22324 HIGHWAY 99.PDFiiiiiiiiii lill
11537
22324 HIGHWAY 99
71 0 01 1
CITY OF ED'W,' NDS SIDE SEWER PERMIT
3 q oc V T WSEWER DEPARTMENT
PERMIT
Call 775-2525 for side sewer inspections BEFORE covering any portion of othe ycon truction.)
Inspection will be provided within 24 hours after requst. NO Sat., Sun., or h Ilda inspections.
ADDRESS LOCATION OF CONSTRUCTIONM?4 ... Hiolwa.v ... 99 ................................................................... . .......................................................
.. . . ...... .. .. -
PROPERTYLEGAL DESCRIPTION ...... SEE .. A CM.V n .................................................................................................................................................
.......... . .................................................... OWNER ",kND/OR BUILDER ... . ........................................ . ......................................... . ...
.... ......
TRACTOR'S NAME& ADDRESS.. Al I ind Rarkhnc� 22P.2' - 851ih P1ace..1jLst....Edmp_n
....................................................... h ............................ . ..... .............. ...... -
.. . .. ... ...... ... ... ..........
*:Ion Is granted ....... 3., .............. 1 19..M, for repair and/or connection of a side sewer to th . e .. ci . ty san . I - ta . ry ... sewer
Item in accordance with' "I"Oii4i�onds ordinances.
NTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construci�"
side sewer In street area. Do not cover any portion of sewer before it has
been Inspected.
NOTE No. 2—All work performed in city right-of-way requires an Invasion of RIght-of-Way Permit obtainable from the City Engineer's office.
NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations. governing side sewers when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property' line' and 12 inches Inside property line; minimum grade of 2%. No bends in grade
sharper than % will be permitted.
NOTE No. �—Trenches in street must be water settled and surface of street restored to original. condition. Contractors shall be responsible for fallure due to improper
work which may develop within one year of completion.
NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in-
sert the pipe into the wye.
DISAPPROVED E] Date ..............
....................... By ................ Date ............... By ................ Date ............... . ................... By ................
APPROVED Date._. ........ ......... ...... . ................
---------- .............. . .......................................................................................
Remare....... . ...... . ........................... ............... ..............................
......................................... : ............ * ------------------ --------- -------- ------ * -----------
..................................................................... . .................................... ----------------------------------------- ........... ....... . .......................................................
BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection
............................................................................ ... I hereby certify that the side sewer installation constructed under this permit
(Owner of Contracting Firm Performing Construction)
Anstall.�ed in accordance with all governing ordinances of the City of Edmonds.
Datedthl ay of..: .............................................................
-V V . Check BEFORE you dig for: Water E], Gas E], Telephone 0, Power E], Sewer F], Other E] V V
INTER -OFFICE COMMUNICATIONS
cl DATE
TO goiblNis Arol-
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19/&/*,/
MEYRING & ASSOCIATE*C.
A t 'i� 23423 Highway 99
EDMONDS, WASHINGTON 98020
DATE 9[4/84-
TO (206) 778-3101 SUBJECT, Time --Oil
Dan smith
Edmonds Engineering RECEIvED
SEp 1984
Edmonds, WA 98020
ENGINEERING
> Time 01.1-Company.contracted our firm to survey the property corners along
SIGNED
E] PLEASE REPLY E] NO REPLY NECESSARY
TO 2-6
40- Am
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( 7 o V1 30 A (2
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4-01
FORM NO. MEM. 88T
CdWOF 1:-DMoKDSRo-C'r_-iVE-L)
250 - 5fil Wortil
EW,10M, WASNINGTOU Ron JUN -23(1-1,
- --I DEPARTMUM
DATE
6 _ -20
SIGNED
PLEASE
REPLY TO-li�
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lok
-fikkcl- CAL- CA :?o
DATE SIGNED
DETACH THIS COPY - RETAIN FOR AN ANSWER
0
0
TAX At-'*','-:OUNT/PARCEL
BUILDING PERMIT (NEA
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: /I/ DETERMINATION: 0 Conditional Waiver 0 Study Required aiver
'o
7- " X1W
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORTPLAT
SIDE SEWER AS BUILT DATED:— 7/�
SIDE SEWER PERMIT(S) . #: 67ca Z��
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LID #:
LOT: BLOCK:
N
LATEMP\DSTs\Forms\Street File Checklistdoc
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FILE&
CITY OF EDMONDS
HEARING EXAMINER
APPLICATION FOR VARIANCE
DATE
FEE.-
RECT #
APO'S
HEARING DATE:
APPLICANT Time oil Company ADDRESS_ P. 0. BOX 24447
CITY & ZIP.— Seattle, WA 98124 PHONE
INDICATE TYPE OR DEGREE OF INTEREST IN PROPERTY owner
285-2400
LOCATION OR ADDRESS OF PROPERTY 22324 Hwy 99 S. Edmonds, WA 98020
LEGAL DESCRIPTION OF PROPERTY see attached exibit A
VARIANCE REQUESTED: 15 foot setback requirement on Hwy 99 reduced to a
-5 foot.setback.
FOR OFFICE USE ONLY: USE ZONE: e r-r-
ZONING ORDINANCE REQUIREMENT:
Release/Hold Harmless Agreement
The undersigned applicant, his heirs and assigns, in consideration for
the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for
damages, including reasonable attorneys' fees, arising from any action
or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
Permission to Enter Subject Property
The undersigned applicant grants his, her or its permission for public
officials and the staff of the City of Edmonds to enter the subject property
for the purpose of inspection and posting attendant to this a2l'catiqp.
Signature of Appli0hf/ Pwnef or
Representative
. a
DECLARATIONS OF APPLICANT
Please answer all questions
What are the physical characteristics, (i.e. topography, shape
of lot, etc.) which create a hardship for you in regard to
development of your property?
-Required 15 foot setback on Hwy 99 would interfere with gas
island placement'and impede traffic flow of customers and
tankers.
2. How does your property differ from other property in the same
vicinity?
All property is in a depressed state and we want to upgrade outs
to a more attractive site.
3. Will this variance be detrimental to the public or damaging to
other property or improvements in the vicinity?
It will be an improvement and hopefully an incentive to other
property owners to improve their facilities..
4. What hardships will result to you if the variance is not granted?
Will these hardships have been caused by your own action?
We will be unable to utilize the site through no fault of -our
own.
5. Can you make reasonable use of your property without the variance7
No.
EXHIBIT A
22324 Hwy 99 N.
Edmonds, WA
All that portion of the NW1/4 of the SW1/4 of Section 29,
T. 27 N., R. 4 E., W.M.; described as follows:
Beginning at the Southwest corner of the SWV4of the NWJ/4ofthe SW1/4
of said section; thence N. 00 44' W. 30.00 feet; thence S. B90
05' 39" E. 30.00 feet/ thence continue S. 890 05' 39" E. 121.87-�
feet to the true point of beginning; thence..c.o.n.tinue on.same bearing
109.75 feet to the Westerly margin of State Road No. 1; thence
N. 250 441 E. 166.14 along said Westerly margin; thence N. 53 25'
09" W. 101.42 feet; thence N. 890 051 58" W.'20.00 feet; thence
S. 250 44" W. 154.20 feet; thence S. 100 56' 07" W. 71.06 feet to
the true point of beginning, Situate County of Snohomish,- State of
Washington.
14- 's
PLEASE NOTE:
APPLICAN*R REPRESENTATIVE MUST BE I* S ENT AT HEARING.
EXHIBIT 1
STAFF REPORT TO THE HEARING EXAMINER
FILE #V-14-82
HEARING DATE: NOVEMBER 8, 1982
I. REQUESTED ACTION:
Variance from the required fifteen foot landscaping requirement
required in Chapter 16.60.020 (A) at 22324 Highway 99.
II. APPLICANT/OWNER:
Roy Reed
c/o Time Oil Company
P.O. Box 24447
Seattle, WA 98124
III. LEGAL DESCRIPTION:
(See Exhibit 3)
IV. STAFF FINDINGS AND CONCLUSIONS:
A. Description of Subject Property and Surrounding Area
The subject property is located at the corner of 224th Street S.W. and
Highway 99. The property has an older gas station located on it. The
applicant has applied to the Architectural Design Board for approval of
a remodel on the gas station. Code requires a fifteen foot landscaped
setback. The applicant proposes a five foot buffer. (See Exhibit 4)
Surrounding development is commercial to the north, south and west. The
area to the east is multiple family residential.
B. Official Street Map Proposed R/W Existing R/W
South 224th Street S.W. 601 60'
West Highway 99 100
100,
C. Conformance to Chapter 20.85.010
1. Special Circumstances
Special circumstances do exist in that given the size and shape of the
property,it is not possible to install the gasoline pumps with enough -
clearance for tanker trucks while proving required off-street p.arking.
2. Special Privilege
The granting of the variance should not result in the grant of special
privilege given the developmental limitations on the property.
PLtASE NOTE:
APPLWNT OR REPRESENTATIVE MUSTOE PRES , ENT AT HEARING
Staff Report to the Hearing Examiner
Exhibit I - File V-14-82 - Page 1
3. Comprehensive Plan
The proposed.variance does not
appear to conflict with the goals and
policies of the Comprehensive Plan.
4. Zoning Ordinance
The proposed variance does not
appear to conflict with the purposes
of the General Commercial (CG)
zone.
Surrounding Zoning - North
South East West
RM-2.4
5. Not Detrimental
The.proposed variance will not
be, if granted, significantly detrimental
to the public health, safety or
general welfare nor to nearby private
property or improvements.
6. Minimum Variance
The proposed variance is the minimum required to allow reasonable development
of the subject property.
V.
STAFF RECOMMENDATION
It is the recommendation of the
staff that V-147.82 be approved subject
to the following conditions:
1. The planters along Highway 99 should be widened to fifteen feet
as shown on Exhibit 5.
2. Comply with all Architectural Design Board requirements.
0 0
T�W--694t JIME *OIL COMPANY 4�:
Review.of site elevations, sign and landscaping for mini' -market
...and gas.station at 22324 Highway. 99......(CG)
The applicant for this item was present, Mr. Roy Reed.
Mr. Lewis presented this item to the Board, explaining the variance that is also
being requested to the Hearing Examiner for the required landscaping buffer and the
staff has recommended approval of that request.
Mr. Lewis spoke about the proposal, stating canopy and planter islands and a block
structure will be replacing the existing structure. The multi -colored scheme will
be carried throughout the building and the canopy and planter islands. The parking
appears adequate. He also explained that junipers and photinia are the only
landscaping proposed. High wattage lighting will be used. Sign proposals consist
of a double sided free standing wood sign on the southeast corner and 3' X 30' sign
on the front mansard of the building, white with red and black letters. Mr. Lewis
recommends painting mechanical equipment to match the building, reduce site lighting
and increase amount and variety of plantings. He also stated this would be a great
improvement to the existing appearance on that corner.
Mr. Roy Reed, the applicant, wished to make a few comments. He said the lighting
is necessary for security during the late operating hours of these stores. He felt
the landscaping using juniper tams in other stores was fine as a more delicate
planting might not survive in the environs of Highway 99. Mr. Reed felt the sign
size important for identification, especially in operation of these convenience stores.
The Board then discussed.this proposal at length.. 1;�AIRMAN LAFON,MOVED AND MR. HINT'Z
N
-;,-.1�SECONDED-. TO APPROVE : ADB-65-82 WITH -THE CON D I ING AS
�,-PROPOSED;-HAVE,;-�SOME --.'ADDITIONS- R E S U B M I T T E D "T kA T `fk E_ _- 1- - N A*b s"t A P !'N G 0 N - � T. HE.` E A S T
BE -APPROVED A.$, '�,TO�..THE-,:-ST.�FF.�.REQUIREMENTS'---.,O�.*.'f','T'HI-t-i' ARIANCC�AS'�`SUBMITTM,
$QUA C
U
HE� HEAR ING. -EXAM IN ER.'AN
�.'1,�E.:RES Bk`I'tTE`D'- O'MEET.�.�JH R :.FOOTAGE,"'
IMUIREMENT&.�- OTION CARRIM..'
ADB-67-82 THE HOUSE DRESSING
Review, for free standing sign at 7711 Lake Ballinger Way. (BC)
Mr * Lewis explained the site was previously used as Sam's 'rire and the sign pole still
remains. The proposed sign will be double faced illuminated,mounted on this existing
pole, although free standing signs are discouraged in the BN zone. The allowed sign
area is 80-90 square feet and 48 square feet is proposed. There will be adequate
landscaping at the base if this sign. Mr. Hintz asked what type of business the sign
is identifying and Mr. Lewis replied that it is a wholesale interior accessory store.
The sign contractor, Mr. Jim Manning, explained that the pole will actually be 12 feet
and the sign will be six feet, making a total of 18 feet in sign height. He stated
that the previous sign pole was 14 feet. DOUG HERRMANNS MOVED AND BOB HINTZ SECONDED
THAT ADB-67-82 BE APPROVED AS SUBMITTED, MOTION CARRIED. Mr. Lewis then requested the
applicant to please remove the temporary sign at the site and Mr. Manning responded
that it would be removed.
ARCHITECTURAL DESIGN BOARD MINUTES
PAGE 5 - 11/15/82
E I V
PLANNING DATA
New Commercial / Mulffamily Proiects
SITE ADDRESS: 2?32-4, 1-h,4, 99 -ZONING: C6 2-
V
USE(S) PROPOSED: K�r6i Ayk8,-v_zj7 X t�nvtn-tAa Sho-c ALLOWED?: - y1j
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y@
CUP File: To Allow What Uses9-
ADBFILE#: 6S-11at
PARKING: Mv;�c ',, ftt -h--i P;�-
Use:. No. Spaces Required: , i* —.,,
X _L,_L I I
2�LL4& �'On,-."fftfloor area, # employees, etc.) = - - _2L_
Use: C�<^ V-CA 1'1A U (*,-C No. Spaces Required: sgA*,1sco Lea &L,�. AIVA
X 9350 (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees- etc.) =
Total Required: 01(za- 1z Actual Provided: ___Lv
06K 0., .
SETBACKS:
Required Setback
Front:_L5-L�Left Side: 19- Right Side: 0 Rear: 0
Actual Setbacks: 2,W 5 T
Front: 6a 3, Left Side: &3�' Right Side: 74' 'Rear: 14'
Street map checked for additional setback required? (Yes/to)
MAXIMUM FLOOR AREA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: A5-' (IA(.,7;) Actual Height:' 235'
Modulation Allowed?: 'IV A Modulation Height: /yi
I
Datum Point: Se I-,,/ i� etiii�4 ent-K Elevation: loo. oc,
Elevator Penthouse > 3 Met over height limit? IVA If so,VAR#
LANDSCAPING: No e4-e pt."
Matches AD13 approved:
Bid Provided? Bond Amount (100% bid):
CRITICALAREAS#: 0�b-49'. W,-Vtr
SEPA DETERMINATION: Not- reiy,�,,4
SHORELINE REQUIRED?: Ab�
Continued ...
1A1ibrary\AP1andatNewComm.doc
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DATE: 1:�- / 2- 9 /."z 5- -PLAN CHK#- OS'- 56,3
NAME OF BUILDING PERMIT APPLICANT: Kzrb� A-t. gerven
PROJECT DESCRIPTION: AAA 4c,-%xc j. 6-,I.A
u 1�5
ADB FILE#: 0 5-- 1 u t OR DATE WAIVED:
PLANS MATCH APPROVED PLAN: 44
SUBDIVISION:
I LOT AGGREGATION REQUIRED?: &6 .— L-k, 6,,, j, / L—j-, 197,j - Z�
REDUCED SITE PLAN (8.5XII) PROVIDED FOR STREET FILE? )1-/7
OTHER:
-0- to -
Plan Review By:
1A1ibrary\AP1andatNewComm.doc
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CITY ,of EDMIP DS Sap. E S E W E.R P E R M I T
For Inspection Call 771-3202 nPENOA7270
RECEIVED
Address of Construction:
Property Legal Description (Include all easements):
-PuBtic WOR.
Owner -and/or Builder: LA—) J�' \0 Q
Contractor & License No:
N4.) t
Single Family Residence
Multi -Family (No. of, Units
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No Yes . (If Yes, Right -of -Way
Construction Permit required. Call One-Call-COMEET2 tt before any
excavation.) P
Cross other Private Property: No `Zes .(If Yes, easement required,
attach legal description and county easement number.)
PLEASE_READ THE ITEMS LISTED ON THE BACK
I certify -that I have re�T and shall comply
with the items listed(onithe back.
V J
Date
Issued By: 71"Z N
Permit Fee: �'? �Z_
Trunk Charge: Date Issued:
Assessment Fee: Receipt No.: _3
Partial Inspection:
Comments late Initial
a 7
'_27�Final Inspection Approved:
Date I n iTW1—
Rejected:
eason
** PERMIT MUST BE POSTED ON JOB SITE **
_Tn —i
Date tial
Wh.ite Copy - File Green Copy - Inspector
Buff Copy - Applicant
Aid Rawar nrawi g
The City of Edmonds EASEMENT NO - --------------------------------
NEW CONSTRUCTION OK REPAIRS E] LID NO. ------- ASMT. NO - ------------
OWNER \,4-1)-LlAt45-!Ai2ie-oTr C.0-P
4-5 � -------- CONTRACTOR G-r-MD-RAIG ---- G-Y.-CAVAML M.Gl w-l-PERMIT No. 7 2-- Ta.
JOB ADDRESS --- tj- --- 99� ------------ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
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------------------------------------------------------------------------------
NAME OF ADDITION -------------- --------------
,�nft-uft
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-------------------------------------------- --- V - -----------------------
IA BALLINGER
------------- ----------- ------------------ I .... MEL-STAMN....
im
(39 Approved:
0'7 0
---- --- --- --------------
DATE ... A�-- �&— ----------------- -------- By .46V- -----------
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The City of Edmonds
APPLICATION
for
SIDE SEWER PERMIT
EASEMENTNO - -------------------- -----------------------
NEW CONSTRUCTION 0 REPAIRS LID NO. ------ - ASMT. NO.
. ..... CAL — ----- ------------------ CONTRACTOR. .................
OWNER I -- - ------------
------------
-------------------- - ------------------------------ PERMIT NO - -- ------
JOB ADDRESS - ------- - --------- - 9't4t�y 4�'-�EGAL DESCRIPTION: LOT No. '-:��> * tC3
--------------- ------------ -- ---------- �A%"= -------- ------ -------------------- ----------- ----- BLOCK NO - ------------------------------------
NAME OF ADDITION
a- - -- ---------------- ---------- ----------- .....................
T -- --------
..........
DATE .......... By ibW,, ii� �7 V
APPLICATION
for
The City of Edmonds SIDDE SEWER PERNaT EASEMENT No . .....................
NEW CONSTRUCTION k3 REPAIRS 0
P
OWNER ....... Z.M-6 ....... C..; ... L ........ ::tc.t ........................................ CONTRACTOR ....... ............................ PE JvIIT No. l&.10-f . .....
ADDRESS ...... ... . ..... .................................... LEGAL DESCRIPTION: LOT No . ....... ?.!!�.Zo .................. BLOCK No . ............................................
NAME OF ADDITION .......... k1a,:A4A�%,g .... ...........................................................
RECEIVED
U
i60
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-4
Approved:
DATE ..........
DEC 13 1974
.......... By .......................................................
SNOHOMISH
5/l/69
224th & Pacific Hwy.
Edmonds, Washington
LEGAL DESCRIPTION:
All that portion of the NW 1/4 of the SW 1/4 of Section 291
Township 27 N. Range 4 E.W.M., described as follows: Beginning
at the SW corner of the SW 1/4 of the NTq 1/4of the SW 1/4 of
said Section 29; thence North 0*44' West 30 feet,� thence South
89*05'39" East 151.87 feet to the point of beginning; thence
North 25*44' East 231.31 feet; thence South 53*25'09" East
101.43 feet to the Westerly line of State Rbad No. 1� thence
South 25*44' West 166.14 feet along Westerly line of State
Road No. 1;�thence North 89*05139" West 109.75 feet * along
County Road to point of beginning, also known as Tracts 9 and
.10 Hudson's Tracts according to unrecorded Plat thereof, sit-
uated in the County.of Snohomish, State of Washington
SIZE:
231.31'?c 101.42' x 166.14' x 109.75'
Frontage; 166.14 feet on U.S. Highway 99 109.75-ki feet on 224th Ste
BEAL ESTATE AND
PERSONAL PROPERTY
TAXES:
IMPROVEMENTS
1 Serve station building, including 2 restrooms, lube room & overhead doors
MAJOR EQUIPMENT:
1 1,000 gallon underground tank
2 40000 gallon under*ground tanks
-4 Wayne computer gasoline pumps
1 Erie air compressor
1 hydraulic hoist Sr
Sr
SKETCH3
1 16 61. CA
V
`0�
C�
.&ntical.Areas Checklist j
Ushopog
Site Information. (s6i raphy/hydrology/vegetatipia),
1. Site AddressALo W i
c�6 0.
07
2_.. 1�rop� tiii A�imiiiii Nui6w. .4.
40
3 fe e 0:
Approximat6, i"
S 66*Si2b6 (acres or sqtiari
4. Is this sit ,4T�Fr.� fe�doped?. _�_O�yes; no.
axe 9L
yes; how is site de%�qqped? Cluji y e N
ixe
5. Desaibe the general site topography., Check all tdhwat applyj�.'
evation change over enti
Fiat: less than re site.
Rolling: slopes on site generally less thanl5% (a vertical rise of 10-feet over a
horizontal distance of 66-feet)-
ly., slopes present on site of more than 15% and less than 30% a vertical rise'.,'
of 10-feet ovei�.a horizontal distance of 33 to 66-feet).
grides of 'greater than 30% present on site (a vertical'rise of I 0-feet over a
Steep..
horizontal distance of less than 33-feet).
Other (pleiii dismitii):
.6.. Site contains areas;of und i6nding water- tO Approx- Depth:
iiai_rlo
Apptox., Depth:
7. Site cotitAins. areas of seasonal standing water. A)
NVhat semin(s) of the year?
19. Site is in the floodway -NZA
oodplain of a wate r course.
9... Site contains a eek or an area where water flows across the grounds surface? Flows are year-
round7. Z Flows. areseasonal? (What time of year?
10. Site is primarily: forested...
meadow shrubs mixed
urban landscaped Oawnshrubs etc)
11. Obvious wetland is present on site:
For City Staff Use Only
1. Site is Zon-P.-
2_. SCS mapped soil type(s)? *tm&zleo wCm 4no -
3. Weiland inventory of"Clk rnV indim" tm-iww�' �id'piriesent on sitd? WA
4;-�. %Critical Axeas inventory or C.A. map in&cates Critical Area on site? P//,q
5� -'�ite within" designated earth subsideni 66 landsli& hazard area? 1A
6. *Site je�ignated on the Environmentally Sensitive. Areas Map. N24
DETiRNMATION w, i
DY CONDITION
AL WAIVER.
REQUIRED.
WAVER
iewed b
4
4n
�-a
7"
k.x
%
V
_1401 *4
40
A
00 *PER
CfCY of Edi66n'd's'z4-,.�.
Critical, Area's�;- Ch'
eekl
1011 Y
this forni is to be filled out by my person
IMCW'ft die� i6jj�_b a pre-c-ursory Sit&
visit: Uldoe delefihinalidi Wf the,
pmparing,aDevelopment Permit iie a.
priori
;,. ku
Application for the City ofEdmonds
etda
rytocotm,
Io his/her submittal Pf;,�c;opmenu,
*,n permit applicati o.n.40-.�% V
permit to the City�
With a 90""P� this form tlie,.-...
app
*ne purpose of the Checidist-is-to emble-------- also itili Vicuu6; map'.
City staff to determine-v&�- a--ny'.7.,. or plot plaii for. in"du_al lots of die,
pa.rcel
Wi& -detail
en" 'dIafCR** can.fifia,
present on the subjp5 pwpoty.. 91
Abe, and ideu*idie
informati(ii
to ICMP&ft -ft a4%�,tbe:jkjpjpjjrjoC:W SMU'lificilide
available
Chaddist should be easily filoftrt7 � . ,
bbsemfions of the site or ditWavjijA&6'jj,
di in
ra-aft 10100ri—PRY MAN -br Stu ies
City Hall (Critical -Ams inventories; t '10nith"I hU
maps, 3,COhjIUnCfiOW I
or sod surveys).
staff in 6iin� their PireruninarY
OfJ,assessinent of the
representatiVe,r
An applicant, or his/fier
must fill out the checklist, sign and date it,
I have completed the attached CriticalA' e;-_kl'-
rea Ch ist andAtIest that the answers provided are
factual, to the best Of my knowledge (fillout ihe appro column
prMe
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131-SXI
To: Jim Codli 'Ong,Tom Riley@Supp.ly
ng
From: John Sandhop@Eng
Cc: Don McEwen@Remote,Jim Burke@JCSI,Steve Gray@JCSI
Bcc:
Subject: Edmonds, #01-174
Attachment:
Dat e: 9/11/98 7:39 AM
I attended the Public Hearing in relation the Hwy. 99 roadway improvements.
1) Though the plans did not show the revision to change the inside edge of
the sidewalk radius so that our Exxon sign would not need to be moved, all
parties concerned The Cities of Lynnwood (lead agency) & Edmonds, Entrando
(Consulting Eng.) are aware of this and the sidewalk will be installed as
previously discussed and will not disturb our sign or footings.
2) The existing signal light support South of the sign will move farther
West, though it is in front of the sign it will cause no more obstruction
than is there now.
3) Our sidewalks, curbs & gutters will not be effected by this project (they
were installed so that they would meet future requirements and they do ).
This also eliminated the driveways (location & number) coming into question,
and they will remain as is.
4) The work is scheduled to start next Spring, beginning at the South end
(244th/205th St.) BP Station/Seafirst Bank intersection and should be done
past our location by the end of summer.
5) Both North & South bound lanes will remain open during construction, most
of the major work (paving, etc.) will be done at night.
If you have any questions, please let me know.
ve
<�& vo o'� Act-,
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97 1608
Recorded
nahon ounty
wisp
N . EXCISE TA DUE
$2.0 Treasur s Foe
IMTM Tos U d
CITY OF WMOOD
P.O. Box 5008 21997
E
.0
ISE
re su
0 u
TA
r
d
7
D
S
UE
Fos
Lynnwood, KA. 98046-5008 40E�a 21997
QO&W I un
SR 99 Widening Project un
13, V
WARRAYff DEED.
AL
1 7
ROZ10=0001 NO. /P&xV*1 NO. 3.6
Grant=$ TIM Oil
Grantee$ aty of r*-nvmwd'
Legal Dozowiptioul Seation 29, Township 27M Ptange 4z,
additional on modbit a
Annesinor's Taz Pascal ID 21o.& 292704-3-071-00
In the Matter of SR 99 Widening Project:
XN010 ALL MEN BY THESE PRESENTS, That the Grantor(s)
Time on
fox and in consideration of the own of Ton Dollars ($10-00), hereby convoys
and warrants to the City of Lynnwood, the following described real estate
situated In Snohomish County, 'in the -State of Washington, to the saw extent
and`pu�ose &a if the rights- herein. granted had been acquired under Eminent
Domain Statute of the State of Washingtons,
Bection 29, Township 271; Ptange 48
Mon pattknUft descrOwd hk the attached
Zzhgelt 4A*
TOGETHER WITH the right to enter upon respondent's remaining land, where
necessary, to: (2) construct, reconstruct, remove apd replace driveways and
road approaches; and/or (2) remove improvements,. if any, located wholly or
partially upon the right-of-way.
it is understood and agreed that the delivery of this Warranty Dead in
hereby tendered and that the term and obligations hereo - f shall not be
bi nd4 nq upon the- City -of Lynnwood unless and until accepted and approved
hereon In writing for the City- of Lynnwood, by the VAyor.' at her duly
iuthorized representative.
to d and Approvedi
CxTr or
W: =_ —
24ma Robert-, marok
wnx/
Dated: 44Z A07-
Warranty Do" - Vaget I of 2
9806300240
0=KR4 /=AM=($) t
71.
Titlet
Tim oir
Dated:
NO EXCIZE TAX DUE
$2.00 Treasuror's Fee
nMX=UAL AMONODOMM,
32=6 or 106BRINGUM
CoMnT or MoMMUSM
I certify that I know or have satisfactory evidence that
is the person who appeared before
me, and —said person acknowledged that he/she signed this instrument and
acknowledged it to be his/her free and voluntary a . ct for the uses and purpose*
mentioned in.the instrument.
Dated&
Printed namet
ROMMW FUW= in and for the State of
Washington, residing in
Xy appointment noires:
XMXVXDUaL ACZNUWLWMW
ETA= or IMM71nm
as.
Comm OF 5100HIMS11
I certify that I know or have satisfactory evidence that
is the person who appeared before
Ins, and said person acknowledged Ualt--Ee/sbe signed this instxument and
acknowledged it to be his/her free and voluntary act fox the uses and purposes
mentioned in the inatxument.
Dated:
Printed namat
AVZUW FOR= in and for the State of
Washington, residing in
my appointment expiress
MM or
King
OOMM or 3MKARR95M
I certify that I know or have satisfactory evidence that
TMILL Li REND SON is the person who appeared before
me, and d acknowledged that hebAft signed this instrument and
acknowledged it as the corporate officer of
to be the free and voluntary act of such p�w RIL ECK%-. uses and purposes
mentioned in the instrument.
Dated: August 14, 1997
PnAtrjaames. MargaffelM. RIMICenead
in and for the State of
Washington, residing in Seattle
My appointment expiress III/QA
Wax-anty Do" - Page 2 of 2
J.
9806300240
....... no"'
9-7-12-1-1-04-
0
0
EXHIBIT "A"
ENTRANCO
MICHAEL G. YEOMAN, PLS
PROJECT NO. 95011-20
SR99 RIGHT-OF-WAY
August 1997
RIGHT-OF-WAY TAKE
(ReLD016)
Tax Lot No. 292704-Wl4M
A righl-or-way take over and across the following described parcel:
Beginning at the Southwest coinci of the Southwest Quarter of the Northwest Quarter or the Southwest
Quarter of Section 29. Township 27 North. Range 4 Enst. W.M., in Snohomish County, Washington; thence
North 00044' West 30 feet; thence South 99*OS'39" Bast 151.87 feet to the point of beginning, thence
North 25144' East 231.31 feet; thence South S31V09 Eau 101A2 feet to the. westefly line of State Road
No. 1; thence South 25*44' West 166.14 feet along the westerly line of State Road No. 1; then= North
89*05'39" West 109.75 reat along County Road to point of beginning;
Said right-of-way take described as follows;
BEGINNING at the Southeast corner of the above described parcel; thence North
97'5 13 1" West. along the northerly margin of 224th Sucet SW, a distance of 20.80 feet;
thence North 82052'36" East a distance of 5.64 feet-, thence North 16*05'32" Bast a
distance of 7.02 feet to the beginning or a 36.75 foot radius non -tangent curve to the Ick-
the center or which bears North 19*42'29" Wast 36.75 feet distant, thence northeasterly
along the arc of said 3&75 foot radius curve; through a central angle of 17*34'23". an am
distance or 11.27 feet; thence South 37'16' 52" Eau on a radial line, a distance of 2-05
feet to the beginning of a 39.90 foot radius concentric curve to the left; thence
nordicasterly along the am of said 38.80 foot radius curve, through a central angle or
03* 19'l r, an am distance to 2M feet; thence North 40*36'09" West on a radial line, a
distance of 2.05 lect to (he beginning or a 36.75 root radius concentric curve to the left;
thence northeasterly along the arc or said 36.75 foot radius curve, through a central angle
or 181[r3S", an arc distance of 11.73 foot; thence North 921719" We" a distance or
6.80 feet to the westerly margin of Stow Route 99; thence South 27*00'49" Wer. along
Sold westerly margin, a distance of 27.69 feet to the POINT OF BEGINNING.
Containing an am of 292 square feet. more or less.
9806300240
0
EXHIBIT 13661
SR99 Right -of -Way Take
14
------------------
PULNJ UP UtUINNINO
224TIl ST. SW
---------------
CURIVE /T.BLE
ius DELTA fg T!nEn LH LO
r-1-1 M03-5.75 39*11*15' 13 13.08 2.,?S, JE55 '1��
TANGEAT TABLE
ND. DISTANCE - BEARING
Z0.80 N 87*51'21 w
36'E
3
2 5 54 N 52'52*3
3 7
.!1!32 N
4 57 -1
_T,�e-7. 69 5 27-00-43-W
PARCEL 292707-3-071-0000
REF. NO. 0015
R,O.W. TAKE AREA- 287 Sq.ft-
NOTE:
THIS MAP DOES NOT REPRESENT A PROPERTY SURVEY
AND IS PROVIDED FOR REFERENCE ONLY.
ENTRANCO -'
ENGINEERS SCIENTISTS PLANNERS SURVEYORS
10900 N.C. STH STREET SUITE 300 BELLEVUE. WA 98004
(2051454-5600
PARCEL NO
0016
9806300240
E
0
0
qldq
00
(M
WHEN RECORDED, RETURN TO:
CrTY OF LYNNWOOD
PUBLJC WORKS DEPAMMENT
ATTN: J. PERRAULT
PO Box 5008
LYNNWOOD, wA 98D46-5009
PNWT -'Sig 1.
Document Iltle (or transactions contained thercin):
1. Warranty Deed
2.
Reference Number(s) of Documents assigned or released:
(on page of document(s))
PRE-7:11TIM ISTINT.9 V Ion A jW.M11 *14 3 12 1 to]
Grantor(s) (Last Name First, then first name and initials):
1. Time Oil Company
(Addt'l Names on Page. of document)
Grantee(s) (Last Name First, then fu-st name and initials):
1. City of Lynnwood
(Addt'l Names on Page- ofdocument)
183300240
06130198 10:36
P-0007 ROCarded
Snohomish County
Legal Description (Abbreviated; i.e., lot, block, plat, section, township, range)
Portion of SW % SW V4 NW 1/4,SW V4 S29, T27N, ME, W.M.
Addt'l legal on Page —of docurnent(s)
Assessor's Property Tax Par;PM
Account Number(s)
292704-3-071-000 & 292704-3-072-ON9
The Auditor/Recorder will rely on the Information provided on the form. The staff will not read
the document to verify the accuracy or completeness of the Indexing Information provided herein.
fP
HWAGEOSCIENCES INC.
Geotechnical Engineering - Hydrogeology Geoenvironniental Services Inspecti on &.Testing
April 28, 2006 RECEivED
HWA Project No. 2006-0,54.721
MAY 2 d2uOu
Kero's Auto Brokers DEVELOPMENT. SEFWICFS CTR.
CITY OF EDHOuDS
2234 Highway 99
Edmonds, WA 98026
Attention: Eddie Sharawy
RE: GEOTECHNicAL AsSESSMIENT FOR RETAINING WAC]RX5
Kero's Auto Brokers IPTIE
22324 Highway 99, Edmonds, Washington
Dear Mr. Sharawy:
As authorized, HWA GeoSciences Inc. (HWA) has conducted a geotechnical assessment
for a planned retaining wall at the northwest comer of your property. The objective of
our assessment was to provide geote6hnical recommendations for design, permitting and
construction of the planned new retaining wall. This letter report surhmarizes the results
of our assessments and provides our recommendations.
PLANNED RETAINING WALL
The wall will support an approximately 8 feet high cut into a slope along a -portion of the
north and west property lines, as shown in Figure 1, Site Plan (provided by Waite
Architects)., The planned wall will extend about 52 feet in length along the west property
line and about 76 feet in length along the north property line.
OBSERVATIONS
The ground surface behind the wall is fairly level, rising slightly to the west. An
apartment building lies within 10 feet of the top of the wall to the west of the planned
wall. A 24-inch hemlock tree is located several f6et behind the top of the wall between
the wall and the apartment building. Car parking is located above the north side of the
wall.
At the time of performing this report, a cut had been made into. the slope exposing the
materials to be retained. Portions of the cut face were supported with temporary shoring,
consisting of plywood sheets covering the exposed cut face supported by 2x4 wood stud
19730 - 64th Avenue W.
rakers.
'Suite 200
Lynnwood, WA 98036.5957
Tel: 425.774.0106
Fax: 425.774.1-714
www.hwageoscience,s.com I
April 28,.2006
HWA Project No. 2006-.054-21
SOEL CONDITIONS
The published geological map (Geologic Map of the Edmonds East and Part of the
,Edmonds West Quadrangles, Washington, by Mackey Smith 1975) shows the general
areais underlain by Vashon till. Till is predominately a mixture of clay, silt, sand, gravel
and cobbles that has been compacted under the weight of a glacier to form a concrete -like
material, which is colloquially referred to as hard pan. Till is typically very dense, forms
stable slopes, and is relatively impervious. However, water frequently percolates through'
the weathered, loose, sandy upper layers of the till profile.
Soil conditions visible at the exposed face of the cut were logged in 3 places along the
wall:
NW PrODertv Corner (Between Dlvwood shorinR sheets)
Depth Soil Description
0 to 4 feet Medium dense, brown, silty sand to sandy silt with
abundant roots and scattered gravel and cobbles, dry,
(Topsoil/Weathered Outwash).
4 to 7 feet Dense, gray brown, gravelly sand to sandy gravel, dry,
(Outwash).
7 to 9 feet Dense, gray brown, gravelly, silty sand, moist, (Till).
9 feet Bottom of excavation.
South End of Wall
Depth
0 to 3 feet
3 to 5 feet
5 to 8 feet
8 feet
East End of WaIl
Depth
Soil Descrit)tion
Medium dense, brown, silty sand with scattered gravel and
cobbles, dry. Abundant roots/rootlets, (Topsoil/Weathered
Outwash).
Medium dense becoming dens gray, sandy gravel to,
gravelly sand, moist, (Outwash).
Dense, olive gray, gravelly, silty sand, moist, (Till).
Bottom of excavation.
1, Soil Descriptio
0 to 2.5 feet Medium dense to dense, light brown, gravelly, silty sand
with cobbles/boulders, dry. Roots, plastic wire and plastic
garbage debris noted, (Fill)..
Retaining Wafl - Kero's Auto Brokers 2 HWA GEOSCIENCES INC.
'April 28, 2006
HWA Project No. 2006- 054-21
2.5 to 3.5 feet Loose to medium dense, brown, silty fine sand with
scattered gravel and cobbles, moist. Roots and rootlets
present, (Weathered Outwash).
3.5 to 6 feet Medium dense to dense, brown, gravelly sand with
scattered cobbles, moist, (Outwash).
6 feet Bottom of excavation.
REcOMMENDATIONS
The following sections provide geotechnical design and construction recommendations
for a cantilevered concrete retaining wall.
Temporary Excavations
Any temporary excavations deeper than 4'feet should be sloped or shored in accordance
with current State of Washington Labor and Industries Safety and Health guidelines,
WAC (Washington Administrative Code) 296-155. Per these guidelines, the onsite
outwash soils classify as Type B soils. Unsupported excavations in Type B soils should
be slopedno steeper than lH:lV. These recommended maximum slopes are applicable -
to temporary excavations above the water table only; flatter side slopes would be required
ior excavations where ground water seepage is encountered.
The near vertical excavation into the slope had been performed prior to. our involvement
in the project. It should be noted.that the existing excavation exceeds the sloped
requirements of the WAC (Washington Administrative Code) 296-155 and the shoring
provided is likely insufficient to adequately support the excavation.
The contractor should monitor the stability of the temporary cut slopes and adjust the
construction schedule- and slope inclination accordingly. Thecontractor should be
responsible for control of ground and surface water and should employ sloping, slope
protection, ditching, sumps, dewatering, and other measures, as necessary, to prevent
sloughing of soils.
Foundations
We. recommend wall foundations bear a minimum of 18 inches below the lowest adjacent
finished exterior grade, for frost protection considerations, and be sized for an allowable
bearing pressure of 3,000 pounds per square foot (psf). We noted that some of the
partially completed footing excavations do not extend to 18 inches and will need to. be
deepened.
Lateral Earth Pressures
For static lateral earth pressure loading, we recommend using an equivalent fluid density
of 35 pounds per cubic foot (pcf). For seismic loading, an additional uniformly distributed
Retaining WaU - Kero's Auto Brokers 3 HWA GEOSCIENCES INC
April 28, 2006
HWA Project No. 2006-054-21
dynamic increment of 7H psf should be added to the static loading, where H = wall height
in feet. Additionally, the lateral forces generated by the traffic surcharge above the wall
should be included. We recommend modeling this surcharge as an additional 1.5 feet of
fill above the wall height, or an additional 200 psf,
These equivalent fluid densities do not include hydrostatic pressures. -Drainage, as
discussed in the following section, should be provided behind the wall to prevent the.
buildup of hydrostatic pressures. The portion of the wall along the north property line will
have surcharge loading as a result of the parking lot immediately above and behind the
wall.
Sliding Resistance
Lateral forces may be resisted by a combination of sliding resistance of the footing on the
underlying soil and passive earth pressure against the buried portions of the wall and
footing. For design purposes, a coefficient of friction of 0.5 should be used between the
base of the footing and native soil. A passive earth pressure equivalent to a fluid
weighing 200 pcf may be assumed for properly compacted fill placed against the buried
portion of the wall foundation. This value assumes the ground surface adjacent to the'
footing and walls is level and that the area in front of the wall will not be disturbed.
Drainage
We understand that the concrete forming the wall will be cast directly against the
geocomposite drains, which are immediately against the soil face. As such, no wall
backfill will be required. Because insufficient clearance exists to construct.a piped
drainage systern behind the wall, we recommend using a prefabricated geocomposite
drainage blanket secured against the cut soil face. The geocomposite drainage blanket
should be connected to connection pipes/weeph.oles, consisting of solid PVC pipe
installed through the wall to discharge water tothe area 'in front of the wall or to a footing
drain.
The geo * composite drains should cover the entire face of the excavation. The core of the
geocomposite should not be less than 0.25 or more than 0.50 inches thick and should be
either a preformed grid or embossed plastic or a system of plastic pillars and
interconnections forming a semi -rigid mat. The core material, when covered with
geotextile, should be capable of maintaining a drainage void for the entire height of
permeable liner. Preformed drains should be secured to the excavation face with the
geotextile side against the ground. They should be connected to the PVC connection
pipe/weephole. When splicing of drains is required, full flow through the splice shall be
maintained, and splices shall be suitably protected from damage and contamination.
Weepholes, consisting of the connector pipes embeddedin the wall, should be provided
at the center of every geocomposite sheet or 5 feet (centerline to centerline), whichever is
Retaining Wall - Kero's Auto Brokers 4 HWA GEOSCIENCES INC.
April, 28, 2006
HWA Project No. 2006-054-2 1,
less. The drains/weepholes should be sloped at about 2% grade downwards towards the.
face of the wall.
To connect the PVC connector pipe/weepholes to the geocomposite drains, a hole should
be cut in the geocomposite strip slightly larger than the diameter of the PVC connector
pipe. The hole should extend into the geocomposite strip plastic core, but not through the
geotextile. To assure passage of ground water from the drain strip into the PVC.
connector pipe, the inlet end of the connector pipe should be slotted at every 450 around
the perimeter of the pipe Where it connects to the drain strip.
Surface runoff should be prevented from entering theg.e.ocomposite drain by folding the
material at 1 foot below the ground surface above the wall and backfilling against the
wall with silty backfill.
CONDITIONS AND LEWITATIONS
We have prepared this slope assessment for use by Mr. Sharway and his designated
agents for use in the design, permitting and construction of a concrete cantilever retainin g
wall at this site. The conclusions and interpretations included in this report should not be
construed as our warranty of the subsurface conditions. Experience has shown that soil
and ground water conditions can vary significantly over small distances. Inconsistent
conditions can occur between explorations and may not be detected by a geotechnical
assessment such as this. If, during future site operations, subsurface conditions are
encountered Which vary appreciably from those described herein, HWA should be
notified for review of the recommendations- of this letter report, and revision of such if
necessary.
The scope of work did not include environmental assessments or evaluations regarding
the presence or, absence of wetlands or hazardous substances in the soil, surface water, or
ground water at this site. This firm does not practice or consult in the field of safety
engineering. We do not direct the contractor's operations and we cannot be responsible
for the safety of personnel other than our own on the site; the safety of others is the
responsibility of the contractor. The contractor should notify the owner if any of the
recommended actions presented herein are considered unsafe.
0.0
Retaining Wall - Kern's Auto Brokers 5 HWA GEOSCIENCES INC.
'April 28, 2006
HWA Project No..2006-054-21
Thank you for the opportunity to provide this s6rvice. Should you have any questions.
regarding this slope assessment, or require additional services, please contact us.
Sincerely,
HWA GEoSCIENCES INC.
VT H
cc
CD
q
W,4
EXPIRES VY .18100
Bryan K. Hawkins, P.E. an E. Hall, P.E.
Geotechnical Engineer/President
Geotechnical Engineer
Enclosures: Figure 1. Site Plan
Retaining Wall - Kero's Auto Brokers 6 HWA GEOSCIENCES INC.
subject
AC— property 9
00
concrete
S.O.g. over
existing
asphalt co
(B'� retaining wall section.
\,� Scale: 1/8" - V-0"
521-011
24"db Apt. Bldg'- 5' horiz. dist. interval
h hem marks.
.115421 property line - - - - - - W -72 -8! al.-8' _8' 81 (for wall height)
8.00'
+ 1.00' 8'
7 81
ca
8'
81
proposed
+ 6.ob,
retaining wall
existing building 8'
6. :A1
61
+ 4.00'
61
61
note: 61
typ. bottom of wall [-4'
0.50' 4
4'
+ 2.00'
Hwy 99
WO property line
apartment---*-
9'-9"
i inal grade
-------------
geo-textile mat
drain system
per geo-tech
V.-I
report to weep
f-1
holes.
+ 0.00'
(assumed
elevations)
166.2' property line
.Site Plan
Scale: 1 30 it .north .4 property line
parking
t + & drive
inal grade
ong
-----------
subject geo-textile mat
drain system
PC —property 9
�O per geo-tech
concrete
report to weep
s.o.g. over holes.
existing
asphalt
00
(B� retaining wall section
\,� Scale: 1/8" - 1 '-0
4 ---
CITY OF EDMONDS
121 �IH AVENUE NORTH - EDMONDS, WA 98020 - 425-771-0220 - FAX 425-672-5750
Website: www.edmondswa gov
PUBLIC WORKS DEPARTMENT
Engineering Division
March 12, 2013
Yeriel LLC — DBA Kero's Auto Brokers
22324 Highway 99
Edmonds, WA 98026
DAVE EARLING
MAYOR
SUBJECT: Kero's Auto Brokers, Landscaping and Stormwater Code Compliance
Mr. Sharawy,
On March 30, 2011, an order'to correct violation notice was issued to you requiring permit
compliance for the parking lot modification/expansion at 22324 Highway 99. In May 2011 an
application was submitted for design review of the -parking lot and.landscaping. In September
2011 a storm drainage permit was created for review of the stormwater detention system that is
required to be installed in order to comply with stormwater requirements as a result of the added
impervious surface area.
The project received Administrative Design Review approval on November 16, 2011 with the
following Decision:
Based on thefindings, conclusions, and attachments to this report, stafffinds that the design review
forfile number PLN20110016 is APPROVED with thefollowing conditions:
The landscape plan in Attachment 2 date stamped on October 20, 2011 must be implemented
as shown on the plans by March 31, 2012. Any changes to the species or sizes, ofplanting
mustfirst be approved by the City ofEdinonds Planning Division. The Planning Division
shall be calledfor an inspection of the installed landscaping.
A maintenance bondfor the landscaping is requiredpursuant to ECDC 20.13.040. An
itemized cost estimate covering landscaping and irrigation must be submittedfor use in
determining the landscape bond amount. The landscape maintenance bond will be 15% of
the itemized cost estimate.
2. Any of the existing landscaping along Highway 99 that is disturbed by installation of new
drainage inftastructure shall be restored to its current condition. *
On November 21, 2012 notification. was sent to your project permit contact Steve Waite, stating
the storm drainage permit would receive approval once the contractor submitted a right-of-way
construction permit application and traffic control plan.
0
At this time, the landscape bond and right-of-way construction permit (including traffic
control plan) are the last submittal requirements to be addressed. Please provide these
items prior to March 27, 2013 to prevent this project file from being turned over to Code
Enforcement and incurring any associated fines for failure to comply.
Sincerely,
Jeanie McConnell
Engineering Program Manager
c: Kernen Lien, Associate Planner
Mike Thies, Code Enforcement Officer
Steve Waite — waiteearch@comcast.net
E
0
0
1-4
e�tw rc,,omlz ex ootsor/
A&Z 14"- 00t, 'M a4,
F)m
REGARDING: 22324 Highway 99
(address)
R E C 0
R D 0 F C 0 N T A
C T S
DATE
WE,, PHONE NO., &
ADDRESS of CALLER
COMVMS
ACTION TAKEN
5/l/74
Douglas Nibarger
Certified Letter No. 4G6407 sent
Letter returned. Not claimed
18752 Kenlake Pl. SE
requi-ftng hook-up within 60'days.
at Post Office. Referred to
Seattle
Jack for hand delivery.
5/24/74
Certified Letter No. 406449 sent
Letter received.
to new owners requiring hook-up
within 60 days.
Time Oil Company
2737 W. Conmodore Way
Seattle., Wash. 98199
Attention: James Codling
7/1/74
Certified Letter No. 406593 sent
Letter received.
requiring response by 7/12/74.
7/12/74
Mr. Hildreth came into office and
signed Letter of Intent.
12/2/74
Certified Letter No. 406654 sent
Letter received.
requiring hook-up within 60 days.
12/13/74
Allied Backhoe came in and obtained
permit #5105.
12/20/74
Connection cgMjetQ!a.
INITIALS
TE
TE
TE
TE
JT
JT
JT
CITY of EDMONDS
S, Washington 98020 - Telephone(206) 775-2525
200 Dayton Street - Edmond
Department ot . Public Works
CERTIFI
KD MAIL
December 2# 1974
Time oil Company
P.O. Box 24447 Term Annex
Seattle, Washington 98124
Dear Mr. Huldreth:,
your intent to execute an agreement
on July 12? 1974, you indicated ture, for the purpose of
-to form a Local improvement District in the fu t 22324 Highway 99,
connecting the sanitary sewer�system on your property a er system. 'such
city of Edmonds' main line sanitary sew
Edmonds, to the required to comply with City of Edmonds ordinances, 1974.
connection was with the submittal dated May 1 .
copies of which were furnished you
ssumption that there would be several
Initially, we -were under the a method to install the
s opting to utilize the L.I_D_ sanitary sewer.
property owner from their private facility to the CitY.
sanitary sewer ly, within the entire City Of Edraonds,.your property is
main. Present operties in violation of Ci ty,ordinance, and
one of only twenty-one pr - For several reasons, that number is not
remaining to be connected riginally planned
a L.I.D. for the 0
economically feasible when forming ment District would carry
small size of the Local improve
purpose. The administrative.? and design costs. This May
high - contracti interest, perty owner paying up to one-third more than
very well result in the pro tion with a local Side -Sewer
he can secure through private negotia
Contractor. ion of a
to abandon the idea of format
As a result, it is necessary. ssary that.you c . omply.with
al improvement District and, further nece
-sewer connection within 60
Loc of this
the ordinances mentioned by making the side
ate of this letter (January 31, 1975). Extensions
days Of the d ; therefore, prompt attention to si.de-sewer.
date may not be granted of connection fees should be initiated. Failure .
application and payment er service.to the subject
to Comply will result in termination'Of wat de 11.16.240. your prompt.
with Edmonds City CO
property in accordance it is not our desire to discontinue
response would be appreciated sin ce
your water servic e.
continued
Page Two
Requirements for obtaining a Side -Sewer Permit are a plot -plan
drawing of the proposed connection, the legal description for the
property, payment of connection fees, copies of all recorded easements,
and payment of the $35 Permit fee. Side -Sewer Permits may be obtained
at the Public Works Department, 200 Dayton Street, Edmonds. Please*
phone Mr. John B. Mitchell, Water/Sewer Superintendent, at 775-2525,
extension 226 for -any information or assistance you may desire.
Sincerely,
CITY OF EDMONDS
SIGNED
J. HERB GILBO
Director
JHG:jt
Graf, Jeannine
I
From: Chrisman, Lyle
Sent: Thursday, October 02, 2003 5:21 PM
To: Graf, Jeannine STREET FILE
Subject: Quality Auto sign
Jeannine,
Dave and I discussed this issue and the decided not to require him to obtain an encroachment permit or move it because
of the following reasons.
1. the sign was on private property until we purchased right-of-way for the signal at 224th, and nothing was said to the
owner at the time for him to move it.
2. City of Lynnwood (contracting agent) placed the relocation within the contract but later made the decision not to move
the sign because of the size of the sign foundations and cost to move it. They adjusted the location of the signal pole
instead.
Please have Mike close the file on this.
Thanks
Lyle
1
.... ......
1 /11/97 16-:38
111 � c 9 r,
aj<�e. 4 Recorded
Snohom County
Kir)
(UTY'-OF LYNNWOOD
'08
Lynnwoqd-;* WA---:.j��4-6--5.008
SR 99:-Ikidorfln�-
V,
TAY/ E�O F-
E U Fee
X�Ci�lelais Irpi's
"y "'?e'
1 97
WARRANTY DEED
0
Reference No./Nifeel . Wo.
Grantor: . . ......... % Time Oil
Grantee: :—Uty of Lynnwood
Legal Description: 29, Township 27N Range 4Z,
'gildAionqLk on Exhibit A
Assessor's Tax Parcel ip 29#04?4-07.1-00
In the Matter of an 9;:1 Wid yl g..Ftkoject:
KNOW ALL MEN BY THESE PRESENig, That the-`6rant0`r1:(s)
for and in consideration of the stip of Ten,-.6ollars ($10.00), hereby conveys
and warrants to the City of Lynnvi6qq,....t**-f6I:1owing described real estate
situated in Snohomish County, in the Stati! of Waabington, to the same extent
and purpose as if the rights herein granted had been acquired under Eminent
Domain Statute of the State of Washingtot i ........ ..
.. ...........
Section 29; Township 17N';'.'R*a'uXe.,4�E
More particularty described W the'a"clkibd
Exhibit 'NA'
'bh6ept's rbm4�ning land, where
TOGETHER WITH the right to enter upon resp
necessary, to: (1) construct,- reconstruct, remove and*`iepia�-e driveways and
road approaches; and/or (2) remove improvements, :.if �-ali§, ..,1-6�ated wholly or
partially upon the right-of-way.
It is understood and agreed that the delivery df..-thi4.-- wrr"ty Deed is
hereby tendered and that the terms and obligations h4reol sfiall-"'not become
binding upon the City of Lynnwood unless and until a'c`9e1*)'te.d--"'&nd %approved
hereon in writing for the City of Lynnwood, by the 144ay6r..-br her duly
authorized representative.
Accepted and Approved:
CITY OF It
BY: (=290LAL-c
Mina Rol;erts, Mayor
tjz.�t/
Dated: Z/
Warranty Deed - Page I of 2
980ra.30()240
GRANTORM:
17R(s)
ow=f
VIZP
Title:
Time Oil
Dated: 8 �y
NO EXO!-LiF TAX DUE
$2.00 Treasuror's Fee
oug
By
INDXVXDUAL ACKNOWLEDGMENT
2TATX OF 1VL
7BINGTON
C�UN�X. 16F gipapodilk
.. ...... til e rti fy. . -that I know or have satisfactory evidence that
is the person who appeared before
me, arid..--igal I d -per—Ti..,-aipknowl edged that he/she signed this instrument and
acknowl%dg�&It t�o.�e'--iii/her free and voluntary act for the uses and purposes
mentioneck."in th�- �wgi�r�t�nt.
Dated,
..Vr'i-nted name:
)WXARr PUBLrC in and for the State of
.......... ......,Washington, residing in
,My. appointment expires:
..........
STATE OF WASHINGTON
COUNTY OF SNOBCMSH
I certify that I knoW` op.` have .-'satisfactory evidence that
. 1, . -.. is.--`ihe person who appeared before
me, and said person acknowledged*-.. that heh3h - e ' signed this instrument and
acknowledged it to be his/her free ahcL_vo1%kntA'ryapt for the uses and purposes
mentioned in the instrument.
Dated:
Printed name:
NolmEr Pwzlc iri and for. the..State of
Washington, resi . �Ung� - n
My appointment exj�ized
CORPORATE ACXNOWLM)MaNT
STATE OF WASHINGTON
King Ss.
COUNTY OF 91HOSOMMM ................
I certify that I know or have satisfactory �hat
TERRILL L. HENDERSON — is the person who all'�edilga. .*before
me, and said person acknowledged tFat he43be signed this ih - s�zutkenv'.aiW..
acknowledged it as the corporate officer of TIME OIL CO.
to be the free and voluntary act of such party for the uses and .,..ptfrp . qjse�s
mentioned in the instrument.
.. ... ... ......
Dated: August 14, 1997
Prifft ame:- rg.rl?f A. Vhitehe.d
iQ=RV"VBr-rC` il 1 for the State �f
Washington, residing in , Seattle
My appointment expires: 1/1/98
Warranty Deed - Page 2 of 2
9806300240
9-7-12-1-1-046&-
08/. a7�97
10:00 F ENTRANCO.ENG. 1?1003/003
9 __0_ ---. — _ —
EXHIBIT "A"
ENTRANCO
NflCHAEL G. YEOr4AN, PLS
........ PROJECT NO. 9SO11-20
SR" RIGHT -OP -WAY
August 1997
RIGHT-OF-WAY TAKE
(Itat. D016)
Tax Lot No. 292704-3-071-0000
A right-of,'WAY-44. -6vcr anidAcross the following described p
Beginnit'll'af M SouthenAt c . bmer of.the Southwest Q - er tho orthwest Quarter of t: Southwest
Quarter of Seclion 26, To�vnsyiip 27-N . 60. Range 4 East, in Sno mish County, W inglon; thence
North DD-44' W-al--30. fe�`t-,'thtfici�odlh 89-05-39" Ea 151.87 fact the point of eginfting; thence
North 25-44 J.N I fck. theilce South 53'25'D9 101.42 feet to he wester line of State Road
No. 1: thence South 2594' W�j.16&.14 feet along t fl I* fS No. 1; thence North
W a Y Ingo to
89005'39" West 109.t f n Load to Int of lb Inning;
'cat Ong qqp tip
Said right-of-way take deiqrib0'd*1wfo)iow�;
BEG G at th �45 'r of the above zscribod parcel; thence North
I I" East, aloi Ply argin of 22,4;h Street SW, a distance of 20.80 feet:
'7*551
th n 0 arth 82*5 6' "a dIS cc of 5-.154 *fget; thence North 16'05'32" East a
distanc of 7.02 fee to th cginnin of a-36.75 foot"radius non -tangent curve to the left:
he cent r of whic bea North 19* 49" Wzlii"-36,7�. feet distant. thence northeasterly
of sai .75 foot rqdi-' cinyd,'throigh a:�antrnl angle of 17'34'23", an arc
along th arc of sai
distance 11.27 1; thence Sdtkth V'16' 52""Easr-611 4 radial line, a distance of 2.05
\feet to th be ' S of a 38.913 fc6j'r*a'djus.--t:*o*nL:antrJc curve to the left; thence
wtheaster ng C arc Of sRi through a central angle of
0 19'17". dis cc to 2.2 feet; thergA Nosth-40030'09" West on a radial line, a
dis cu o real to ning of a 301-loot.iudig's concentric curve to the left;
thenc' he terly along the arc of said 3d.75 recl*iadiwk qfyp, through a central angle
"Icnc
of 18' '351, n arc distance of 1173 feet; West a dislanca of
8 act d�e westerly margin of 'State Route 99; thiner.-RoDth il'00'49" West, along
Wester m &in, a distance of 27.69 feet to the OOINT" OFIDECINNING.
Containing an area of 282 square fact, more
V
9806300240
9 -7+2+1*4-" .
G.
s ZZ 1`9 Ayr
9141917
94/0*/97 00: 59 FAq
........ ......
ENTRANCO ENG
SR99 Right -of -Way
----------------
POINT OF BEGINNING
Take
----------- —
7
Fm —n--- I
Fab Luis
E)ELTA
C
TAWENT
CHORD
DRG E
7A-
BE�J-5
17*34'23
ii
M122
'AILM
lot
38 BD
03,1g, I;V
T2
5
74l'i9"
JOR
3 .7
.17'
11.73
5.92
N DISTANCE iWARING
20.Bo
A 5';2 �
"4
W 21 314
3
-7.05
V 115-05-32-E
4
�'2
5
2. 2-
a
5.8
N W57'15 E
7
27. 9
9.w
PARCEL 2927b7-3-071-00OU
RFF. NO. X016
R.0,W. TAbfE AREA- 28-2- sq-ft.
NOTE:
THIS
AND I
PROPERTY SURVEY
ONLY.
!N`djN"EE`RS` 5`C`lE'N'Tl'6—TS TLANNEAS SURVEYORS
JOQR? N.E. STH STREET SUITE 300 BELL9VUE.
20 454-5800
& U 002/003
G.
. .. ... .. ....
LWAAS.&F,
' 0/'�'] "
01
WA 06004 Do 16
-97121-i�045-a 98063oO240
0
EXHIBIT "A"
ENTRANCO
MICHAEL G. YEOMAN, PLS
PROJECT NO. 95011-20
SR99 RIGHT-OF-WAY
August 1997
RIGHT-OF-WAY TAKE
(Ref. D016)
Tax Lot No. 292704-3-071-OODO
A right-6`k-.wiy'tak " a4ver across (he following described parcel:
Beginning "at d'Soul sL.rorner of the Southwest Quarter of the Northwest Quarter or the Southwest
Quarter of Sertiop.2%. ownship'q7 North, Range 4 East, W.M., in Snohomish County, Washington; thence
North 00'44 es.L-'30. t, . ende Soutb..89005'39" East 151.87 feet to the point of beginning; thence
North 25144' East:*231:'31 fee4.� tbince S'�utli 53'25'09 Eas( 101.42 feet to the westerly line of State Road
No. 1; thence Souila 25-4,' We'stJ6&.f4--(eet along the westerly line of Stale Road No. 1; thence. North
89'05'39" West 106�7544e�ajon , j Cou6ty Road to point of beginning;
Said right-of-way take de: rjjhd'�.�s.foli'Qws;
BEGINNING at th& Sov.lheast c(pner..dr th� above described parcel; thence North
87'51'31" West, alonj** northefly,nlargi-rt.of 224th Street SW, a distance of 20.80 feet;
thence North 82*52'36":Fp6t*'"Q..d'istaixcd'�f 5.64 feet; thence North 16'05'32" East a
distance of 7.02 feet to the"beiinni *
pg'bf a 36.75 foot,rodius non -tangent curve to the left;
the center of which bears Ndrj.b-*f9*42'29" Wesv3&75--.feet distant-, thence northeasterly
along the arc of said 36.75 foot radius curve r
.� t6ougjb. a. C6*,R.t al angle of 17'34'23", an arc
distance of 11.27 feet; thence South 37!.1'6" 52.".E�s6on airadial line, a distance of 2.05
feet to the beginning of a 38.80.-(�ot mdi�s co�cenjhc curve to the left; thence
northeasterly along the arc of said j�R.80` 9 tir
FO .1 -ri&s p '. ve, through a central angle of
03'19'17", an arc distance to 2.25 fee�-.1hence NorX. 4.0?3�'09" West on a radial line, a
distance of 2.05 feet to the beginning of curve to the left;
thence northeasterly along the arc of said 36.75 foot Fvdi�.� cur�c, through a central angle
of 18* 17'35", an arc distance of 11.73 feet-, thkcei'NorAh'82q'5TI 8" West a distance or
6.80 feet to the westerly margin of State Routc-.99; fficncc.8olu4-Z7*00'48" West, along
said westerly margin, a distance of 27.69 feet to t6:MKI'diF BEGINNING.
Containing an area of 282 square feet, more or; ssi .
..............
j
W A. * 0$k, 44 -'60
4r',
19661
LI.AtW
02/19/00
9806300240
B
EXHIBIT
-of-Way Take
SR99 Right
.... ....... ...
. . ........
------------------
POINT OF BEGIN�ql NG
224TH'ST.
�T jw-
---------------- .......... .
...........
.... ...... .
CURVE /T,5LE
DELTA J�C TANGENT CHORD OEG5EE
'1,1,15 39*11'15' 25.13 13.OB 24.64 155'55'41,
TANGEAT TABLE
NO. OISTANCE BEARING
20460 N 87:51;31;W
Z
5.64 N 82 52 35 E
3 7.02 N 15*05*32'E
4 S.Bo N 82,57'iB*E
5 27.59 5 27100'48'W
PARCEL 292707-3-071-0000
REF. NO. 0016
R.O.W. TAKE AREA- 287 Sq.ft.
NOTE:
THIS MAP DOES NOT REPRESENT A PROPERTY SURVEY
AND IS PROVIDED FOR REFERENCE ONLY.
ENTRANCO
ENGINEERS SCIENTISTS PLANNERS SURVEYORS
10900 N.E. BTH STREET SUITE 300 BELLEVUE. WA 98004
(206)454-5600
IM 6 �51
- FJ
_g
ExpiRES 0
PARCEL NO
0016
9806300240
people of the church that the shrubs would have to be replanted on the
Bell St. side. MR. SPANFELNER MOVED, SECONDED BY MR. KINDERFATHER,,TO
APPROVE ADB-57-81 WITH THE RECOMMENDATION THAT THE SHRUBS BE RELOCATED
TO CONCEAL THE RAMP IF POSSIBLE. MOTION CARRIED.
FRANK TAYLOR - Review of site, elevations and landscaping for 12-unit
condominium at 1115 4th Ave. S. (M-1.5)
This site is on the east side of 4th Ave., sloping upward from 4th
Ave. The building will be built into the hill, with the main entrance
on the second level. It will be oriented westward, with the entrance
to the east. Most of the parking will be t ' o the rear of the site,
with 12 covered parking stalls. There is 6 required rear yard setback
of 15' for structures, but Mr. Bowman indicated the staff would support
a setback adjustment to allow the parking structure. The trash enclosure
is on the -north property line and is to be screened by a 6' high cedar
fence with gates. Electrical meters will be on the southeast corner
of the building. The building and carport will be tan stucco with
wood earthtone trim. The building will have asphalt shingle roofing
and the carport will have a gravel roof. The landscape plan appeared
adequate except for the hornbeams and vine maples it'the rear of the
site which grow to 351- 40'. and at such heights they woul*d block the
views of units to the east. No identification sign was proposed and
the lighting plan was not shown. Planning/Engineering Inspector Dan
Smith indicated that the site plan was acceptable to the'Eugiae=iag
Dtylsbn exceet that an 181 klide dzixeway-will be required instead of
the proposed 16'. Also, a sidewalk must be installed along 4th Ave.
S.. to City standards. Other standard Engineering requirements will
be imposed. A lady in the audience asked whether this building would
be higher than the adjacent Stella d'Ora, and she was told it would be
lower. Mr. Mitchell questioned the objection to the vine maple trees,
saying you can see right through them even with leaves on them. He
said possibly some kind of hawthorne could be used in place of the
hornbeams. MR. MITCHELL MOVED, SECONDED BY MR. HERMAN, 10 APEBQVE
ADB-58-81 AS SUBMITTED BUT THAT THE HORNBEAKS BE REPLACED WITH J�_
SMALLER GROWING TREE WHICH CAN GO BACK TO THE ADB ON THE CONSENT
AGENDA. MOTION CARRIED. A short recess was announced..
TIME OIL COMPANY - Review of gasoline service station and convenience
store at 223 ghway 99 (CG)
The applicant was seeking final approval for site, elevations, landscaping,
and sign. The location is the northwest corner of 224th and Highway 99
and requires the removal of an existing service station. The site
layout appeared adequate but Mr. Bowman noted several items that must
be corrected: (1) There is to be no landscaping in the Highway 99
right-of-way, so the planter area along the east property line must
stop at the right-of-way and have a curb at this,point. The existing
curbing in the right-of-way must be removed. 2 There will be curbs
and sidewalks along the south property line. �3 A 15' wide, fully
landscaped setback is required from all streets and was not shown.
(4) The curb cut along Highway 99 must be reduced to not more than
30'. It was noted that a covenant will be required in support of any
future sidewalk LID on Highway 99.
The building will be concrete block, tan in color, with an extending
mansard covered with aluminum "rough shakes," colors to be red, orange,
and yellow. The front elevation will be primarily plate lass, with
aggregate plywood below the windows. The pump island wil? be supported
by two poles with an overall height of 14 1/2', with a mansard covering
to match the building. Mr. Bowman noted that the proposed landscaping
did not appear adequate as the species proposed and the spacing would
not allow a fully developed appearance within two years. No trees
were proposed. He further noted that a 15' setback from the RM property
to the west was required which was to be landscaped and permanently
maintained with trees and ground cover, and that a minimum 6' high
fence, wall or solid hedge must be provided. A 6' cyclone fence with
no slats was proposed. Mr. Bowman said the landscaping in this area
would not provide the required buffer. No sprinkler system was shown
ARCHITECTURAL DESIGN BOARD
Page 4 - September 2, 1981
0 .5�� 1-1 )p 0 6
on the plans and. inasmuch as it is difficult to keep plantings alive
in the Highwey99 environment, it was suggested that it might be required.
An extensive lighting plan was proposed, including two metal halide
pole lamps and three low area lights, but Mr. Bowman said no height
was shown for the pole lamps. The building and canopy lights were to
be fluorescent and he suggested the amount of lights proposed might be
reduced to reduce glare on adjoining properties. The trash enclosure
was to be a 6' cyclone fence with redwood slats and a gate. All
mechanical equipment would be housed on the roof with 3' high wood
screening. Colors were not shown.
The sign was proposed to be double faced and freestanding. The allowed
height was 25' and that proposed was 22'. Total allowed sign area was
60 sq. ft., with 96 sq. ft. proposed. The lettering colors will be
black on a white background. The words "Gas Mart" and all trim will
be red. 'Fluorescent lamps will illuminate the sign from above. The
applicant said the reason the sign was oversized was because they have
a standard frame which they use. He said they would use a smaller
sign if it were required, but they would have to have it custom made.
He said the sign would not be lit from the interior. He added that
the color of their mansard roof is their trademark. He also said they
are required to have a 15' greenbelt at the rear and if they do the
same at the front then when they have a tanker unloading the customers
will not be able to get into the lot. Mr. Bowman said the Code requires
that the street setback be fully landscaped for 15' in width and the
ADB does not have the authority to reduce the setback or the landscape
requirement. The applicant added that they are asking for wider curb
cuts in order to get the tanker trucks in and out. Chai man LaFon
observed that there were too many items that had to be corrected. MR.
MITCHELL THEN MOVED, SECONDED BY CHAIRMAN LaFON TO DISAPPROVE ADB-60-
81. Mr. Mitchell said the applicant should address the problems
stated by the staff. The applicant said he could not apply for a
building permit without the ADB approval and he thought the problems
would be remedied at this hearing. He was told he should confer with
the staff and answer the questions the staff had posed, and then to
bring the proposal back to the Board. He said he already had gone
over the plans with Mr. Lewis. Mr. Mitchell pointed out to him the
requirement of landscaping and noted that he had indicated the use of
ivy with 10' centers and that would never grow together. He also
noted that no trees or shrubbery were shown and he suggested some
photinia. Mr. Herman suggested that the screening of the air conditioning
unit on the roof be changed to use the same material as on the mansard.
The applicant thought that would look too gaudy, but Mr. Herman said
it would be more unified. The applicant was asked the height of the
pole lamps, and he said 14'. He was told the colors had to be indicated
for the screen on the roof. Also that his proposed sign was 36' over
that allowed. He was told there should be some provision to prevent
glare to the adjoining properties from his lights. After pointing out
these items which made the proposal unacceptable, MR. MITCHELL WITHDREW
HIS MOTION, AS DID THE SECOND. MR. MITCHELL THEN MOVED, SECONDED BY
CHAIRMAN LaFMIT PROVE _7n_Q1 FOR THE REASONS STATED ABOVE.
THE MOTION CAR ED.
ADB-62-81 CLAIRE'S PANTRY RESTAURANT - Review of modification to the roofline
and exit to west side of-6uilding at 301 Main St. (BC)
The proposal was to change the roofline and to add a fire exit and
stairway. The roofline will extend farther over the sidewalk than the
existing and there will be posts defining the entry. A materials and
color list was provided. All changes will require street -use permits.
Mr. Bowman said they wished to change the roof material to earthtone
concrete tile. MR. SELVIDGE MOVED, SECONDED BY MR. HERMAN, TO APPROVE
ADB-62-81 AS SUBMITTED. Mr. Kinderfather thought they could do better
and Chairman LaFon did not like the stairway on 3rd, finding it unattractive.
The applicant said they could brick the stairway to match the building.
The Board discussed changes to the plans.with the applicant, and THE
MOTION AND SECOND WERE WITHDRAWN. CHAIRMAN LaFON THEN MOVED, SECONDED
BY MR. SELVIDGE, TO APPROVE ADB-62-81 WITH THE FOLLOWING EXCEPTIONS:
ARCHITECTURAL DESIGN BOARD
Page 5 - September 2. 1981
4.
CITY OF EDMONDS
CIVIC CENTER EDMONDS. WASHINGTON 98020 (206) 775-2525
COMMUNITY DEVELOPMENT DEPARTMENT
April 8, 1983
40
HARVE H. HARRISON
MAYOR
Time Oil Co.
2737 W. Commodore Way
Seattle, WA 98199
Attn: Silas Cool
NEW.CONVENIENCE STORE AND GAS STATION AT 22324 hlG*HWAY�'99
The following is a list of items that need to'be'co'mpleted prior
to further review of the above application:
1. Submit one copy of the structural calculations for the building;'
2. Submit estimates or bids on performance work costs that include�:
a).landscaping
b) curb/gutter/sidewalk
3. Curb, gutter and sidewalk will be required on the south
property line per the attached. These will become part of
your approved building plans.
Complete and return the enclosed application for demolition
of the existing structure.
5. Provide us with the name, address, telephone number and
state license number of the contractor performing the work.
If you have any questions, please contact the Building Division.
t, 2 enfe;IA.-o
Cindy Ri gstaU
Permit Cgordinator
cr
enclosures
I
"I - WE PIW WARM @RMNEW
RIWI;FI�4p-12V pxwwao I. M,
BUILDING PERMIT REVIEW �' -4't gwy fq 9 -061-A
(address) r —Zaa-te)
Street Right -of -Way Existing�',7'04E TEQD
Z
Access Easements Existing, AM12- FEQD
Utility Easwmt Existing_A///2- REQD
Lot Per.Subdivision Plat Assessor Map
Site Plan Checked for Accuracy__
Z
Underground Wiring Reqd.
0
Check Accuracy of Legal Descript
Z
Review by. Date
Existing Water Main Size
Water Main Required
Service Line Required
Hydrant Size
Hydrant Reqd Per Fire Code Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department Com:Tients-
.4ater Meter Char Reqd.
e _F
Revi L-,,- b. Date
Septic Tank Design Approved Date
Septic Tank Permit Reqd. Permit No.
Sanitary Seuxer Availability Proj.
Drx,Ting No. Z I Z) IZ!f File No.
Side Sewer Availability
Sanitary Sewer Connection Fee Reqd._
Review by Date
94
Open Ditch Exist /Z-, Reqd.
Z
Culvert Reqd. Size
W
Catch Basin Reqd. Indicate on Site Plan
0
Shoulder drainage maintain collection an swale open runoff
E-
Manhole reqd. Indicate an Site Plan
Soil Conditions and Ground Water Field Checked
Review by Date
Revised: lvlO-1977
E
DATE : Y-29�-83
MEMO TO: Building Division
Planning Department
FROM: Engineering Division
Public Works Department
SUBJECT: ;n-3
After review of the subject Building Permit application, we have the following
comments:
1. Connection to City water system required.
2. Connection to City sanitary sewer system required.
3. Right-of-way permit required for any work on City property.
4. Driveway slope not to exceed 14%
5. Backwater valve required if downstairs plumbing is below elevation of
upstream manhole.
6. Water and sewer lines to be separated by 10 foot minimum.
J
BD 6/82
(5, ut V--
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 Telephone (206) 775-2525
July 2, 1980 ) 11100
President
Widinq Transpgrtation Inc.
90.�. --i3-�J�4-6 6
24300 Pacific Highway South
Kent, Washington 98031
Dear Sir:
Je rl- &
RE: Charges for Gas Spill Cleanup
SR 99 and 224th Street SW
June 14, 1980
On June 14, 1980 at around 8 o'clock in the morning a
1972 Mack truck carrying gasoline, driven by Robert Karamatic,
and registered to your company was involved in an accident
in Edmonds on 224th Street Southwest between State Route 99
and 76th Avenue West. The driver was attempting to deliver
a load of gasoline to the Sav-Mor gas station. While backing
up, the trailer became detached from the truck and rolled over
causing a gas spill on the street and into the sewer system.
As a result of the accident gas began spilling from the
truck causing an immediate and severe fire and safety hazard.
Units from the Edmonds Police Department, Fire Department and
Public Works Department, together with numerous other fire and
law enforcement agencies responded to the scene to contain the
situation. As a result of the accident the City has incurred
expenses associated with the hazard created. We are now in the
process of preparing the exact costs and intend in the near future
to make a claim on your company.
I believe that you should forward a copy of this letter
to your insurance carrier to advise them of the forthcoming
claim. I would also appreciate it if you would have your
insurance adjuster contact me directly in order to expedite
this matter. You may reach me by mail or telephone at the
following address: Suite, 1015, 1411 Fourth Avenue Building,
Seattle, Washington, 98101, 622-2991.
Thank you in advance for your cooperation.
Very truly yours,
OFFICE OF THE CITY ATTORNEY
Wayne Tanaka
;%TT/bw
cc: Jack Weinz, Fire Chief
Marlo Foster, Police Chief
Fred Herzberg, Director of Public Works
CITY OF EDMONDS
200 DAYTON ST. * EDMONDS, WASHINGTON 98020 - (206) 775-2525
DEPARTMENT OF PUBLIC WORKS
June 25, 1980
Mr. James Murphy
Ogden, Ogden and Murphy
1411 Fourth Avenue Building
Seattle, Washington 98101
Dear Jim:
SUBJECT: CHARGES FOR GAS SPILL CLEANUP
SR 99-AND 224TH STREET SOUTHWEST
/e-/- 1z 66�ay
HARVE H. HARRISON
MAYOR
Included are charges for Public Works services, Street and
Equipment Rental Divisions, in assisting the Edmonds Fire Depart-
ment clean up the petroleum tanker fuel spill accident which
occured at the intersection of 224th St. S.W. and SR 99 on
June 14, 1980. Also included are charges for rental street
sweeping services by the City of Lynnwood which were paid by
the Edmonds Street Division. Additional street sweeping clean—
up and storm sewer system inspecting/cleaning required on June
16th and 18th are included.
Please submit these charges for collection to:
P.O. Box 3466
24300 Pacific Highway South
Kent, Washington
Phone: 1-206-824-5890
Summary of charges are:
Edmonds Street*Division labor, benefits & overhead
Edmonds Equipment Rental Division
Edmonds Street Division rental of City of Lynnwood
equipment
Total Charges:
Very truly yours,
FRED F. HERZBERG, P.E.
Director of Public Works
AAB: j ky
Enclosure A3—e-Blandin
$561.30
$142.04
$ 70.50
$773.84
CITY OF EDMONDS
WORK ORDER NO. 501004
JUNE 25, 1980
Widining Transportation, Iiic.
P. 0. Box 3466, 24300 Pacific Hwy S.
Kent, Washington
Clean-up of gas spill at Hwy 99 and 224th St. S.W. - June 14, 16, and 18, 1980:
LABOR
Hrs.
Rate
Amount
B.
Mills
4.0
$11.80
$ 47.20
A.
Blandin
4.0
12.47
49.88
W.
Stroud (time & one-half)
4.0
14.82
59.28
G.
Yuhl (time and one-half)
4.0
13.94
55.76
B.
Johnson
8.0
7.81
62.48
J.
Walvatne
2.0
9.88
19.76
J.
Lindsay
2.0
5.53
11.06
G.
Meide
6.0
9.29
55.74
$361.16
Benefits: 22.5 81.26
Subtotal: 442.42
Overhead: 26.87 118.88
Total Labor Cost $561.30
EQUIPMENT
Hrs.
Rate
Amount
Unit #80
6.0
$ 3.66
$ 21.96
Unit #3
2.0
5.58
11.16
Unit #59
6.0
3.07
�18.42
Unit #40
6.0
13.79
82.74
Unit #12
4.0
1.94
7.76
Total Equipment Cost $142.04
TOTAL COST $703.34
AB/st
CON TION
CITY OFpEl3mc) 's.- .:El ORDEO
NO
CIVIC CENTER EDMONDS, WASHINGTON 98020 - (206) 775-2525 THIS NUMBER MUSf Ae.PEAW,.,
bN. ALL INVdidt�
PACKAGES,- 13!(ktV�,JADIN'G�
PURCHASE REQUEST El INVENTORY REQUEST -WORK REQUEST- CORRESPONDENtt.
--SHIP PREPAID TO (OR SERVICE LOCATION)
R EQUIRED V I A MUMBER—
SHIP. MENT-NO.' R. DATE
_U [BATCH
PLEASE FURNISH THE FOLLOWING ITEMS:
,;QUANTITN
UNIT
Ab-1
CATALOG
NOMBER
T
T
is il
ESTIMATED,
c
SUBTOTAL.
TAX
iOT' A C AMOUNT
zTn
REQUESTED BY:
APPROVED BY:
'954:5�� ,
TRECEIVED BY:
CODE
PROJECT
AMOUNT
_;;,_-ESTIMATE ACTUAL,
70, _V-)
2
3
41
51
6
7
8
9
101
12
NO)
TOTAL AMOUNT
7e), T-<�>
1�71
e., , 77S
CITY OF EDMONDS CONFIRMATION 01276
ORDER
CIVIC CENTEP EDMONDS. WAWNGTON 98020 - (206) 775-2525 e m I
x PURCHASE ORDER DCHANGE ORDER
V
City of Lynnwood
E
N
D
19100 44th Ave. W.
0
R
Lynnwood, Wa. 98036
NO.
I MO NUIVIDIZIN MU01 Rrr m
ON ALL INVOICES,
PAYMENT PACKAGES. BILLS OF LADING
REQUEST 6/23/81 AND CORRESPONDENCE.
-SHIP PREPAID To (OR SERVICE LOCATION)
umic mcs4ul"tu 1111' VIA F.O.B. ORDER DATE BATCH NUMBER
---.r 1 1 6/23/80 1
PLEASE FURNISH THE FOLLOWING ITEMS:
[NVOICE REF
NUMBERS'
872
L
1,
E
QUANTIT�
UNIT
CATALOG
NUMBER
DESCRIPTION
Street cleaning charges for Gas
UNIT
COST
Spill
TOTAL COST
ESTIMATED ACTUAL
on Hiway 99 June 14, 1980
3 hr
Labor
15.00
45.00
5
3 hr
Equipment -Street Sweeper
8.50
25.60
050
'c
_/7
SUBTOTAL
TAX
PURCHASING CONTROL
TOTAL AMOUNT
70.50
il!: 70 41 5Q
EARLY RELEASE:
JOUCHER NO.
VR
I/ENDOR NO.
19215
V
10
13RE-ISSUED WARRANT NO.
r% � r, A
CODE
000 840 542 67 39
PROJECT
ESTIMATE AM U NT
70.50 !OA'50,,
2
3
4
5
AnAft
6
9
7,
12
..... ....
- ------- -W
WW
fin
U�" CITY OF LYNNWOOD
19100 44th AVENUE WEST LYNNWOOD, VV A. 98036 Phone (206) 775-.1971
TO city of Fcb;ioilLls
Public 1,orl,-Is Dept.
200 Dayton
l3dmonds, Wa. 98020
-Street cleaning charges for L.as spill on Highway 91).
Equipment 11-01 street sivccper
Labor
21-Sl
k
INVOICE NO. 872
DATE
,JLuic 17, 198)0
FUND
Hi-E ilEFERENCE
SUBJECT
$IS-00 lirs. $45.00
8.SO 3 lirs. 25.50
$70.SO
L
,CITY 0,�,
CITY of EDMONDS BUQ1111MIESS
LICENSE APPLICATIQN D LICENSE NO.
Civic Center Edmonds, Washington 9 810
ANIRL FEES
City Clerk Phone 775-2525
PENALTY AFTER FEB. 15
0 HOME OCCUPATION
4STRUCTIONS:
CLASS
I
LIC.
EFFEC. DATE REASG.
LIC. NO.ISPEC.1
$10.00 (A)
ADDITIONAL $5.00 0
All items must be completed
�YEA�R
X SMALL BUSINESS
or application will not be ac-
RECEIPT NO.
DATE PAI
PRINTX A-
$15.00 (B)
ADDITIONAL $7.50 0
cepted.
.il/z4n
,;I;
I
IN SPEC. nOX
FOR ISSUE OF
0 Business with 10 or
Sign and return application
FEE PAID
PENALTY PAID
CORRECTED
more employees
ADDITIONAL $25.00 0
with fee. Renewals received
LICENSE WITH
'LC'ACTION.
$50.00 (C)
after February 15 must pay
K NEW APPLICATION (LA)
penalty in addition to fee.
El RENEWAL
(LB)
NEW BUSINESSES AFTER
0 CHANGE
(LC)
JULY 31, 1/2 FEE. (PLEASE MAKE ANY NECESSARY CHANGES) 0 DELETE
(LD)
NAME OF FIRM
BUSINESS PHONE
NO. OF EMPLOYEES
TIME OIL CO.
[ 285-2400
1
2.
MAILING ADDRESS NATURE OF BUSINESS
P.O. Box 24447 Terminal Annex 'a 4' 6 - / S
Seattle, Washington 98124 q // ol -0 �Sa 'r
BUSINESS ADDRESS INDIVIDUAL PARTNERSHIP CORPORATION
22324 Highway 99 N, Edmonds' (S) (P) (C)
OWNERS NAME A QDR
Time Oil Co. M5'w. 8SOSMmodore Way, Seattle, W9199
HOME PHONE DATE OF BIRTH PLACE OF BIRTH —7-0CIAL SECURITY NUMBER
2RS-2400 I
EMERGENCY NOTIFICATION: (1) NAME & TELEPHONE Time- o —il c o 285-240U
(PLEASE LIST TWO) �(2) NAME& TELEPHONE
WASHINGTON STATE TAX NO.J 178 047 526 APPLICANT'S SIGNATURE
STAFF REVIEW:
DO NOT WRITE BELOW THIS LINE
FILL IN LAND USE CODE, UFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR
DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT"
SECTION. ROUTE TO NEXT DEPARTMENT ON LIST.
PLANNING DEPARTMENT DATE kQ LAND USE CODE ZONING CODE
IZAPPROVE El DISAPPROVE C--�,
C r\ NN 4, o -�L,,jA 4� SIGNATURE I C16 I I
+3 CONDITIONAL USE PERMIT
COMMENTS I j =
BUILDING DEPARTMEN ' T DATE -7,
PPROVE 0 DISAPPROVE SIGNATURE 1,14
COMMENTS:
CAPACITY: (NO. UNITS, APTS., OFFICES, SEATS, BEDS, STUDENTS)
Building
0
Hotel/Motel
(L)
Permit
0
0
Apt. Bldg.
Office Bldg.
(A)
(0)
Occupancy
0
Restaurant
(R)
Group
0
Hosp/Nurs Home
(H)
0
School
(S)
FIRE DEPARTMENT DATE -2-tt-00 -5-7 U.F.I.R.
0 APPROVE 0 DISAPPROVE SIGNATURE 42L-94�=, —
COMMENTS:
PO DEPARTMENT
DATE SIGNATURE
ke'APPROVE E) DISAPPROVE
COMMENTS:
PUBLIC WORKS DEPARTMENT
0 APPROVE 0 DISAPPROVE DATE SIGNATURE
COMMENTS:
PLEASE RETURN. TO CITY CLERK
22324 Highway 99 South TA PR 301984
Edmonds, Washington
April 27, 1984
Cost estimate for drainage, landscaping and public improvements
SITE DRAINAGE
1. 4"
PVC pipe from roof drains, canopy and strip drains to street
tie-in (appr. 190 lin. ft.)
A.
Sawcutting.asphalt (equipment, operator and laborer)
380 feet @ $.60/ft.
$ 228.00
B.
Trenching with backhoe (equipment, operator and laborer)
190 feet @ $3.26/ft.
619.40
C.
Pipe laid in place (plumber and laborer) 190 feet
@ $2.43/ft.
461.70
.D.
Backfill clean washed sand (20 yrd3) @ $14.93/yrd.
298.60
E.
Backfill installed with dozer (equipment, operator and
laborer) @ $1.33/yrd.
.26.60
SUB TOTAL
$1,634.30
2. 4"
PVC perforated french drain at rear of new building
(approx. 80 ft.)
A.
Excavation - included in building excavation
B.
Pipe laid in place (plumber and laborer) 80 feet @
$2.43/ft.
$ 194.40
C.
Backfill 3/4" minus crushed rock (6.6 yrd 3) @ $16.20/yd.
106.92
D.
Backfill clean washed sand (31 yrd3) @ $14.93/yd.
469.83
E.
Backfill delivered and installed with dozer (operator and
laborer) @ $1.33/yd.
50.00
SUB TOTAL
$ 821.15
-I-
SITE DRAINAGE (Con't.)
3. Two (2) concrete strip drains with steel grates (30' long each)
A. Sawcutting asphalt (equipment, operator and laborer)
120 feet @ $.60/ft.
B. Trenching with backhoe (equipment, operator and laborer)
60 feet @ $3.26/ft.
C.
Concrete troughs poured
in place
60 feet
@ $13.06/ft.
D.
Steel grating (11-3/4" x
26" x 2")
total
28 @ $63.15 ea.
SUB TOTAL
DRAINAGE TOTAL
CURBING
1. 1811 x 6" continuous concrete curbing (monolithic pour)
around planting areas (approx. 445 lin. ft.)
A. Sawcutting asphalt (equipment, operator and laborer)
445 feet @ $.60/ft.
B. Curbing poured in place 18" x 6" x 445' @ $6.50/ft.
2. Remove existing concrete curbing at street
A. Remove curbing 110 lin. ft. @ $2.25/ft.
B. Patch asphalt 110 lin. ft. @ $6.25/ft.
CURBING TOTAL
1. Topsoil @ 6" deep throughout �lanting areas
6625 ft2 x .5 ft. = 122.6.yrd
A. Topsoil delivered to site 122.6 yrd3 @ $12.95/yd.
B. Topsoil spread from pile to rough grade with front
end loader (operator and laborer) 122.6 yrd3 @
$3.03/yd.
C. Topsoil spread to finish grade by hand I yd.3 for
600 ft.2 - 11 @'$25.00/yd.3
SUB TOTAL
$ 72.00
195.60
783.60
1,768.20
$2,819.40
$5,274.85
$ 267.00
2,892.50
247.00
687.50
$4,094.00
$1,587.67
371.47
276.04
$2,235.18
-2-
LANDSCAPING (Con't.)
2. Plantings (including installation)
A. Juniperus Chinensis (Juniper) 27 @ $6.57 each
B.- Hedera Helix (English Ivy) 60 @ $4.20 each
C. Photinia Fraseri (Evergreen Tree) 40 @ $13.30 each
SUB TOTAL
LANDSCAPE TOTAL
DRAINAGE
CURBING
LANDSCAPING
SUB TOTAL
ADD 5% CONTINGENCY: CALL
$ 5,274.85
4,094.00
3,196.57
$12,565.42
$13,000.00
D.
V AS
N GIs
IONAL
$ 177.39
252.00
532.00
$ 961.39
$3,196.57
-3-
N"
30�;4'7
-7/ 1,3Z
r1me OIL 60.
IAI AVW77 10414 5-WtX- S��-C Z9, 77z7,(1R4,c-W,,&-7
-57 . -/7-'�-
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4
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81)74��7- .
P/t e
S.,
�5-'-Fmzc !'pFj5v
AVI)c pW&Ydrl4A1A
lt-�rrb ffer I
MEYRINCj-..& ASSOC., ING
23423 Highway 99
Edmonds, WA 98020
E.:,. jD. Box 32 Lynnwood.. IWA 98036
978-3101
:Sc4&5"
/ *�� --52�0 Ma
177. -7-5,
.,0
4)
J
N
30
r1me OIL 60.
/A/ 4!9,e7- 1f1W4:5-WV S�6rC Z9, 77z7AIR4-c-- W14-7.
-5- WA.5-.14-1AA7�A1
A16V7f-f21'--X15;41 <f494(-/A/7-Y-
lt-�reb
f?
0
A,' C
1109.7-!;- - --"!, \1 A
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pit,
pl'44�
MEYRING-..& ASSOC., ING
23423 Highway 99
Edmonds, WA 98020
02905AV L - 0. Box 32 Lynnwood,, IWA 98036
978-3101
177,,o,76
0
November 16, 1995
To: Jeannie Graf
Bldg Dept. Edmonds, Wa
From: M&T Associates, Inc.
Tariq Ahmad - President
Re: Business License #134624
22324 Hwy 99 #A Edmonds, Wa
"Irct,
#OY VkO
pz%jr 1995
11014rkel-9
We will be occupying the premises mentioned above and operating it as a mini -mart. No
leasehold improvements will be made. We will utilize the exiting counters. Three free-standing
(eight foot) shelves will be placed in the center of the store to display can food and other grocery
items. In addition, there will be three pop machines placed in the store by Snapple, Pepsi and
Coke.
We are also accepting the responsibilty for the gas pump usage and the gas shut-off switch. If
you need any additional information, Please give us a call.
Sincerely,
Tariq Ahmad
0',t gz��
LET F LE
0
/P/
CITY OF EDMONDS
250 5th AVE. N. 9 EDMONDS, WASHINGTON 98020 * (206) 771-3202
COMMUNITY SERVICES
January 15, 1986
Jackpot Deli/Gas,-,Station
22324 Aurora Ave.
Edmonds, WA. 98020
TO WHOM IT MAY CONCERN:
SUBJECT: SIGN REMOVAL
Piz
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
�It has come to the attention of the City of Edmonds that your
establishment has a "portable" sign in use at the corner of 224th St.
S.W. and Highway 99. The location of said sign is improper because it
blocks vision at the corner of your -lot and prevents sight of the
HOSPITAL route sign for southbound traffic.
Please remove the sign immediately and permanently from that
location. Your cooperation in this matter is imperative to the safety
of the motoring public.
A copy of this letter is being forwarded to the Planning Division
for their information regarding sign code implementation.
Sincerely,
CHRIS BECKMAN
Engineering Coordinator
CB/st
cc: Planning Division
C4nd"a4c/F—�Dt
PUBLIC WORKS PLANNING PARKS AND RECREATION ENGINEERING
-11 411111a. I _*iowl
rumm 41
�"A
sue
ryiqc �oTa s
plzk�
INTER -OFFICE COMMUNICATIONS,,
DATg� May 7, 19 �4
FRE3MCTeresa Quig ey, P, an6ing Secretary
�e Marshal
CT:, -.VARIANCE TO REDUCE STREET SETBACK FROM 151 TO 51 AT 22324 HIGHWAY jNX(vaigg-8.4
41
.iiw the attached application and
_A W
Wee
409
A
'�a
IN
I
0
August 27, 1981
MEMO TO: ADB Members
FROM: Dan Smith
Planning/Engineering
Inspector
SUBJECT: ADB MEETING/SEPTEMBER 2, 1981
The following items have received no comment:
ADB-55-81/S & S Si?n Company
ADB-56-81/Steve Wa ter
ADB-59-81/John Delane
ADB-61-81/Pizza Hut
ADB-6-81/Art Furbush
ADB-62-81/Claire's Pantry
ADB-63-81/Rebecca Strom
ADB-58-81 FRANK TAYLOR
Review of site, elevations and landscaping for twelve unit
condominium at 1115 4th Avenue South. (RM-1.5)
The site plan as presented is acceptable to Engineering except,.fo*r one..change.
A 18' driveway will be required in place of the proposed 16'. Also,
a sidewalk must be installed along 4th Avenue South to City standards.
At time of building permit application, a development plan must be
submitted showing all planned utility systems and public improvements.
A performance bond will have to be posted based upon the cost of
installation of the uti-lities and any public improvements.
ADB - 60-80 TIME OIL COMPA�NY
eview of gasoline service station and convenience store
""---at-22324--Highwa3F 99.
a
The site plan is acceptable except for two changes. A,30' curb cut will be
the maximum allowed on the Highway 99 entrance. Also, curb, gutter and
sidewalk will have to be extended along the south propert� line. A utilities
development plan, cost estimate and performance bond based on 110% of this
cost estimate shall be required prior to issuance of a building permit. Also,
Time Oil Company is required to sign a.covenant supporting.any. future sidewalk
L.I.D. on Highway 99.,-
ADB-63-81 REBECCA STROM
Review 5-f—s-ir-te, elevations, -landscaping and signs for
California Concept's Hair Design at 533 Dayton Street. (BC)
The site design as presented is acceptable. The use of the alleyway for
access to parking and backout space is approved by the City Engineering
,office. A utilities development plan, cost estimate and performance bond
based on 110% of this estimate shall be required prior to issuance of
building permit;
DS/mt
I -.'j
June 25, 1979
MEMO''.TO: Planning Division
Community Development Dept.
FROM: Engineering Division
SUBJECT: TIME OIL COMPANY REZONE - R-5-79
Engineering Division does not object to this action. Further,
there are no special engineering requirements in conjunction with
action at this time.
DS:jak
e-2-r.Z2q
shilth dt. Asst CE dt. Admin d�t. P.W. Dir. Dt.
HEARING DATE; '?—I
Ww"
DATE:
FILE #:
REZONE FEE: 575.00
CONTRACT REZONE: 125.00
ENV. ASSESSMENT FEE:.$25.00
ENV. CHECKLIST REC'D AO.
APPLICANT: TIME OIL CO. REC'T NO:
PO Bwc 24447, Terminal �Iinnex
ADDRESS: Cleattle., UA 98124 PHONE # 206 285- 2400
CITY OF EDMONDS
APPLICAfION FOR REZONE
APPLICANT'S INTEREST IN THE PROPERTY: OPTION HOLDER X RE CONTRACT HOLDER
OTHER - Please specify:
OWNER: ADDRESS: PHONE
(If more than one owner, attach list or petit_i�o�R
REQUEST REZONE FROM: - IVL TO: W
Statement or reasons for rezone request. (Statement may be attached. Please include any
plans for development.) Acquisition of a'ooroxLrq�itelv 20 foot. qt.ri n t.r) wp
of existin., o,,Med service station. Added
t� 20 foot striD.rezoned to OG
is required to add convenience store in lieu of "existina .9ervice sta-h-ion
bixilding plus 10 feet of whic�i is need for set back froin a djoini_nz MT.
zoned property.
LEGAL DESCRIPTION OF REZONE AREA: Portion Of the IN-1, of SW�! of Sec"Lion 29., T. 27 N,3
R. It E.3 14.14.; described as follows': Be,,,,innirV at tie SW corncr of &-j-1-4 of of
S 4 11 4
Id' of.said section; thence N. 0'44' 1,1. 20 feet; thence S. 89`05139 E. 151.87
feet to pob; - thence N. 250-1v',,' E. 231.31 feet; thenc Ni. 890051531, W. 20 ect; thence
S. 25'W_0 W. 154.2 feet; thence -southerly 71.06 feet more'or less to point of
be�;iniiin,cr
REQUIRED SUBMITTALS -
(Must be submitted at time of application)
1. Map drawn to scate of the area involved, showing all property lines, dimensions, existing
buildings and streets. Indicate North and adjacent zoning.
2. Vicinity sketch of t , he area with subject property shaded in. Indicate North and adjacent
zoni-ng.
3. Environmental Checklist, completed, with the $25.00 fee.
4. Names and addresses of all property owners within 80 feet of the boundaries of the proposed
rezone site.
This space to be completed by the Planning Department:
Legal Description checked and approved by —Date
CERTIFICATION: I hereby certify that the information supplied to the City in this application
is true to the best of my knowledge.
T DE I
C y i %ew�� Si rlan-h
Bv: �&�
Signature of Owner or Agent for
ENVIRONXEfiTAL CHECKLIST
Introduction: The State Environmental Policy Act of
1-9-7-1,Chapter 43.21C,,RC14, requires all state and local
governmental agencies to consider environmental values
both for their own actions and when li'censing private
proposals. The Act also requires that an.Environmental'
Impac't Statement (EIS) be prepared for all major actions
significantly affecting the quality of the environment.
The purpose of this checklist is to help the agencies
involved * determine whether or not a proposal is such a
major,action.
Please answer the following questions as completely as
you can with the information availab.le to you. Where
explanations of your answers are required, or where you
believe an explanation would be helpful to government
decision -makers, include your explanation in the space
provided, or use additional pages. You should include
references to any.reports or studies of which you are
aware and which are relevant to the answers you -provide.
Complete'answers to those questions now will help all
agencies involved undertake the required environmental
review without unnecessary delay.
The following questions apply to.your total proposal,
not just to the permit for which you are currently,
applying or the proposal for which approval is sought.
Your answers should include the impacts that will be
caused by your proposal when it is completed, even
though completion may not occur until sometime in the
future. This will allow all agencies involved to complete
their environmental review now, without duplicating
paperwork in the future.
NOTE: This is. -a standar'd form,being used by all state
and local agencies in the State of Washington for various
types of proposals. Many of the questions may not apply
to your proposal. If a question does not apply, just
answer it "not applicable" (N/A) and continue on to the
next question.
ENV I RONMENTAL CHECKLIST
A
BACKGROUND
1. Name of Proponent TT_ LE OIL CO.
2. Address and Phone Number of Proponent PO Box 24447
Seattle, 1.,1ashin,-,,ton 98124 - 206 285 2400
3. Date Checklist Submitted
4. Agency Requiring Checklist
5. Name of Proposal, if applicable
N
Ter..-iinal 21.nnax,
6. Nature and Brief Description of Proposal (including but not limited to
its siz ' e, genera.1 design elements, and other factors that will give an
accurate understanding of its scope and nature:
,one appro�. mately 20 foot i.iide strip at -viest end of e:cistin�i service
station at north�ojest co rne.r of 224th S. S',.,j 99 in E-,diaonds, loash.
to allow building a convenience store thereon plus 10 foot setback fron. R zonc
property.
7. Location of Proposal (.describe the physical.setting of the proposal, as
well as the extent of the land area affected by any environmental im-
pacts, including any other information needed to give an accurate under-
standing of the environmental setting of the proposal):
Above 20 foot stip de3cribed in Par. 6 constituting approximately 4000
square feet.
8. Estimated Date for Completion.of the Proposal Early 1980.
9. List of all Pervits, Licenses, or Government Approvals Required for all
Proposal (federal, state, and local — including rezones):
kezone to business classification by Edmonds City' Planning Com.,dssion
and approval of bL:ilciLn,,-,
plans b,,,, Edrionds City Building Dopartment.
10. Do you have any plans for future additions, expansions-, or further
activity related to'or connected with this proposal? If yes, explain.
As described in D aragraph 6 above.
11. Do you know of any plans by.others which may.affect the property covered
by your proposal? If yes, explain.
none
12. Attach. any other application form that has been completed regarding.the
proposal; if none has been,completed, but is expected to be filed at
some future date,.describe the nature of such application form:
B. ENVIRONMENTAL IMPACTS (Explanations of all "yes"And "maybe". answers are required).
YES MAYBE NO
1. Earth. Will the proposal result in:
a. Unstable earth conditions or in changes
in geologic substructures? X
b. Disruptions, displacements, compaction
o.r overcovering of the soil?.
c.. Change in topography or ground surface
relief features? X
d.1 The destruction, covering or modifica-
tion of any un-ique geologic or physical
features?,
e. Any increase in wind or water erosion
of soils, either on or off the site? X
f. Changes in deposition or erosion of
beach sands,'or changes in siltation,
deposition or erosion which may modify
the channel or a river or stream or the
bed of the ocean or any bay, inlet or
lake?
Explanation: A m:Lnimal-amount of the easterly 10-feet in thp cpnter of
the subjec� 20 foot strio vill to ba rinim a C n1apin _fpe! in
—match Rrades of e-�asting service- Rtation-
2. Air. Will the proposal result in. -
a. Air emissions or deterioration of
ambient air qual-ity?
b. The creat-ion of objectionable odors? X
c. Alteration of air movement, moisture.
or temperature, or any change in climate,
either locally or regionally?
Explanation:
3. Water. Will the proposal result in:
:.a. Chang*es,in c,urre.nts, or the course
or directioH of water movements, in either
marine or fresh wate'rs? X
b. Changes in absorption rates, drainage
patterns . , or the rate and amount of sur-
face water runoff? X
-2-
4b ilk
YES MAYBE NO
c. Alterations to the ccurse or flow
of flood waters?
X
d. Change in the amount -of surface water
in any water body?
X
e. Discharge into surface waters, or in
any alteration of surface water quality,
including but not limited to temperature,
dissolved oxygen or turbidity?
X
f. Alteration of the direction or rate
of flow.of ground.waters?
g. Change in"the-quantity of ground
waters, either through direct additions
or withdrawals, or through interception
of an aquifer by cuts or excavations?
h. Deteriora . tion in ground water quality,
either through direct injection, or through
-the seepage of leachate, phosphates, deter-
gents, waterborne virus or bacteria, or
other substances into the ground waters?
X
i. Reduction� in the amount of water
otherwise available for public water
supplies?
X
Explanation: The small amount of. -property used
will have a biiiidin7 constructed
-on it and wator from. the roof of the biil I ding -.,Till
hf--� run into
stori�i se,;iers.
4. Flora. Will the proposal result in:
a. Change in the diversity of species,
or numbers of any species of flora (in-
clu,ding trees, shrub's, grass, crops,
microflora and aquatic plants)? X
b. Reduction of the numbers of any
unique, rare or endangered species
of flora? X
c. Introduction of new species of
flora into an area, or in a barrier
to the normal replenishment of exist-
ing species? X
d. Recution in acreage of any agri-
cultural�crop? X
Explanation� Substantia.11y all of said strip �.,rill Tnm�iin in prsnnt.'co��
and be used solely for set bacic Purposes-
-3-
5. Fauna WIll the proposal r* M4 B E
a. . Changes in the esult in: YES NO
diVersity.of
or numbers of any species species,
Of fauna (bi.rds
land animals including reptiles, fish and'
shellfish, benthic organisms, insects or
M1 crofauna )?
Reduction of the numbers of any
unique, rare or endangered species
Of fauna?
C. Introduction of new species of
fauna inLo an area , or result in a
ba ' rrier to the -migration or movement'
of fauna?,
d. Deterioration to existing fish or
wildlife h-ab'itat?
Explanation:
pl�ope,-ty is
nOt n 0 w n or -.4ill be
6. Nois
;e I �th e � �ro 'o s �al
--- Wil
e Will the'proPosal increase
i r. .
s �on _ _,
.. t
�7xlsstijng noise levels?
Expl . anation:—�'11 act'vities 'Vill be cOrIfLn ed
------------
7. L_1 ht and Glage. Will the proposal
p r_��
0 uce
new i cl
ro uce new ight or 91-are?
Explanation:
aoz�i t d
�or LL.f-fhti
jrL11 be added t
on, a d
8-�,--'Land Use. Will the Propdsa . I result
Tn--the a1teration of the present or
planned land use of an area?
Explanation: Extend tile buS:Lne,9,-:,- -.A—
back .0 f'eet. —11 s �20 -f �ad n "7
9. Natural Resources. Will the proposal
res,7ut
a. Increase' i'n the rate of use of any
natural reso
urte?,
b%'. " i I .
Depletion of a�ny-nonrqrnewable
natural resource?
Explanation:, IVA
— ---------
YES MAYBE NO
10. Ris'k of Upset. Does the proposal involve
a risk of an explosion or release of hazard-
ous substances (including, but not limited
to, oil, pesticides, chemicals or radiation)
in the event of an accident or upset condi-
tions? X
Explanation:. N/A
11. Population. Will the propos'al alter the
I—ocation, distribution, density, or growth
rate of the human population of an.area? X
Explanati . on:
12. Housing. Will the proposal affect existing
using, or create a demand for additional
housing?
X
Explanation:
1.3. Transportation/Circulation. Will the pro-
posal result in:
a. Generation of additional vehicular
movement?
X
b. Effects on existing parking facili-
ties, or demand for new parking? X
C. Impact upon �xisting transportation
systems?
X
d. Alterations to present patterns.of
circulation or movement of people and./or
goods?
X
e. Alterations to waterborne, rail or
air traffic?
X
f. Increase in traffic hazards to motor
vehicles, bicyclists or pedestrians?
Explanation: 1AII create, need -for ndditional nn qiii4
_UtiUzing proposed store,
-5-
Owl
MAYBE NO
.14. Public Services. Will the proposal have
.an effect upon, or result in a need for
new or altered governmental services in
any of the following'areas:
a. Fire protection?
b. Police protection? X
X
c..Schools?
d. Parks or other recreational
facilitie�s?
e. Maintenance of public facilities,
including roads?
f. O"ther governm e'nta.1 services?
Explanation:, Shoii1d not create any needs' fo--
oresently' re-guireed fo ('xb-stinf,, sey7rir,
"I A"LL.L-(VU -Lor
15. Ener .. Will the pro-posal result in:
a. Use of substantial amounts of fuel -
or energy?
b. Demand upon exi'sting sources of X
energy, or require the development
of new Sources of energy?
Explanation: Pro-,)osed bu-ildi
an d ,Tiay requir e small -aojLrjt o.j,
I—Lu Small a, added
----------
16. Utilities. Will the Proposal result in
a neeT —for.new systems or alterations to
t.he following.utilities:
Power or.natural gas?
.b. Communications systems.?
C. Water?
X
d. Sewer or septic tanks'?
e. Storm water.drainage?
f- Sol ' id waste and disposal?
X
Explanation: Added need for addit-i.onal 11ti
-6-
17. Human Health. Will the.proposal result
in the creation of any health,hazard or
potential health hazard (excluding
mental health)?
Explanation:
18. Aesthetics. Will the proposal result
in the obstruction of any scenic vista
or view open to the public, or will the
proposal result in the creation of an
aesthetically offensive site open to
public view?
Explanation:
19. Recreation. Will the proposal result
in an impact upon the quality.or quan-
tity of'existing recreational oppor-
tunities?
Explanation:
YES MAYBE NO
X
X
- X
...20. Archeological/Historic6l. Will the
proposal result in an alteration -of
a significant archeological or his-
torical site, structure, object or
building? X
Explanation:*
C. SIGNATURE
I, the.undersigned, state that to the best of my knowledge the above information is
true.and complete. It is understood that the lead agency may withdraw any declaratior
.or non -significance that it might issue in reliance upon this checklist should there
.be any willful misrepresentation or willful lack of full disclosure on my part.
TDIE jo L C,�.
PROPONENT: BY: L�4��
Vice -President
M
_.�A -77 le t-�Oq q
4 ED40
Al.
CITY OF EDMONDS
�t
ENVIRONMENTAL CHECKLIST
RECEOVED [OZ
JUL 2 9 2QQ2 om mm"
DEVELOPMENT SERVICES CTR 6iRtti NU:
Purpose of Checklist. CITY OF EDMONDS
The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental
impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with
probable significant adverse impacts on the quality of the environinent. The purpose of this checklist is to provide information to help
you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to
help the agency decide whether an EIS is required.
Instructionsfor Applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this
checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise information known, or give the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer
the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if
a question does not apply to your proposal, write "do not know" or does not apply". Complete answers to the questions now may
avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if
you can. If you have problems, the governmental agencies can assist you. e
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of
land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you
submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there
may be significant adverse impact.
NOTE: Projects generating new traffic will be required to submit a Traffic Study prepared by a licensed Professional Civil Engineer.
Specific requirements for the Traffic Study may vary depending upon the project, and will be provided by the City Engineer upon
request. Please contact the Engineering Division at 425-771-3202 for specific study requirements. City review of the Traffic Study
may require assessment of the "Development Project Peer Review" fee of $45 plus the cost of the review.
Use of checklistfor nonproject proposals:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete
the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as
"proposer," and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable:
') lFoo Z M AV7-1
2. Name of applicant: —7\ Y\A e (ZD CU
3. Address and phone number of applicant and contact person:
0SOX 2-L444W7. -<JE:7A—T—T\_e,
-2-u u> - --,7 a c:;- Z4 0 0
"%\c> V4 :�� r. ktl C� A CAO
Page I of 24
scpa checkfist - public.doc:8.30.2001
4. Date checklist prepared:
callqloz
5. Agency requesting checklist: City of Edmonds
6. Proposed timing or schedule (including phasing, if applicable):
-s s ooAj As ft-icmmj-rs� Aaae kioPguvec�
9-/0 WolzicitiLr bAq& --rocukj4jocc-T
(STAFF COMMENTS)
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
KLO
(STAFF COMMENTS)
8. List any environmental information you know about that has been prepared, or will be prepared, directly related
to this proposal.
--vo S�78-15 DiaP�- o-ir Cg�L-rj6�-(
(STAFF
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
Wo—
(STAFF COMMENTS)
Page 2 of 24
sqa checklist - pubbc.doc:9.30.2001
10. List any government approvals or permits that will be needed for your proposal, if known.
11.
(STAFF COMMENTS)
Give brief, complete description of your proposal, including the proposed uses and size of the project and site.
There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You
do not need to repeat those answers on this page.
-0 e, V-KU k,, r- �k i� 9-*-- YVX ON11-C TF� S—r t Nk-s !ge V—V e 17 r-�
AQ
(STAFF COMMENTS)
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, including a street address, if any, and section, township,'-&n&rafige, if known. If a proposal
would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan,
vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the
agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related
to this checklist.
J4(AJ'V. U7D^4oA/ A
*7 14wy, 99
(STAFF COMMENTS)
Pagc 3 of 24
scpa checklisi - pubhc.d�:8.30.2001
0 0 1 ,
TO BE COMPLETED BY APPLICANT
B. ENVIRONMENTAL ELEMENTS
1. Earth
2. General description of the site (circle one): Flat rolling, hilly, steep slopes, mountainous, other:
wes—i -
Lb�:j V,3k—T\-k VNA \ ,,S 0 �k-
(STAFF COMMENTS)
b. What is the steepest slope on the site (approximate percent slope)?
4S 0/0 - LA&a) Sc-A-A=o AiZe-A
(STAFF COMMENTS)
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
umlsoovvo A-7 --rL-bs --r/me
(STAFF COMMENTS)
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
— �j 0
(STAFF COMMENTS)
Page 4 of 24
sepa checklist - public.doc:8.30.2001
0 9
e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source
of fill.
KT�-TIEEXL Ar\.- c:>T-- 1,k - U- . S-TQV-NL-.e- --rAW " , iE�K' C- MJ k-TLI-0 AR-C-A
vou- Se SActL�=i%-t-m-,D w rTA C-oMPA�r---Tign 2)ttH%wm.0 f %�-t
')c. k4r.*DU 6-4- 1"S �k �Vk
(STAFF COMMENTS)
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
I,YQ
(STAFF COMMENTS)
g. About what percent of the site will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)?
ZZ
(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
(STAFF COMMENTS)
2. AIR
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and
industrial wood smoke) during construction and when the project is completed? If any, generally describe
and give approximate quantities if known.
amtse.L013 & u'J v'-� �L� '0" C—Cem
LAS 'Pt-Awyo -tQL-:,
V'-A \ P--� A,—TF--M
(STAFF COMMENTS)
Page 5 of 24
sepa checkfia - pubfic.doc:8.30.2001
b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe.
- N-b .
(STAFF COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
(STAFF COMMENTS)
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
0
(STAFF COMMENTS)
(2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If
yes, please describe and attach available plans.
(STAFF COMMENTS
(3) Estimate the amount of fill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill
material.
S,
(STAFF COMMENTS)
Page 6 of 24
sepa checkU9 - pubbc.doc:8.30.2001
L-1
9
(4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quantities if known.
�3 0
(STAFF COMMENTS)
(5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
(STAFF COMMENTS)
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
N -0
(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water be discharged to ground water? Give general
description, purpose, and approximate quantities if known.
9 0
(STAFF COMMENTS)
Page 7 of 24
scpa chccklist - public.doc:8.30.2001
(2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if
any (for example: Domestic sewage; industrial, containing the following chen-dcals ... ; agricultural;
etc.). Describe the general size of the system, the number of such systems, the number of houses to be
served (if applicable), or the number of animals or humans the system(s) are expected to serve.
(STAFF COMMENTS)
C. Water Runoff (including storm water):
(1) ..Describe the source of runoff (including storm water) and method of collection and disposal, if anv
(include quantities, if known). Where will this water flow? Will this water flow into other waters?
If so, describe.
YL"%, k "-� S. kvx�) L-0—V "10
U V4 N C- k.� N-Te-C &-7 Qn'r-k
(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so, generally describe.
t"11 0
(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
.\�rm �F- "---J1wYL V*<j-Z.9LkQ k-k c--X-(CV1,
(STAFF COMMENTS)
Page 8 of 24
sepa ct=kfist - pubfic.doc:8.30.2001
0
4. Plants
2. Check or circle types of vegetation found on the site:
_�K deciduous tree: alder, maple, aspen, other: k—N N -ts S C- A%0 I '-j C.
evergreen tree: fir, cedar, pine, other:
shrubs ktit -Sc-" %. tJ-C=
— grass _
— pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, milfbil, other:
other types of vegetation:
(STAFF COMMENTS)
b. What kind and amount of vegetation will be removed or altered?
e
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the site.
(STAFF COMMENTS)
Page 9 of 24
scpa checklist - public.doc:8.30.2001
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site,
if any:
C� 4=
_j
(STAFF COMMENTS)
5. Animals
a. Check or circle any birds and animals that have been observed on or near the site or are known to be on or
near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b. List any threatened or endangered species known to be on or near the site.
�� 0 t4e
(STAFF COMMENTS)
C. Is the site part of a migration route? If so, explain.
(STAFF COMMENTS)
Page 10 of 24
sepa checklisi - public.doc:8.30.2001
0
d. Proposed measures to preserve or enhance wildlife, if any:
`1bc)e,& AVPLNc
(STAFF COMMENTS)
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, s olar) will be used to meet the completed
project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
I:) o t—=-, & �A c—r tbt-PPL->-(
MX k S-71 L Qk= C-x-TN %-- I—T Y t24E Yvi A\ rl
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
C) fo, cj--r LN
(STAFF COMMENTS)
C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
c) e s�. m u—r
(STAFF COMMENTS)
Page I I of 24
sqm checklist - public.doc:8.30.2001
0
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe.
t-jox')�MAO- ALLAV-0< IR-eUk-11EQ --CO It-e-M00A.I.,
0 t= s-A, " � S-.Tu P—kic=te ---T-Awk�-s
(STAFF COMMENTS)
(1). Describe special emergency services that might be required.
IFA Q_-e I (=_— tIA-1—
(2)
b. Noise
(1)
(STAFF COMMENTS)
Proposed measures to reduce or control environmental health hazards, if any:
(STAFF COMMENTS)
What types of noise exist in the area which may affect your project (for example: traffic, equipment,
operation, other)?
Q 0-e
(STAFF COMMENTS)
Page 12 of 24
sep checklist - public,doc:8.30.2001
0 0
(2) What types and levels of noise would be created -by or associated with the project on a short-term or
a long-term basis (for example: traffic, construction, operation, other)? Indicate what hour's noise
would come from the site.
'4�koV:--t —C&,iLm - Va oLyNnAx..,
WOV,- e L_A--Ve,,a - --r-0 A-,E! Nsi
T_—_)CC_kSJk_Tk"_=
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
�4 (3 oc
(STAFF COMMENTS)
8. Land and Shoreline Use
2. What is the current use of the site and adjacent properties?
(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
(STAFF COMMENTS)
Pagc 13 of 24
Sep chmUst - publicADc:8.30.2001
0
C. Describe an 7 structures on the site.
CO 0 )C L4 C) " U-) 0 0 C� -e %�kA I
'2q'Y'lv' S-7e-eL- c-At-joPll 0VeR- &M [CLAfin
(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
"Z4/ XS Y ( S—re eL- c Atv o P V
(STAFF COMMENTS)
e. What is the current zoning classification of the site?
(STAFF COMMENTS)
L What is the current comprehensive plan designation of the site?
(STAFF COMMENTS) S-9 1.4
g. If applicable, what is the current shoreline master plan designation of the site?
(STAFF COMMENTS)_
Page 14 of 24
sepa chmkitst - public.doc 8.30.2001
0 9
h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
k.
(STAFF COMMENTS)
Approximately how many people would reside or work in the completed project?
(STAFF COMMENTS)
Approximately how many people would the completed project displace?
(STAFF COMMENTS)
Proposed measures to avoid or reduce displacement impacts, if any:
�--) to e, C.— �,i 0—� -r&%�% e U,\(
(STAFF COMMENTS)
Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
(STAFF COMMENTS)
Page 15 of 24
scpa dxxklist - pubfic.doc:9.30.2001
9. Housing
2. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income
housing.
k_-3 s' W (JT A04 r o'(
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
c > e S: t4 0 - - T 1kPVL_Y
(STAFF COMMENTS)
10. Aesthetics
2. What is the tallest height of any proposed structure(s), not including antennas; what is the principle
exterior building material(s) proposed?
to & �4 0--r PO)PLx
U L UP G- —7-,0 V_e_ --t^ Ac I t...)
(STAFF COMMENTS)
Page 16 of 24
sepa checklist - public.doc:8.30.2001
0
b. What views in the immediate vicinity would be altered or obstructed?
�� a t-A e
(STAFF COMMENTS)
C. Proposed measures to reduce or control aesthetic impacts, if any:
C) 0—C k—P'PL.�f
(STAFF COMMENTS)
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
RNe,'QL4Q-rK(30 (!)V-' <&kA"V-e
\SuAy-i-Q CAQO'P\tc
Vvtw eAQ
(STAFF COMMENTS)
b. Could light or glare from the finished project be a safety hazard or interfere with views?
N Z
(STAFF COMMENTS)
C. What existing off -site sources of light or glare may affect your proposal?.
(STAFF COMMENTS)
Page 17 of 24
sepa chcckfist - public.dDc:8.30.2001
d. Proposed measures to reduce or control light and glare impacts, if any:
(STAFF COMMENTS)
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
V-4-0
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If so, describe.
�-4 0 w
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
(STAFF COMMENTS)
Page 18 of 24
scpa checklist - public.doc:8.30.2001
0
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed,for, national, state, or local preservation registers
known to be on or next to the site? If so, generally describe.
t--� iz�
(STAFF COMMENTS)
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance
known to be on or next to the site.
V--Yo
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts, if any:
- '0 C) 9. S. W (---)—r &V o L-N(
(STAFF COMMENTS)
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if any.
CACA. 2-1Z L1 ST . 19� VQ
(STAFF COMMENTS)
Page 19 of 24
sepa checklist - public.dDc:8.30.2001
0 0
b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
stop?
\-0 Q�
C.
d.
(STAFF COMMENTS)
How many parking spaces would the completed project have? How many would the project eliminate?
(STAFF COMMENTS) Ce KIPXQ-40
Will the proposal require any new roads, streets, or improvements to existing roads or streets, not including
driveways? If so, generally describe (indicate whether public or private).
(STAFF COMMENTS)
Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
(STAFF COMMENTS)
Page 20 of 24
sepa checklist - public.doc:8.30.2001
0 0
f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur.
7M N VY-qS- CQ 0 K-1 W. \A
1=
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if any:
. VI-111)
(STAFF COMMENTS)
15. Public Services
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
(STAFF COMMENTS)
b. Proposed measures to reduce or control direct impacts on public services, if any:
L-ol
AXANN
(STAFF COMMENTS)
Page 21 of 24
sep checklist - public.doc:8.30.2001
is
16. Utilities
a. C�mLe utilities currently available at the site: lj�ecDtricity natural gas, eler
(sanitar-y-'s-e-w--eh septic system, other:
(STAFF COMMENTS)
b. Describe the utilities that are proposed for the project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
1�-) a 40 &. I) c;- —( A-�'
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature of Proponent
'S-ov'c�-'A '9k%AtA-rwq
— (,=, � vc��\ , -I—
Date Submitted
Page 22 of 24
wp chocklisi - public.doc:9.30.2001
D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS
(do not use this sheetforproject actions)
Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the
environment.
When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal,
would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in
general terms.
1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of
toxic or hazardous substances; or production of noise?
v-.\c..)—r AqsPPC-(
Proposal measures to avoid or reduce such increases are:
s %ta c..)--r Aerov- PO4
2. How would the proposal be likely to affect plants, animals, fish, or marine life?
b(:)c. < A-p
�,4,-57 r Vy If Of
Proposed measures to protect or conserve plants, animals, fish, or marine life are:
3. How would the proposal be likely to deplete energy or natural resources?
w-c)-T AeD PLX
Proposed measures to protect or conserve energy and natural resources are:
o-T A-QPLI(
Page 23 of 24
scpa checklist - public.doc:8.30.2001
4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or
under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered
species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands?
('0042—S �-a C51 M f L.N(
Proposed measures to protect such resources or to avoid or reduce impacts are:
rN)
5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land
or shoreline uses incompatible with existing plans?
tNcleg r"'CONv�-X
Proposed measures to avoid or reduce shoreline and land use impacts are:
6. How would the proposal be likely to increase demands on transportation or public services and utilities?
1--.1 o- N C
Proposed measures to reduce or respond to such demand(s) are:
NSD t-A 'e
7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the
protection of the environment.
0
Page 24 of 24
scpa checklist - public.doc:9.30.2001
Cu
1? io
T-
WALKWAY
w
rn
U)
w
w
Fz
Maximurn 1:48 slope In any
direction for parking stall and
access aisle
8'-0"
13'-0"
E
3
E
8'-0"
CD
BARRIER FREE
PARKING SIGN.
BARRIER FREE
PARKING STALL
WAC 1107
_0
9
CITY OF EDMONDS-
APPLICATION
to the
ARCHITECTURAL DESIGN BOARD
DATE g- lq-,? / ILE #
SITE PLAN
BUILDING PLANS (3): ELEVATIONS
LANDSCAPE.PLAN
ENVIRONMENTAL DATA RECEIPT #
SIGN EXHIBITS FEE RECPT #
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATE
OWNER/REPRESENTATIVE Time Oil Co. 285-2400
ADDRESS P.O. Box 24447 Terminal Annex Seattle ZIP CODE 98124
ARCHITECT/DESIGNER -John Sandhop PHONE 285-2400
PROPERTY ADDRESS 22324 Hwv. 499 ZONING CG
LEGAL DESCRIPTION ATTACHED ATTACHED TO A. Legal Description
B. Sign Copy & Photo
C. Light Specifications
PLANS SUBMITTED FOR.APPROVAL:
Building Plans Preliminary Final
Site Plan X Landscape Plan x Elevations x
2. Sig n Elevations Site Plan- x Landscape Plan VC
3..Modification of previous approval
A
EXISTING USE OF PROPERTy Gasoline service station
DESCRIPTION OF PROPOSAL Installation of a new convenienc store & gasoline service
'&pump island to be remolve'd)
station- (existing service station building
'1981
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT
ESTIYIATED TIME FOR COMPLETION OF WORK 30
RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs.and,assigns, n
consideration for the City -processing the application agrees to release, -'indemnify, defen.d,and
hold the City of Edmonds liarmless from any and all damages and/or claims for damages,
includin,g reasonable attorneys; fees, arising from any action or inaction of,.the City whene.v.
such action or inaction is based in whole or in part upon false, misleading or.incomplete
information furnished by the applicant,.his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its er-: ,
mission for public officials and the staff of the City of Edmonds to enter the subject
property for the purpose of inspection and posting attendant to this application.
y4t
.7
ir
-;05
CITY OF EDMONDS
FEE: $100.00 for major
projects, (more than ARCHITECTURAL DESIGN BOARD
4,000 square feet,or
more than four units. APPLICATION
For application to the Architectural Design Board, the follo%4ing items =ust be subnitted:
(1) Completed application form; including property owners within 80 feet, for major proJects.
(2) Exhibits':
Three (3) prints of all preliminary and/or f inal drawings to scale. A ny modifi--
cations to approved plans must also be submitted. The applicant or representative
should contact the Planning Division (775-2525) for consultation as to which of
the following items shall be required in connection with the application. All of
the required information must be submitted prior to ADB review. Check below which
of the items have been submitted.
(a) PLOT PLAN
X' 1. All property lines.
X- 2. Setback lines.
.3..All structures, existing and proposed, to be indicated in scale.
X� Existing trees, size, location, and type, including the existin-l---grade at base.
X 5.. Driveways and off street parking, including curbing, surfacing material, stall
size, aisle widths, and traffic direction.
X 6. Screening of all exterior trash enclosures, loading areas, etc.
7. Public improvements, including streets, curbs, gutters, street lighting and
sidewalks.
X 8. Existing contours, proposed contours, and a drainage plan.
11;'(b) BUILDING ELEVATIONS
1. All elevations.pertinent to application.
2. Type and color of exterior materials.
3. Height.
-based mechani
4. Screening of roof cal equipment
LANDSCAPE PLAN
X
l.. Type and location of existing and proposed shrubs and trees.
X 2. Initial size of all plant material (by height).
3. Fencing, including height, location, and stylet(use of materia
4. s�id
re ent�ial).
(d) SIGNINC
e,'
X 1. Siz shape,'*and exact location of a 1 existing and proposed signs (interior
and exterior).
X 2. Colored skefch of all proposed signs.
X
3. Materials (;�ood, plastic, metal, etc.
A
X 4. Type of illumination.
X 5. Cross-section of entire parcel illustrating any proposed free-standing sign in
roper relation to the structure it is designed to se
P
rve.
6. Plot plan plus structures (see a3).
LIGHTING PLAN
X 1. Lot lighting, including location of fixtures, 'Style of fixtures, ntens'i
Of light.
V. 0"'6
X*
2. An 'illumin ing.locat f ixtu'res,
y structurie ation,.knciu.d ion of' f ix'tuires, -'styl
and intensity 'o f light. 9"
224th St. S.W. & Highway 99
Edmonds, Washington
Legal Description:
All that portion of the NW 1/4 of the SW 1/4 of Section 29,.Township 27 N.
Range 4 E. W.M., described as follows: Beginning 30 feet North and 30 feet
East of the Southwest corner of the Northwest quarter of the Southwest
quarter of Section 29, Township 27 North, Range 4 East, VJJI.: thence East
along the North line of 224th St. S.W. 121.87 feet; to the true point of
beginning; thence North 100-56'-07" East 71.06 feet; thence North 250-44'-00"
East 154.20 feet; thence South 890-05'-58" East 20 feet; thence So uth 530-
25'-09" East 101.43 feet to the Westerly line of State Road No. 1; thence
South 250-44' West 166.14 feet along Westerly line of State Road No. 1;
thence North 890-05'-39" West 109.75 feet along County Road to point of
beginning.
Situated in the County of Snohomish, State of Washington.
tA
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Fo f- A.'a c k NO
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low
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A5.
ox lu. !Mj
capd
PRODUCT FEATURES
Luminaire—Three piece welded aluminum housing with
rolled edges. Extruded aluminum lens frame has riveted
mitered corners with stainless steel back-up plates. Lens
frame has concealed hinges and three 1/4-20 stainless steel
captive fasteners to secure to luminaire. Neoprene rubber
gasketing seals lens frame and luminaire. Lens is high trans-
mission rated (60%), UV resistant white acrylic with tent
Cshape for rigidity. Inside luminaire a hinged aluminum
reflector holds socket and socket support which is also a
wiring channel. Two 1/4-20 stainless steel captive fasteners
secure reflector plate to luminaire. Welded -in -place bolts in
top of luminaire fit hole pattern on bracket plate for easy
attachment to bracket without opening luminaire.
Lampholder—Enclosed glazed porcelain socket with spring -
loaded, nickel -plated center contact and reinforced lamp
grip screw shell.
Luminaire Mounting Arm-3" x 3" square steel arms avail-
able in standard 36" and optional 60" length for single or
twin mounting. Easy field assembly of arm to luminaire and
pole with four (4) 3/8" machine bolts (furnished with
bracket).
Pole-5" x 5" square steel pole with tapped holes for easy
attachment of mounting arm. Complete with anchor bolts,
bolt cover, handhole and template. 12', 14' and 16' poles
are one piece. 18' is two piece sectional pole. Removable
top cap for assembly and wiring access.
Integral Ballast —Starting rated to -200F. Ballasts for mer-
cury vapor lamps are regulated constant wattage autotrans-
former type. Ballasts for metal halide lamps are regulated
lead peaked circuit. Ballast for high pressure sodium lamps
are regulated type using an electronic starter.
Finish—Luminaire is finished in baked -on alkydmelamine
paint and is available in Tahitian Bronze, Mist Green or
Velvet Black finish. Paint finishes are guaranteed for five
years. Pole and arms are furnished standard with red oxide
primer, but available in choice of luminaire colors on special
order.
Lamps —Available with 400 or 1000 watt deluxe white mer-
cury vapor, metal halide or HPS lamps.
'1�
FRONI
REAR
Jis report has been prepared in accordance with I ES guides on testing procedures. It is representative of I uminaires tested under standardized
and stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field performance.
LuMINAIRE SERIES 39042-20 5 LUMINAIRESERIES 39042-403
LAMP 1 OOOW Mercury DX LAMP 100OW Clear Metal Halide
RATED LUMENS 60,000 RATED LUMENS 95,000
NONE
I
m
as
E
MINIM
MIN
I
11ME
WE
IIIII
rml
N&IMMEN
I
MmMmANNEIN
M=rAME
RATIO -'DISTANCE " J 4 b
MOUNTING HEIGHT
ORDERING SELECTION LUMINAIRES
'G�
FRONT
REAR
qrclnw�
No
SW,nm
�A
HIPANAFAMWEE
NOWNFEREMINIIII
SNEVANNAMN
womp'FREMENIIIIII
0 1 DISTANCEZ J 4
RATI - MOUNTING HEIGHT
Watts
Description
Wt./Lbs.
Without Ribs
I Order Number
With Ribs
Order Number
MERCURY VAPOR
40OW Luminaire
83
39042-106
39042-130
1000W Luminaire
93
39042-205
39042-239
METAL HALIDE
40OW Luminaire
87
39042-304
39042-338
1000W Luminaire
96
39042-403
39042-437
HIGH PRESSURE SODIUM
40OW Luminaire
102
39042-502
39042-536
1000W Luminaire
119
39042-601
39042-635
Note: Specify ballast -voltage and color choice-1 20, 208, 240, 277 or 480 volts; Velvet
Black (VB), Tahitian Bronze (TB), or Mist Green (MG).
OPTIONS
36" Bracket Arm 27
43009-01 8
Decorative Stub Arm - Order As Required* 6 43010-01 6
*One required for Single, (2) for Twin 900 mounting, not required for Twin 1800 mounting.
ORDERING SELECTION POLES
Description
I Order Number
Ht. Material Wt./Lbs.
I Single or Twin 18001
12' 5" Sq. 11 Ga. x 15" 153
41130-139 41130-196
14' 5" Sq. 11 Ga. x 15" 169
41130-154 41130-21 2
16' 5" Sq. 11 Ga. x 15" 185
41130-170 41130-238
18, 5" Sq. 11 Ga. 1 " x 36" 163
41132-309 N.A. -
18' 5" Sq. 7 Ga. 1" x 36" 232
N.A. 41136-441
OPTIONAL RIBS
Accenting Ribs give a
Mediterranean look to
the Capri with 3 ribs on
each side welded to
housing.
POLE SPECIFICATIONS
Decorative —Top Cap
Stub Arm 7�)
5" Sq. Pole
One 12'
Section 14:
16 Stubbing Area
Two I
Section 18'
10%" Sq.
Handhole
Cover
D
8" 12'-16'
Base 12" 18'
Cover
CONSTRUCTION FEATURES
5" square 7 or 11 gauge steel pole. Pole has
removable top cover for wiring ease, and 1%"
x 5" handhole opening. Base plate has 11 " bolt
circle diameter on a square pattern with slotted
holes for adjustment. Pole is supplied complete
with anchor bolts, template, and aluminum base
cover. 12'-16' heights are supplied in one sec-
tion, 18' height supplied in two sections for
field assembly. Poles are supplied with red oxide
prime coat as standard. The poles are also avail-
able in Polycote@ finish.
LI
PRODUCT FEATURES
Housing —Lamp housing one piece aluminum with flow-thru
design for cool operation. Hinged for easy maintenance.
Optical Assembly—Hydroformed aluminum reflector. Sili-
cone rubber gasket between lens frame and housing. Clear,
tempered and heat -resistant glass lens.
Lampholder—Enclosed, glazed porcelain socket with spring -
loaded, nickel -plated center contact and nickel -plated rein-
forced lamp grip mogul screw shell.
Ballast/Socket—Assembly slides into 4" post. Stainless steel
exterior hardware and access cover in post allow for easy
wiring and maintenance.
Mounting —Base post is one piece.4" square extruded alum-
inum. Supplied with 7" bolt circle on a pre -assembled pre-
set anchoring system, 1/2" anchor bolts and cast aluminum
base and base cover.
Finish—Luminaire and post have black baked -on alkydmela-
mine finish. Whiteway's baked -on finish is guaranteed for
five years.
—Furnished with a 100, 175 or 250 watt phosphor
Lamp
coated mercury vapor or 150 watt HIPS lamp.
... . . . . . . .
(gm� eom� 0. Atat dim (EG 11� dl�Gmo MDSR).
Q9 @Eu� aba
db@M'9iY0 ORAa ke!15�6 (—LW RdDRDUM� (b Q M@ G�3a.
63 CM d4d@V,16 MD UMG� W& W
hubft 03 ffnaURW 9W (� MM @@3
020wm
UU, @0 @m3
emmmu (b ftumag Eta 9ft (W go oDsa'
This report has been prepared in accordance with I ES guides on testing procedures. It is representative of I urninaires tested under standardized
and stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field performance.
Isofootcandle Curves (Horizontal)
Light Source--Wercury Vapor (Phosphor Coated Lamp)
3' Mounting Height
27
24
21
18
15
12
9
6
3
0
3
R
175 Watt
DA175
(H39 DX Lamp)
20
.5
1815129630369121
ORDERING SELECTION
Description
Watts I Assembly T —Wt./Lbs.
MERCURY VAPOR
250 Watt
DA250
(H37 DX Lamp)
27
24
21
18
15
12
9
6
3
0
3
27
24
21
18
15
12
9
6
3
0
3
15129630369121518
ANCHOR SYSTEM
Order Number
Flat Lens I Drop L.S�
amp
100W Luminaire w/Mounting Post & Anchoring System 27 39080-10 6 39080-12 2
175W Luminaire w/Mounting Post & Anchoring System 29 39080-20 5 39080-22 1
250W Luminaire w/Mounting Post & Anchoring System 32 39080-30 4 39080-32 0
Note: Specify ballast voltage-120 or 240 volts.
HIGH PRESSURE SODIUM —SEE INTRO. PAGE 8 OF PRICE BOOK
-7
6"
Pre-set anchor
system supplied
with four (4)
1/2"-13 x 1 %"
hex head bolts
with washers
and combination
template/position
plate.
Stub Area 3%"
Base detail
5/8" slots on a
diamond pattern,
7" dia. bolt circle.
4-
Ile- iral
I 71'1�jarqds/Rov'
PRODUCTFEATURES
Luminaire—One piece welded aluminum housing. Com-
pletely waterproof. The extruded aluminum refractor frame
is mitered and sealed with adhesive to the refractor. Re-
fractor frame is hinged to luminaire with concealed alumi-
num hinges and locked with stainless steel % turn fasteners.
Neoprene gasketing seals housing and refractor. Neoprene
backed stainless steel washers assure a waterproof seal
between luminaire and canopy.
Lampholder—Enclosed, glazed porcelain socket with spring -
loaded, nickel -plated center contact and lamp grip mogul
screw shell.
Integral Ballast —Starting rated to -20OF; mercury vapor and
metal halide lamp ballasts are constant wattage autotrans-
former type.
Finish —White, baked -on alkydmelamine. All finished sur-
faces are clegreased, deoxiclized and etched before finishing.
Whiteway's finish is guaranteed for 5 years.
Lamps —Furnished with a single lamp; 250 or 400 watt
deluxe mercury vapor or 400 watt metal halide and high
pressure sodium lamp.
Marquis —Flat Prismatic Glass.
Riviera-2" Drop Symmetrical Clear Acrylic.
This report has been prepared in accordance with IES guides on testing procedures. It is representative of luminaires tested under standardized
and stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field performance.
'LUMINA IRE SERIES 39059-18 3 (Flat Glass) LUMINAIRE SERIES 39059-22 5 (Drop Symmetric Refractor)
LAMP 40OW Clear Metal Halide - LAMP 40OW Clear Metal Halide
RATED LUMENS 32,000 RATED LUMENS 32,000
2
FRONT
0
REAR
2
3
MEN
MEN
ME
EMEN
NONE
MEMM
0
No
F)IIIJIMM
No
MON
0
EMMIN
mom
MMOMMEM
MENEEMENEM
1�
FRONT
REAR
IN
0
MEMO
Mom
Mimi
:11M
MEME
EMME111111
APAMEME
MEME111111
..5,005MEMOMM
MMEMEMEN0111111
RATIO ' 1DISTANCE 2 3 4 5 RATIO IDISTANCE 2 3
MOUNTING HEIGHT � MOUNTING HEIGHT
ORDERING SELECTION LUMINAIRES
IWatts IURweription Wt./Lbs. I OrdrNmbr]
MERCURY VAPOR
250W
Luminaire w/C73 Flat Glass
33
39059-027
25OW
Luminaire w/Acrylic Drop Symmetric Refractor
33
39059-068
40OW
Luminaire w/C73 Flat Glass
33
39059-100
40OW
Luminaire w/Acrylic Drop Symmetric Refractor
33
39059-142
METAL HALIDE
40OW
Luminaire w/C73 Flat Glass
39
39059-183
40OW
Luminaire w/Acrylic Drop Symmetric Refractor
39
39059-225
HIGH PRESSURE SODIUM
40OW
Luminaire w/C73 Flat Glass
55
39059-340
40OW
Luminaire w/Acrylic Drop Symmetric Refractor
55
39059-381
Note: Specify ballast voltage-11 20, 208, 240, 277 or 480
OPTIONS
Recess Kit 15 47045-01 8
Plaster Frame 6 47026-01 8
Pendant Mounting Kit 12 47090-01 4
For Quartz Auxiliary Lighting System 47089-01 6
AVAILABLE WITH QUARTZ AUXILIARY LIGHTING SYSTEM
ppppp,-
�0
4 b
Adaptor
I
'//,q Plaster
4
4
Approx. 1 24" Rough Opening, Trim Ring
Recessed
9
Pendant
S
12
14
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CITY OF EDMONDS
OviC C4##Tlh o IDWOkD$. W"HWGIOk 96M
SINGLE FA14ILY AULTIPLE COMEqCIAL
ENGINEERING A PUBLIC WORKS
PROJECT REVIEW
CHECK LIST
PROJECT KAPIE CONTACT NAME & TELEPHONE N"ER
ADDRESS
ACCESS SLOPE AND VEHICLE ACCESS
DRAINAGE PLAN
STREET FILE
LEGAL DESCRIPTION VERIFICATION
\QUIT CLAIM/DEDICATIONS
EASEMENT - PUBLIC/PRIVATE
CALCULATE SEWER CONNECTION IF NO LID f
km
f f
STREET PAVING REQUIRED 4y4z
CURB AND GUTTER REQUIRED tov . 11 /&m, t4�*,t
'd
v
SIDEWALK REQUIRED
CURB CUT FOR DRIVEWAY.REQUIRED
RIGH7-OF-WAY CONSTRUCTION PERMIT REQUIRED
BOND REQUIRED FOR PUBLIC IMPROVEMENTS
STREET NAME SIGN REQUIRED
OTHER SIGNING REQUIRED
(ADDITIONAL COWiENTS ON BACK)
'1 5- -
[XISTINC WATER MAIN SIZE i� T ,
WATER MAIN REQUIRED
SERVICE LINE REQUIPED
ul IIYDRAlfT SIZE EXIS71MG
HYDRANT REqUIRED PER FIRE CODE SIZE
--CROSS, CONNECTION 114SPECTION
WATER HUTER CHARGE REQUIRED
17
REVIEW BY c DATE ITIMAL COWENTS ON BACK
(AnO
w
SANITARY SEWER MING IllY.BER
SIDE SEWER AVAILABIL17Y
FILE NMBER
SANITARY SEWER CONNECTION FEE REQUIRED
OPEN DITCH EXISTIIIA t%l tj
REQUIRED
REQUIRED ��Q INPPRL)VIED
1124W
PL
CC
CULVERT
4, t�l
SIZE
CATCH BASIN REQUIRED
INDICATED ON SITE PLAN
z
SHOULDER DRAINAGE MAINTAIN
COLLECTIOtl ON SWALE OPEN
RU?lOFF
a)
MANHOLE REQUIRED
I I
INDICATED ON S17E
PLAN
Ir
0
SOIL CONDITI
MAT E R D CHECKED
kv
REVIEW BY
vu
VATE
(ADDITIONAL COMMENTS ON BACK)
CITY OF EDIVIOVS
CONSTRUCTION PERMIT APPLICATION
USE T
ZONE WB'ER
�96 e<7
q6q-1
JOB
ADDRESS 14
L�A_
ir
W
Z
3:
0
NAME (OR NAME OF BUSINESS)
--r/ #11 e. 0
LEGAL DESCRIPTION CHECKI
SUBDIVISION NO.
ffLINO.
MAILING ADDRESS
-L -7 3 7
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING — REQUIRED DEDICATION
CITY
S'e C.
TELEPHONE NUMBER
7- Z
PROPOSED
Z
LU
W
Z
Z
u0i
a:
NAME
/4, C_
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED EJ
STREET USE PERMIT REQUIRED El
ADDRESS
SEE ENGINEERING MEMO DATED
SEE PIW DEPT. REVIEW CHECK LIST DATED
CITY
FEEP—HONE NUMBER
.2- S
REMARKS
NAME
cc
ADDRESS
0
cc
METER SIZE
BUILDING SUPPLY SIZE ]FIXTURE
UNITS
CITY
TELEPHONE NUMBER
Z
0
U
REMARKS
STATE LICENSE NUMBER
CITY LICENSE NUMBER
SIGN AREA
ENV. REVIEW
ADS NO.
ALLOWED PROPOSED
COMPLETE EXEMPT
1Q0 —R1
SHORELINE #
Z
Legal Description of Property - Include all easements
(show below or attach four copies)
ki S
CL
X
VARIANCE OR CU
PLANNING REVIEW BY
DATE
Uj
Uj
_j
Z
Z
5
CL
YARDS
FRONT SIDE
TL0 T COVERAGE
REMARKS
[K] NEW El RESIDENTIAL PLUMBING
ADDIALTER FAI_ NON-RESIDENTIAL MECHANICAL
ElREPAIR El RETAINING WALL SIGN
CHECKED BY
TYPE OF CONSTRUCTION 1CODE
HEIGHT
EXCAVATE FENCE
DEMOLISH OR FILL L_x—FT)
PRE -MOVE INSPJ swim
COMPLIANCE INSP. POOL
SPECIAL INSPFCTOR
REQUIRED
AREA
OCCUPANCY
GROUP
OCCUPANT
LOAD
SIDE SEWER 1:1 WATER LINE E]
6
Z ui
EIYES i(INO
Z
REMARKS
NUMBER OF STOR, ES
UMBEROF
LLI
FDE ING
W
0
U U NITS
17
NATURE OF WORK TO BE DONE (A ACH PLOTPLAN)
co rt P I 60�1 C-#%
VALUATION
FEE
PLAN CHECK FEE
()0
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
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: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
u)
u2i
m
ir
<
x
a
_j
0
successors 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 Ni permit shall not be deemed to
modify,.waive or reduce any requirement of any city ordinance
nor I.imit in any way the City's ability to enforce any ordinance
provision."
AH
�1110,ca
a -C '017
h,
VDOVY
TOTAL AMOUNT DUE
I
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
ed thereby, no person will be employed In violation of the Labor ONLY THE
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED
- A It I NSPECTION
SIGNATURE (OWNQWR AGEN DATE SIGIIIED/e3 DEPARTMENT
114 1/ Is /;L/ CITY OF
This application Is not a permit until
signed by the Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged In space provided.
OFFICIAL'S SIGNATURE
THIS SITE IS LOCATED IN THE CITY EDMONDS
DATE
OF EDMONDS. LOCAL SALES TAX 775-2525
'TTENTION SHOULD BE CODED 31.04.
JNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
*,,,FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORAPR 3 0
IFICATE OF OCCUPANCY HAS BEEN GRANTED. UBQA� - . . AM
-ORIGINAL — File YELLOW — Inspector
C. _'R 3.
PINK — Owner GOLD — Assessor
P1�.g - Ea- WA - 775 "94
+103.5
+
new facade
64'-0"
I 0�
(511 07-1
00
Is acc. path o new facade
f travel
< 2% stall to walk
- — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — —
_lie
Q
a)
154.2'
4e
CN C100
existing screened trash C
enclosure RE, S2
co cc
new facade CW
CLZ
existing building CO
cm
LU
cc CC
If C '1:1C Icz
:.,.4: co
Grade at comers:
NE
100.00
SE
100.00
NW
103.5
sw
103.5
Ave. exist.
grade = 101.75
Max. Ht = 85—
Allowable ht +36.75,
of new work:
SE —123.50
NW 114.75
sw 114.75
Ave. new ht. =1 19. 125,
Hwy 99
APPROVED BY PLANNING
76'-0"
acc. path of travel
< 2% stall to walk
1 +100.001 CL
9
+100.00 datum
SE corner of exg. conc.
sidewalk
-------------------------------
166.2' RESUB
T-- JAN 2 3 2006
Work Location on Lot
Scale: 1" = 20 ft
Kero's Auto Brokers
22324 Hwy 99
PULDING DEPARTVIENT
CITY OF EDMONDS
STREET FILE
Al
230-87 Royal Blue
230-33 Red
230-87 Royal Blue
230-33 Red
230-57 CiLympic Blue
230-33 Red
CITY OF EDMONDS
BUILDING DEPARTMENT
f 0 R K
DDRIESS
WNER—
PPROVED DATE:
LDG. OFFICIAL - --
?7--fRDfflT HUMBER
—4� 2 —�' 144 �-- —
SCALE: 1/2" = V-0"
14 1 .
1/2"
If this does not measure correct, thed—ln
has been reduced or enlamlid hm . ginill ;� e.
Do not scale off of drawiniwithout coftdng size.
COPYRIGHT 2002 SHORELINE c
This 'a 9 r!ndorl.n.g of on orl,,nalcungublls'
Awning, 1. and .. h . Prot. Is u d.,
for your Personal use In connection with a K
Sigh & Awning, Inc. It [a not to be shown 1:6
o uwu, rotrouureo, Ope,.o or
or Mn"Icajons of mate 1. or
n. C 1. a see to pay 25% of i
ollne Slpni Awning, Inc 0 1
r 644
�K%Gt.' P—M�ftt?�Aut
Inc.
MMONAELIME
15mm30rna
Clear Red Neon
1500 w/current order
1750 at later date
#4
D BY PLANNING
Customer Name: Kero's
Address: Hwy Edmonds, WA
Date: 08/28102 Scale: as noted
Approved by:
RECOVED
FEB '23 2a'3
PERMIT COUNTER
#: Mick/Kero's
Date:
Date:
R 1=
LAECEWS-D
FEB 'L' 'U'
PERMIT rOUNTER
I
C-5
ca
<
Note: This site plan is submitted for obtaining
a retaining wall permit only. All dimensions and
distances to structures, etc. are from public
records and are to be assumed as
approximate.
APPROVED BY PLANNING
�7// 1 �/O&
, A�,
sales building and market
Zone C&I.- Comer Flag
ItLac—ks Amuire-d
Fmnt Actual
Sides
P-ear 0
Other
40
d
Project She
Parcel Description
Address: 22310 Hwy 99 Edmonds,WA 98020
Parcel No. 27042900306600
Description of Work
Retaining Wall
mnbMap .41,
Ito BMW
i5-Ainjil,
P504U41q&I
F1
0.
A J
> VNT LA, P7" a I" dist.
+ interval marks.
5) moMT&-%A�t ciz 501 L- ")
R �O (for wall height)
24"dbh 4
fence encroachment bL �1,j Apt. Bldg.
this parcel see hem
AF#9608095001 7' T 8 --t*A 8' 8' 8' 8-_ 1'8' 8' + 8.00'
N 0*44'00" W 125.00-
-V V
99__ rox toe 0
approx. toe o
embankment.
C� No change to
existi g ACP throughou
no barriers to passage for outdoor auto storage
t property line (no increase in parking)
S 0*36!41 " E 184.17-
185.33'
existing ACP throunhout
jurisdiction codes, regulations, a ordinances, and be done to
the highest standards of craftsmanship by journeymen in their SUBMIT ALL SPECIAL INSP for outdoor auto storage
respective trades.
3)reserved. REPORTS TO CITY BUILDING
4)Contractor shall maintain the job clear of trash and debris. All
waste material shal be rdmoved from the prior to substantial INSPECTOR ON A WEEKLY BASIS
completion and prior to final acceptance.
5)These documents do not include the peoessary components
for construction safety. Salety,.care of adjacent properties during
construction, shoring of excavated soil aft and compliance with
all regulations regarding safety shall be the contractors
responsibility.
8)Contractor shall carry Insurance such as, but not limited to, "all
risk" Insurance and other coverage as deemed necessary by the
owner.
7) No specifications book or project manual is associated with
this woric
S)reserved.
9) The Architect assumes no responsibility for the physical
characteristics of the soil or the accuracy of engineering services
supplied by.others.
10) Do not scale drawings. Contractor or his sub -contractors
shall report any discrepancies, or requests for clarifications, In
writing to the architect
11) This document has been prepared for Permit Application and
Is subject to review and modifications by governmental agencies.
12) reserved.
General Notes
I)Contractor shall verify all dimensions, elevations and
conditions pertaining to the work at the site before proosding with
the work, and shall report any discrepancies In writing to the
architect.
2)AJI work shall conform to all state, federal, city and/or county of
PARKING SPACES REUD , /Vo "Wjet
PARKING SPACES PROPOSED. i#r
BARRIER FREE PARKING SPACES:. AJ
<S.
11,00" e '01
7S,
1414,
.;e 99
Work Location on Lot z
Scale: 1 " = 30-ft
I%
+1.001
Fea h
+ 6.00'
landscapin Cc
CL Co
0
+ 4.00' 6
existing buildings
'A' 113' 0)
cc
12'
rA
proposed
retaining wall
cOV-W4 PwY 99
(assumed
+ 0.00' elevations)
note:
Bo
typ. bottom of wall
M
(+/-)0.50'
6
existing
x is ting
;o
r
sales
ales
In
building
9
P
(n
co
d
z
existing
accessible stall
and route
Datum: + 100-00
south rim MH lid
property corner PK
40yyy 99
REVISION DATE BY
MARK
A5/23/06 plan'g.dept.
comment I
J/P�S 5/23/ ' 06 'Comm
I A 5/23/06 plan e1n7t-1
JUN 2 3 2006 -1
BUILDING DEPARTMENT
UJ
U-1
Z
C�,
U-1
WA�&
architects
0 T—NA-1.h.0kOdAmb�
Stephen Waite, AIA
111 Durbin Lane
Edmonds, WA 98020
phone (425) 774. 5533
fax (425) 774,1930
waltearch@comeast.net
RETAINING WALL
PROJECT LOCATION:
0064"wy 99
Edmonds, WA 98026
0 20DO Stephen C. Wafte, ALA.
PERMIT SUBMITTAL
This d=ment has been prepaned for
Permit Application and Is subject to revi8w
and modificatiorts by govemmental
agencies.
DATE : 04/20/06
REV: 05/29/06
SHEET NUMBER:
1 of 2
F-7
(+/-) 75'
REVISION DATE BY
MARK
R&A JOB#05-718
22324 HIGHWAY 99
EDMONDS, WA
CONCRETE FOOTING
w/ #5 CONT @ 10'o/c
KEY DEPTH —J
KEY WDTH
0
3*a. z J
TOE _�i WALL
GENERAL NOTE&
IBC 21X3 EDITION
0.50 COEFFICIENT OF FRICTION FOR SLIDING
M PCF PASSIVE PRESSURE
35 PCF EQUIVILENT FLUID PRESSURE
30M PSF SOIL BEARING PRESSURE
50 PSF SURCHARGE AT T13E SIDE
200 PSF SURCHARGE AT EARTH SIDE (TRAFFIC)
714 PSF SURC.HARGE AT EARTH SIDE (SEISMIC)
5 SACK CEMENT PER CUBIC YARD,
250D PSI MINIMUM COMPRESSIVE STRENGTH;
MAXIML94 6 GALLONS WATER PER SACK
GRADE 60 STEEL FOR 05 & LARGER
GRADE 40 STEEL F13R 04 & SMALLER
BACKFILL WITH POUROUS NATERIAW
PROVIDE TEMPORARY BRACINGS AS RECYD
UNTIL SLAB IS CONSTRUCTED AND CURED.
FOOTING TO BE IS' MIN BELOW FINISHED GRADE
PROPERTY LINE
(2)- #4 CONT @ TOP
616N
HORIZONTAL BARSs
PER SCHEDULE
VERTICAL BARSi
PER SCHEDULE
FTG DOWELS W/
STD HOOK INTO FTG: MAXHEIGHT
SAME AS VERT BAR OFBACKnLL.
SPACING PER SCHEDULE
LAP, 30'MIN
HEEL BARS.
PER SCHEDULE
KEY BARS:
#4 STD HOOK @ 16' D.C.
FTG THCK
4'0 FTG DRAIN
IN GRAVEL PDCKET����
BEARING
SOIL
REINFORCEMENT L FOOTING SCHEDULE
KEY
IINM
MAX HEIGHT
7 BACKFILL
VERTICAL
REINFORCEMENT
H13RIZONTAL
REIWORCCMENT
713E
WIDTH
WALL
WIDTH
HEEL
WIDTH
FTG THCK
HEEL BARS
FRONT FILL
FOOTING
D
W
W-0-
04 160*/c
44 @ 101o/c
V-41-
a.
NA
10.
04 e Iwo&
SLAB
a.
S.
61-cr
14 61o/c
44 e IVolc
31-cr
B.
NA
14-
04 11 liro/c
SLAB
26.
IV
81-01
15 a 1010/c
1 45 e leo/c I
5,-V 1
10,
NA
2V
15 @ 1610/c 1
SLAB 1
31-
12'
CANT'ED FND WALL (NO HEEL)
Sccae: NTS = V-0' Section View
51
(+/-) 30' (+/-) 1
conc. wall..
L
j; . . . . . . . . . .
-------------- -7 --- ----------------
:L14
p�
ci. conc. footing
'40
41 r-A No rth-Elejition
kN,2 Scale: T/ 16" V-0". Note: elevations are approximate and
51" subject to field modifications due to
unforseen excavation work
(44T) 46'
V
C.i.p. conc. wall -
00
% T:,efl� . . . . . . . . . . . -
_W1 -------- B10
-7 - ;.�A ---- I --------
C. zlv'�7_ ' 11, ill _.-� i�� , - -
J.p. conc. foot
J0
West
���Scale: 1
0"'
�..nlrop
h6e
7
gffq-teftift mat
subject
property 00
d t
r-aJVA em
tA
a (per e "tech
Mi rep-ba to weep
holes
00
�0 � 'I
a�� retaining wall section
\.-V Scale: 1 /8" = V-0"
lt��M,4ct%L-- 'ON)u"I
APPROVED AS NOTED
BY ENG EERING
RM,
Date:
subject
i--propidn-Y, 00
JV
A3 Note:
No work shall
occur beyond
the property
line.
property line
5/17/06 bllg- dept
1657181 REGISTERM
ARC ITECT
C I
H N C. WAITE
H N . WA TF
WE OF WASHINGTO111
WA�&
architects
Stephen Waite, AIA
111 Durbin Lane
Edmonds, WA 98020
phone (425) 774. 5533
fax (425) 774.1930
waftearch@comeast.net
parking
RETAINING WALL
& drive
onginal grade
-----------
PRQJECT LOCATION:
22310 Hwy 99
Edmonds, WA 98026
geo-textile mat
0 2006 Stephm C. Mft. AIA.
drain system
PRINT SET:
(per geo, -tech
PERMIT SUBMITTAL
report) to weep
This document has been prepared for
holes.
Permit Application and is wNect to review
and modifications by guvemmgniall
agenda&
00
V_ 1
/13"\ retainipg wall pection
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DATE: 04/20/06
REV: 05/29/06
SHEET NUMBER:
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SID
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BUILDING DEPAPff.11VIENT
WORK—
ADDRES,(i
OkNNEIRII
APPROVED DATE:
BLDG. OFFICIAL
PERFUHT NUMBER
TIR
'SIT
All that portion of the NW 1/4 of the SW 1/4 of
Section 29, Township 27 N., Range 4 East, W. M.;
Described as follows:
Beginning at the Southwest corner of the SW 1/4 of
the NW 1/4 of the SW 1/4 of said section; thence
North 00 44' 00" West 30.00 feet; thence South
890 05' 39" East 30.00 feet; thence continue South
890 05' 39" East 121.87 feet to the true point of
beginning; thence continue on the same bearing
109 75 feet to the Westerly margin of State Road
No. 1; thence North 250 44' 00" East 166.14 feet
along said Westerly margin; thence North 530 25'
West 101.42 f eet; thence North 890 05' 58"
09
West 20.00 feet; thence South 250 44' 00" West
154.20 feet; thence South 10" 56' 07" West 71.06
feet to the true point of beginning, Situate in
Snohomish County, State of Washington.
TAX #: 292704-3-071 -0000
292704-3-072-0009
292704-3-079-0002
111=109-011
100 MEE==
10' 01 10' 20'
VICINITY MAP
S",
)ATE: CAD F
11/18/97 31
_OCAMN:
22324 HWY. #9�\�
EDMONDS, WA V��
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JUL 2 9 2002
DEVELOPMENT SERVICES CTR
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