
mounted in the canopy above the ATM. As proposed, these are considered to be like wall -
mounted 'boxed cabinet' signs in accordance with ECDC 20.60.005 since light would shine
through the entire sign panel. If light only shined through the lettering, the signs would be
considered to be 'outline cabinet' signs. This is an important distinction because of the total
amount of signage available for the structure.
The total amount of signage for the ATM is 9 square feet (1 square foot of signage per lineal
foot of building frontage — in this case, the width of the concrete pad supporting the ATM,
utility pedestal and bollards). Sheet D2 shows each of the three signs as being 2.6 square
feet (totaling of 7.8 square feet). However, the 2.6 square foot calculation only includes the
lettering rather than the entire illuminated face of the boxed cabinet sign. If the entire sign
face is measured, as is appropriate for a boxed cabinet sign, the total area for the signs
would be approximately 16.8 square feet (5.80 sf + 5.80-sf + 5.19 sf), which is nearly double
the allowed 9 square feet.
If the signs were more like outline cabinet signs, however, they would satisfy the 9 square
foot maximum. An outline cabinet sign, is treated like an individual letter sign where the
area of the sign is calculated based on the actual outlined shape of the sign. This could be
achieved if the red sign background was opaque and only allowed light to shine through the
letters. In the end, it is up to Wells Fargo whether to reduce the overall size of the
proposed sign faces or to rnake the backgrounds opaque in order to meet the 9 square foot
maximum.
The signage, as proposed, meets the height and individual area requirements for wall signs
described in ECDC 20.60.030.
Page 4 of 5'
Decision
As described in this report, staff finds that the proposal is consistent with the zoning ordinance
and design guidelines as required in ECDC 20.12.030.B.2; therefore, the design of the proposed
Wells Fargo drive -through ATM in permit BLD20131046 is APPROVO with the following
conditions:
1) The sign backgrounds shall be opaque except to allow light to shine through only the
letters or each sign face shall be reduced in size in order to comply with the maximum
amount of signage for the structure.
2) The bronze (tan) color of the ATM surround and the utility pedestal shall match.
3) All lighting must satisfy 2012 Washington State Energy Code requirements.
4) Drive -through speakers shall not be audible off -site.
I have reviewed the application for compliance with the Edmonds Community Development
Code.
Mike Clugston, Associate Planner
Appeals
January 23, 2014
Date
Design review decisions by staff are only appealable to the extent that the applicable building
permit or development approval is an appealable decision under the provisions of the ECDC.
Design review by staff is not in itself an appealable decision.
Attachments
1. Building plan sheets resubmitted January 8, 2014 (Sheets AO.0, A1.0, A2.1, DI, D2, D3 and Ll)
Page 5 of 5
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site address:
EDMOND 99 RANCH MARKET
SHISEDO COSMETICS -
22511 Highway 99, suite;#109
Edmonds, WA 98026
(425) 775MM
OV' E b4f
Certi cate of.0cc"u-pan
Buflding Division'
",4-C7 WIS-9 Vj
This certificate is issued in accordance with die. requirements of Section 111 of the 12 International Building Code certifying
that at the time of issuance diis structure was . m:comphance with the applicable provisions of the -codes and ordinances of the
city'regulating construction and use of buildings'.
Description: 71 - Tenant Improvement
Occupant: LOOKING FOR CHAI
Site Address: 22511 HIGHWAY 99 #100,.EDMONDS
Construction Type: VB-SPRINK
Owner: TWA. SUPER MARKETS
6363 REGION-AVE
BUENA PARKS,CA 90620
B Iding.Qfficial
Permit No: BLD20130812
Parcel NO: .'27042900807400
Occupant Load:+�- 54
Occupancy Group: A-2
POST IN A CONSPICUOUS PLACE
12/03/2013
Date Issued
to"IrREET FILE
PLANNING DATA
-- Si
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Name.
Date-
(2/
Site Address: -In 611 )A � -.\,L&Ly 99 1 on
Plan Check 9: P
Project Description: \J I
Reduced Site Plan Provided: � �ES NO) Zoning:
Comprehensive Plan Designatio,
99 L�6dor_
Map Page: ).J
C( ter �Lot: NO)
I
Flag Lot: (YES
___
ADB File ff (or date waived):
RIA,
TOTAL Area per Type of
Allowed in
Matrix
Allowed
TOTAL sign
Type of Sign
zone'?
conditions
area per
Unit
area
allowed for
Proposed
met?
unit
sign area
this sign
Example
Wall wlintemal
111UMinoobn
Yes With
candItIons
Yes
sq. ItIllneal
/t. attached
41 ft. attached
Wa//
41 5qume feet
20 -quare f
eet
Wa/1
Sign # 1
\4
A.
N /A
e
q(; st.
20 f W.
Sign 92
PC
Sign #3
TOTAL Sign A;;� f0r(rel7anLlite
Max Permitted:
Previous Total:
�^r�p
Toposed Total:'
5ign t
Sign Type:
Max Permitted: 1q, De. ��e_ Vi Actual Height: 6�p
C.-r- �� Alt-*- 16
Sign Type:
Max Permitted: JActual Height:
Sign Type:
Max Permitted: Actual Height:
:�,�L7 Ligh&7g
Sign Type:
Proposed-
1.1"
Allowed in Zone:
Yee.
Sign Type:
Proposed:
Allowed in Zone:
PLANNING DATA STREET
-- Signs --
5�4n Colors
Proposed:
Acceptable? ')Ie-i5—t,
Requires AD 6 Approval?
Sign Location
if freestanding and 3-feet or over (unless a fence) meets setbacks?
tree
-��ide:
Sid�
Side:
I
ear -
ActualSetbacks
Street:
Side:
- - ---------------------
Rear'
m�,.
Landscaping for Ej�n�di
Size:
Location:
Critical Areas Determination
Study Required
Waiver
Other
Plan Review By-
ANK ANk
STATE OF VASHIVMN
COMY OF $MONISM
on this , day Of o, before we the undersigned,
a Notary Public ra M the S4100" W M" =gtcag Uu 7y"36missionod and sworn,
personally appeared and
ro me MM ro YA 1;7rr im mry C1"** reopealvery. V wo
CM b7 m1m, amporationthat *ftou"4 ths, foregoing Instrument $04
acknowledged the, said Lostruniont to be the fro* and volustoT act and do*4 of said
corporation# for the uses and purposes, thersim motimedt and co oath stated -tbat
th" are authorized to eximauto the "L4 instrument and that the, *"I affixed is the
oorporsto seal of said corporiation,
WITNESS my band and official goal her*to affixed the 44W and year first above
written.
Yffm ME Is a"501 Tow- TF; I ma*
of Washingtong residing at
r::3
4. The easetment contained within the Ordinance vacating
a portion of Oliver Lane, recorded July 11o, 1966,
under Auditor's File No. 1680722, !togother with all
rights reserved by the City of Rdmonds withlik said
Ordinance.
RESOLVED this 19th day of S*pt*Mbor, IW.
APPROM, 3
OMM i6aw"T"W"t WON
ATTESTs
xx
CITY CLxRK
FILED WITH TRE CITY CLM# September 19, 1967.
This -1 G an t copy of the original filed.jfh'the Auditor's Office.
Audii U.... 147, PafT�e 21 ff�cial Recorcls)
Recorded September 26, 1967.
QUIT CLAIM DEED
THE GRANTOR, THE CITY OF EDHONDS9 a municipal corporation,, for and in
consideration of one dollar and mutual benefit does hereby convey and quit claim
to Edmonds Commercial Development Company, a partnership, the easements over,
under, upon and across the folloving described real estate,, situated In tba SW 1/49
SW 1/4, Section 29, T27NO R4E9 WA, in the COuntY Of Snohomish, State of Washington,
each more particularly described as followst
1. The permanent easement granted July 11, 1962, by James 11. Deming
and Florence E. Doming, his wifeg to tha City oftdmonds, a
municipal corporation, for storm sewer line over west 5.00 feet
of south 75,00 feet, together with south 10,00 feet of west 170,00
feet of east half of northwest quarter of the southwest quarter
of the southwest quarter of said Section 29, by Instrument r-tcvr-dvd
January 28, 1963, under Auditor's File No, 1588266,
2* The permanent easement for storm sewer over, across, througf)
and below the east 5.00 fact of south 132 feet of west half
of northwest quarter of the southwest quarter of the soutbwast
quarter of said Section 29, granted July 11, 1962, to the City of
Edmonds by instrument recorded January 23, 1963, under Auditor's
File No. 1588268.
3* The permanent easement granted July 18, 1962. for storm sewer
by Loretta He Holmes to the City of Edmonds, a municipal corpora-
tion, over the east 10 feet of north 132 feet of the west half of
the southwest quarter of the southwest quarter of the southwest
quarter of said Section 29; recorded January 28,, 1953, under
Auditor's File No* 1588213, and similar easement granted by Ban
Agor by Instrument recorded August 15, 1962, under Auditoris rile
No. 1588214.
4. The easement contained within the Ordinance vacati.-F, a portion
of Oliver Lane, recorded July 11v 1966, under Auditor's File
No. 18807229 together with all rights reserved by -the City of
Edmonds within said Ordinance.
The within conveyance Is made pursuant to Resolution No, 160 ditted
Sutember 19, 1967 passed by the Edmonds City Council.
IN WITNESS WHEREOF,, said corporation has caused this instrumert to be
executed
by its
proper
officers and its corporate seal to be herewith affixed
this
,.� -i --_�
day
-
of 1967.
C11'Y OF EDMONDS
(77,,_,_C_Nrk
STAT& or wmixumox
fvtomy or rinmomisf,
01� this -X-ef� day of 2 before me, the un,'--1Urs'Lgned,
y the -6ta 'a-TI—asWI-rti—on—,
a Notery Puhli� 'in Tu-1yeomn.1st4pned ard Orn
pers9nall), appeared and c e-e,,A
-- 971 el -" 'e "� ;Eo me known to be Mayor and City Clark, respectively
CITY—OFTDONDS, tre corporation that executed the foregoing instrument and
acknowledzed the said instrument to be the free and voluntary act and deed of said
corporation, for the uses and purposes therein mentioned, and, on nath stated that
they ��re authorized to execute the 3aid Instrument and that the seal affixed is the
corporate sea), of vaid corporation.
WITRCSS my hand and official seal hersto affixed the day and year first above
written.
V TARY MEN 1-n-and tar the�State
of Washington, residing a;
QUIT CLAIM DEED
THE GRANTORI THE CITY OF EDMONDS,, A MUNICIPAL CORPORATION, FOR AND IN
CONSIDERATION OF ONE DOLLAR AND MUTUAL BENEFIT DOES HEREBY CONVEY AND QUIT CLAIM
To EDMONDS COMMERCIAL DEVELOPMENT COMPANY, A PARTNERSHIP, THE EASEMENTS OVER,
UNDER, UPON AND ACROSS THE FOLLOWING DESCRIBED REAL ESTATEY SITUATED IN THE SW4L.1
SW41, SECTION 29, T27N, R4E, W.M. IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON,
EACH MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE PERMANENT EASEMENT GRANTED JULY 11, 1962, BY JAMES
H. DEMING AND FLORENCE E. DEMING, HIS WIFE, TO THE CITY
OF EDMONDS, A MUNICIPAL CORPORATION, FOR STORM SEWER
LINE OVER WEST 5.00 FEET OF SOUTH 75.00 FEET, TOGETHER
WITH SOUTH 10.00 FEET OF WEST 170.00 FEET OFSEAST HALF
OF NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTH-
WEST QUARTER OF SAID SECTION 29, BY INSTRUMENT RECORDED
JANUARY 28, 1963, UNDER AUDITOR'S FILE No. 1588266.
2. THE PERMANENT EASEMENT FOR STORM SEWER OVERV ACROSS, THROUGH
AND BELOW THE EAST 5.00 FEET OF SOUTH 132 FEET OF WEST HALF
OF NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SAID SECTION 29, GRANTED JULY 11, 1962, TO THE
CITY OF EDMONDS BY INSTRUMENT RECORDED JANUARY 23, 1963,
UNDER AUDITOR'S FILE No. 1588268.
3. THE PERMANENT EASEMENT GRANTED JULY 18, 1962, FOR STORM
SEWER BY LORETTA M. HOLMES TO THE CITY OF EDMONDSY A MUNI-
CIPAL CORPORATION, OVER THE EAST 10 FEET OF NORTH 132 FEET
OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 29; RECORDED
JANUARY 28.1 1963, UNDER AUDITOR'S FILE No. 1588213, AND
SIMILAR EASEMENT GRANTED BY BEN AGOR BY INSTRUMENT RECORDED
AUGUST 15, 1962, UNDER AUDITOR'S FILE No. 1588214.
4. THE EASEMENT CONTAINED WITHIN THE ORDINANCE VACATING A PORTION
OF OLIVER LANE, RECORDED JULY 11, 1966, UNDER AUDITOR'S FILE
No. 1880722,, TOGETHER WITH ALL RIGHTS RESERVED BY THE CITY OF
EDMONDS WITHIN SAID ORDINANCE.
THE WITHIN CONVEYANCE IS MADE PURSUANT TO ORDINANCE NO*
DATED PASSED BY THE EDMONDS CITY COUNCIL*
IN WITNESS WHEREOFJ% SAID CORPORATION HAS CAUSED THIS INSTRUMENT TO BE
EXECUTED BY ITS PROPER OFFICERS AND ITS CORPORATE SEAL TO BE HEREWITH AFFIXED
THIS DAY OF I . 1966.
CITY OF EDMONDS
BY
MAYOR
BY
CITY CLERK
0.1 .- 0
STATE OF WASHINGTON
) ss
COUNTY OF SNOHOMISH )
ON THIS DAY OF , BEFORE ME, THE UNDERSIGNED
A NOTARY PUBLIC IN AND FOR THE TE OF WASHINGTON, DULY -COMMISSIONED AND SWORN,
PERSONALLY APPEARED AND
TO ME KNOWN TO BE MAYOR AND CITY CLERK, RESPECTIVELY., OF
THE CITY OF EDMONDS) THE CORPORATION THAT EXECUTED THE' FOREGOING INSTRUMENT AND
ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID
CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT
THEY ARE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE
CORPORATE SEAL OF SAID CORPORATION
WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST
ABOVE WRITTENe
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON, RESIDING AT
DATE RECEIVED
PERMIT EXPIRES
CITY OF EDMONDS
ERMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
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BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
Grading
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
W PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
PERMIT LIMIT: SEE ECDC 19.00,005(A)(6)
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
to 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Fire Review
Plan
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Total
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I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT;AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
receipt is acknowledged in space provided.
WORKMEN'S COMPENSAT��NCE AND IRCW 118:27�/
C S11 LIFE DATE
SIGNATURE (OWNER
OAT ;I NED
(42 5)
-7
/ M)6
771-0220
ED BY DATE
ATTENT&N'
EXT. 1333
MEA
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
L111 ffF f -3ma
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI-
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 If IBC110 I IRC110.
ORIGINAL -FILE YELLOW 'NSI1(CTnR
PINK -OWNER - GOLD - ASSESSOR
DATE RECEIVED
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VALUATION
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SEPARATE PERMISSION. Engr. Review
PERMIT APPLICATION: 180DAYS
IL PERMIT UMM I YEAR ' PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
IN INTEREST AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
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DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due
0 1A -_ L
NOR LIMIT IN ANY WAY THE CITYs ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ TH S APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNEIZOR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH C17Y AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Foos are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknovAedged In space provided.
WORKMEWS COMPENSAY
IGNATURE �(OWN "SURANCE AND RCW 18.27. DATE SIGNED (425) &ATURE
Qi4lm
771-0220 !1 Q- r—
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�f-12ZASED;&V
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ATTENTION Off 1333 7, 41 A
IT IS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL 1-fl"11171AW 4 �_/j
INSPECTION HAS BEEN MADE AND APPROVALOR A CERTIFICATE OF OCCU- ORIGINAL - FILE YE:1 I OW - INS R
PANCY HAS BEEN GRANTED. UBC109/IBC110/1RC110. PINK-owNER GOLD. -ASSESSOR
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
RECEIVED
I USE
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
07ER 11E OF BUSINESS
V /0
V 10 Gr,
,
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MAILING ADDRESS
2,7.,'S V P IT 't!>1
CITY ZIP TELEPHONE
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NAME
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NAME
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STATE LICENSE NUMBER EM CHECKED BY
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NUMBER
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UNITS
NUMBER
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PERMIT EXPIRES
PERMIT
NUMBER
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ADDRESS /�Rf5l
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PLAT NAMEISUBDIVISION NO.
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Description - *
FEE
Description
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::�_12�5
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LOT SLOPE %
Building Permit
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PLAN CHECK NO: , q
LtL—
VESTED DATE
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Base Fee
—
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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
Grading
BE DOME ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBILIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Erigr. Review
PERMIT APPLICATION: ISO DAYS
Engr. Inspection
PERMIT UMrP I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
*APPLICAK ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM A14Y AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Fire Inspection
Receipt #
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Landscapelnsp.
Total Amt. Due
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee
Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION
GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND. RCW 18.27.
CALL
FOR INSPECTION
This application Is not a permit until signed by the
B Ilding Official or his/her Deputy: and Fees are paid, and
u receipt Is acknowledged In space provided.
OFFIJIALS PIGNATURE DATE
rlo*y) ,
(425)
771-0220
rNAFU
DATE SIGNED
tot �4!j
RE 49161,
Q /DATEf
ATTENTION I Off 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
ORIGINAL -FILE YELLOW-INSPtCTO
PINK -OWNER GOLD -ASSESSOR
(to& MdrW qq I "' """"
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
HV-00Y HAP� /T+1,WW fAlk
MAILING ADDRESS
1812-o Awom Av�_ OW-10
CITY ZIP TELEPHONE
sf�A� 1 P4.4 IW.; I (lok)33J-2093
NAME
7SE Arz4-44i-T�-rr
ADDRESS
I 2-blo NE 116MST, #lot
CITY TELEPHONE
8011- (4-jd7 481- 66o I
WA96t4"f- q"p I
NAME ICBL#
PERMIT EXPIRES
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ZONE NUMBER
JOB fUITE/APT#
7:"M
ADDRES��6_j/
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PLAT NAME/SUBDIVISION NO. LOT Nq LID NO.
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved CI
Rw Permit Required
Street Use Permit Req'd
EXISTING — PROPOSED
Inspection Required
Sidimalk Required
REQUIRED DEDICATION— FT
Underground
Wiring required 13
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
_,. 7 -7,
YE S 13 NO
Lu
REMARKS
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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ADDRESS
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'4-2471
VALUATION
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ription
FEE
Description
FEE
Plan Check
7
State Surcharge
6 0
HEAT�OURC
GLAZING%
-:LOT SLOPE %
Building Permit-,
City Surcharge
PLAN CHECM z-17A
VESTED DATE
Plumbing'�,,�,'
F-5
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
Grading
t:
Lu
a.
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBUC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPILICATION: 180DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Review
Engr. Inspection
APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
Plan Chk. Deposit
2
0
IN INTEREST. AGREES TO INDEMNIFY; DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.*
Fire Inspection
Receipt #
A V-
Landscapelnsp.
Total Amt. Due
Recording Fee
Receipt #
2
4141
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
1
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSAT103jk4gURANCE AND RCW 18.27.
CALL
FOR INSPECTION
(425)
771-0220.
EXT 1333
This application is not a permit until signed by the
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receipt is acknowledged in space provided.
0 1 G!47T� DATE
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I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
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TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND PICW 18.27.
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OF N lu DATE
DATEJIGNED (425) 1411b, A A
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771-0221 1
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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
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PERMIT APPUCATION: ISO DAYS
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Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
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Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
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1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
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CALL
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
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F THE LABOR C DE,
IN VIOLATION OF THE LABOR C; E OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt Is acknovAedged In space provided.
CE AND RCW 18.27.
WORKMEN'$ COMPENSAMIO INS I
0 ICIALS SIGNATURE DATE
14NER
SIGNATURE (OWNER DATE SIG
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ORIGINAL - FILE YELLOW - INISPEC"TOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
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CITY OF EDMONDS
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THIS PI Z�S.ONLV THi NOTED. THIS PERmrr COVERS WORK TO
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PERMITAPPLICATION: ISO DAYS
IL
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SEE BACK OF PINK PERMIT FOR MORE INFORMATION
�APOLICANT, ON, BEHALF OF HIS,OR I HER . SPOU . BE I , HEIRS,'ASSIGNS AND SUCCESORS
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ALL CLAIMS FOR DAMAGES OF WHATEVER NAT URE, ARISING DIRECTLY OR INDIRECTLY
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I HEREBY.ACKNOWLEDGE THAT 1. HAVE READ THIS APPLICA11ON; THAT THE. INFORMATION
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APPROVAL
GIVEN - IS CORREI:TANDTHATI�AM THE OWNER; OR THE DULY AUTHORIZED AGENT OF
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CALL
This application Is not a permit until signed by the
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Building OfUcLal or his/her Deputy: and Foss are paid, and
AN VIOLATION OF THE 1ABO PE OF THE STATE OF WASHINGTON RELATING TO
' q"C !
FOR INSPECTION
receipt Is acknowledged In space provided.
WORKMEN'S CO MPENPAT12T7NI CE AND RCW 1827. I . . �
OFj*IALS.B19NATURE DATE
'WN
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DATE 'SIGNED
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(425)
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ORIGINAL-FILE YELLOW - INSPECTOR
PINK - OWNER I GOLD - ASSESSOR
mARD - VOU: ARE MAKING 5 COPIES GREEN - ACCOUNTING
ATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
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EXISTING - PROPOSED
Inspection Required
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REQUIRED DEDICATION- FT
Underground
1 wiring required
METER SIZE
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REMARKS
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SEPARATE PERMISSION.
PERMIT APPLICATION: 180DAYS
PERMIT LIMITI YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK Of PINK PERMIT FOR MORE INFORMATION
'APPLICAN'L ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EWLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER- NATURE, ARISING DIRECTLY, . OR INDIRECTLY
FROM THE ISSUANCE OF THis PERMIl' IS , UANCE'OF THIS PERMIT,"'SHALL NOT BE
DEEMED TO MODIFY. WAIVE OR REDUC r
YPREQUIREMENT OF ANY CITY ORDINANCE
LJ4�
NOR LIMIT IN ANY WAY THE CITYS AB To ENFORCE ANY ORDINANCE PROVISION.'
I HEREBY ACKNOWLEDGE THAT I HAVE READ -THdAPPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT;, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT'OK.
THE OWNER. I AGREE TO COMPLY WITH crry-�AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLAT ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
C
WORKMEN!S COMPENSATION INSURANCE AND RCW 18.27.
SIGNED
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FEE Description FEE
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I L4 I — State Surcharge T 550
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Plan Chk. Deposit
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Total Amt. Due
Receipt #
ATION APPROVAL
This a li&iion is not a permit until signed by the
CALL Building 0 lqal.crr his/her Deputy: end Fees are paid, and
FOR INSPECTION receipt Is acknowledged in space provided.
OFFICIALS SIGNATURE DATE
(425)
771-0220
R F 01 Y DATE
All ir-MI1111111.111 - Off 11333 1 -
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL LL2
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
VALUATION
$
Description
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building Permit
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Engr. Review
Engr. Inspection
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Fire Inspection
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ORIGINAL -FILE YELLOW-INSPECTC
PINK -OWNER GOLD -ASSESSOR
GREEN -ACCOUNTING'
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES
A
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REL;EIVED
PERMIT EXPIRES
1INK 1 1
ISE PERMIT
ZONE
CITY OF EDMONDS NUMBER
CONSTRUCTION PEPMIT APPLICATION JOB SUIMAPT#
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E/NAMErF BUSINESS zrs-fl
PLAT NAMFISUBDIVISION 140. LOT NO. LID NO.
-7;; , giAtlept
. 15 MAILING ADDRESS .1 UD FEE $
t4 TESCP Approved
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW permit Required
0 17 Street Use Pennit Rect'd
CITY ZIP TELEPHONE EXISTING — PROPOSED Inspection Required
Sidewalk Required
2, 4�e REQUIRED DEDICATION— Fir un"wound
I,Cdkt4C11,1 JS OA W6 , IT7 wiring r&qWred 13
NAME METER SIZE LINE SIZE NO. OF FIXTURE RV REQUIRED
S YEB 13 NO 13 3
a
ADDRESS REMARKS z
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x OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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0 C/1 5, . " - I-L
0 - 961-04 —
,Cve-w 164 VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND
STATE LICENSE NUMBER EXPIRATI N DATE I CH C D BY EQ'D POSTED
fZ t4jo%-,, A017- ONO 1$
9 -7q & L-_ f _ 0<
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SEPA REVIEW SIGN AREA HEIGHT
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COMPLIANCE OR
ADD[ . TION 9_COMMERCtAL CHANGE OF USE PVA #A IV,4 z
PARKING LOT AREA�;:OLANNING REVIEWED BY DATE
REMODEL MULTIFAMILY A -SIGN REQ`D PROVIDED
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OTHER ft, 0AW,-4 SAW &i.,
DEMOLISH TANK
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CARPORT ROCKERY E :]',.FfRE ALARM
(TYPE OF USE, BUSINES&OR ACTIYITY) EXPL?P��; - : ' ' a() CHECKED. CONS ION jqD1 OCCUPANT
- ��, ' 's 4e_P_?e(r,_/
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-NUMBER WUMBER & t7 fU
1 CRITICAL SPECIAL INSPECTION JAREA OCCUPANT
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0 STORIES UNITS NUMBER REQUIRED [] Y LOAD
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REMARKS
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PROGRESS INSPECTIONS PER UBC I 08/FINAL INSPECTION REaD 9
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t.FEE Description FEE
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uilding Permit City Surcharge
'f; VE8�1` E
'HECK NO- .,kD: PAT P urnbing
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK.NOTED. THIS POR111111T COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY.' CON7111 ONTHEPUBILIC
I rMa Eps, WILL REQUIRE
DOMAIN (CURBS, SIDEWALKS, DRWEWAT E 1� Grading
SION
SEP"TE PERMISSION.
L
Engr. Review
PEMrr APPIUCATION: IN DAYS
PERMIT UMrP I YEAR - PROVIIJ)ED WORK IS STAR I ED WITHIN ISO DAIJ& &gr. llnspe�tion
SEE BACK OF PINK -PERMIT FOR MORE INFORMATION
Fire eview
'APPLICAIg ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND-'S6cc,16oF§,j Plii#Chk. Deposit
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOCDkLARMLESSTAE qrry F, it
FRQ.yjt.W, A"t
a EDMONDS; HIN ITS OFFICIALS. EMPLOYEES. AND A E N% ire InspeAort Receipt #
C MS R ES OF WHATEVER NATURE, AFUS DIRE INDIRECTLY
I FROM E UANCE OF THIS PERMIT. ISSUANCE OF IS PERM, LL NOT BE. '_161
Laridsbqpe Insp.
!3 DEEMED TO M, DIFY: WAIVE OR REDUCE ANY REQUIREM F ORDINANCE k Total Amt. Due
0 NOR LIMIT IN WAY THE cays ABILITY TO ENFORC* ANY ORDINANCE PROVISION."
'kFee
i.hecorkin - Receipt# L
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPUCATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
T THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit Until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or lits/her Dep*:,and Fees are paid, and
IN VIOLATION OF THE LABO&4QDE OF THE STATE OF WASHINGTON RELATING TO. FOR INSPECTION receipt Is acknovAedgeb in space provided.
,AWEN!S.j�DMPENSA11,9�SUhtNCE AND RCW.16.27.
OFP5)ALS SIG94ATURE DATE
I HEREW
GIVEN I
H OM
TI N. Ah
IN VIOU
W E
SI NATUS46,w ER 0 E DkE SIGNE
(425
M/01
__77`7__ 771 -0 2220 -RfLEASXD�BY
ATTENTION..-.,,----,-
Y A—B—ZLDIZ �OR STRUCTUR�EUNTI�L�
IT IS UNLAWFUL TO USE OR OCCUP kt�( , _j
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
'Adfik V/
Permit No:
City of Edmonds *
RIGHT-OF-WAY CONSTRUCTION PERMIT. Issue Date:
A. Address or Vicinity of
B. Type of Work (be spec
C. Contractor: ,4'ontact:
Mailing Address: 7,-�O ff
�'Azrgone:
StateLicense#: 2W)l i ' Insurance: Bond: S
iu
D. Building Permit # (if applicable):. ide Sewer Permit # (if applicable):
E. Commercial El Subdivision
Multi -Family El Single Family
INSPECTOR: w
[] City Project E] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
E] Other
F.- PAVEMENT CUT: YES NO SIZE OF CUT
CONCRETE CUT: YES El NO 5m-
14t au 0
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds 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 W!LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required 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 -
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 ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date: �-A_
(Contracto"r ar Agent)
FOR CITY USE ONLY t
Approved by:. .4L-2:-.,- / Right-of-way Fee: 10
Time Authorized: Void After IV &V Disruption Fee/Fund 111:
Special Conditions: (,,i4JQUT ff�U . ee:
e!f40�2 fTW5;� Restoration F
c, 4��" i!*�O - Su�� AIWWOO —Vonfrie, Total Fee: 115�,
4&4., iw ALJ., ReeeiptNo:
VE_�-Oaa -z�r' sr -M 6-n, Issuediby:
V
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. (Tillba-4- DATE:
Inspector's Signature
I For inspection requirements see Engineering Inspection Information handout. I
I
NO WOIZK SUIALL 111, GIN MUM TO 14AZMIT ISSUANCE
DAMy Documents\Forms\Engmg\ROWpermit—.dc>c
DATE RECEIVED
PERMIT EXPIRES
CITY OF EDMONDS
PERMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB
UITE/APT#
ADDRESS -s- 9'?
/S1
OW ER A El AM;
PLAT NAME/SUBDIViSION NO.
LOT NO.
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L D NO.
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MAILING ADDRESS if
3
TESCP Appro�ed
[3
5'11 /4)v
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
13
.72.
EXISTING- PROPOSED
RW Permit Required
Street Use Permit Required
inspection Required
13
C3
0
CITY
7ELEPHONE
jz,Pd2z,,
Sidewalk Required
Underground
E3
REQUIRED DEDICATION FT
Wiring required
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YESU NoI3
3
ADDRESS
REMARKS
U!
LLI
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE
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CITY ZIP ITELEPHONE
NAME
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RESIDENTIAL
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REQUIRED SETBACKS (FT.
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Er COMMERCIAL
COMPLIANCE OR
ALLOWED
PROPOSED
FRONT SID
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NT L/RSIDE REAR
ElADDITION
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M MIXED USE
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SIGN
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PLANNING REVIEWED BY DATE
44
El REPAIR GRADING FENCE
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4
CYOS ( X FT.)
REMARKS
El DEMOLISH TANK 13 OTHER
GARAGE RETAINING WALL FIRE SPRINKLER
CARPORT 1:1
ROCKERY FIRE ALARM
r- (TYPE OF, USE,,BUSIN�S,% OR ACTIVITY50FIAIN,
TYPE�r
C
OCCUPANT
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;7
1
GROUP
NUMBER
NUMBER OF
OF
DWELLING
SPECIAL INSPECTION
CONSULTANT
OCCUPANT
0 STORIES
UNITS
REQU iRED 13 Yi
LOAD
.DESCRIBE WORK TO BE DONE
REMAQ`
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ST'kdSjUAAlfTE SIGN
BY:
OJA Q,_ V
VALUATION
Description
FEE
Description
FEE
Plan Check
State
Surcharge
HEAT SOURCE
LOT SLOPE%
VESTED DATE
Building Permit
City
Surcharge
h5
PLANICHECK NO-
Plumbing
Base
Fee
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
Grading
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
PERMIT LIMIT: SEE ECDC 19.00.005(A)(6)
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
IC
*APPL CANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESSORS
Fire Review
Plan
Chk. Deposit
1.161 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_1
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
0:
Fire Inspection
Receipt
#
< ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
X FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
a
_j DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Landscapelnsp.
Total
Amt. Due
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee
Receipt
#
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION
APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
receipt is acknowledged in space provided.
WOR!�IAENIAQ��PENSATION INSURANCE AND RCW 18:27.
—GfFIMLS SIGNATUA
SIGNATURE(O ERO, ENT)::
DA7 t/D
(425)
A JATE
() a Nolt 0 L1
A Y,!4 /I v-
771-0220(
_x h-1 j
/7
RISEP BY y DAT
ATTENTION `
EXT. 130.2
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI.
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 If IRC110.
ORIGINAL - FILE - YELLOW - INSPECT/R
PINK -OWNER GOLD - ASSESSOR
10/04 PRESS HARD -YOU ARE MAKING 4 -COPIES
city
Permit No:2
of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: kw
A. Address or Vicinity of Construction: "t 9 'C, AJC Ck PLY-. e
B. Type of Work (be specific)
%'T CA Of, A-, &I lc� of 01!t 10
C. Contractor: S'A..) CAI 00A 4'N L-N 0
Mailing Address: PL�, 6 r,3 �r I 1677'
A
State License #:
D. Building Permit # (if applicable)-
E. Commercial 9Sidb ivision E
Multi -Family. Single Family E
INSPECTOR:
F. PAVEMENT CUT: E],YES, NO
I
CONCRETE CUT: YES NO
Contdct..'
'R3 - 4,-/1:7
Liability Insurance: ondp$
Side Sewer Permit # (if applicable):
3.2--) � o,.�
City Project
.2"' EQ�VERIZON, PSE, AT& T, OVWD)
Other
G. SIZE OF CUT x
INDEMNITY.- Applicant understands by his/her 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
I
Edmonds 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 FOLLOW[NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT 97LL BEPROCESSED FOR ISSUANCE TO THEAPPLIC4NT,
Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Evkry
fiagger must be trained as required by (WAC) 296-155-305 and, must have certification verifying completion o f t lie
required 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�
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 ABOVE STA TEMENTS ' AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A TALL TIMES FOR INSPECT,1614
Signature:
'a
i6 r
A � I Date: 3 /0
(Conlractor oAgent)
i
Approved by: 71 MT (MMT6LL, MOVdia 11 2J_514-1 4C
Time Authorized.-V,oid- After (0 � 0-4 �- � �
Special Conditions: WmAIMW -Tr*W(_ :T-'O�J So
Mght-ofway Fee: ' 10 ' 't
Disruption Fee/Fund 111:
Restoration Fee:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Pho e 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. 66:2� 7c,.,_, DATE:
Inspector's SignatAre
For inspection requirements see Engineering Inspection Information handout.
INO WOIZ041ALL 13F,,(;IN 1'1Z101ZA'0,rlAZMlT ISSIJANCI,--
DAMy Documents\Forms\Engnmg\ROWpermit_.doc
Jr— -
City of Edmonds Permit No:
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: _'3_7c2— 63
A. Address or Vicinity of
C. 4Contractor: If YJ
k,& C_ Y\ -T
Contact:\, )U Q10,
. I
fC 1k.- T- Ckl-1 t f LZ-%_:�
Mailing Address: �)_yj
�5AG i�,q b- -L, J7];_0Jf&hone:_,
C) ca - F,
C5L
State License Ll-t
Liability In , surance:
Bond:,
D. Building Permit # (if ap'licable):
P
A Side Sewe'r,Permit # (if applicable):
!fJC
Z,
E. E] Commercial
El SubdiVision
El City Project'F] (PUD, VERIZ4,/1PrS_E, A95, OVWD)
Fj Multi-FamilN E:1 Single Family
[_1 Other. I .
�ii , ! 1, �
11
INSPF,CTOR:
L tc,
F. PAVEMENT CUT: El YES El NO G. SIZE OF CUT x
CONCRETE CUT: YES 0 NO
AN'LICAN'r TO IWAI) ANI) SIGN
!N"]�ITY: Applicant understands by.his1her signature to this application helshe holds.,the City'of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen & unforeseen, that may belmade against the City of
Edmonds & 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 WORAMANSHIP'AAD MATERIALS FOR'A 'PERIOD OF ONE YEAR FOLL007NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK 'ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public safety shall be in accordance with City r egulations as required by the City Engineer.. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training ifi their possession.
* Restoration is to 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 ABOVE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA TI MUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature:
(Contractor or Agent)
FOR CITY USE ONLY
Approved by:. �s AIr"(1to 0 ie�
Time Authorized: Void After -S
Special Conditions: :fgM(_ CONJeOL "AWO
Date: 4 - �- - 0 -�
Right-of-way Fee: 4A4
- W
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee:
Receipt No,�
Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Pho e 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:R150c�
I 'TSigna4e
Inspector
For inspection. requirements see.Engineering inspection information handout.
iT IS S U A N C
DAMy Documents\Forms\Engm-ng\ROWpirmit_.doe
W. 1 01"
QUIT CLAIM DEED
THE GRANTOR9 THE CITY OF EDMONDS, a municipal corporations for and in
consideration of one dollar and mutual benefit does hereby convey and quit claim
to Edmonds Cownrcial Development Companyo a partnership, the easoments over,
under, upon and across the following described real estate, situated In the SW 1/40
SW 1/49 Section 299 T27N9 R4E9 W,M. in the County of Snohomish, State of Washington,
each more part1cularly descrLbod as followas
11 The permanent easement granted July 11, 19629 by James H. Doming
and Florence E. Doming, his wife,, to the City of Edmonds, a
municipal corporation, for storm sewer line over west 5,00 feet
of south 75,00 feet, together with south 10.00 feet of west 170.00
feet of east half of northwest quarter of the southwest quarter
of the southwest quarter of said Section 29, by instrument recorded
January 28, 1963, under Auditor's rile No, 1588266,
2, The permanent easement for atom sewer over% across, through
and below the east 5.00 fact of south 132 feet of west half
of northwest quarter of the southwest quarter of the southwest
quarter of said Section 299 granted July 11, 1962, to the City of
Edmonds by Instrument recorded January 23, 1963, under Auditor's
FL19 No, 1588268.
3. The permanent easement granted July 18, 19626 for storm sewer
by Loretta M., Holmes to the City of Edmonds, a municipal corpora.
tion, over the east 10 foot of north 132 feet of the west half of
the southwest quarter of the southwest quarter of the southwest
quarter of said Section 29; recorded January 28, 1963, under
Auditor's File No* 1588213, and similar easement granted by Ban
Agar by instrument recorded August 15,, 1962, under Auditor's File
No. 1588214.
4e The easement contained within the Ordinance vacating a portion
of Oliver Lane, recorJod July 11, 1966s under Auditor0s File
No* 1880722, together with all rights reserved by the City of
Edmonds within said Ordinance.
The within conveyance is mado pursuant to Resolution No, 160 dated
S!gtomber 19, 1967 passed by the Edmonds City Council,
IN WITNESS WHEREOF,, said corporation has caused this instrument to be
executed by its proper officers and its corporate seal to be herewith affixed
this day of 9 1967.
CITY OF EDMONDS
BY,
Mayor
BY
City Clark
Sl";�ZET F41,
UTILITY EASEMENT
THE UNDERSIGNED GRANTOR, EDMONDS COMMERCIAL DEVELDIVITI CnMPANY,
A PARTNERS H I P, FOR AND IN CONS I DEnAT ION OF ONE DOLLAR (01 .00) AND OTHER
GOOD AND VALUABLE CONSIDERWON IN HAND PAID, THE RECEIPT OF WHICH 15
HEREBY ACKNOWLEDGED, DOES HEREBY GRANT, CONVEY AND TRANSFER UNTO THE
CITY OF EDMONDS, A MUNICIPAL CORPORATION, A PERMANENT EASEMENT, INCLUDING
THE PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTER DESCRIBED
AT ANY TIME THAT IT MAY SEEM FIT) AND CONSTRUCT, MAINTAIN, REPAIR AND
OPERATE MUNICIPAL UTILITIES OVER) ACROSS, THROUGH AND UNDER THE LANDS
HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OR IRCNCHCS FOR THE LOCATION OF PIPELINES AND/Off MAINS) AND
THE FURIHKN RIGHT 10 RpmoVE TREES, BUSHES, UNDCRGPOWTH ANP OTnPP 00STNUC-
11ONq INIFNKKNING WITH THU VOCATION, CON11RUCTION AND MAINrrNANCL 01
SAID PIPCLINUN AND/OR MAINS.
THE EASEMENT AND RIGHT-OF-WAY HEREBY GRANTED IS LOCATED IN THE
COUNTY OF SNOHOMISH, STATE OF WASHINGTON) AND IS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 10.00 FEET IN WIDTH BETy;,EN SIDE LINES
AND SIDE LINES EXTENDED, THE CENTER LINE OF WHICH 15
DESCRIBED AS FOLLOWS: COMMENCINC AT THE INTERSECTION
OF THE 5OUTH MARGIN or 4241H ST1017171 S.W. ANn THE FASI
MARGIN or U.S. HIGHWAY 09; THLMCU S 25"18'57" W ALON(�
5Ain EAnl MARGIN, A DISTANCE or 350,80 FEET TO Tnr im
POINT OF UFGINNING; THENCE BJ'41104" �-
., A DISTANCE or
192.25 FEET TO THE TERMINUS OF SAID CENTER LINE.
IN WITNESS WHEREOF, THESE PRESENTS ARE HEREBY SIGNED TH13
0 F.. -7.
_PAY
EDMONDS COMMERCIAL DEVELOPMENT COMP4NY
(A PARTNERSHIP)
BY: ERNEST HAHN BLOC. ASSOCIATES
(A PAR/NEls"k, rAnTNER
BY:
E R M A N
BY: NEWMAN PROPERTIES NO. 3
(A JPA ERSHIP), PARTNER
I
Byi
HARIR"NEWf4AN, JR .
(j
STATE OF CALIFORNI,",
SS
COUNTY OF LOS ANGELES
On A -A
Si�f (,0/ G7 before nae, ;--he t_,jIdors:L,_',n-
ed, a Nouiry PLil)lic in and for SLaL:e, personally
M A I E (,)
appeared known 'co rcie to be one of the
partners of ERNEEST 1-1. HAHN BLDG. ASSOCIATES,- a partner-
ship, said partnership being.known to me to be one of
or T,
the partners L I'DIMONDS COMMERCL-�L DEVELOPNENT COMPANY)
the partnership it:haL: execuLed the within ins1:rLII_1cnL and
acknowledl.'ed to 1-'Ie LhaL he CxCCuL(1_d -11-ic same as a parL-
-irsL above named, i:hat s�id 1)arL-
ner of.' the pari:iiership f 1.1
nership,, executed the same as a partner of said ED14ONDS
COI.,=-RCIAL DEVELOP1,1ENT COMPANY, and that said last named
partnership executed the same.
WITNESS my hand and of ficial, seal.
b L A
HEABERT W. STOLTENBERG! .... .......
....... ............. . ... . ....
�y Commission Expires March 1, .1930 1 HEUERT W. STOL EN'8*E'R'G"j
STt.TE OF CALIF0111,11A T
I NOIAIII PUBLIC -CALIFORNIA
SS I
COUNTY OF LOS ANGELES� PRINCIPAL OFFICE IN
LOS ANGELES COUNry
On Je' ... . ..... .... ............... ...........
before me, the i Ea., 3
a Notary Public in and for said State, personally appear-
ed HARPY NEUMAN, JR. . known to me to be One of the part-
ners of- NEVTM�kN P11OPE"RTIES NO. 3, a partnership, said part-
nersliip being I'Mow'Ll to ine to be one of Lhe partners of
EUMONDS C01,11ERCIAL DEVELOPH',INT COMPANY, the parLnership
'Eftiat. executed L-he within insLrurnenL: and acknowledged to
me that he executed t-he same as a partner of the partner -
Snip Eirs�_ above named, that said parL'-nership executed
�he samc as a p,'Lrt-ner of said E'DINiONDS C01-212RCIAL DEVELOP-
001,'i1'A1!Y, ,,rid !:hat: ,:;aid ii.-.imed pot.r�ner.,-,hip ox-
ectiLed the sal-fic.
�'j �- - N - 4
............................ _.CT%2",5 ... of.17icial seal.
H rR 8 fr? T W. oo I'0 L T E iN 8 E R G
C CAL IF OR N I A
No rARY PUBLI
'1N('IPAL OFFICE ;N
HERBERT W. STOLTENBERG
LUS AN(;F.LLS coijwy
................... ....... ...............
.......... I., ............................ My Commission Expires March 1, 19M
plla� X
=Ali Z.4 I, fowibj.'� tL'ij �q 6i'l';Li a tL- '�;i il�n Lle .I..; —,an
UTILITY EASEMENT
THU UN0VnnInNI00 GRANTOR, EomnNDS COMMERCIAL DEVELOPMENT COMPANY,.
A PANINCROHIP, FOR AND IN CONSIDERATION Or ONE DOLLAR ($1.00) AMD OTUCR
GOOD AND VALUABLE CONSIDERATION IN HAND PAID, THC RECEIPT OF WHICH Is
HEREBY ACKNOWLEDGED, DOES HERCSY GRANT, CONVEY AND TRANSFER UNTO THE
CITY OF EDMONDS, A MUNICIPAL CORPORATIONY A PERMANENT EASEMENT, INCLUD-
ING THE PERPETUAL RIGHT TO ENTER UPON ThE REAL ESTATE HEREINAFTER DES--
CRIBED) AT ANY TIME THAT IT MAY SEEM FIT) AND CONSTRUCT� MAINTAIN,
REPAIR AND OPERATE MUNICIPAL UTILITIES OVER) ACROSS, THROUGH AND UNOER
THE LANDS HEREINAFTER DESCRIBED) TOGETHER WITH THE RIGHT TO EXCAVATE
AND REFILL DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/OR
MAINS, AND THE FURTHER RIGHT TO REMOVE TREES, O=ES, UNDERGROWTH AND
OTHER OUSTHUCTIONO INTERFERING WITH THU LOCATION, CONOTnUCTION ANI-.)
MAINTENANCE OF SAID PIPELINES ANDAR MAINS.
THE EASEMENT AND RIOUT-OF-WAY HEREBY GRANTED 13 LOCATED IN THE
COUNTY OF SNOHOMISH, STATE OF WASHINGTONY AND IS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LIMES
AND SIDE LINES EXTENDED, THE CENTER LINE OF WHICH IS
DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION
OF THE SOUTH MARGIN OF 224TH STREET S.W, AND THE EAST
MARGIN OF U.S. HiCHWAY 99; THENCE S 89'31'29" E, ALONG
SAID SOUTH MARGIN) A DISTANCE OF 84,57 FEET TO THI - -
TRUE POINT OF MINNINn; THENCE 3 16"24'18" W) A Dln�.
TANCC OF 161.27 FEET TO THE TERMINUS OF 5AIn CENTER LINE.
IN WITNESS WHEREOF, THESE PRESENTS ARE HEREDY SIGNED THIS
1)" 1 / 1)
DAY OF 'L
1967.
EDMONDS COMMERCIAL DEVELOPMENT COMPnNY
(A PARTNCPSHIP)
BY: ERNEST T. HAHN BLDG. ASSOCIATES
I
klk PAR 4E TNER
JSHIP), PAR
BY:
JAERMAN"MAIER, PARTNER
BY: NEWMAN PROPERTIES NO. 3
(A RITNERSHIP), PARTNER
R
Y
E'�, MAN, JR.
...........
.. . . ... ....
STATE OF CALIFO:1111\111�1
SS
COUNTY OF LOS ANGELES
On 'oefore me, _he undersign-
c�d, j. No,_ztry Poblic in and for said SL'-aL:c, personally
H jr fj j�Z
appoared known to me to be one of the
part:ners of ERNEST W. I-LMIN BLDG. ASSOCIATES, a partner-
ship, said partnershil,,:) bcinE-,, known to me to be one of
Lhe part-ners of EMIONDS C:01,21'11ERCL'�L DEVELOPHEM C%TANY,
�hc partnership LlaaL exccut�(_,d Lhe within insLruwent and
-tchnowled'o'ed to 1�1(?. LhaL ho c2xccuted the saine as a part -
tier of Lhe firsL above naiiied, Lhat said par',:-
nership execuLed the same Lis a partner of said EDMONDS
COI, RCIAL DEVELOP!-E,:NT and that said last named
partnership ex,-cuted the same.
WITNESS my hand and official seal.
. .. . ...........
HERBERT W. STOLTENBF.
1lERBrRj W, STOLIENURGI
ST11111,11 OF CAIII
'S NOFARY PL18LIC-CALVORN(Ok
COUNTY OF LOS ANGE,'LES� $ PRINCIPAL OFFICE IN i
LOS ANGELES COUNTy I
...................................
On
before me,
a Notary Public in and for said State, personally appear-
ed 11ARRY NDTll'�.%N, JR., known to me to be one of the part-
nors of NEWMAN PROPIMIES NO. 3, a partnership, said parr--
nership being known to Me 'L-o be one of the partners of
EMAONDS CODIMERCIAL DEVELOP1,1',NT MTANY, the partnership
that executed Lhe viLhin instrument and acknowledged to
me that he executed the same as a partner of the partner-
ship firsZ above named, that said parLnership executed
the same as a parl:ner of said EDMONDS COK%1ERCIAL DEVELOP-
1,11,'NT COI,'XANY, �11'1(1 L:11,'IL S�11_d las-'_- named parLnership ex-
ecuLed ti-te, same�.
...............
,y hand and official seal.
... . .................
HERBERT W. STOLTENRERG
NOIARY PURLIC� CAL IFORNIA
'IPAL OFF ICE IN
PRINC HERBERT W. STOLTENBERG
Lo�'� AN(ifl-LIS CoUr4ij My Commission Expires March 1. 1970
........................ .................. ............
376 7L-l—,-,a,7ET ME.
UTILITY E/kSEMENT
TiiE uNc)i-Rf�,icNcc; GRANTOR, EDMONDS COMMERM"L DEVELOPKI. - NT COMPA�jlyl
A PARTNEROH I P 1, FOR AND I N CON3 I DErAT I ON OF ONE DOLLAR ($1 .00) AND OTH E R
0.00D A11,11) VALUAI'll-C corjf.inrQvri(.)N IN HANI) PAII), -1-1117 or wilicil Is
lll,:I'O�OY 001:,."i ("I"'ANT, CONV(:Y AN[) TRAN`;I'I`1,' UN10 Ilil-
CITY 01" 17-l')MMIUS; A MUNICIPAL COkIIOR'ATION, A PC I\MANI-NT INCLUOINC.
THE 1*0 ENTER UPON THE' REAI, COTATE- '""C'NAFTR
AT ANY TINIC THAT IT IAAY SE'EM Fll'� AND CONSTRUCT, MAINTAIN� REPAIR AND
OPERATE MUNICIPAL UTILITIES OVCRI ACROSS, THPOUGH ANO UNDER THE LANDS
HEREINAFTER DESCRIBED; TOGETHER THE Ri(,,H,r TO EXCAVATE AND REFILL
DITCHES ANID/OR TRENCHES FOR THE.- LOCATION OF PIPELINES AND/OR MAINS11 AND
THE FURTHER Rici-cr TO REMOVF TREES, BU51.IES7 UNDEPCnOWTH AND OTHER OBSTRUC-
TIONS INTERFERING WITH �HC LOCATION, CONS-rRUCTION AND t+INTENANCE OF
SAID PIPELINES AND/OR MAINS.
Ti.ic AND RIGHT-OF-WAY HERI-BY GRANTED 13 LOCATEf-.) IN THE
COUNTY OF $N0110111131i, S,rATF C117 %IJAS51-11NIGTON, ANO I,,-, rAor\i- PART (:J
0L,S('I'-,'IrII:D AS
A STRIP OF LAND 10.00 FEET IN V110TH BETWEE-N SIDE- Imf--�,
AND 51DE LINES EXTFNnED, THE CENTERLINE 017 WHICI-I IS
DE-`,CRIDED A..--, FOLLOWS: COMMENCING AT Tlf(-� INTER,317,C11ON of-
IHE SOUTH MARGIN OF 2224-rH STREET S.W. AND *mr- E;\-,;i- mARGIN
OF U.S. 1-11C.HWAY q9) THENCE S 2501815-01711 W ALONG SAID EAST
HARGIN' A DISTANCE OF 550.16 FFET 1-0 Tiic Trw�.� POIN) 01:
BEcINHIN(�`�.-, TI-11:NCr S 196()4"11131' E A DISIAr4cE OF '279.61 FEET
i,o *ri-;E Tf:-.RI\IINUS OF SAID CENTER LINE.
IN 1.411-NESS *EREOF, im:sF PRESENTS ARE FIF
-RELl" SI(.,,NF.'D TI-ilf,
1%Y or A '1967
EDI'dONDS COMIAERC I AL J")JV[7[
IENT COMPANY
(A PARTNERSHIP)
B Y : ERNEST Y' HAI-IN BLDG. ASSOCIATES
(A PAR-r N E S H I P P A R T N E I
BY: 411
/HEMNIAN 1�4AIE:R; PARTNEP
BY: NEWMAN PROPERTI ES No. 3
(A P,�Rl 111INFRS11 111) , PARTNf:-J',
B":
11
STATE OF CALIFOIIIIII_,�,
SS
COUNTY OF LOS ANGELE'S
On C
/ & 7 .. before Lhe undersign-
ed, a No.ary Public in and for said State, personally
14 E_ fz� M k,,J M A- I r_ e-
appeared MtW_:2��� known to me to be one of the
partners of ERNEST W. MAHN BLDG. ASSOCTIATES) a partner-
ship, said partnership being 'known -to me to be one of
the partners of EDMONDS COIZIERCIAL DEVELOP14ENT COMPANY,
the partnershij) Lha,'_ execuLecl Ll-ie within insLrLn-nenL and
ack
nowledp,ed L:o ine L.hat lie execut:ed nic sanle ,.Is I pal:L-
ner of the partnership first above named, that said part-
nership..., executed the same as a partner of said EDNONDS
COI-2,ERCIAL DEVELOP14ENT COMPANY, and that said last: named
partnership executed t:he same.
WITIff,"SS my 1-iand :.ind official,sc,,.ii.
S) T 0 L T L NP; t7R (r' . .. . ............... .... ........ ........ . ............
MY GOTInission ExPirc�s March 1, �97()' OHERBERT W. STOLTENBERG
STATE OF CALIFORNIA )" ''.
SS NOTARY PUBLIC -CALIFORNIA
COUNTY OF LOS ANGELES) PRINCIPAL OFFICE IN
LOS ANGELES COUNTY
C before me, -the ...... ......
On
a No�ary Public in and for said State, personally appear-
ed IWRRY N1.`:W1,1AN, Jl"'., known to nic i_'o be one 0.f.` Llic pai:L-
ners ol 1,11':WMAN 11 RIOP I"' 1"T 111" S NO. 3, �.t partner. -hip, s-aid part-
nership being known to me to be one of the: partners of
E9_1ONDS COIvZIERCIAL DEVELOP1,2M C01"MANY, the partnership
1-hat executed tl-ie within instrument and acknowledged to
me Lhat he exce-LiLod the same as a partner of the partner-
s1iip lEirsL above namcd, -that said partnership executed
the szi.n-le as a parLncr of said ED110NDS COMTIMCIAL DE'VELOP-
1.11'NT M-1PA1:1Y) and tli-lat: said last named par�:ncrship ex-
ecuted the same.
j-1�NLI,bb M�7 hand and official
................
scal.
.............
M
HEIM ERT W. STOURNBF R
N(j
y [ 11HI W , CALIFORNIA
I N
17
AW;IJ i:()(jp4 1'y
.......... ........... ...........
Ply W'.-i:1ni:;!;i0r1
rxf";
v
I— toll. 7 %, .j!
T'r f::T
I ri F
I 'Mj- I
R S
UNDE , IGNr�n GFZANTOR, EDMONDS COMN11FRCIAL DFV(--10f-'MENT Co
A P A R TN r i'� S I i I p , f* 0 P A N D I N C, 0 N s 1 r) E., R A T I () N N C. 00 1, 1, A R MPANY)
G000 AND VALL)ADLE CON";InERATION IN HAND PAli) 1 0 f AND OT11f:R
I-IrRUBY ACKNOWLEOGf.1) .1 T11C, RLC W1110.1 I".
I DOES HEREUY GRANT, CONVEY AND IPAN!�FLR UN70 TI-q-
CITY OF EDt,,IONDS, A MUNICIPAL CORPO
RAIION, A PERMANENT' EA,13EME-.NT, INCLUDING
THE PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTFR DESCRIBED,
AT ANY TIME THAT IT MAY SEEM FIT, AND CONSTRUCT, MAINTAIN, REPAIR AND
OPERATE MUNICIPAL UTILITIES OVER, ACROSS� THROUGH AND UNOFR THE LANDS
HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OF' TRENCHES FOR THE LOCATION OF PIPELINES AND/OR
THE FURTHER RIGHT MAINS, AND
TIONS TO REMOVE TREES, BUSHES, UNDERGROWTH AND OTHER Of3STRUC-
INTERFERIN0, WITH THE- LOCATION, CONSTRUCTION AND MAINTENANCE, or SAID
I'll"CLINE3 ANO/()R MAIN,'�';.
AL 1;(,�M(�NT AND RIGII-l'-Or-WAY IlCf�rj,,�jy 'D
1: A
G R A N I't. IS LOCATrD ji,,; rIIC
COUNTY OF SNO11f)MISH, STAIE- OF WASHINGIO'
DESCRIBED AS FOLLOWS: N, AND IS MORE PAR-TICULARLY
A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES
AND SIDE LINES EXTENDED) THE CENTER LINE OF WHICH IS
DESCRIBED AS FOLLOW$: COMMENCING AT THE INTERSECTION
I -FIE ,
0 F SouTH MARGIN OF 224TH STREET S.W. AND THE EA,11"
MARGIN OF U.S. HIGHWAY 99; THENCE S 25'18'57" W ALONG
SAID FAST MARGIN, 61.75' TO Tlic TRUE POIN'T of'-- BrGINNING;
TIICNcE S
A DISTANCE OF 121.43 FEET; 111cNcr
S 0'5!:,*) 1,30" ';TANCI� OF FECT; THENCI-- N 89`041�30"
E, A D 1,
�AST� A DISIANCE OF 109 FEET 10 THE TERMINUS OF SA I
CENTER LINE,
IN WITNESS WHEREOF, T ES PRESENTS ARE HEREBY
SIGNED THIS
AY OF
D
1967.
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNERSIlip),
''BY: ERNEST WX AHN BLDG, ASSOCIATES
(A PARYfif�p PARTNI-R/
BY:
/ E "AN
Rm MAIER T�R
BY: NEWMAN PROPERTIES NO.
(A P�JTNERS;jlp�, PARTNER
B
AN, JR.
STATE OF CALIFORNIA
SS
COUNTY OF LOS ANGEL ES
On �'q 67 , before me, the undersign-
ed, a Notary Public in and for said State, personally
1+e1ZM4r-j
appeared known to me to be one of the
partners of ERNEST W. HAHN BLDG. ASSOCIATES,, a partner-
ship, said partnership being known to me to be one of
the partners of EDMONDS CMERCIAL DEVEILOPI,U�"NT CO�IPANY,
the partnership that executed the within instrument and
acknowledged to me that he executed the same as a part-
ner of the partnership first above named, that said part-
nership executed the same as a partner of said MIONDS
CONI�M.1111CIAL DEVELOP1,11-M C014PANY, and that said last named
partnership executed the same.
WITNESS my hand and official seal.
HERBERT W. STOLTENBERGV............." ...... ......
Gommission Expires March 1, 1970 HERMT W. STOLTENBERG
STATE OF CALIFORNIA
NOTARY PUBLIC -CALIFORNIA
SS
COUNTY OF LOS ANGELES� PRINCIPAL OFFICE IN
LOS ANGELES COUNTY
'u"' 'n"' 's' .......
On --_,before me) the c" r d,
a Notary Public in and for said State, personally appear-
ed HARRY NEIMN, JR., known to me to be one of the part-
ners of NEW�IAN PROPERTIES NO. 3, a partnership, said part-
nership being known to me to be one of the partners of
ED114ONDS C%kIERCIAL DEVELOPIvMNT CO14PANY, the partnership
that executed the within instrument and acknowledged to
rae that he executed the same as a partner of the partner-
ship firsL abovo tiamed, that said parLnership executed
Llic same as a parl--ner of said ED1,10NDS COK1,ZRCIAL DEVE'LOP -
MLNT C014PANY, and that said lasc named part'--nership ex-
eci.i�ed the sarae.
WITN'ESS my hand and official seal.
............... ............ .
H 'RT V1. SI'OLTHMERG
E VT
Norrmy jqjIjj I(,
A, IF(
140WIPAI,
W,
(;otj 4
...... ........................ ................ My �;Ommi,ziun [xP;re4 March 1, i�go
�N
STRZiEET FILE
UTILITY EASEMENT
THE UNDrPSIONED CRANTOR, EDMONDS COMMERCIAL DUFLOPMENT COMPANY,
A PARTNERsHip, roll AND IN CONqlDrPATION or ONC
DOLLAn ($1.0n) AND OTHrP
GOOD AND VALUA"LV CONSIPFnATION IN HAND PAID,
THC WCCLIPT or WHICH 1,-,
HEREBY ACKNOWLFDUCD, DOUS WEREnY GRANT, CONVEY AND TRANI= UNTO THE
CITY OF EDMONDS, A MUNICIPAL CORPORATION, A PERMANENT EASEMENT, INCLU61N(;
THE PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTER DESCRIBED,
AT ANY TIME THAT IT MAY SEEM FITy AND CONSTRUCTO MAINTAINy REPAIR AND
OPERATE MUNICIPAL UTILITIES OVERY ACROSSy THROUGH AND UNDER THE LANDS
HEREINAFTER I DESCRISEVj TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/OR MAINS, AND
THE FURTHER RIGHT TO REMOVE TREES, BUSHES, UNDERGROWTH AND OTHER OUSTRUC--
TIONS INTERFERING WITH THE LOCATION) CONSTRUCTION AND MAINTCNANCE OF SAID
PIPELINES AND/OR MAINS.
W
THE EASEMENT AND RICHT-OF-WAY IlMnY GRANTrU 10 LUCArru IN THE
COUNTY OF SNOHOMISH, STATE OF WASHINGTON, AND IS MORL PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 15.00 FEET IN WIDTH BETWEEN SIDE LINES
AND SIDE LINES EXTENDED, THE CENTER LINE OF WHICH 15
DE5CRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST
CORNER OF LOT 5, BLOCK 2, OLIVER PARK, ACCORDING TO
PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, ON PAcr 75,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE N 890
3607" W ALONG THE SOUTH LINE AND SOUTH LINE EXTUNDED)
Or SAID LOT 5, A DISTANCE or 184,00 MT TO THr TRUE POINI
or OEGINNING; WNCE N V0707" W A DISTANCE Or 125 FEET
TO THE TERMINUS OF SAID CENTER LINE.
N WITNESS
WHEREOF, THESE PRESENTS ARE HEREBY SIGNED THIS
_X DAY OF
1967.
EDMONDS COMMERCIAL DEVELOPMENT COMP/�NY
(A PARTNERSHIP)
Bm ERNEST W! HAHN BLDG. —X' AT-5
(A PAR 'E R
HIP PART
BY:
fitRMAN—MAJER, — P 0011-4yFri
0 0
STATE OF CALIFORNL�,
SS
COUNTY OF LOS A14GELES
On '�Aa)Lt'� S> tl"7 (p -7 before me, the undersign-
ed, a Notary Public in and for said State, personally
Pu(,�MArq MAf6k_
kippeared t't:;:::::tf2tHa known to me to be one Of the
partners of ERNEST W. HAHN BLDG. ASSOCIATES,, a partner-
ship, said partnership being known to me to be one of
the partners of EDMONDS COMMERCIAL DEVELOPMENT COMPANY,
the partnership that executed the within instrument and
cicknowledged to Me that he executed the sarne as a part -
tier of U11c j)Z1rt11or:'ihj.j) f.A.r3L abov(_, liz.111jo(j, Lli;iL snid part-
"CrstliP exccuLed Lhe sanic as a partner of said EDMONDS
COMMERCIAL DEVELOPMENT COMPANY, and that said last named
partnership executed the same.
WITNESS my hand and official seal.
kAz Asz_�)
HI-RBERT W, STOLTENBERC .............
. .................
I .................
y Corntni3�ion vxpjj',�,
STATE' OF CAI,I:FOI'%',NIA 5 IILI?01.[?T W. S'101JENHERG
SS No rARY PURtAC CALIFORNIA
COUNTY OF LOS ANGELES� PRINCIPAL OFFICE, IN
LOS ANGLILES COUNrY
.....................
0 n //'Aet��j before Me, the 1T6a'6'FS'2"ff i%'d
,
a Nottary Public in and for said State, personally appear-
ed HARRY NEM%N, JR., known to me to be one of the part-
ners of NEWKAN PROPERTIES NO. 3, a partnership, said part -
nership bein known to Me to be one of the partners of
EDMONDS COMME�RCIAL DEVELOPMENT COMPANY, the partnership
executed the within instrument and acknowledged to
I -tic that he Executed the same as a partner of the partner-
ship first above narcied, that said partnership executed
the same as a partner of said ED1,10"DS COn�T,-RCIAL DEVELOP-
1,1ENT CO'11�!PANY, and that said last nam
-ed partnership ex-
(j
ec-Lited the s,,uric.
W�Tll,'.SS my hand
J. and official seal.
...............
............... ...........................
HERBERT W. SMUFAURG
No rARY PUBUC-CALIFORNIA HIERBERT w. ST C)LTENBFRG
PRINCIPAL OVFIGE IN 1,11y GorrimissiQn ExPifes f0arch 1. 1970
LOS ANGILLES C_j,
........... ..................
................. ..............
np
(n
UTILITY
EASEMENT
THE UNDERSIr.NE() GRANTOR, EDMONDS COMMERCIAL I)EVCLOF'MFNT COMPANY,
A PARTNERSHIP) FOR AND IN CONSIDERATION OF ONE DOLLAR ($1.00) AND OTHER
GOOD AND VALUABLE CONS IDf'RATION IN IIANr- ` PAID, THE RE-,EIPT OF WHICH IS
HEREDY AGKNOWLFDGED, DOES HEREBY GRANTY CONVEY AND TRANSFER UNTO THE
CITY OF IDMONDS, A MUNICIPAL CORPORATIONp A PERMANENT EASEMENT, INCLUDING
T14E PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTER DESCRIBED)
AT ANY TIME THAT IT MAY SEEM FITY AND CONSTRUCTp MAINTAIN) REPAIR AND
OPERATE MUN,,ICIPAL UTILITIES OVER, ACROSS) THROUGH AND UNDER THE LANDS
HEREINAFTER DF,iCRlr3E0, TOGETHER WITH THE RIGHT TO EXC�AVATE AND REFILL
DITCHES AND/Of? TRENCHES FOR THE LOCATION OF PIPELINES AND/OR MAINS) AND
THE FURTH,,R RIGHT TO RFMOVE TREES, OUSHESp UNDERGROWTH AND OT14ER OBSTRUC-
TIONS, INTEFZf-'fRIN(-. WITH THE LOCATION, CONSTRUCTION AND HAINTENANCE OF SAID
PIPELINES AND/OR MAINS.
THE EASEMENT AND RIGHT-OF-WAY HEREBY GRANTED IS LOCATED IN THE
COUNTY OF 'JNOj-Io�rjI5H, STATE OF WASHINGTON, AND IS MORE PARTICULARLY
OESCRIOLD A; FOLLOWS:
A STRIP OF LAND 15.00 FEET IN WIDTH BETWEEN SIDE LINES
AND SIDE LINES EXTENOLD) THE CENTER LINE OF WHICH IS
0f_!_,CRI(3[D A5 FOLLOWS: COMMrNCING AT THE jOUTHEAST
COPNER OF LOT 5, BLOCK 2, OLIVER PARKj, ACCORDING TO
PLAT THEREOF RECORnr:n IN VOLUME 14 OF PLATS, ON rAGE 75,
PFC RD��, OF SNOHOMISH COUNTY, WASHINGTON; THENCE N 890
36',37" W ALONG THE SOUTH LINE AND SOUTH LINE EXTENDED),
OF SAID LOT 5, A DISTANCE or 184.00 FEET TO THE TRUE POINT
OF BEGINNING; THENCE N 10071,37" W A DISTANCE OF 125 FEET
TO THE TERMINUS OF SAID CENTER LINE.
-OF
IN WITNF73S WHERi
DAY OF L THESE PRESENTS ARE HEREBY SIGNED THIS
'c c 1967.
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNERSHIP)
BY: ERNEST ld FIAHN BLDG. ASS IATES
(A 4PARTXR, "ARTNE
BY:
RM
M
BY: NEWMAN PROPERTIES NO. 3
(A NERSHI PARTNER
By.
H R N,
NO SALES TAX
� , R IJ I RED
EQ
jui-
Ls
vn
"'q NO
4
7 W
Ft
I%
1.6
Ono
CL M
0 'i7 0
rn :�j
rn
;U V
STATE OF CALIFORNIA
SS
COUNTY OF LOS ANGELES
On Jll ah-A- R 7 before me, the undersign-
ed, a Notary Public in and for said State, personally
jq C-- fZ m A(v M A r6r,
appeared 'ERK2593 %: lt�diN, known to me to be one of the
partners of ERNEST W. RAHN BLDG. ASSOCIATES, a partner-
ship, said paritnership being known to me to be one of
the partners of ED14ONDS COMMERCIAL DEVELOP11ENT COMPANY,,
the partnership that executed the within instrument and
acknowledged to me that he executed the same as a part-
ner of the partnership first above named, that said part-
nership executed the same as a partner of said EDMONDS
COMMERCIAL DEVELOPMENT COMPANY, and that said last named
partnership executed the same.
WITNESS my hand and official seal.
H RRFRT W, STOLTENBERGr . . . .. . ........... ...... ....... ....... .......
STATE OF CALIFORNIA YY Commistlqn Expir . es march 1. 1970 HERBERT W. WITMER
NO T ARY PUBLIC - CALIFORNIA
COUNTY OF LOS ANGELES� SS PRINCIPAL OFFICE IN
LOS ANGELES CO'JNTY
. . . ..............
On r?&7 before me, the .......
a Notary Public in and for said State, personally appear-
ed 11ARRY NEWMAN, JR., known to me to be one of the part-
ners of NEIMN PROPERTIES NO. 3, a partnership, said part-
nership being known to me to be one of the partners of
EDMONDS COMMERCIAL DEVELOPMENT COMPANY, the partnership
'-hat -hin instrument and acknowledged to
executed the wit
me that he executed the same as a partner of the partner-
sbip first above named, that said partnership executed
�.I-e same as a partner of said ED14ONDS COMMERCIAL DEVELOP-
1,1,11T COMPANY, and that said last named partnership ex-
ecuted the saM.C.
WlTlFESS tay hand and official seal.
.......... ..........
11rw?[.RT W. STO[Ti.NFIERG
NUrARYPOHIAC C41FORNIA W-RRFIRT W. STOLTENBFRG
PRINCIPAL 0If ICL IN t"'Y Gorrirni,:�zion Expires Mach 1. 1970
1-01, ANULLEs, coi)Nry
......... ........................ ..... .................... ...... OFFICIAL RECORDS
AjL 129 P'A'C"F 2 70
f
t 41
A
'14
q
RECEIVED
MAY 16 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
La .0
LA K
r4
Cnj
FILE
LEGAL' iitscKirrION
224th & AUROPLA (NFIC)
E DMONDS. WASHINGTON
(excluding 60.00' X 150.00' Future Bu ilding Area)
I
C>
11
4t
790.26
s fijtv�%Ce At"
PAIX
Commencing ar. the Southwest corner of Section 29, T27Nj
rth
0
R49, w.m.; thence North 10 11102" West alongtthe West line o
533.66 feet o c he Sou th line
0
said Sect ion 29, a distance of
West half of the Southwest quarter
0,9
-0
of North 132.00 fear of the
the Souch.est quarte r of the Southwest quarter of -said
113
6
of
Sect I n 29; thenc a South 89034'04 ' East along said South line,
West,being
4
30.010fe . t to the easterly margin of 7 6th Avenue
beginning of the tract 0 f land herein des-
FUTURL
the true point of orly marg in,
cribed; thence North 1011'02" West along said easto
132.15 feet to the intersection of sa id easterly margin with
U.S. Highway 99; thence North 25018'57"
NNOMMUMIL
the easterly margin of
east:rly margin, 700.08 feet to the southerly
East along said
margin of 224th Stre t S-W * thence South 89031'29" East along
327:6 feet to the Northwesterly corner
said southerly margin, according
f Lot 1, Block 1, Berg's Sun Valley Addition No. 5,
APPROVED BY
PLANKIG
to plat thereof recorded in Volume 15 of plats, on page 55 1
0055 30"'
-
re ords of Snohomish County, Washington; thence South
Berg's Sun Vallg
boundary of said , 790.2
East along the westerly feet
h extension thereof
5 an southerly
Addition No. d t a
Southeast corner of Lot 5, Block 2, Oliver Park, a
�132
to the
e of plats. on Pa
Ing to plat thereof record d in Volume 14 oie 1 75
r cords of Snohomish C unty, Washington; thence North 89 6 37
TIG Tj A"NU9
W:st along the Sou th line 0 said Lot '5, Block 2 and the wester
1� extension thereof, 333.2B feet to the southwesterly corner
-
of Lot 5, Block 1 of said plat of Oliver Park; thence 0
1003-16" West along the West line oi aid Lot 5, Block 1, a
of the North 132.00
d is c anc a of 23.35 feet to the South line
feet of the West half of the said Southwest juarter of the
Southwest quarter of the Southwest quarter o said Section 29;
t ence North 89034 , 04-1 West, along said South line, 93-31
fh feet; thence North
8 at 4,chenc:,North 10 1'02" West, 60.00 ! feet; thence
041, W c, parallel to said South line, .00
903 t 150 a
South 101110 11 East 60.00 feet to I he said South line; th nce
North 89034'04" West along said South line, 60.00 feet to the
true point of beginning.
C.,
23.35
cc
0
0
cc
LLS
LU 4j
Cc cc kn
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to -a.
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(L
E RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMENAME OF B SINESS
V.kAA_r7-T`U1,n0(V_
MAILING ADDRESS
CITY
—Tizod I
NAME .
M&4 AR�
ADDRESS
1115
CITY
kMf:_t4k
NAM"
ADDRESS
9
CITY
ZIP TELEPHONE
ZIP
STATUICENSE NUMBER
PROPERTY TAX ACCOUNT PARCEL NO.
tPERMIT EXPIRES
AUSE PERMIT 2ja t1a q I
ZONE C _CQ NUMBER
JOB SUITE/APT#
ADDRESS
.. .
PLAT NAME/tUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
TESCP Approved 0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
RW Pernift Required 0
Street Use Pennit Req'd 13
EXISTING PROPOSED
Inspection Required 0
Sidewalk Required 0
REQUIRED DEDICATION— FT
Underground
lAfftft required 0
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
LC5
REMARKS
z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
a
z
W
.ENGINEERING REVIEWED/DATE
1--i _.. __ - A
ol A01
TELEPHON�
D7E
3/s. &0
VARIANCEfR CU
SHORELINE OR ADB#
INSPECTION
BOND
EX ION DATE
CHE XED BY
REO'D
POSTED
OYES ONO
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED,
HEIGHT
ALLOWED PROPOSED
I.- Olt) WOOS, - 0111n -7
7- 0`4 _3i,-Lh,-7_
I
I
0 NEW
0 RESIDENTIAL
ADDITION
COMMERCIAL
REMODEL
C3
APARTMENT
REPAIR
0
GRADING CYDS
0 DEMOLISH
0
TANK
Fi GARAGE 0 ��TAINING WALL
— CARPORT
(TYPE OF USE.'BUSINESS OR ACTIVITY) EXPLAIN:
LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (Fr.)
PLUMBING/ MECH ALLOWED - PROPOSED FRONT SIDE REAR FRONT LIR SIDE REAR
oCOMPLIANCE OR z
CHANGE OF USE z
PARKING LOT AREA ED BY
0 SIGN REO'D PROVIDED
o FENCE
( — — F., FF A R S
07NER
NO
E] RENEWAL
M NUMbER NWUMBEIROF CRITICAL
0 OF D ELL NG AREAS .
M NUMBER dIA
o STORIES UNITS
DESCRIBE WORK TO BE DONE
HEAT SOURCE GLAZING % LOT SLOPE %
PLAN CHECK NO: t VESTED DATE
G/U
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 480 DAYS.
PERMIT LIMIT, 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST. AGREES TO INDEMNIFY� DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIREqTLYOR INDIRECTLY
FROM THE ISSUANCE OF THIS PEgmrr.. ISSUANCE OF THIS PIEA61T SHALL NOT BE
DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF,k OY,.;bITY�16RDINANCE
NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE�PROVISION.'
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LAkOR CODE OF THE STATE OF WASHINGTON RELATING TO
%NORKMEN' S COMPENSAT[IN INSURANCE AND RCW 18.27.
Cq L.M M I DATE SIfNED
SIGNA' RE(OWNER,OR ENT) —WA.
it , ._, y 07 ^AW
ATTIINTIOII
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5/98
CHECKED BY
SPECIAL INSPECTOR JAREA OCCUPANT
REQUIRED C] YES LOAD
_ tb±�� ,
REMARKS
PROGRESS INSPECTIONS PER UBC 1081FINAL INSPECTION REO'D
kt4r- k/,(4L*.f6Vyz. A i A, RLP -555 -3 / to
VALUATION
FEE
PLAN CHECK FEE
BUILDING
15 3 -3 (e2j
PLUMBING
MECHANICAL
GRADING/FILL
STATE SURCHARGE
13 U
<
PLAN CHECK DEPOSIT
IV IM/ '6_1
31 �� y __
TOTAL AMOUNT DUE
R CEIPT 15, -, / �
#
2
APPLICATION A15PROVAL
CALL
This application is not a permit until sig� ad by the
P
Building Official or hisMer Deputy: and Fees are paid, and
FOR INSPECTION receipt is acknowledged in space provided.
(425)
OFFICIA NAT I�ATE
31-?
116
—IRELS
L D DAT�
.771-0220
EXT 333
771-0221
FAX
ORIGINAL -FILE YELLOW. INSPECTOR
PINK -OWNER GOLD -ASSESSOR
USE PERMIT V
CITY OF EDMONDS ZON . E I NU - MBER
4�;;
CONSTRUCTION PERMIT" APPUICATION JOB
OWNER NAME/NAME OF BUSINESS ADDRESS SUITE/ APT #
�a a q )Z,
U4 dd j_ LEGAL DESCRIPTION CHECKI SUBDIVISIOOFNO.' LID NO.
Lu MAILIOG ADDRESS F
Z
0 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCIP Approved
Z 4424) od &,g
CITY TELEPHO14E NUMBER EXISTING —,REQUIRED DEDICATION RW Permit Required 13
Street Use Permit Req'd 0
A .1.j PROPOSED Inspection Required 0
N . AAE— Sidewalk Required .13 cc
Lu
METiF7SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
Lu ADDRESS YES 11 NO 11
REMARKS
< CITY ZIP TELEPHONE NUMBER Lu
NAME
AD WE 9%'-'
cc ENGINFERIN
2 r
lvl!,��DATED UEVIEWED BY
-CITY zrP TELEPHONE NUMBER
IRE MEMO DATED MIMIEWED BY W
Z
8
8fjT_E FNUMBER 5-AfE U.
I A1 X I J< j0:2(A A44 VARIANCE.OR CU ADB# SHORELINE #
ftXr[36§dRp5o7n 5f qnnipntq
SEPA REVIEW '$113144AREN HEIGHT
Z COMP�LE�TEEXEMPT ALLOWED LOWED PROPOSED
2 LIPROPOS
rL
EX
LOT COVERAGE AEOUIRED SETtA9KS_(ft) PI%OPbSED SET13ACKS IF)-
Lu
ALLOWED PR POSED FRONT SIDE REAR FRONT UR SIDE REAR
Z
Z
W
_1 'Property
�Tax Account LOT AREA LANANG REV EW BY DATE (L
,parcellillo. Aq�)70q_30-74/OQO�7
REMARKS"
NEW RESIDENTIAL PIL , UMBINGIMECH
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
DAPT. BLDG.
REMODEL SIGN
U GRADING FENCE HECKED BY TYPE OF CONSTUTION OCCUPANT
EIREPAIR CYDS. _!DE GROUP
DEMOLISH WOODSTOVE SWIM P06L SPECIAL INSPECT--
11 INSERT Ell HOT TUB/SPA REQUIRED OCCUPANT
13 YES LOAD
GARAGE RETAINING WALL/
CARPORT ROCKERY RENEWAL EMARKS
0 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC 108
0
NUMBERIOF CRITICAL
W NUMBA
0 OF DWELLING JAREAS
ca ST RIES UNITS NUMBER
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
FINAL INSPECTION REOUIRED
VALUATION
PLAN CHECK FEE
HEAT SOURCE: GLAZING BUILDING
PLUMBING
Fan Check No. MECHANICAL
PI
.This Permit covers work to be done on privhte property ONLY. GRADINGWILL
Any Construction on the public domain (curbs, sidewelks,
.driveways, marquees, etc.) will require separate permission. STATE SURCHARGE
Permit Application: 180 Days
Permft Limit: I Yew - Provldqd Work Is Started Within 180 Days STORM DRAINAGE FEE
"Applicant, on behalf D�'his or her Spouse,: heirs, assigns and ENG. INSPECTION FEE
successors in Interest,, agrees to indemnify, defend and hold
'Wn harmless the City., of Edmonds; Vq I ashington, JIB officials,
40
6-yees, and agents fromL any and Vill c
.m empi laiiins foridamaqe�'of
ir
whatever nature, arising directly or indirectly from the Issuance
x of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0
:r nor limit. in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE
provision."
AM
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the Owner, or the duly ATTENTION APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and In doing the Work authoriz- AUTHORIZES This application is not a permit until
ed thereby, no person will be employed in violation of the Labor I ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are pqid, and. receipt is
tion Insurance aria RCW 18.27. acknowledged in space provided.
- I NSPECTION
ATURE (OWNER OR TE SIGNED DEPARTMENT OFFI 5 IGP& DATE.
j CITY OF 11 1
2 9 1 EDMONDS
CA . LL FOR R E 6E A ?E`�6 Y:— A E
ATTENTION INSPECTION A 1,
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE H 17 6
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 771-0220 oyNYL — File YELLOW — InsActtr
-SECTION 109 PINK — Owner GOLD Assessor
10247
11.11
0IN
in
CK
CQ
'n r,7 �n
jb
RESTRICTIVE COVENANT
The grantor, EDMONDS COMMERCIAL DEVELOPMENT COMPANY,
in consideration of the.waiver of a.private plat restriction
hereb and herewith attaches to the real property described as:
y
Lots 5 and.6,, Block 1, and Lots 5 and 6, Block 2,
Oliver Park,, as per plat recorded in Volume 14 of
plats, page 15, Snohomish Councy, . as -5
I
a restriction requiring that as long as.said lots are used for
other than residential use, scre%ening in the form of walls,
architectural fences or dense coniferous hedges, and of a'type
and nature approved by the Building Department and the City.
Engineer of the City of Edmonds, Washington; shall be erected
or planted, and maintained where said property has a common
boundary with other property in the said -Plot of Oliver'Park.
This restriction shall have the same effect as if it
were a restriction in Ithe Plat of Oliver Park'and at any time
in said plat to be used for;other than residential use, this
res-i-riction shall terminate.
DATED this day of -z' 1966.
EDMONDS COM�IERCIAL DEVELOPMENT COMPANY
(a partnership)
CIATES
nrla By: ERNEST W. HAHN BLDG. ASSO
(a p. - partner
-S artne�ship),
By:
/Herman Maier', partner-
By: NEWMAN PROPERTIES NO., 3
r n�,
AAA dahn (a partnqrship), partne
Nl�ij 40 : ..o
rF1111MF6 Mmzjkln. KnInt"Pl.
�,A, AN, P� 141
By:
Nefma-n, Jr.
STATE OF CALIFORNIA SS.
COUNTY OF LOS ANGELES
before me, the undersign-'.
On .2
ed, a gotary Public in and for said State, personally
HERMAN MAIER
T W. H�aRi known to me to be one of the
-ERNE
appeared
partners of ERNEST W. HAHN BLDG. ASSOCIATES, a partner-,.
ship, said partnership being known to me to be one of
the partners of EDMONDS COZZIERCIAL DEVELOPMENT COMPANY,
the partnership that executed th
e.within instrument and
..acknowledged to me that he execut6d the same as a part-
ner of the partnership first above named, that said part-
ted the same as a partner of said EDMONDS
nershi�.; execu
COMMERCIAL DE�ELOPIIENT COMPANY, and that said'last named
nership executed the same.
LOIS M. STOCKER
NOTARY PUBLIC - CALIFOFW SS my hand and official,seal..
PRINCIPAL. qst:ICE IN
LOS ANGEL ES CQUNTV
LOIS M. STOCKERI
STATE OF CALIFORNI . A MY Commission Expires March 181.1967
SS
S ANGELES�
COUNTY OF LO
On before me, the undersigned,
a Notar Public in and for, said State, personally appea.r
ed HARRY NE�RAAN, JR. known to me to be one of the part-
IES NO. 3, a partnership, said part-*!',
ners of NEIZIAN PROPERT
nership being known to me to be one of the partners of
COMPANY, the partnership
EDMONDS COIZIERCIAL DEVELOPMENT
ent and acknowledged to
that exedute� the within instrum
me that he e�xecuted.the same as a partner of the partner
ship first above named, that said partnership executed
the 'same as a partner of'said EDMONDS COMMERCIAL DEVELOP-
tnership ex-
MENT COMPANY, and that said last named par6
72
ecuted-the same.
'WITNESS my hand and official seal.
T
1z R. F_ A
Of
44 C-0 -A j.X I ss 0 j pi i 43 a v &A P, P_ 4
57
a n
R
F�0
T RUE
T11 N"S TO BE A Tr
C E F, , i
V 177 E C. r � I 1 .1 * THE OiRIGINAL ON "FILE: 1N
CO;,"�IRECT COPY OF
Vp E OFFICAL RECO-.'�D-
FRC�: /\S PART OF THE
'y or ; -
OF THE CiTy OF EDM NDS
CiTY CLE-.il
ORDINANCE NO.
AN ORDINANCE AMENDING THE BUI�LD NG CODE OF THE.CITY
OF EDMONDS,; WASHINGTONr.BY ADOPTING THE 1964 EDITION
OF THE UNIFORM BUILDING CODE,, VOLUMESI(SPECIFICALLY
INCLUDING THE APPENDIX) AND III, AND DWELLING HOUSE
CONSTRUCTION, BY AMENDING CHAPTER 11.02 OF THE EDMONDS
CITY CODE, AND PROVIDING A MAXIMUM HEIGHT OF BUILDINGS
OF THREE STORIES OR IN ANY CASE 35 FEET, PROHIBITING BUILDING
PERMITS UNLESS OTHER ORDINANCES OF SAID CITY ARE SATISFIED
INCLUDING SUBDIVISIONS AND PLATS, AND ESTABLISHING A FLAT
PLAN CHECKING FEE.
WHEREAS, the City of Edmonds, Washington has by Ordinance
NO. 847 adopted the 1,958 Edition of the Uniform Building Code,
and
WHEREAS, the Uniform Building Code has been amended by
the issuance of a 1964 Edition, and
WHEREAS, the City of Edmonds is desirous of keeping its
Building Code up to the most current standards, now therefor'e,
THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON DO
ORDAIN AS FOLLOWS:
Section 1. The following numbered sections of the
Edmonds.City Code are hereby amended to read as follows:
"11.02.010. Uniform Building Code adopted by refer-
ence. I That certain printed code, three copies of which
are and have been on file in the office of the City Clerk
of the City of Edmonds, for use and examination cEthe public,
being marked, printed and designated as the Uniform Building
Code, 1964 Edition, Volumes I (specifically including the
Appendix) and III and Dwelling House Construction, Copy-
righted 1964 by the International Conference of Building
Officials, is hereby adopted by,.,ref ` erence and,ifi.corpora-
ted herewith as if fully set forth -within thl"'s chapter,
as the Building Code of the City of. Edmonds,,.subjec.t to
the modifications and amendments hereinafter set forth,
and the said code as adopted shall regulate the erection,
construction, efilargement, alteration/ repair, moving,
removal, conversion, demolition, occupancy, equipment,
use, height, area and maintenance of buildings or struc.-
tures in the City of Edmonds; and further provides for
the issuance of permits and collection�.of fees ther..efor;
providing penalties for the violation.of such,.c6de;.and
each and all of the regulations, provi-sions, penalties,.,
conditions and terms of such Uniform Building'Code herein"
mentioned and as amended and on file in the office of the
6.
ra
"City Clerk is hereby established, pursuant to the laws
of the State of Washington as set forth under RCW 35.21.
180 as the building code in and for the City of Edmonds."
"11.02.035 Height of Buildings ---Section 507 of
Uniform Building Code. Section 507 of the Uniform Building
Code as adopted by reference under Section 11.02.010 of
this chapter is hereby amended and set forth as follows:
The maximum height of every building shall.
not exceed a -height of three stories or in
any case 35 feet in height above nearest
established street.grade."
"11.02.060 ReDealer Provision --Section 6003 of
Uniform Code. Section 6003 of the Uniform Building Code
hereinabove adopted, be and the same is I-ereby amended
and set forth as follows:
That any and all ordinances in conflict with this
Ordinance are hereby repealed."
'Pll.02.080 Effective date --Section 6004 of Uniform
Building Code. Section 6004 of the Uniform'Building Code
as hereinabove adopted, be and the same is hereby amended
and set forth as follows:
That the effective ate of this Building Code
shall be the day of June, 1965."
Section 2. The Building Code of the Edmonds City Code,
Chapter 11.02, is hereby amended by adding the following two
Amendments to the Uniform Building Code, 1964 Edition:
"11.02.025 Issuance --Section 302 of Uniform Building
Code. Section 302 of the Uniform Building Code ' a-s adopted
by reference under Section 11.02.010 of this chapter is
hereby amended and set forth as follows:
11(a) Issuance.
The application, plans, and specifications
filed by an applicant for a permit shall be
checked by the Building Official, Such plans
may be reviewed by other departments of the city�
to check compliance with the laws and ordinances
under their jurisdiction. If the Building Official -
is satisfied that the work described in an appli_7
cation for permit and the plans filed therewith
conform to the requirements of this Code and other.,�
pertinent laws and ordinances, including, but.not
limited to approval of subdivisions and plats for
all property having been subdivided and platted as
required by Chapter 12.08 of the Edmonds City Code,
and that the fee specified in Section 303 (a) has.
been paid, he shall issue a permit therefor to the
applicant, but not otherwise.
-2-
-i
11
"When the Building Official issues the,permit,
he shall endorse in writing or stamp on both sets
of plans and specifications "APPROVED." Such approved
plans and specifications shall not be changed, modified,
or altered without authorization from the Building
Official, and all work shall be done in accordance
with the approved plans.
"The Building Official may issue a permit for
the construction.of 'Part of a building or structure
before the entire plans and specifications for the
whole building or structure have been submitted or
approved provided adequate information and detailed
statements have been filed complying with all perti-
nent requirements of this Code. The holder of such
permit shall proceed at his own risk without assur-
ance that the permit for the entire building or
structure will be granted.
"(b) Retention of Plans. One set of approved
plans, specifications, and computations shall be retained
by the Building Official for.a period of not less than
90 days from date of completion of the work covered there-
in, and one set of approved plans and specifications shall
be returned to the applicant, which set shall be kept on
such iDuilding or work at all times during which the work
authorized tbxeby is in progress.
"Plans', submitted for checking, for which no permit
is issued, and on which no action is taken by the appli-
cant for 90 days, shall be returned to the last known
address of the applicant; to renew action on said plans,
a payment of a new plan -check fee shall be required.
"(c) Validity. The issuance or granting of a permit
or approval of plans and specifications shall not be
construed to be a permit,for, or an approval of, any
violation of any of the provisions of this Code. No
permit presuming to give authority to violate or cancel
the provisions of this Code shall be valid, except in
so far as the work or use which it authorizes is lawful.
"The issuance of a permit based upon plans and
specifications shall not prevent the Building Official
from thereafter requiring the correction of errors in
said plans and specifications or from preventing build-
ing operations being carried on thereunder when in vio-
lation of this Code or of any other ordinance of the City.
"(d) Expiration. Every permit issued by the Build-
ing Official under the provisions of this Code shall
expire by limitation and become null and void, if the
building or work authorized by such permit is not
commenced within 60 days from the date of such permit,
or if the building or work authorized by such permit is
suspended or abandoned at any time after the work -is
commenced for a period of 120 days. Before such Work
can be recommenced.a new permit shall be first obtained
-3-
so to do, and the fee therefor shall be one-half
the amount required for a new permit for such
work, provided no changes have been made or will
be made in the original plans and specifications
for such work; and provided, further, that such
suspension or abandonment has not exceeded one year.
(e) Suspension or Revocation. The Building
Official may, in writing, suspend or revoke a permit
issued under provisions of this Code whenever the
permit is issued in error or on the basis of incorrect
information supplied, or in violation of any ordinance
or regulation or any of the provisions of this Code."
'11 . 1.02.65 Plan Checking Fee --Section 7009 Of the Uniform
Building Code. Section 7009 of the Uniform Building
Code as adopted by reference under Section 11.02.010 of
this chapter is hereby amended and set forth as follows:
(a) Plan Checking Fee. The amount of the plan -
checking fee for grading, excavation and/or fill
plans shall be $10-00. Before accepting a set of
plans and specifications for checking, the Building
Official shall collect a plan -checking fee. Separate
permits and fees shall apply to retaining walls or
major drainage structures As indicated elsewhere in
this Code. There shall be no separate charge for
standard terrace drains and similar facilities.
(b) Gra�dinq Permit Fees. A fee for each grading
permit shall be paid to the Building Official in
the sum of $10.00"
Section 3. This Ordinance shall take full force on the
day of June, 1965.
APPRIFED:
GORDON MA-XWELL,/MAYO.R
ATTEST:,
CITY CLERK
PASSED BY THE CITY COUNCIL: JUN �1� 1965
FILED WITH.THE CITY CLERK: jU1.1 I __ i�qr,�
PUBLISHED:- JUN 9 - 1965 -
COUNCIL �iEETING 1,11INUTES
JANUi�,RY 21,� 1�62 - -
-3-
fc�- (-f these regular mon-thly bills. Motion carried.
It eas mc-vcd by Cour-,�ilTr@.n :)lye, seconded by Councilman Ile1scil that warrantO TF381
and i�rO in the -.otal amount of or)§127�64 be approved f(,r payment out of the
!�141, '.0'a,'Ger-,�ewer Revpnae Bond issue� Yotion carried.
mc,tion was made by 'Councilman Slye, seconded by Councilman i�elson that the follow
ing LID bills be paid:
LID ;F!61 to "-,Iayre F. & Jean N. Smith, and W. �jtanley Riddle, Jr., easement
for I sewer line; �11,)O.00 tc Jusan P. �jwaj, on easement for sewer line; �3.00 to City
V
cf Edmonds Treasur,�rls Office for recording of easements, and the City Clerk be
a,,,,thorized to'issue an interest bearir�� warrant to Grande & Co., Inc. in the amount
cf �403-00 to cover theL;e bills. Motion carried.
CORRESPONDENCE
_k letter was read from tht� �3. 6,. Kresge ComrarLy in regard 'Lln the need for a traffic
light at the inter�:,r,,�,tion'of 2241� 3.W. :it zLLghway 99. The City �,ngineer hal suggested
to "K-11lart" thht they finance a traff-_'c ccntrol device inasmuch as th,:Ar store had
created the Lrc;biem, but the company believed the �1,ity of' 1"'dinionds had the resporlsi-
biiity trj .-,rrtect its citi:�-nfl, from driving hazards and th,.-r,:--f(,re 3hould int,,tall the
light at cil�y t�xpen.,;e. It wa,_3 decided tn review t1li, -at a council �,crk
mee ting.
A letter wa.3 Z-ead from 'dilliam, Hamiltoll, re,-3igring froin tht; Flanning Commassion.
NaYOr Harr_'.�on a�;,:��pted hi-s resignation rqgret, and it was ,i.cved by Ccuncilman
Bennett, seccndei by Councilman Nordql�ist t�,at a ELesclution cf Commt.-nda-,ion be Sent
jip - ()n. '_,Iotion carri,)d.
4
Cuulql�! -, �',I 1� LT I oil
Councilman Bennett a,3ked that on th,�- next -_our�,il work meeting agend,'l they �,onsider
th,, re-ova!'Iaticn Of the philosophy rp,,;1ti2 ur4 ts in
4 ple
Lo ur with tl'.e long-rangE that may exist -
off -street pari-ingg etc. § t
Councilr._.an reported that tho- �',c-_ith Z'InnhomiSh cc)1.1nty Joint Planning Council
U
would hold a meeting on Februa2.-y 5 at 8:00 -*, '. :at. in the '-'1m(.nd-3 (,'ivi..; Center Council
Chambers , alld everyone was invited to, a,tend. The sulnjeot that evening would be or.
Highway 95 frum I'Ll-tt, t(
the county
-1 so d4 scu,,. S t" c
Counc-_'Iman Ydncaid asked that at the next council work. meeting they a-L
si.gri blight on Highway 99 and possible revioion of the sign ordinance becau�-�e of the
5 th
condision3 now appearing along i*,venue _,)uuth.
Councilman �,eison mentioned the polic� efforts on violationF, created by juveniles in
ou-� area, and felt there waf-, need for juvenile quarters c-'o,,er than those in Everett.
He suggestF�d that, perhaps _L"Idmonds could investigate the pos_ibility of' joining with
the other scuth county cities to keep Juven.i-les in custody in the local area. Con-
isporting tliPse iuveniles to Everett. Councilman
.1-4ip:r 4bl,z ti.rre is now spent ir trar
yij-,�tain -�ugg(�sted that a disc-assion be held with the _ci,nty regarding possible acccito-
d�Ltjon,3 when the facilities arn*built at the army re -lay sit�2. Councilman Bennett
-aid he had ajentir,ned before the definit-E, need in the ,;or.Tn..u!_ity for recreation
ty should look --into spending some money
f aci li +
ties for juvcniles, and, he felt uhe �,iu
in this lirectirn well us for sewers and paving cf the 3tre-_�ts.
Mayor Harrison nctod that F4-rq Chief .,L)opf�r had bpen Plected president of -the Centra'
Puget Sound Firemenfs Association.
Councilman Haines stated that with tile increased work load on the Nayor's officeg he
thought it was time to explore the need for a fuil-time 'Nayor position. Councilman
Nordquist suggested that this problem could be included in an investigation and
evaluation of city positions and duties curnected with each. Councilman Slye noted
that a City Supervisor assists the itayor in a Eayor-Council form of government, and
Councilman Kincaid added that the future hiring of a Purchasing Agent as an assistant
to the City Supervisor would take an even greater load off the I. . !ayor. Councilman
j4
MOLMOW go.
-4 1[# -M" - AW777 T
'j�)J�Jjj -Vj:-rI7 -�j 7
-Ullf i '-� T
WHIRMS, the City of Rdmande has been gro4ted cartain
""oWntS in ths past t0v Utility PUP"00, whelk the offtated
property woo under savarau ownershiv*' and
Otteotod property WOO b'"quoistly- 60"ired
by the BdOonds ConowraLal Dav*Japaeat Cft"ny, a Vortnerehipt
Vbiab COMPOnY Provided for utilities and drainage for the
vtoperty making Owwoessary the Provia"Oly 40pirod ONSOMOntse
now,, therefore,,
I ' -1
�-#Ii '14 't,' 4 -, 1; 4 4t,*A
That the mayor be authorized to convey by Quit Claim
r*ad to the Sdochda Commeroial Development Comparly, a partasr,.
ship, the folloviag daseribod aseementas
The permanent 0440004t 9X04t4d 041Y U.. 1962, W
jik"O a. Demiav 4" Ploroace 2, NOU014 his wifi,
to the, city of Mmond-0, a MMUIPS1 0 , orporotion,
far stern SWWW ILA* over West 3.00 toot of south
75*00 fast, together with south 10.00 fast of Vast
170.00 feet of **,W. half Ot - I . 11 quarter of th*
aoutbwaft quarter of the Ocut%wast q"rter of said
Section ", by instrument r*O*Vd*d January 28t 1963t
under Auditor$w Vile NO. 1$99266.
2. The P*zv*A*At 00040104t for storm 04wer ovejr,, acrossr
thCftqb and below the east 5.00 feet Of south 132
feet of West halt of north"Ot quarter of the south.
w0st quarter of the southwest quarter of said Sea-
tion 29, grantod July IL 1942, to the City of ;4^onds
by 14$tvum*At MOrd4d January 23, 1963, under Auditor*
Vila so. ISSS269.
3- The POOMOUSAt ****mat granted July is, 1962, for
storm aftftr by low otto M. Solmeo to the City of
x4mondso & municipal corporation,? Over the east 10
feet of north 112 toot of the West halt of the
*MtbW*Mt VM-rt0r Of OR SOMOMOst, q"rt*r of the
sfttbv*st quarter Of sold section 29# recorded
JUtuary 29, 1963# under Auditor** fils, No. 1588213#�
and similar **,$*Mat granted by San Agor by instftooat
r"Ord*d August lSs 1%2,, under Au4itor's Pilo yie.
1509214.
QUIT CLAIM DEED AND RELEASE OF EASEMENT
THE C"TORs THE CITY OF EDMONDS3 A MUNICIPAL CORPORATION., FOR AND IN
CON31DERATION Of ONE DOLLAR AMD MUTUAL BENEFITS ARISING FROM THE DESIRE TO RELEASE
CERTAIN CONFLICTING CASEMENTS 00 HEREBY CONVEY AND QUITCLAIM To EDMONDS COMMERCIAL
DEVELOPMENT COMPANYp A PARTNERSHIPS THOSE CERTAIN EASEMENTS OVER, UNDER, UPON AND
ACROSS THE FOLLOWING DESCRIBED REAL ESTATE� SITUATED IN THE('��'S�Wql DSE71),SECTION 29-,
T27N, R4E., W.M. IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON, EACH MORE PARTI-
CULARLY DESCRIBED AS FOLLOWS:
A. A STRIP or LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND
SIDE LINES EXTENDED 3 THE CENTERLINE OF WHICH IS DESCRISED AS
FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN
OF 224TH STREET S-W. AND THE EA37 MARGIN or U.5-HIGHWAY 99j
THENCE S 25*18157"W ALONG SAID EAST MARGIN A DISTANCE OF 550.1()
FEET TO THE TRUE POINT OF BEGINNING; THENCE S 86*4411i"E., A
DISTANCE OF 279A FEET TO THE TERM14US OF SAID CENTERLINE AND
AS RECORDED UNDER AUDITOR'S FILE No. 1975580.
B. A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND
SIDE LINES EXTENDEDS THE CENTERLINE OF WHICH #3 DESCRIBED AS
FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN
or 224TH STREET S.W. AND THE EAST MARGIN OF U.S. HIGHWAY 99'
THENCE S 25*1815711 W ALONG SAID EAST MARGIN, 61.15' TO THE It
TRUE POINT OF BEGINNING; THENCE S 31`59118"E, A DISTANCE OF
1279.43 FEET; THENCE S 0055130"E� A DISTANCE OF 535 FEET;
THENCE N 89*04130"El A DISTANCE OF 109 FEET TO THE TERMINUS OF
SAID CENTER LINEO AND AS RECORDED UNDER AUDITOR'S FILE No. 1975581.
C. A STRIP Of LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND
SIDE LINES EXTENDED I THE CENTERLINE OF WHICH IS DESCRIBED AS
FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN
or 224TH STREET S.W. AND THE EAST MARGIN OF U.S. HIGHWAY 99'
THENCE S 25018157"W ALONG SAID EAST MARGIN, A DISTANCE OF
=.80 FEET TO THE TRUE POINT OF BEGINNING; THENCE S B3*41'04"
Ej A D13TANCE OF 192.25 FEET TO THE TERMINUS OF SAID CENTERLINES
AND AS RECORDED UNDER AUDITOR'S FILE No. 1975582.
D. A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES AND SIDE
LINES EXTENDED, THE CENTERLINE Or WHICH 13 DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN OF 224TH SW
AND THE EAST MARGIN OF U.S. HIGHWAY 99; THENCE 5 89031129"E, ALONG
SAID SOUTH MARGIN, A DISTANCE OF 84.57 FEET TO THE TRUE POINT
OF BEGINNING; THENCE S 16*24118"WI A DISTANCE OF 164.27 FEET TO
THE TERMINUS OF SAID CENTERLINE, AND AS RECORDED UNDER AUDITOR'S
FILE No. 1975583.
THE WITHIN CONVEYANCE IS MADE PUR3UANT TO AUTHORIZATION BY THE EDMONDS CITY COUNCIL*
IN WITNESS WfHEREOF0 SAID CORPORATION HAS CAUSED THIS INSTRUMENT TO BE EXECUTED
BY ITS PROPER OFFICERS AND ITS CORPORATE SEAL TO BE HEREWITH AFFIXED THIS 7th
DAY OF December j, 1967.
C)'TY OF ED40NDS
ATTEST: BY:
J . Z .
CITY CLERK 7 MAYOR
STATE or Mwito
Coto" or smommis"I"
00 Imis Z Z-I& UAY or ^5 Its?$ wross ma# I"
I � omm"Nopiow
A NOTARY PUSLIC IN At* Nit IM suve oir Wome"mop ow ~1"foup
A100 "000,# PCXSOI*ALLY A#PgAftf AM*
ILL L'19,e&�S.C.IK ". .
/�IC4,9 If* MC KNOW TO Ot M MAVO* Alf* CITY Cafts 490PUTOWLYs Or '111C 107Y Of
copow$ Tm gost"OtATI011 T"T Occults Tw POWOWIMO ISIMAWNT A110 ACKOW40904wo 'row
SAI* 1011IMMM " 49 "* MC A*P VOLUNTARY AtT AIID kg* Of SAID FOR
volt WWS AO PVOOSCS T*Ntl* MUTIOMS# AO 011 "Ill OTATOD TNAT IPWY Alt AVYWRIZCD
CXCCVYC IW SAI& IOOV*VWW AOW IWAlr TW SCA4. A"IX9P It VW C*Rft*AYC MAL Of
41AM 4*XVORAT#O*,
WITNESS, MY MAM& AN0 *VffgiAL 11CAL HCAC" AfPrIX" TW OAY A" YiCAA FIR*T
A#OV9 WRITIMU*
N G
�Pj
VE P A R T,
Applicant Fill
Inside Heavy Linei
Line.
USE. I R-
ION
NUMBER
V.-H
PERMIT
APPLICATION
vy
JOB
ADDRESS
C E N &A
�1
k1l
NE
f:E S 5,
I -EGA L
LOT AREA
it
0 NO
Z
A N
L
STREET R/W
SUBDIVISION NC
0 01j/ EXISTING STREET R/W FT. DEFICIENCY THIS PROPERTY
COMP. PLAN ST. R/W FT. C) FT.
ITELEPHONE NUMBER
NAME REMARKS
I-
U
W ADDRESS
CHEI
U
M CITY
TELEPHONE NUMBER
STREET AND/OR UTILITY WORK
REQ'D.
PERMIT REC
. <
El YES
NO
YES
NAME
1
/SS
UNDERGROUND
WIRING REQ'D.
ES
XY
0NO
0 AR E
I-
U PIK
TYPE CONNECTION
SANITARY SEWER
YES
0 NO
VERIFIED BY
CITY
TELEPHONE NUMBER
SEPTIC SYSTEM
APPV'D BY CITY ENG.
PE9MIT NI.
OYES
1.
Z
0
-7:76 - 917_:�
1:1 NO
t!�
STATE LICENSE NUMBER CITY LICENSE NUMBER
0 / 1-14 -
REMARKS
NO HIM0 -ro
VLI)CP ,
-
W-10A-t-
_-Upl _5s&ptj�g
4 Wop
.AM JShow Below or Attach Four Cc ies)
p
METER SIZE BUILDING SUPPLY SIZE
REMARKS
Z
o 00,
U
W
J
SIGN AREA ENV. REVIEW
ALLOWED I PROPOSED I COMPLETE I EXEMPT
REMARKS
VARIANCE OR CU
YARDS
GAS
NEW RESIDENTIAL LINE
FRONT
FIRE ZONE TYPE
NON-RESIDENTIAL SIGN
ADD RETAINING
DEMOLISH
SPECIAL INSPECT OR
REQUIRED
WALL.
ALTER EXCAVATE FENCE
0 YES 1:1 N 0
OR FILL I— X—FT)
PLAN CHECKED BY
REPAIR El PRE -MOVE swim
INSP. POOL
'Es
NUMBER OF STOR NUMBER OF
REMARKS
DWELLING
UNITS
NATURE OF WO K TO BE DONE
R
///'17
1Lnnf1_-,0
,4 d �, 7V[/ � 0 P 6 I/C-
0
PROPOSED USE
C
5 4
PLAN CHECK
NO.
jL
-:)
PLOT PLAN (INDICATE BUILDING SETBACKS,
i
ABUTTING STREETS)
BUILDING
U
0
W
PLUMBING
CI
M
-
GAS LINE
0
n
HEAT &
10hereby acknowledge that I have read this application; that the in-
r
ika b ven lifitf—rect; and that I am the owner, or the duly author-
f tl�e owner. I agree to comply with city and state laws regu-
e agen
latink 'construction; and in doing the work authorized thereby, no person
will be employed in violation of the Labor Code of the State of Washington
relating to Workmen's Compensation Insurance.
NOTE- Permit Limit One Year(Except DEMOLITIONS and FILL
PERMITi without conditional use permit, which shall be completed in 90
days; M0y_ED.JN BPjLDING.$ shall be completed in six months.)
SIG UR5AO OR G DATE SIGNED
NOTE: Applicant $61(ject to Plan Check Fee
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewalks, driveways,
marquees, etc.) will require separate permission.
FENCE
SIGN
RETAINING WALL
SWIMMING POO.L
LL AMOUNT DUE
ATTENTION
THIS PERMIT
AUTHORIZES
ONLY THE
WORK NOTED
INSPECTION
DEPARTMENT
CITY OF
EDMONDS
775-2525
BY
M
ADS NO.
IPLANNING REVIEW BY I DATE
SIDE REARI LOT COVERAGE
IGROUP I LOAD
THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
VALUATION I FEE
- — ----- I - I __ � -I- __
Z
W
W
E
z
0:1 W
3:
W
IL
W
z
W
I
IL
0
J
_1W
W
Z
1 0
NU
APPLICATION AF�PROVAL
This application is not a spermit
until siped by the Budding Official or
his Deputy; and fees are paid, and
receipt is acknowledged in space pro-
vided.
DIRECTOR'S SIGNATURE
ORIGINAL - File YELLOW - Inspector
GOLD - Assessor PINK - Owner
1 ;7-'
N Nko
v
UTILITY EASEMENT
THC UNDCRSIONED GRANTOR, EOMONDS COMMERCIAL DEVELOPMENT COMPANY
A PARTNERSHIP, FOR AND IN CONSIDCRATION OF ONE DOLLAR ($1.00) AND OTHER
GOOD AND VALUABLE CONSIDERATION IN HAND PAIDS THE RECEIPT OF WHICH IS
HEREBY ACKNOWLEDGED, DOES HERCOY GRANT, CONVEY AND TRANSFER "NTn THE
CITY ON EDMONDS, A MUNICIPAL CuRPOR"TION, A PERMANENT EASEMENT, INCLUD-
ING THC PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTER DCS-
CRIDED1 AT ANY TIME THAT IT MAY SEEM FIT) AND CONSTRUCT) MAINTAINP
REPAIR AND OPERATE MUNICIPAL UTILITIES OVERI ACROSS, THROUGH AND UNDER
THE LANDS HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO EXCAVATE ',
AND REFILL DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/oil
MAINS, AND THE FURTHCR RIGHT TO RCMOVC TREES, BUSHES, UNDERGROWTH AND
OTHER OBSTRUCTIONS INTERFERING WITH THE LOCATION, CONSTRUCTION AND
MAINTENANCE OF SAID PIPELINES AND/OR MAINS.
THE CASEMENT ANn RIGHT-OF-WAY HCREBY GRANTED 13 LOCATED IN THE
COUNTY OF SNOHOMISH, STATE OF WASHINGTONI AND IS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 10.00 FEET IN WIDTH OCTWECN SIDC LINES
AND SIDC LINES EXTENDCD, THE CENTER LINE OF WHICH IS
DESCRIBED AS FOLLOWS: COMMCNCING AT THE INTERSECTION
OF THC SOUTH MARGIN OF 224TH STREET S.W. AND THE EAST
MARGIN OF U.S. HIGHWAY 99; THENCE S 89'31'29" E) ALONG
SAID SOUTH MARGINY A DISTANCE OF 84.57 FEET TO THE
Tpuc POINT OF OCCINNING; THENCE S 16'24118" W A D13-
TANCE Oq 164.27 FEET TO THE TERMINUS OF SAID CENTER LINE.
IN WITNESS WHEREOF, THESC PRESENTS ARE HEREBY SIGNED THIS
DAY Of:- 1967.
-.4% an-cl —
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNERSHIP)
BY: ERNEST �,. HAHN BLDG. A5SOCIATES
(A PAR7�NE PA
_JSH I P) , /T
BY:
/IERMAN�MAIERP PARTNER
Byi NEWMAN PROPERTIES NO. 3
(A R TNERSHIP), PARTNER
R
BY: ' N Ivic
4u, 4,1q1tj,(ij1 71 _
RR� N E IAN, JIR . (J)
TAX
C11 No S"It`r�
6
121,
OFFICIAL RECORDS
VOL M't-,l
mom
!111MITN 11; r F17, 0-9— W Q I "T
I Up Qw m
?
RIM:
I In
Ma
11T il 9,
01,
'5'
flirt
r7i
I, I 7m.-, . T
Nf
a '(1i
0
3
06 z
rn
0
uj
7-
CIO q-
C!)
0,
C)
tv;
>
STATE OF CALIFOP,'NU,
.2
rG
01
SS
COUNTY OF LOS ANG�"LLS
-� ), '�;' 0 19 U7 me, the undersi-n-
On
ed) a NoLary Public iii L,,nd for said SLaLe, personally
4 J� i� mA N t4 A i v 0Z
appeared i 1.1j, W "WN2 known to me to be one of the
par�:-ners of ERN'1'.-ST 1-1. HAHN BLDG. ASSOCIATES,, a partner-
shil), said par-'riershil) being known to me to be one of
i-_lic partners of LI)NO11DS DEVELOPMENT COMPANY,
Lhe partnership �_-ha_ e)cccuced the within instrument and
ack-
nowledged to ue J-hat he o.,:ccuted the same as a part-
ner of the parLnership first above named, that said part-
nership executed the same as a partner of said EDMONDS
COI.24ERCIAL D,','V'1`:LOPNT,NT C_.,:.'PANY., and that said last named
parcriership Q.�CuLcd Llia
WITNESS my haii(l and ol�'icizil seal.
4LL
HERBERT W. STOLTENBF ............ . ...... . .............
STI.TE OF CALIFO!"11I,'My Irmission Expires March i, I.q o HERBERT W. STOLTENBER�j
SS NOTARY PURLIC-CALWORNIA
COUNTY OF LOS ANGELES� PRINCIPAL OFFICE IN
LOS ANGELES COUNTY
... .... Z ....... 11.1 .......................
On before me, L'-Ke' �n. d. e signe ,
a lio--ary Public in and .Lor said State, personally appear-
ed HARRY jl�. , kno�.jn to me to be one of the part -
tiers of 111101.1EIRTIES NO. 3, a partnership, said part-
riership lbeiu3 known Lo r.-.c Lo be one of the parLners of
EDMONDS CO1'.d,1L'1?,CUL DEV1'_]LOP1.j:',NT COMPANY, the partnership
LhaL executed �he ,!ithin insLrument and acknowledged to
me �:haL lie exccuLcd Lhe same as a partner of the partner-
ship tirsL abovo nai-�iccl, t1hat said partnership executed
Llic saiio ii a parl-ner ol" said EDMONDS CO1,'24LRCIAL DEVELOP-
IdENT COi1iPi`,NY, �irid Lliat sal-cl lasL named partnership ex-
ccuCcd the i��i.cie.
and Of1iC4
............... hand Lal seal.
. ............. . . .................
UPW RI IN. Sj_.jj IF Nprj?r
?y P11RI 1(' ("�I 1� 10, NIA
(411CI IN HMERT W. STOLTEN13ERG
............ ................. I .. ....... ................... My Commission Expires March 1. 1970
OFFICIAL RECORDS
VOL 129 PA"C'i 2 7 8
"W
7
C/
UT I L ITY SEMENT
n2-L- I ' I _L1 " I
THE-UNDERSIGNEo GRANTOR, EDMONDS COMMERCIAL DEVELOPMENT COMPANY,
A PARTNERSHIP, FOR AND IN CONSIDERATION OF OINE DOLLAR (!.I')1.00) AND OTHER
GOOD AND VALUABLE CONSIDERATION IN HAND PAID, THE RECEIPT OF WHICH IS
HEREBY ACKNOWLEDGED, DOES HEREBY GRANT, CONVEY AND TRANSFEU UNTO THE
CITY OF EDMONDS, A MUN'ICIPAL CORPORATION, A PERMANENT EASEMENT, INCLUDING
THE PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTER DESCRIBED,
AT ANY TIME THAT IT MAY SEEM FIT, AND CONSTRUCT, MAINTAINY REPAIR AND
OPERATE MUNICIPAL UTILITIES OVER) ACROSS, THROUGH AND UNDER THE LANDS
HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/OR MAINS, AND
THE FURTHER RIGHT TO REMOVE TRECS, BUSHES, UNDERGROWTH AND OTHER OBSTRUC-
TIONS INTERFERING WITH THE LOCATION, CONSTRUCTION AND MAINTENANCE OF
SAID PIPELINES AND/OR MAINS.
THE EASEMENT AND RIGHT-OF-WAY HEREBY GRANTED IS LOeATED IN THE
COUNTY OF iSNO110MISti, STATE OF WASHINGTON, AND IS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 10.00 FEET IN WIDTH BETWEEN SIDE LINES
AND SIDE LINES EXTENDED, THE CENTER LINE OF WHICH is
DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION
OF THE SOUTH MARGIN OF 224TH STREET S.W. AND THE EAST
MARGIN OF U;S. HIGHWAY 99; THENCE S 25018'57" W ALONG
SAID EAST MARGIN, A DISTANCE OF 350.80 FEET TO THE TRUE
POINT OF BEGINNING. THENCE S 83041'04" E, A DISTANCE OF
192.25 FEET TO THE TERMINUS OF SAID CENTER LINE.
11 WITNESS WHEREOF), THESE PRESENTS ARE HEREBY SIGNED THIS
DAY OF 6
1967.
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNERSHIP)
BY: ERNEST HAHN BLDG-. ASSOCIATES
,(A PAR'r/N[ SHIP), PARTNER
B Y
E E�M
RMAN MAIER) PARTNER
BY: NEWMAN PROPERTIES NO. 3.
(A P jERSHIP), PARTNER
W A�
By-- a
HARR NE JR.
No SAL
REQUf17S. TAX
D
OFFICIAL REW-REk,
vl"L
'. t' F � 7.5L
CC
cr,
0 Cr
X
C
STATE OF CALIFOTINLA�, A --
ryl 7
(n,
X
SS 2
COUNTY OF LOS ANGELES
"I r".)
On �14i 0
A CZ G7 before me, the undersign- �3
6
ed, a Notary Pul)lic ill and for said SCaLe, personally ip
�1 ERMANJ M A I
a P p e a r e d
'I I known to me to be one of tile
par"ners of EjjjjLS,r Ij. HARN BLDG. ASSOCIATES', a partner-
ship, said partnership being known to me to be one of
the partners of EDMONDS CMIERCIAL DEVELOPI.IENT COMPANY
L11c partnership LhaL oxecuLed the within insLrumenL and
acknowledged to T,,.e that he executed the saine as a part-
ner of the parLnership firsL: above named, i:hat said part-
nership executed the same as a partner of said EDMONDS
C 1.
OIM'RCIAL DEVELOPI-IE'NT COMPA14y, and that said last named
partnership executed Lhe same.
WITNESS my hand and official seal.
RENBERG ........................ . ........ . .......
H4EIBMR�TtW. _ST�Oni�p�hiarp�A 4j".0 . ... . ....
" .... ..... .
STATE OF CALIFORNIA YY Commission Expires March 1, 19jo HMERT W. ST0'LT'EN'R'ER'G
SS NOTARY PUBLIC -CALIFORNIA
COUNTY OF LOS ANGELES� PRINCIPAL OFFICE IN
04ROV, LOS ANGELES COUNTY
On &..;� .......
before me, the
a Notary Public in and for said State, personally appear-
ed HARRY NEWITAN, JR.. known to me to be one of the part-
ners of NEWIMAN PROPIERTIES NO. 3, a partnership, said part-
nership being known to me to be one of the partners of
EDAONDS COI�114ERCIAL DEVELOPMENT COMPANY, the parLnership
11-1C executed Lhe wiLhin instrument and acknowledged to
rae �hat he execuLe(
-1 the same as a partner of the partner-
sl�ip firs� above namcd, that said par�nership executed
i:1--e same as a parLner of said EDMONDS COK;MERCIAL DEVE.LOP-
NENT CO1,WPj1'1y, and LhaL said lasL named partnership ex-
Lhe S"AMC.
............. wi-T�4,1" TAY of.,."icial seal.
.... . ......
('At lfo�tNIA
0�j 1(,L
E'�' C01 )N ry HERBERT W. STOLTENBERG
............................... . ........... MY Commission Expires March 1CONCIAL RECORDS
V01-
1
q17'
�";o
N"
4,
1. .7--N
Dq
NH
0>) N \J
"�-Ny \\, N\
1A
UTILITY EASEMENT
THE UNDERSIGNED GRANTOR, EDMONDS COMMERCIAL DEVELOPMENT COMPANY
A PARTNER314IFly FOR AND IN CONSIDERATION OF ONE DOLLAR ($1.00) AND OTHER
GOOD ANI) VALUABI.0 CONSIDERATION IN HAND PAIL), THE Rl.-Cl.-IPT Ol.- wIjICH 1�.
HERFOY ACKNOWLEDGEO, DOES HERL.13Y GRANT, CONVEY AND TRANSFER UNTO THE
CITY OF MAONDS, A MUNICIPAL CORPORATION, A PERMANENT EASEMENT, INCLUDING
THE PERPETUAL RIGHT TO ENTER UPON THE REAL ESTATE HEREINAFTI-P DESCRIF-ILD,
AT ANY TIME THAT 11' MAY :5EEM f-IT, AND CONSTRUCT, MAINTAIN, REPAIR AND
OPERATE MUNICIPAL UTILITIES OVER, ACROSS, THROUGH AND UNDER THE LANDS
HEREINAFTER DESCRIBED) TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/OR MAINS, AND
THE FURTHER RIGHT TO REMOVE rREEs, BUSHES, UNDERGROWTH AND OTHER OBSTRUC-
TIONS INTERFERING WITH THE LOCATION, CONSTRUCTION AND MAINTENANCE OF SAID
PIPELINES AND/OR MAINS.
THE CASEPICINIT AND RIGHT-OF-WAY HEREBY GRANTED If, LOCATED IN THE
COUNTY OF 9I`lOIIOMIf;H, STATE OF WASHINGTON) AND 13 MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A STRIP OF LAND 10.00 FEET IN WIDTH BrTWEEN SIDE LINES
AND SIDE LINES EXTENDED, THE CENTER LINE OF WHICH 13
DESCRIBED AS FOLLOWS: COMMENCING AT THC INTERSECTION
OF THE SOUTH MARGIN OF L2)24TH STREET S.W. AND THE EAST
MARGIN OF U.S. HIGHWAY 99; THENCE IS 25'18157" ',,] ALONG
SAID CA i ST MARGIN, 61.15' TO THE TRUE POINT of- BEGINNING;
THENCE 6 31059'18" El A DISTANCE OF 121.43 Fr-F'T;,T'HENCE'
S O'551JO" E, A DISTANCE OF 5,35 FEET; THENCE N 80'04"30"
EAST, A DISTANCE OF 109 FEET TO THE TERMINUS OF SAID
CENTER LINE.
IN 1.41TNESS WHEREOF, THES PRESENTS ARE HEREBY SIGNED THIS
DAY OF
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNERSHIP)
BY: ERNEST W. HAHN BLDG. ASSOCIATES
(A PAR' E R H I . P), PARTN/rR
BY:
/14ERMAN MAIER, PARTNER
BY: NEWMAN PROPERTIES NO. 3
(A PKATINIFRSHIP), PARTNER
B
IT�
, 3
AN) JR.
NO SALES TA>,C,!
REQUIRED
JUL 2 6
,�-1
'M
fn
CL
C�j 3 0
C5
C)
(b
rn
STATE OF CALIFORNIA A(K 0
SS
COUNTY OF LOS ANGELES
14L
On 6W1 t"CILZ before me, the undersign-
ed, a Notary Public in and for said State, personally
1+ E_r K M A 1-j M A ItR_
appeared,c-.RN ; =11'.1; known to me to be one of the
partners of ERNEST W. HAHN BLDG. ASSOCIATES, a partner-
ship, said partnership being known to me to be one of
the partners of EDIMONDS COMMERCIAL DEVELOPMENT COMPANY,
the partnership that executed the within instrument and
acknowledged to me that he executed the sarne as a part-
ner of the partnership first above named, that said part-
nership executed the same as a partner of said EDMONDS
C%1ME-RCIAL DEVELOPMENT COMPANY, and that said last named
partnership executed the same.
WITNESS my hand and official seal.
HERBERT W. �TOLT_E_NB_ERGt ............. I ...... I .......... . ..........
STATE OF CALIFORN A �y Gommission Expires March 1, 1970 HERBERT W. STOLTENBERG
NOTARY PUBLIC -CALIFORNIA
COUNTY OF LOS ANGELES� SS PRIN I CIPAL OFFICE IN
LOS ANGELES COUNTY
On un ersigned,
before me, the
a Notary Public in and for said State, personally appear-
W ed HARRY NE�MAN, JR., known to me to be one of the part-
ners of NE1,7MAN PROPERTIES NO. 3, a partnership, said part -
LC nership being known to me to be one of the partners of
I--. ED14ONDS COMMERCIAL DEVELOPMENT COMPANY, the partnership
V.
that executed the within instrument and acknowledged to
rfic that he execuLed the same as a partner of the partner -
GO ship first above named, that said partnership executed
Lh,c same as a partner of said EDMONDS COMIERCIAL DEVELOP-
IvILN'T COMPANY, and that: said last named partnership ex-
ccuLcd the saro.e.
WITNESS my hand and official seal.
......... . ........................... i ...............................
HE1,7ERT W. STOLT[f4RERG
r/,,I?y I'Mit. IC -CAI IFORNIA
PRINCIPAL
()Ffl(,L IN
HERK PT W. �70LJEII LJFR(-3
'I t E,,
L0,; ANkj . (.;() (,j N r
............................................... I ......... I .............
I MV 607IMj CiUn ru �r ILA k
I, -I a- 40
OFFICIAL RECORM
V 0 1�, 7f 29 PAGF 274'
v ..............
Oil
4
Al
6�
41� X
N N
\S
UTILITY E;\SEMENT
THE UNDERSIGNED GRANTOR, EDMONDS COMMERCIAL DEVELOPMENT COMPANY)
A PARTHERISHIP, FOR AND IN CONSIDERATION OF ONE DOLLAR ($1.00) AND OTHER
GOOD AND VALUABLE CONSIDERATION IN HAND PAID, THE RECEIPT OF WHICH IS
HEREBY ACKNOWLEDGED, DOES HEREBY GRANT, CONVEY AND TRANSFER UNTO THE
CITY OF EDMONDS, A MUNICIPAL CORPORATION, A PERMANENT EASEMENT, INCLUDING
THE PERPETUAL RIGHT TO ENTER UPON THE. REAL ESTATE HFREINAF'rcr� DESCRIBED)
AT ANY TIME THAT IT MAY SEEM FIT) AND CONSTRUCT, MAINTAIN) REPAIR AND
OPERATE MUNICIPAL UTILITIC3 OVER) ACROISjl THROUGH AND UNDER THE LANDS
HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO EXCAVATE AND REFILL
DITCHES AND/OR TRENCHES FOR THE LOCATION OF PIPELINES AND/OR MAINS, AND
THE FURIHER RIGHT TO REMOVE TREES, BUSHESy UNDERGROWTH AND OTI.ICR 013STRUC-
TION3 INTERFERING WITH THE LOCATION, CONSTRUCTION AND MAINTENANCE OF
SAID PIPELINES AND/OR MAINS.
THE: EA�;EMENT AND f?IGHT_DF-WAY HEREBY GRANTED 13 LOCAT17D 114 THE
COUNTY OF SNOHOMISH, STATE OF:' VIASHINGTONY AND 13 MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A swm, OF LAND 10.00 17 EET IN WIDTH BETWEEN SIDE I-INF-.';;
AND SIDE LINES EXTENDED, T14E CLNTERLINE OF WHICI-1 13
DC.SCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF
THE SOUTH MAR0,1N OF 224TH S-mcET S.W. AND THE EAST MARGIN
OF U.S. Fll(,--I-IWAY 99, THENCE S 25018'57" W ALONG SAID [AST
MARGIN A DISTANCE OF 550.16 FE 17 T TO THE TRUE POINT OF'
DEC I NN I NG; THENCE S 86044 1 1�3" E A D I STANCE 0 FEET
TO THE TERMINUS OF SAID CENTER LINE. IIED
, 4N WITNESS WHEREOF, THESE PRESFINITS3 ARE HEREBY SIGNED THIS
-It DAY OF
1967.
EDMONDS COMMERCIAL DEVELOPMENT COMPANY
(A PARTNER3HIP)
BY: ERNEST Y*. HAI-IN 13LDG. ASSOCIATES
(A PAR 'NE' HIP), PARTNF
BY:
/WRI�AN MAI'ER' PARTNER
BY: NEWMAN PROPERTIES NO. 3
(A PAR/ NERSI-1111)) PARTNER
N
Y:
R NEWM �N' jr" .
NO SAL -ES TAX
REQUI.RED
JUL
M111 Sl' [HSI
"(2
OFFICIAL RFORD-5
;5 1: ........... I:
P !' ll!:'!'!�
0
0
W.
COD
I rl
C: C.: 0
<
--W�
Z' :� (-) (7)
STATE OF CALIFORNU.s.
5.
SS wz; ;x,
�r(:) 0
COUNTY OF LOS ANGELES 0
On lbefore me, the undersign— 0
ed, a Notary Public in and for said State, personally
14 1- /4 A- I r e-
appeared known to me to be one of the
ar, a parLner-
p uners of ERNEST 1-1. HAHN BLDG. ASSOCIATESI
ship, said parLnership being known to me to be,one of
the partners of EDMONDS COM�IERCIAL DEVELOPITENT COMPANY,
the partnership Lha� executed the within instrument and
acknowledged to me Lhat he executed the same as a part-
ner of the parLnership first above named, that said part-
nership.., execuLed the same as a partner of said EDMONDS
COI-M-RCIAL DEVELOP11,"NT COMPANY, and that said last: named
partnership executed the same.
WITNESS my hand and official,seal.
W.
,T01_TE*N BERG .... . ... .... ...... I .................. ........
STATE OF CALIFO1Z1\TIA )MY (',Q31mi!zion Expiri!s March 1, Jq7q HERBERT W. STOLTENBERG
NOIARY PUBLIC. CALIFORNIA
COUNTY OF LOS ANGELES� SS PRINCIPAL OFFICE IN
C, LOS ANGELES COUNTY'
On �? IV be fore me the .................. . ........... ........
a Notary Public in and for said State, personally appear-
ed HARRY NEWMAN, JR., known to me to be one of the part-
ners of Iffi.1,71,1AN PROP17IRTIES NO. 3, a partnership, said part-
nership being known to me to be one of the partners of
EDI�IONDS COI�ZIERCIAL DEVELOP1,1ENT COMPANY, the partnership
Lhat executed Lhe within instrument and acknowledged to
ine that Lie execut:cd the same as a partner of the partner-
ship firsL above narmecl) that said parLnership executed
:_he same' as a pai-Li-icr of said ElYMONDS COHIERCIAL DEVELOP-
1,1LN'T COI-IPANY, and tha� said las� named parLnership ex-
ect-iLcc.[ --the same.
1113' hancl and official soal.
............ ..., ....... 1.11. ......... . ... . ....
")JOI.TENRERG I
HERBERT W.
NO I Ali y P1 IHL IC. CAI
I FQRNI A
()Ffl(,,E IN S TO L. T'p., r-i c
L0:1, W;j C
......... .. _)N I GO--r:rii:;:;ion
............................................. .........
v.oL V9 pAcE272
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04/25/89
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4/25/G9
CITY OFEDMONDS
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15
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No* 60 2
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60159200.
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04/21/89,
04/14/89 021151
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04/25/89
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4/25/89
10*037t3O
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CITY OF EDMONDS
Inquire Customer History
UB2011
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Key
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1-6
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No* 607425
SS KRESGUE CO
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10/27/88
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Key
L5
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Nov 607425,
SS KRESQUE.CO
17
14
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60159200
18
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19
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17
01/24/89
01/17/89 020709
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131 Customer No, 60-r425—SS-KRESGUE-CO j17
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APPROVE[) By PLAN10iiNt
U I y ut- tumulmuZi
BUILDING DEPARTMENT
WORK64A
A D D r � E S S
APPROVED DATE:
13LDG. OFFICIAL
FERMOT NUMBER
L�_l M
"RANCH MARKET'= T- 6" LETTERS; LOGO = 71 - 011 f.
-Bulur On
TOTAL SQUARE FOOTAGE = 103.6 7 SQ. FT. RELUM ELECTRICAL UTILITY AND/OR
09M SnL BE PLACED UNDERGROUND
E 7-
-ionsi
JOIN 2
hTw IN in goal tons i5l lw Effolffolooplis was No
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1 111111111111 11111111111millimill I I I I I I I I if 11111111111 1111111 1 1 111 1 1 1 1111111 11111i
tillimikilloll I I I 1 111111 1 11111111] IB I Hills
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PARTIAL ELEVATION SCALE: ± 1 /8 V_ 011
THESE ORIGINAL DRAWINGS AND SPECIFICATIONS
ARE PROPRIETARY AND/OR CONFIDENTIAL TO
BERRY NEON CO. INC. (BNC), AND SHALL NOT BE
berryREPRODUCED
IN WHOLE OR IN PART, OR USED
IN ANY MANNER EXCEPT IN THE COURSE OF
neon
"DOING BUSINESS" WITH BNC, WITHOUT PRIOR
WRITTEN PERMISSION OF BNC. @ COPYRIGHT —
BERRY NEON CO.,INC. REGISTRATION PENDING.
kki
RE:cmVED
STREET RLE AU6 -- 1 2u�
PERAIT COUNT, ER
JOB NAME: 99 RANCH MARKET CLIENT APPROVAL: __T FILE NAME:
SCALE: 114" 1 '- 0" (OR AS NOTED) DATE: 3 / 25 / 2003 REVISED: 5/2/2003 7/3/2003 99RANCH.
7 so
SPECIFICATIONS: INDIVIDUAL SELF CONTAINED PAN CHA�,4NEL LETTER & MODULE DISPLAY. ALUMINUM SIDEWALLS - BLACK; 1 " TRIM CAP - RED LETTERS, GREEN LOGO 'WREATH L)erry
3/16" PLEXIGLAS FACES - RED LETTERS, GREEN LOGO'WREATH" (WI BLOCKOUT WHITE VINYL ON'WREATH"). INTERIOR NEON ILLUMINATION. NON -LIT "V'. - neon
21027 61st "E. WEST P. 0. BOX 5269 LYNNWOOD, WA 98046 (425) 776-8835 (800) 488-2430 FAX (425) 774-8221 E-MAIL design@berryneonsigns.com
9
FF�brjcated metal arched �roor structure
will be painted bright red.
[OPTION: Two tubes of clear red border tube)
paint gloss
Two tubes of c
?r tube]
a 'Fa e metal cabinet,
ain 191 s white, itiuminat
in emalt ith 800MA
tuo Ce amps.
C groun wilt be white le
Mcorat& first surface.
RANCH MARKE
. . . . . . . . . . .... ill be green [wri
777-
0.3 c y will be red
TENANT
T E N A N T
Fabricated metal cabinet,
paint gitiss'white, illuminal
inte a w* th 800MA
re cent tamps.
ftuo s
IP�nantlfaces will be white
TENANT
TENANT
Fabricated metal pole cov(
painted dirk green, matte
9�
Optio n: Select color from t
b
T E N A N T
TENANT
I i
T E N A N T TENANT
Ilia
APPROVED AS NOTED AW0
BY ENG114EERING
Date:__2u(� Za.0-
leW*Tkvv_ !�t&N IS rc> One Double Faced ittum . inated PyLon Display End View Night View RECERVED
V.V, Locp"Tv%, ow 0 Ov')�
ALIC 23D
PERMIT COUNTER
Job Name: 99 Ranch Market Scale: 1 4"= V-0" Client Approval: This is an original unpublished drawing, created by Berry Neon Company. It Is submitted for your personal
Site Address: Edmonds, WA Date:5-13-03 Desi gner: Kay Rice Christensen - use In connection with a project being planned for Vou by Berry Neon Company. It Is not . to be shown to
0- - Design No.: 03-40100 [99 Ranch Market 21 E: 1.16 anyone outside your organization, or to be used, reproduced, copied or exhibited in any fashion.
- Sales Representative; Ron Jacobs
B E R R Y Off icelDetiverik: 6333 212th Street SW, Suite C, Lynnwood, WA 98036 0 Mailing Address: P.O. Box 5269, Lynnwiood, WA 98046 m (425) 776-8835 (800) 488-2430 0 Fax:(425) 774-8221 ej E-Mail: info@Berryneonsigns.com
N E 0 N
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AUG - 11 2003
X/ /I 7W b� Z70qZ70o307Y00
Parcel Legal Description
SEC 29 TWP 27 RGE 04 COM SW COR SEC 29 TH NO I * I I 02W ALG W LN SD SEC 533.66FT TO S
LN OF N 132FT OF W1/2 SWIM SWIM SWIM TH S89*34 04E ALG SD S LN30.01FT TO ELY MGN
OF 76TH AVE W TPB TH NO I* I I 02W ALG SD ELY MGN 132.15FT TO INT SD ELY MGNI OF 76TH
AVE WWH ELY MGN OF FUWN'99THN25*15 57E ALG ELY MGNL700.08FT TO SLY MGNL OF
224TH ST SW TH S89*31 29E ALG SD SLY MGN 327.63FT TO NIWLY COR LOT I BLK I BINGS
SUN VALLEY ADD NO 5 TH SOO*55 30E ALG WLY BDY OF SD BINGS ADD 575.02FT TO SW
COR LOT 5 BLK I SD ADD TH WILY 333.74FT M/L TO NW COR LOT 6 BLK I OLIVER PARK TH S
132FT TH N89*34 04W 93.3 IFT TH NOI * I I 02W 60FT TH N89*34 04W 15OFT TH SO I * I I 02E 60FT
TH N89*34 04W 60FT TO TPB TGW FDP BLK I LOTS 5 & 6 PLAT OF OLIVER PARK TGW WLY
1/2 VAC OLIVER LANE LY ADJ SD LOTS TGW BLK 2 LOTS 5 & 6PLAT OF OLIVER PARK TGW
E1/2 VAC OLIVER LANE LY ADJ SD LOTS LESS R/W AT COR HWY 99 & 224TH ST SW TO CITY
PROJCC'r MAMC & A00nC913
r
z z �5-11 y
be- gig Been cafflf"u
P.O. Box 52G9
LYNNWOOD, WA 98046
PHONE (4ZS)77G-8835
BERRYNC077CM
BERRYNCO85L3
INFORMATION SHOWN AS PROVIOCO & APPROVIZO GY OWNCR / LANOLDRO / ARCHITCCT.
)e 3,K (,-X 4�0 koLe-S
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"Fabricated metal arched 'roor structure
wilt be painted bright red.
[OPTION: Two tubes of clear red border tube]
V-6-
Round support tube, paint gloss
black
00111111111111,11,
(OPTION: Two tubes of clear
red border tube]
Fabdrat-1 metal cabinet,
paint gloss white, illuminate
VW
Intematty with 800MA
,
fluorescent lamps.
----------------_--_-
Background will be white lexan,
decorated first surface.
IRANCH
I'.
MARKET-;;..
4%0" logo wilt be green (wreath]
and red [99)
10.3"copy wilt be red
C-4 T E N A it T
+1
T E: 14 pi T
Fabricated metal cabinet,
paint gloss white, illuminate
internally with 800MA
fluorescent lamps.
—Tenant faces will be white texan
T E N A N T
T E 14 A 14 T
Fabricated metal pole covers,
painted dark green, matte finish
C�4
Option: Select color from building
T E t4 A 11 T
T E N A 14 T
RECEIVED
T E rl A 1-1 T
T E 11 A 11 T
----- ---
AUG - 1 2003
PERMIT COUNTER
e- 7 99,
14eA
PROJECY NAMC & ADoncaB
Rq�vck P.O. Box 5269
Z Z,6- 41W LYNNWOOD, WA 98046
y PHONE (425)776-8835
iEW,*nC;,Vc
JS w 14 99OZo BERRYNC077CM
BERRYNCO85L3
INrOnMATION SHOWN AS PROVIDED & APPROVIZD OY OWNER / LANDLORD / ARCHITECT.
7'- 6 3/16"
3 - 6 3 5/16"
'
top
ANCH MARKET"= 3'- 6" LETTERS; LOGO 7'- On
K__
L
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---RANCH MARKET
filimmil
I
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ummulmm
PH Lff m. am.,
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--------------
PARTIAL ELEVATION SCALE: ±1/8" = 1'- 0"
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JOB NAME: 99 RANCH MARKET CLIENrAPPROVAL:
SCALE: 114" = V- On (OR AS N6TED) DATE: 3 / 25 / 2003 REVISED: 5/2/2003 7/3/2003 FILE NAME: 99RANCH.
SPECIFICATIONS: INDMDUAL SELF CONTAINED PAN CKANNEL LETTER & MODULE DISPLAY. ALUMINUM SIDEWALLS - BLACK; l"TRIM CAP - RED LETTERS, GREEN LOGO "WREATH
3/16" PLEXIGLAS FACES - RED LETrERS, GREEN LOGO"WREATH" (WI BLOCKOUT WHITE VINYL ON "WREATH-1. INTERIOR NEON ILLUMINATION. NON -LIT W.
mo q. ft"c.
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AUG - 12003
PERMIT COUNTER
c4j e —C—/- of- I f 14 -/ /* 0
7
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P.O. Box 5ZG9
Z Z 41w LYNNwoo*o, WA 9EI046
y PHONE (425)77G-8835
V Alells W A 9�90zc) BERRYNC077CM
BERRYNCO85L3
INFORMATION SHOWN AS PROVIDED & APPROVIZO GY OWNER / LANOLORO of ARCHITECT.
1w,jo g �Wj
C5�4�11 A4�� 411
W"dw- �y
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RECOVED
AUG - I 2CO3
PERMIT CoUjyTEn
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SUPPLY CONDUCTORS
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(6) 3%3/8'galvanize Bolt With Washer &W56r)
Mounted Direct To Studs
Elevation
C31006 FAtion C C Amend"Ium"
C aenls
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't"Sign Location
F
Sign face to
CITY OF EDM
BUILDING DEPA
WORK_W
ADDRESS
OWNER
-1
�F'DnOVED. DATE:
3 IDG. OFFICIAL— 166 71
P-Eb-7"IP-'�,517 UMBER
-qi n I nr%ntinn*
I "I I I �:l SITE PLAN
unannel Letter lypical Affachment 72-511 Highway 99 #110 Edmonds WA 98026 U100111 1111cetwRM Jr(Bome UTOC2 N.T.S.
Scale: None Swe luboir & fflMduemw
a "I'll", a I
k"11121-2011
VICINITY MAP
Web: www.spiralsignawning.com
Email: Sale@spiralsignawning.com
3814 4th Ave. South # i o
Seattle, WA 98134
Tel: 206.381.0832
1-888-338-1083
Job name:
abc
Address:
22511 Highway 99 #110
Edmonds WA 98026
Designer:
Tuan Nguyen
Client Approval
Date:
El Approved
El Declined
Signature:
NRECEIVED
NOV 17 200Q
DEVEL0pr,r,pNTSERV �
CITY OF EDMn2Gnc'_q8_M*
This design presentation is the property of
Spiral Sign & Awning. All rights to use, alter,
or reproduce are prohibited without written
permission.
-Sign -Type:
Wall Sign
Quality:
..,STREET
maA ih 0,VA*
P*
ELE I REQUIREMENTS �p�
20 AMP/1 20V CIRCUIT(S) REQUIRED
SI D.. UL LISTED
GN LOA —AMPS.
9 1. 12.8
UXYT
SWITCH RATING.'20 AMP 120W277V SI nsCert.."..
GROUNDINGIBONDING OF SIGN PER ALL ELECTRIC SIGNAGE REQUIRES A
DEDICATED HOT NEUTRAL.GROUND
NEC 250
ALL SIGN COMONDM ARE VIRL USTED TERMINTING AT PANEL
A w ftAwnMion.5
APPROVED BY PLANNING
4
RESUB
DEC - 3 2009
BUILDING,DEPA"TMENI
cily 0 EDMONDS
STREET FILE
6
K
I I VV 1 7 -7
—1
fv --,-j
Channel Letter w/ Raceway
121
0 0
2411 V 59visionaireoptical 811
Total Sign Sq: 20sq
4
TYPICAL INSTALLATION
5 1. BUILDING WALL(FASCIA)
2.3/811 x 3 1/2" LAGS BOLTS, 4 TOP & 4 BOTTOM
3. TRANSFORMER
4.15mm NEON GLASS TUBE (COLOR: RED)
5. PLEXIGRAS FACES
6. RACEWAY BOX (COLOR: MATCH TO BUILING WALL)
^-MEET FILE
W
RECEIVED
J U N 2 12004
PERMIT COUNTER
WHITE
1851 Hwy 99 WA 98037
TeVFax 425-744-o441
WA Lic.# 601 969 398
L & I # WHM1976CJ
Customer:
Visionaire Optical
Address:
22511 Hwy 99 #112
EdmondsWA98046
Date:
Sales Rep:
Phone: 425-744-0441
Design by:
Landloard Approval:
Date:
Customer Approval:
Date:
PLEASENOTE:
The information and design
showri in this presentation is the
property of White Signs
Service L.L.C. until released by
sale.
We request that this information
be kept within the business for
which is was created and not
released for general use.
O�V�D, BY PLANNII
�1)-eloq
0
0
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK —5167r--1
ADDRESS,
OWNER, Vi"2acylairz,
APPROVED DATF-.-
BLDG. OFFICIAL,
PERMIT NUMBER
STRENE-16 FILE
01
RECEIVED
I U N 2 12004
PERMIT COUNTER
SPECIFICATIONS
r Source fts Illuminated channel letters and module mounted
UL tn -indi v iduafiy on stucco si di ng. (W I ref
COMO
Neon Colors:"Nail Supply" —white
Toggle "Nail module" — red and white
1/2' EKr Comprenion Connector
Trim and return — black
Transformer Rebon
Total signagei 16.9' sq.
(4) Four 1/2jn x 1/2in EKr Spacer
w/ 010 screw through letter inlo wall
4" +L, e LA CC
vy0k YK-e-
- — — — — — — — — — — — — — — — — —
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DEC 2 9 2003
PERMIT COUNTE9'
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DEC 2 9 2003
PERMIT COUNTER
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STREET FILE
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RECEIVED
NOV 2 12003
PERMIT COUNTER
li
25'-0" (300") STOREFRONT 174.6'
EQUAL 14'-6.6" (174.6'1-- EQUAL 5'
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EQ
57.32'
SET OF S3 WHITE CHANNEL LETTERS SCALE
MANUFACTURE INSTALL ONE (1)
CINGULAR"
101-00
FACES:. 177' ROHM & HAAS # 7328 WHITE ACRYLIC (NO DIFFUSER)
TRIMCAP: 1' BLACK
IZ 2111. (Z NON -STOCK RETURN AND
RETURNS: 5' DEEP ALLIANCE .050' ALUMINUM TRIMCAP COLOR
PRE -FINISHED BLACK
EQ WITH PRE-APPUED 3M L.E.F #3630-100 ON INTERIOR SURFACE.
LETTER BACKS: .063" ALUMINUM PAINTED SPRAYLAT 'STARBRfTE'
"LETTER-LOK" 2000 FASTENING OF NOTCHED RETURNS TO LETTER BACKS.
ILLUMINATION: 60ma EGL 13mm 65DO WHITE NEON, AS REOUIREO FOR PROPER ILLUMINATION
7.
7*�� *JACK"
FACE: .1 7-l' #7328 WHITE ACRYLIC WITH FIRST SURFACE 3M #VTV-9936 ORANGE TRANSLUCENT VINYL.
_5
TFUMCAP: 1 " BLACK.
RETURNS: 5' DEEP ALLANCE.050' ALUMINUM
V. PRE -FINISHED BLACK.
7 WITH PRE-APPUED 3M L.E.F #3630-100 ON INTERIOR SURFACE.
SEE SHEET 5
_Y OF EDMONDS
Ur
LETTER BACKS: .063* ALUMINUM PAINTED SPRAYLAT 'STARBRITE'
'LETTER-LOr 2000 FASTENING OF NOTCHED RETURNS TO LETTER BACKS.
BUILD
ING DEPARTMENT ILLUMINATION: LEDs, SLOAN CHANNEL L.E.D. ORANGE #611
�7 Z
'WIRELESS'
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STOREFRONT ELEVATION 3/16" l'-O' p rit 7, wl 0 7
INSTALL ONE SET OF S3 WHITE CHANNEL LETTERS C�Wg
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BEHIND VJUL VII,
—ALUVIACK
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110 x2' CCREVA L
rn OTY. 3-6 PER LETTf R
7/8' 1 -Sun - Thurs 11:00 a 8:00 prri
16 S c- cL L e-
7/8' 1 Fri - Sat 10:00 a 8:00 pm:
RACK fRN C4P Posojecr 14AME A00FIC06
v r 1'0- e- beagg Been COMPMU
P.O. Box 5Z69
"9 w1w
0 Gl-FS HOURS VINYL - FIRST SURFACE SCALE 3" 1'-0" Alw cl 5 LYNNWOOD, WA 913046
"JACK' VINYL TO BE 3M VTV #9936 ORANGE VINYL. PHONE: (425)776-8835
ALL COPY VINYL TO BE 3M #7725-10 WHITE VINYL.
ALL FIRST SURFACE APPLICATION. cl/ m o v a/s, wA 9 0 z- BERRYNC077CM
TRIM 'JACK* IN FIELD TO FIT DOORS. EIERRYNCO85L3
INFORMATION SHOWN AS PROVIDED APPROVED GY OWNCR / LANDLORD I ARCHITECT.
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Parcel Legal Oescription
SEC 29 TWP 27 RGE 04 COM SW COR SEC 29 TH NO I I I 02W ALG W LN SD SEC 533.66FT TO S
LiNOFNI32FTOFWI/2SWI/4SWI/4SWI/4THS39*3404EALGSDSLN30.01FTTOELYMGN'
OF 76TH AVE W TPB TH NO I * I I 02W ALG SD ELYNIGNT 132.15FT TO INIT SD ELY INIGN OF 76TH
AVE W WH ELY NIGN OF fUWY 99 TH N125* 15 57EALG ELY N[GN700.08FT TO SLY MGNI OF
224TH ST SW TH S89*31 29E ALG SD SLYNIGN 327.63FT TO NNVLY COR LOT I BLK I BI[NGS
SUN VALLEY ADD NO 5 TH SOO*55 30E ALG WLY BDY OF SD BINGS ADD 575.02FT TO SW
COR LOT 5 BLK I SD ADD TH WLY 333.74FT NI/L TO N-W COR LOT 6 BLK I OLIVER PARK TH S
Lip, 132FT TH N89*34 04W 93.3 IFT TH NO I * I I 02W 60FT TH N89*34 04W 150FT TH SOI * I I 02E 60FT
TH N89*34 04W 60FT TO TPB TGW FDP BLK I LOTS 5 & 6 PLAT OF OLIVER PARK TGW WLY
- 1/2 VAC OLIVER LAINE LY ADJ SD LOTS TGW BLK 2 LOTS 5 & 6PLAT OF OLIVER PARK TGW
4 E1/2 VAC OLIVER LANE LY ADJ SD LOTS LESS R/W AT COR HWY 99 & 224TH ST SW TO CITY
P140JECT NAME & A00"EGG beaug neon compinfill
1',vj vL -i r W ifre- e- s 5 P.O. Box 5269 .
LYNNwooD, WA 98046
PHONE (4Z5)776-8835
Cl/ m o w w,4 9'D z- 6 BERRYNC077CM
BERRYNCO135L3
INFORMATION SHOWN AS PROVIDED & AP -PROVED OY OWNER_/ LANDLORD / ARCHITECT.
ILI'
REC F--ivFD
OCT 1 2GO3
DEVELOPMENT `V- (-7p
CITY
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FABRICATED
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REC.ElVED
NOV '2 6 2003
PERMIT COUNTER
STREET FILE
4a
RECEIVED'
NOV f'2 2003
PERMIT COUNTER
Wall
Power Source
within
�UL Appr ved
'Tpr ved
C�o n d uift,
3/89
Lag Olt
n tube supports SPECIFICKHONS
Illuminated Channel Letters & Module on Raceway
Letter size: 31in/13in X 5in
Letter color: Yellow
Plexi-glass
Module size: 24in X 28in
Raceway Module color: White with black design
Return and trim color for all: Black
Install raceway using 3/8in X 4in lag screws going
housing through stucco siding into structural member.
\Neon
Return
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PERMIT COUNTER
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Sir
STREET FILE
JAN 0 2 20
PERMIT COUNTER
r
Z�_ GROW (c::00Sg\\.//j'F 1j1CCSg G
0
FRONT ELEVATION - HWY 99
STUCCO WALL
WITH 34 WOOD BEHIND
a.r 5016 X4- STUD LAG BOLTS PENETRATE k�v s4v v
6' THRU WALL 32'0.0
POWER ALLINIHMNEL BEHIND LETTERS
FROM I" PVC SPACER BEHIND CHANNEL
INSH)E LETTERS RAISE OFF ALU-PANNEL
ALREADY L.E.D LITE MIPS 12VTSM2()
E)GSTING RACEWAYALum. 0.002 GAUGE
Iq UT ACCESS COVER SERVICE TOP
CLEAR SILICON SEAL TOP
LED POWER SUPPLY INSIDE TRANSLUCENT ACRYLIC
RACEWAY CONNECT TO EXISTING FACE 3/16'
PRIMARY FROM BLDG
1/4' DRAIN HOLE
12 VrS TRANSFORMER
L.E.D. CONVERTER U.L. LISTED
ALL MANUFACTURING AND COMPONENTS
TO BE U.L. LISTED AND INSTALLED TO U.L. STANDARDS
POWER CONNECT TO SIGN WITH CONVERT SUPPLY FOR L. E.D.
12VTS/ 120VTS
1.5 AMPS EACH SIGN
'Mis xV Is intended to be Instatted in accordance with requirefnents OfArdde 600 of the National Electrical Code
andlor other applicable local codes. This Includes proper grounding and bonding of the sign"
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INDIVIDUAL LED LIT CHANNEL LETTERS
SEMI-LIGHTINGS HALO LIT ON
F111 WARM RED ALU-PANINEL ROUTER
CUT OUT LINE AROUND WHITE LETTERS
"SHISEDO" WHITE TRANSLUCENT FACE
BLACK RETURN RAISE OFF 1" ON ALU-PANNEL
WIRE WAY BEHIND LETTERS
BOTTOM LINE APPLY DIMENSION LETTERS
1/2"PVC WITH 3M ADHISIVE TAPE ON WIRE WAY
0 WAY � C" C0,11 S
15311JIM1711-T-TIC S131 Q) S!
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OVERALL SIGN
OUTLINE DIMENSION 20.8 SFr
WEIGHT 60 LBS
POWER 1 .5 AMPS/ 12VTS / 120VTS
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SHISEDO COSMEn lu Cj
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site address:
:uj
EDMOND 99 RANCH MARKE1(r
SHISEDO COSMETICS
22511 Highway 99, suite #109
Edmonds, WA 98026
(425) 775-8888
City of Edmonds BWMing Department
A P
PROVED PLAN
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ww� CITY OF EDMONDS
BUILDING DEPART"ENT
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APpRo'VF-D DATe.
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DEC 2 a 2013
DEVEL.OPMENT SERVICES
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In 0� -D EDMONDS, WA 98026 fllhono�714)956-2827 Fax(714)956-8157
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LEGAI: litSCKiPTION
224th & AURORA (NFIC)
EDMONDS. WASHINGTON
(excluding 60..00P X 150.00' Future Building Area)
4
Commencing at Southwest corner of Section 29, T27N
orre 1 11.102; We;t al:ngtthe West line o
N thence N hth o i
d c 6 e t o the South Line
W
Secj.n 29, a istan e f 33 f
of North 132.00 feet of the West half of the Southwest quarter 08
of the Southwest quarter ofothe Southwest quarter of- said
I "
Sec tion 29; thence South 89 34 04 East along said South line,
n of 76th A,�enue West,being
30. 01 feet to the easterly margi FUTUR&
the true point of beginning of the tract of land herein des-
cribed; thence North 1011'02" West :long said easterly margin,
1.32.15 feet to the intersection of aid easterly margin with
the easterly margin of U.S. Highway 99; thence North 2501815711
East along said easterly margin, '700.08 feet to the southerly
m marg in of 224th Street S.W.; thence South 89031*29" East along
said southerly margin, 327.63 feet to the Northwesterly corne!�
of Lot 1, Block 1, Berg's Sun Valley Addition No. 5. according
t:,Ol:t thereof recorded in Volume 15 of plats, on page 55
r or s of Snohomish County, Washington; thence Sou th 0055130".
.East along the westerly boundary of said Bergts Sun Valley
5 and the southerly extension thereof 790.26 feet V a
Addition No. t 'ark, accord -
to the South corner of Lot 5 Block 2, Oliver
a:reof recorded P
ing to plat eth in 4olume 14' of plat on Page 75,
s S;th 89-36-37"
record of Snohomish County. Washington; thence No T6 U AVr.N(JG
West along the South line of said Lot 3, Block 2 and the wester-
11 extension thereof, 333.28 feet to the southwesterly corner
thence North
0 Lot 5, Block I of said plat of OUver Park;
1003'16" West along the West line of said Lot 5,. Block 1, a
d is tance of 2 ;3' f .' to the South line of the North 132.00
fee t o f the w! t haelf of the said Southwest quarter of the
Southwest quarter of the Southwest quart;r ot said Section 29;
thence North 89034104� West, along said outh line, 93.31
.feet* thence North 10 1'02" West, 60.00 feet; thence North
89034'04" West, parallel to said South line, 150.00 feet ; thence
.South 1011102" East 60.00 feet to the said South line; thence
North 89034'04" West along said South line, 60.00 feet to the
true point of beginning.
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