190 SUNSET AVE S (2).PDFiiiiiiii iiiiii
. 15977
190 SUNSET AVE S,
71
STREET FILE.,
OV- EDy�-
Certificate of Oecuva
Building Division
This certificate isAssued in acc6fdance with the requirements of Section'1,111 Of the 2012 International -Building C e
certifying that -at the time of issuance this structure was in compliance with the applica'ble pyovision's of the codes and
ordinances of the city regulating�constructioWgbd use of buildings.
;Desdription: 71 -Tenant Imp'-,rovernent
Occupant: BRIGID'S BOTTLESHOP Permit No: BLD20140791
Site Address: 190 SUN§ETAVE S #C, EDMONDS Parcel No: 27032300104500
ConstrAlon Type: VB Occupant Load:, 112/17
Owner: SALISH CROSSIN G- LLC ,. 'C"
I Occupancy Group: A-2/M
22833 BOfHELL-EVERETT HIGHWAY
BOTHELL,WA 98201
07/10/2,015
9
BWIdin Of ricial Date Issued
POST IN A CONSPICUOUS PLACE
O-V E 1)
STREET FILE
rp
6 ine. ate. of.0 cm a
77 A
A
'fluildhig DIVI
_�lon
47,
c Ito -de"
This ci�rtifieate is issued..in, accordance with thle requirements f Se lion llt,df the 201'2,1� rnational Bui * Id,
ceftify.itig that at the tibjj�"of issuance, this structure wasj;!�comoliance with.the'a.pplicable �i6Visions--.of the' codes�'iiid
ordiiiances 6fthe city'regu'lating 4yonstruition.and use 4,664difigs.
-Destriptloh: 7i2'�tbnint Improvement
9
&rrnit No- BLD20
Occupant* SCRATCHIDISTILLERY
.1 4Q9077C,4,
19 O� S U N SJ�TAV E S #A EDMONDS ParcEil No: 270323001-04500
�VSite Address*__%
;yppnt L
o�d:
:,VB - I I
wner* "SAL'IS.H CROSS INGLl-C (.�Group.
o Occupanc) r, M/F�!,`
220
'3 BOTHE.LT EVE'R �H\AIY STE 207
Ellio
BOTH E L L,WK6820.1
Date lssued�
t�bfldmg,0 , fficial
W
'POST IN -A-z,CONSPICUOUS CE
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'141
PLANNING DATA
5ign5 —
Date: (q -
Site Address: I CIO
PlanCheck 9: BLD-206�-2�is�-Mci'
Project Description:
Reduced Site Plan Provided: NO)
Zoning:
Comprehensive Plan Designation-b,, 4
— _ �,k
Map Page:
I
CO NO)
rner Lot: (YtS
Flag Lot: (YES
ADB File # (or date waived): t-AIA
70TAL Alre''a per Type of
Type of Sign
Allowed in
Matrix
conditions
Allowed
area per
Unit
TOTAL sign
area
Proposed
zone?
met?
unit
allowed for
sign area
this siqn
Example
wall. wlintemal
Aluminatign
Yes� w&7
ccnditions
ye5
I Sq- ft-IN7eal
It. attached
41 ft. dttached
4 1 square feet
20 square 1��et
Sign #1
-wall
Sign #2
Sign #3
TOTAL Sign Area for 7enantlStte
Max Permitted:
Previous Total:
Proposed Total: 2 u-
SigI7 Heig&
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Si
gn Liqh.Uj7q tJ //-A
Sign Type:
Proposed:
Allowed in Zone-.
Sign Type:
Proposed:
Allowed in Zone:
r-
PLANNING DATA
— Signs --
colors
Propo§ed:
Acceptable?
Requires ADB App p
If freestanding and 3-feet or over (unless afence) meets setb,ac!�_?�
Street:
Side:
e:
Rear!-
ctualsetbacks
Street:
Side:
Side:
Size:
Locatiom
Critical Areas Determ' tion
Zd t
Study uired
W e r
Other
Plan Review By:
PLANNING DATA
-- signs --
Nam ;7�cr
Date: -7
Site Address: �V/l A U-C fL" A
Plan Check BLD286,-
Ze / S-- 0 ri
Project Description:
Reduced Site Plan Provided: (Ye) NO) ning: IfC
j�t, Jt 7 e? C, yt,
_rzo,
Comprehensive Plan Designation: DO W(A0 Wrk, Meff /V- XI do V
64e�
Map Page:
Corner Lot: (Y&/ NO)
Flag Lot: (YES
ADB File (or date waived): Z F
7-01AL Area
'J "'re3 er of
Type of Sign
Allowed in
zone?
Matrix
co nditions
Allowed
a rea per
Unit
TOTAL sign
area
allowed for
Proposed
sign area
met?
unit
—T;;;_ —all"Iedl
this sign
ExaMple
Wall wlinternal
illutnination
Ye5 with
condItIons
re5
ft attached
41 ff. attached
Wa//
41 square feet
20 square feet
Wd//
Sion #I
z-6
f rk
L/J(
(I
rCAA
ro6 A
e--
Sign ff 2
Sign #3
T07AL Sign Area for Tenantl,<)96'
Max Permitted:
Previous Total:
Proposed Total:
SIgn t
Sign Type: Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:-
;Ign Lighting
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposeu.
Allowed in Zone:
1)
PLANNING DATA
—Signs --
STREET FILE
Sign Colors
Proposed:
Acceptable?
Requires ADB Approval?
Sign Location
If freestanding and 3-feet or over (unless
a fence) meets setbacks?
Required,�� �q
Street:
Side:
Setbacks
Street:
Side:
Side:
Rear.
_,"_L,3ndscapihg for Freestanding Signs
Size:
Location:
Critical Areas Deterzin *ron
r
Studv Rea fed
El
Other
Plan Review By: ( t 6,.j I fcA- q �4 /�S—
SY-t EE-r
1-0 C. is 9 "1
July 21, 2006
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Waterfront Antique Mall
Don-Udhus,- Property Manager-
C1 90 Sunset, Avenue South J
Edmonds, Washington 98020
RE: Toilet Facilities
To Whom It May Concern:
The purpose of this letter is to inform you that the City has received a citizen complaint
concerning toilet room facilities at the Waterfront Antique Mall building. Specifically
the complaint alleges that the public accessible toilet room(s) have intermittent blockages
for extended periods of time forcing patrons to use an ancillary toilet room located in a
small closet with no exhaust fan. The complaint also alleges that the public toilet room
fan is not working properly.
The City purpose of this letter is to bring this situation to your attention and to request a
date as to when the public toilet room(s) will be fixed and in good working order. The
City understands that this condition may already have been corrected by the time your
office has received this letter; if that is the case please telephone me.
On a sidenote if sewer line blockages are a common occurrence you may want to enlist
the services of a sewer company to TV the line to verify if there are any slumps or breaks
in the lateral that may be causing the continued problem.
Sincerely,
eeannine L. G
Building Official
0 Incorporated August 11, 1890 0
STREET FILE
Fehr"" lot 1966
xem to i v. J. Slabaugh
Building Inspector
Leif R. Larson
city Engineer
Res Parker Plaza and Safewri
in accordance with the City Codeo Chapter MOIJ09
sidewalks serving proposed com"roi rot land uses shall be at
least ton (10) feet wide. "c L t irij uIred that the eLdswalks
adjacent to Parker Plaza be insta a h of tan (10) feato I
believe the consulting engineer was ad of the roquirement for a
ton (10) foot sidewalk in a "1 0
It is recomen that th L permit be issued contingent
to construction of ton feet w 9 Idewalkso
T
2;X
. 06
C-
4 S A-4. F E WAV S-roRr--S' INICORPORATED
P.O. Box 947, Bellevue, Washinpton 98004 (1121 124th Avenue N.E.)
June 3, 1965
Mr. T. E. Dunstan
9035 N. E. 41st
Bellevue, Washington
nr-ETSubject: Store 437 - Dayton & Front Strects Edmonds, Vln.—
Dear Mr. Dunstan:
Prior to starting fixture layouts for the above store, the f ol I owing
information will be required:
I. Survey to be corrected to indicate the following:
a. Invert elevations of sanitary and @term sewersA at intersection
of Great Northern Railway property and Dayton 'Street. Also, at
intersection of proposed Front Street and Dayton Street.
sed storm.
ly
b. Invert elevations approved by City of Edmonds for propos
sewer and drain line alorZ Front * Street from Main to Dayton Street.
c. Prqpo3ed street Cradco and elevations at conter line and gutter of
proposed Front Street approved by City of Edrionds at Main to Dayton
Streets.
d. Purntsh I t la h Co ect,-bl..ui d 9 S,
�'/q ow;n .,,flhis d, g��des
0 �es
C uil�i3 t
_�g e�eN on oposQd,,'drA-nagd from
uild treets'� M!OW-> eJL5t41;'O LA-C
A e. Furnish grades at center line and gutters of James Street from
3rd Avenue to Railroad Street. Also, method of drainage of James
Street. Both items tobe approved by City of Edmonds.
f. Furnish proposed gutter and street elevations of proposed State
-iway access where street cron-see parking lot, as approved by
HJ gl
City of Edmonds.
g. Proposed exterior elevationo of Safeway and adjacent t enants.
Yourss very truly,
H. V. Himsl
Design Yanager
cc: C. A. Bradburn for
D. Lynch
W. Robel'tuon
11. A. ftwkor
Fila Data
IP c. 18(),3
August 15, 2006
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Waterfront Antique Mall
Don - Udhus, Property Manager
Sunset Avenue South 1
Edmonds, Washington 98020
RE: Toilet Fan
Dear Mr. Udhus,
GARY HAAKENSON
MAYOR
As a follow-up to City letter dated July 21, 2006 my office perfon-ned an additional inspection of
the toilet room facilities at the Waterfront Antique Mall building specifically to confirm whether
or not the exhaust fan is working properly. Our inspection revealed the fan is disconnected and
although an ancillary fan is provided which circulates air, it is not exhausting air to the exterior,
which is required by the International Mechanical Code.
Therefore, pursuant to International Mechanical Code Table 403.3, toilet room exhaust
ventilation shall be provided at a minimum of 75 cftn per water closet or urinal and shall
properly exhaust to the exterior of the building. As facility manager for the Antique Mall, this
correction shall be complete by August 25, 2006. Failure to provide a code compliant fan by this
deadline shall result in the start of the civil penalties process whereby compliance to the codes
shall be secured and fines may result for non-compliance.
It is not the City's intent to cause you undue hardship however, compliance to the codes is
mandatory for the fair and equal treatment of all citizens and is required for the health and
sanitation of the public at large.
Sincerely,
4��)
Jeannine L. (19Y
Building Official
Incorporated August 11, 1890 0
Ausust 1256
MEMO Tos Mayor Gordon Maxwell
MHl LeLf R, Larson
City Engineer STREETFI*
sumas Request for Vacating James Street Between Fftnt Street
(Sunset Avenue) and Railroad Street
DISCUSSIONs
Pursuant to your instructLanev subject request has boom
investigated and the following cam�uta are submittodi
1. The Aght-of-way for James Street was dedicated In
the Plat of Gaphartis arst Addition.
2. Until the Parker Development Company filled the
swamp, the right-of-way was unuseable.
3. Presently, it Is planned that a sever line and a
storm drainage line be instal3ad in the right-of-way.
,��40 The ultimate plans for the development between Main
Street and James Street have not been completed.
RECOMMENDATIORs
Until the planning has been completedfor this entire areag
It is recommended that the subject rLght-of-way-be retained by thatity.
LRLorf
(D P
0 M
A R C
90 3 5 N. E. 41 ST.
City of Edmonds
Civic Center
5th North & Edmonds St.
Edmonds, Washington
A S "I e_u N S T A N
C T
BELLEVU E, WASHINGTON
July 28, 1966
SUBJECT: James Street
Railroad Ave. to Front Street.
ATTENTION: Mr. L.' Larson, City Engineer -
Gentlemen:
STFiP§zT - '
I ftft A" FIL E
The property of the H. A. Parker Development Co.,Inc. is potentially bi-sected by
the subject undeveloped street area. This will compell persons utilizing the
state liquor store and our new shopping center to cross such a street for certain.
of the parking.
Development of such a short streetway will only decrease the amount of parking
available to the public in this zone of the city, and in our view does not.repre.
sent the beat application of the land in the public interest.
We are developing Front Street as you know at our own expense without benefit of
an L.I.D. This would not be financially feasible in the case of James Street., As
we'own the adjoining properties on each side, we respectfully request the vacation
of the subject street area. If this is accomplished, we will grade, pave, and main-
tain the area for parking and place it on the tax roles.
The H. A. Parker Development Co., Inc. will be one of the largest tax payors in the
city and has shown its confidence in Edmonds by generating a capital investment of
over $2,000.000.00 in land, buildings, and fixturing in.your fine community.
We greatly appreciate the co-operation we have received from the City and State in
development of the Safeway Shopping Center. We feel that this vacation request is
in the public interest and would greatly appreciate your continued co-operation in
this matter. If early action can be obtained the above paving and other improvements
can be accomplished concurrently with the shopping center construction now under way.
"'Ar
Piz
April 289 1966
Mri James A. Murphy
Edmond-3 City�- Attorney
1411 rourth Aventie Building
Seattle, Wanhington
-of-Ways
Re: Proposal for Exchange of Street Right
for Sunset Avenue (rront Street)
Dear Jim:
?ursuan our conversation of this date, forwarded herewith
as enclosure "I" Othe pertinent correspondence relative to subject
matter,
It is requested that appropriate documents, resolution of..,
Intention or othertyiso be initiated for vacation of Parcel "All by
the City of Edmt)nds. This action Is requested subject to the dead
for Parcel "1311 from the 11. A. Parker Development Company being received
on May 29 1966.
Very truly yours,
CITY Or EDMONDS
LrTF R. LARSON
city Engineer
LRL:rf
Enclosures
,,,,Zin 0
REAL ESTATE LOANS 9 2515 Fourth Avenue at Wall Street 9 Seattle, Washington 981 t I AlAin 4-5300
April 26, 1966
KEET
FILE'
City of Edmonds
Snohomish County, Washington
SUBJECT: Property Exchange Front Street, Edmonds,, Washington.
ATTENTION: Leif R. Larson, City Engineer RE:. Your letter of 1966
Gentlemen:
This is to inform you that the H. A. Parker Development Co., Inc. is
prepared to accept your proposal for the exchange of properties as
indicated in the reference letter and exhibit A attached. This
corporation proposes that and escrow be established forwith at the
Snohomish County Title Company for the purpose of constimating this
exchange.
The deed furnished by your City Engineer, copy of which is attached,
is being executed by our officers for deposit in the escrow and con-
current recording with a deed from the City of Edmonds to Parcel A of
Exhibit A attached.
We appreciate the efforts of your engineering department and co-operation
in negotiating this improved street pattern which of course follows a
curve furnished by the Right -Of -Way Division of the State Highway Dept.
We are under construction in the Parker Plaza Shopping Center and work
schedules call for the immediate installation of necessary utilities in
the street. We would therefore greatly appreciate the council's con-
sideration of this matter in the work meeting this evening if at all
possible.
It is our intent to install utilities and improve r�ront Street in this
new course at this time without -the delay of an L.I.D. and at our"own ex-
pense. To this end we retained the firm of Reid, Middleton & Associates, Inc.
to prepare immediately the necessary street plans for your approval.
Sincerely yours,
H. A. PARKER DEVELOPMENT CO.., INC.
9
Architect
)IT 1ANCIT OFFICES: Seattle. North tind Smith Imid e 1I4-II(!vii(! E-Nerett Kviinewick Spokane racc.ma -yai(iiiia. Ant-horag'e- FnIrbanks- lloiwhilu
civir, i.t ,:77! Pwamcv owc;7
.4 gl
IIIP*I,t AV'
LV
. j1h
L
Office of the City Engineor C 17 11 0 V �AA (0 M D S
Loil. P. Larson Snohomish County, Washington
April 13, 1966
Sr
Mr. T. E. Dunstan
9635 N.E. 41st
Bellevue, Washington
Dear Mr. Dunstan: "ke
Forwardcd horewith are enclosure "I", a legal description for
Parcel "3", the proposed area to he deeded to the City for relocation
of Front Street and enclosure "2", a quit claim dced for Parcel "B" to
-be granted to the City.
The cost of having the revised legal description prepared and
the appropriate computations in connection therewith is $49.00; and in
�ccordance with your previous statement, you would be willing to pay
one half of this amount or $24.50.
Sincerely yours,
CITY OF EDMONDS
I R. LARSON
City Engineer
LRL:rf
Enclosures 2
.4 F"�.;
1 4(-
* 4
, - t"W.,
sc
LEG#
:,0HOPPI NG. CE
PMONDS WMHINGTON
PARCEL
-il I ib 6 oiv�us I vit. vLoo
AV Lai K 39 Q61�0*p
ADDI 7.1 ON To comooAsp, ^CCORCI NVX-16,10UAT THCOCOF At',.j
VOLUME 5 OF PLATS' 014it 43, lncvdms� or sNomomsso#.,':* r
PT TH9.14IPOTMES ECT T"cR"e
INGTONO exec
T,
X PARCEL SO ALL.-. T14AT 01AT14", bo GOL"RNM"T LOT 20 1 0j.
44
T.27N.9 R. 3E. 9. W*Ai' LYINO . AOUTHC%L� OF JAMES 8 TIkOf
CITY Of EDMONDS 'AND L,*# me - skT�zcm Tmg it I amr-
OF-WAY
GREAT NORTHERN RAILWAV COMPANY�ANO THAT CERTAIN STRIP .0F
LA
, . 1, , .. -f . .; . -
BEING AN-EXTEmSION OF FRONT STRECT9 AS DECDCO TO THE CITY
air
EDMONDS BY DECO FILED 90
R RCOCHO UNDER AUDITORS FILE NO.' 725 Z4
PARCEL
0: AL�80 ALL THAT PORTION OF GOVERNMENT LOT 3, 114
h SECTION 23, T.27N.s R-3E.9 W*Aq LYING NORTH OF DAYTON STRCCT
W
IN THE CITY OF EOMONOSq.AND LVING BETWEEN THE RIGHT-OF-W
AV
a %
THE GREAT NORTHERN RAILWAY COMPANV9 AND THAT CEATAIN.STRIP OF
LANOV SIZING AN EXTENSION OF FRONT STREET AS OCED TO THE CITY
OF EDMONDS By OECD FILED FOR RECORD UNDER AUDITOR FILC 000,
L
A�'
.-AV 4
-VA
'po
T H M A S E. DUNSTAN
A R C
9035 N. E. 4 1 ST.
City of Edmonds
Civic Center
5th North at Edmonds Street
Edmonds, Washington
Attention: Leif Larson, City Engineer
Gentlemen:
T E C T
BELL EVU E, WASH I NGTON
September 6, 1966
STREET FILE
Subject: H. A. Parker Development Co., Inc.
Application for vacation of James
Street Front Street to Railroad
Avenue
In confirmation of'our verbal understanding with your City Engineer the H. A. Parker
Development Co.., Inc. hereby withdraws its application for the vacation of the subject
street areas.
After discussing the problem with Mr. Larson, we have been convinced.that a program
wherein we would pave the subject areas at our own expense to city specifications,
and use the space for pai:king qpder a "u-se permit" would be more in keeping with the
policies of the city. We.understand that though the street is at present unimproved,
there may at some future date be a need for such a street in the event that the
Great Northern roadbed is,used for rapid transit.
'We -therefore appl� for a "use permit" for utilization of the subject street areas
for parking"attri�utable to'our shopping center adjoining. Conditions of Such permit
would be that we improve the property at our own expense, provide replacement parking
in the future on our other property if full street improvements are deemed necessary
by the city,'and maintain and sweep the properties under the "use permit" in the
interim.
We wish to,,express� again our appreciation for the fine cooperation we have received
of a
from -all -..departments dministration for the city of Edmonds in the development of
the*Edmonds Plaza shopping center and hope that the withdrawal of our vacation peti—
tion in favor of the "use permit" approach to our desire for additional parking will
be acceptable to the City Council.
Sincerely,
H. A. PARKER DEVELOPMENT CO., INC.
By:
_r�omas E. Dunstan, their
cc: VSparkman & McLean Co.. ALIthorized agent
N
........ ......
JAMEG H. REID 0. WAYNE JONES
10— LLOYD H. NELSON
LEROY r. MIDDLETON..,.
REID, MIDDLETCIN & AssOCIATEB, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
324 MAIN STREET PROSPECT 8-1171
EDMONDS, WASHINGTON 438020
OCTOBER 25) 1966
FILE,
FILE No. 1.517
SPARKMAN & MCLEAN COMPANY1
2515 - 4TH AVENUE,
SEATTLE, WASHINGTON.
ATTENTION: MR. Tom DUNSTAN RE: PUBLIC IMPROVEMENTS FOR SAFEWAY:
SHOPPING CENTER
DEAR MR. DUNSTAN:
PURSUANT TO THE PROPOSED OPENING OF THE SAFEWAY SHOPPING CENTER AN INS PECTIO,N
WAS MADE OF THE PUBLIC IMPROVEMENTS INSTALLED FOR THE PROJECT AND THE FOLLOWING ARE
'CORRECTIONS REQUIRED FOR THE FINAL ACCEPTANCE OF ALL THE IMPROVEMENTS BY THE CITY:
BECAUSE OF THE I:NCOMPLETE CONDITION OF JAMES STREET AND THE NEED
FOR COMPLETION OF CITY WORK BEFORE FINAL PAVIAG THIS WORK IS CONSIDERED SUBJECT
TO INSPECTION AT A FUTURE DATE,
2. FRONT STREET IMPROVEMENTS,;
IN PAVEMENT
A,' LOW SPOTS EXIST NORTH OF THE IST CATCH BASIN NORTH OF
DAYTON AND ABOUT 50' FURTHER TO THE NORTH*
B. BECAUSE OF WET CONDITIONS DURING THE PLACING OF THE EAST
PASS ON THE ASPHALT SURFACING, RESURFACING WILL BE REQUIRED
TO BE DISCUSSED IN THEFIELD9
IN SEVERAL SPOTS WITH EXACT WORK
c. BACKFILL SHALL BE PLACED BEHIND THE CURB FROM JAMES STREET
TO MAIN STREET.
Do. MONUMENTS SHALL BE PLACED AS REQUIRED BY.CITY CODE.
'w:
Ee AT METER PIT, WEST SIDE) NORTH OF DAYTON) TURN PIPE TO
WEST,RAI$E VALVE CAP AND F I L L IN OPENING IN SIDEWALK.
F. FILL IN OR PLACE PIPE TO CATCH BASIN EAST OF FRONT STREET
AT DAYTON TO ELIMINATE WATER HOLE.
Go MANHOLE ON PROPERTY LINE WEST OF FRONT STREET WHICH PICKSUP
THE STORM DRAINAGE FROM FRONT STREET SHOULD BE BROUGHT' UP TO
SIDEWALK GRADE AND COVER PLACE IN SIDEWALK*
VERY TR4Y 0 5
"'e
"Ehl-
ELC:TC 't�L L . YLI N rE
MUNICIPAL ENGINEERING WATER SUPPLY SEWAGIE TREATMENT 0 SURVEYS & SUBDIVISIONS -
Office
Ca.
REAL ESTATE LOANS e 2515 Fourth Avenue at Wall Street e Seattle, Washington 98111 0 MAin 4-5300
July 209 1967
City of Edmonds
Office of the City Engineer
250 Fifth Avenue North
Edmonds, Washington
Attention: Leif R. Larson
Gentlemen:
Subject: Sunset Avenue from Dayton
Street to Main Street
We respectfully request that we be allowed to maintain the above named
street in its present condition, We will repair and patch where the
"bird baths" show up during a rain storm, and if any break up of the
asphalt occurs, we would repair it immediately.
As we all know, the State of Washington Highway Department will be
taking this street and it will become a state highway, so we feel that
the additional one inch lift would be a complete waste of effort and
money,
We are preparing the James Street right-of-way for paving this date.
Thank you for your consideration of the above mentioned item.
Yours very truly,
SPARKMAN AND McLEAN COMPANY
Robert C. Larsen, Manager
Land Development Department
RCL:pac
BRANCH OFFICES: Seattle, North and South End - Bellevue - Everett - Kennewick - Spokane - Tacoma - Yakima - Anchorage - Fairbanks - Honolulu
SINCE 1891
INCE
� d �Vlftl
01
Mr. Philip Kaplan
"P 1AA 'Paveincomweny
300 S. Wash 9ton'stroet,
Seattle,, WA 96104
W
STREET FiLE
September 160 1975
Subjeatt V" Pergdt for James Street
a4lac*rit to Saf*WW Shopping Center
Dear Mr. Kaplans
In 1966 the City L",0041 4 Street Us*- Permit for parking
Purpo"O to thw R.A. P".k*-r DGV*ll
100064t 06 Ytlth* Owners of
the Safeway 9boming Cottei 'hot* , - '6iii, o"Oern at the time
WOO 8
over the ne*4 for &j4i;j;;4 parkiAgo In the Lat*vVening time,
the parkit '', lot
boo, b* adequate for the aca'Oss to which
t:ho buti44#* 'have
It is our�Opiniaa# therefore,, that the permit is no longer
necessary. The is heve�)y revokod,
Yours very truly,
r4
LEV $0. 1*AmNj P*Eq
city Engineer
LRLtRRA:rf
Enclosure
CITY OF EDMONDS LARRY S. NAUGHTEN
DEPARTMENT OF PUBLIC WORKS (206) 771-3202 MAYOR
Edmonds, Washington 98020
Administration — 250 - 5th Avenue North Maintenance & Operations — 200 Dayton Street
November 26, 1984
Mr. Albert Dykes
Managing General Partner STREET FILE
ESC & Associates
P. 0. Box 3383
Seattle, WA 98114
Dear Mr. Dykes:
SUBJECT: SAFEWAY PARKING LOT :1',--�90S�UNSET�AVE�-�
We have received many complaints and claims relative to
a raised manhole at the northwest corner of the subject
property.
This manhole is the re�sponsibility of the property owner
and we want to call your attention to a potential liability
as cars have been known to be damaged from it. We suggest
that you take steps to lower this manhole.
Sincerely,
BOBBY R. MILLS
Acting Supt. of Public Works
RM/ml
cc: Building Division
Engineering Department
BRENA D T i r-A, P6C H
CITY OF EDMONfflEETABORESS FILE -
BARBARA FAHEY
MAYOR
7110-210TH ST.S.W. - EDMONDS, WA 98026 - (206) 771-0235 - FAX (206) 744-6057
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
�11' S t . 18 () �')
February 22, 1996
Attn: James M. Anders
Waterfront Antique Mall
190 Sunset Ave. S.
Edmonds, WA 98020
Dear Mr. Anders:
I have reviewed your account and will allow a credit for the water section going back to
November 1995 and sewer to go back to September 1995 in accordance with our City
policy. The policy states that the customer will be billed at the retail rate based upon the
average water consumption for the same period during the previous year. In addition, the
excess water lost from the leak will be billed to customer at the City's wholesale rate with
a 15% surcharge added for administrative cost. Only one leak credit will be granted in any
three year period.
Should you have any additional questions after you receive your new billing, please
contact Ilene Larson, Utility Billing Clerk, at 771-0241.
Sincerely,
-AN
Ron Holland
Water/Sewer Supervisor
RH/lk
cc: Ilene Larson
Utility Billing Clerk
wordata\water\credit96\#600550
9 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
C��A
Waterfront Antique Mail
190 Sunset Ave. So.
Edmonds, WA. 98020
February 7, 1996
Mr. Ron Holland
City Of Edmonds Combined Utility
501 Bell Street
Edmonds, WA.98020
Re: Account # 6-00550 Balance of $1674.21
Dear Mr. Holland:
ft Qiy'at 4
This letter is in follow up and confirmation of our previous conversations with your
department regarding our account.
Enclosed is a copy of Invoice #2498 from Lake Washington Plumbing Inc. for plumbing
work done at our location on 1/11/96.
We have noticed in reviewing our billing that since April 28, 1995, our water and sewer
has been increasing. At first we just figured it was usage. Eventually we realized there
was definitely a problem. With help from your office and Lake Washington Plumbing
the leak was located and repaired.
After analyzing past bills we found from 11/04/94 to 03/07/95 billing averaged $127.32
per month before the leak began. The billing increase started on 03/07/95 through
01/08/96. The difference of our average and what we were billed for that period is
$2,466.03. This is a considerable amount of money for a small business like ours.
Please consider us for a credit of our water and sewer bill.
Sincerely,
-1197 1 Ja
ames M Anders
Director of Auction Services
oma]/[Im]
Enclosures: [1]
Lake Washington Plumbingi Inc.
LAKEWPI109DT'.,
PA-Bom 65125
Seaffle, WA 98155
BILL TO
E.S.C. ASSOCIATES
3131 E. MADISON ST., SUITE.2 0.2
SEATTLE, WX 96112
(206) 322-2262
InVoice
DATE
INVOICE NO.
1/11/96
2498
Job Locabon
WATERFRONT ANTIQUE MALL
190 SUNSET AVE S.
EDMONDS, WA
DUE DATE
1/11/96
DATE
DESCRIPTION
QTY
RATE
�.,MOUNT
1/10/95
ELECTRONIC MAIN LIKE LOCATION*SERVICE.
350.00
350.00T
MARKED MAIN LIKE TO PARKING. LOT. LEAK
DETECTED
WITH ELECTRONIC EQUIPTMENT IN THE CRAWL
0.00
0.00
NTRA
SPACE :20 INCHES UNDERGROUND. (SUBCO CT)
1110Y95'
�LABOXTO* EXPOSE.PIPE IN A 3'FOOT -BY 2 * FOOT
11
56-.00
550.00T
:DEEP HOLE. USED'SUMP PUMP TO REMOVE
'GROUND WATER. FOUND 1-1/2 INCH COPPER
'COUPLING WITH 1/4 INCH HOLE IN IT. CUT
!OUT COUPLING AND
REPLACED SECTION OF PIPE. RE -CONNECTED
SECTION ON PIPE INITIALLY CUT OUT FOR LEAK
DETECTION
EQUIPTMENT. TURNED WATER ON AND CHECKED
FOR LEAKS. EVERYTHING O.K. REFILLED
HOLE.
1/11/95.
MATERIALS
22.27
22.27T
8.20%
75.63
lop
or:your'business'.
Total
$997'.90
CITY of EDMONDS
200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525
Department of Public Works
Mr. Philip Kaplan
300 South Washington Street
Seattle, Washington 98104
April 17, 1975
STREET FILE
R I
e: Utility Account Number 600-00750
190 Sunset Avenue South, Edmonds, Washington
Dear Mr. Kaplan:
Enclosed for your information and guidance is Ordinance #1561,
which was passed by the City of Edmonds Council on June 1, 1971. This
Ordinance pertains to the installation, maintenance, and inspection of
Fire Protection Systems, and sets forth charges for routine maintenance
and'penalties for unauthorized usage and/or uncorrected leakake.
Many man-hours of maintenance services and testing are performed
each year to insure that the Fire Suppression and Sprinkling Systems
are in working order. The monthly service charge indicated in Section
6.21.040, Paragraph (a) of the Ordinance is used to defray these costs.
An inspection of your account indicates there has been unauthorized
usage of your System during the last billing period. Another inspection
will be made in thirty (30) days from the date of this letter. If at
that time the leak or unauthorized usage has not been corrected, a
minimum charge of $45 will be made as indicated in Section 6.21.040,
Paragraph (b) of the Ordinance.
If you should have further questions, please feel free to contact
the Water/Sewer Department at 775-2525, extension 226.
Sincerely,
S 7 G'
J. HERB GILBO
Director
JBM: j t
Enclosure
cc: Chief Klein
Fire Marshall
0
M E M 0 R A N D U M
February 28, 1986
TO: Ilene Larson
VIA: Art Housler
FROM: Bobby R. Mills oO�-041""
SUBJECT: Safeway Account #601-14200
STREET FILE
Please adjust the above subject account to reflect a credit of
$1,000.00 due to a leak in their service line.
0
After reviewing the past bills received by Safeway, it is justified to
allow this credit. This would be reflected in the sewer portion of the
bill because all of the water did not go down the sewer to be treated.
I have discussed this with Joan Jansen, Property Administrator, and she
agrees to this amount.
BRENA DT
N
9��Y/o
MARCfi DT
fir-% SAFEWAY
LNSTORES, INCORPORATED
P.O. Box 90947, Bellevue, WA 98009-0947
February 20, 1986
City of Edmonds
Water Department
501 Bell Street
Edmonds, Wa. 98020
Attention: Mr. Bobby Mills
Subject: Account #601-14200
Safeway Store 437
Edmonds, Washington
Dear Mr. Mills:
As a follow up to our telephone conversation of February 14, 1986,
regarding our water service problem, we would like to express our
appreciation for your courtesy and consideration in this matter. It
is refreshing to find such assistance available in lieu of the normal
red tape. Again, thank you for your help.
Sincerely,
Joan M. Jansen
Property Administrator
JMJ; I Ic
cc: Mr. Andy Koster for
Mr. Harry Tellevik
File
L,tA C, C.
/I
CITY OF EDMONDS-UTILITY BILLING
ACCOUNT NUMBER
600-00700
601 -14200
SERVICEADDRESS 190 SUNSET
AV
MA SAFEWAY. STORES
NAD
A I D
MLR
E I E
NS
GS
TELEPHONE T76-5402
METERSIZE�1_1/2 NO. OF UNIT0
1
SEWER CHARGE
WATER BASE 0 19.08 CONNECTED
YES
SUPPLIER S CODING
C W U
I A E 1398 5B
METER NO. 2007
LOCATION
11FT'N OF STD PIPE
DATE
READ
CONS.
NOTE
DATE
READ
CONS.
NOTE
0 76
Lr---A
T -Kt.
c-
'ey
-.7c
L
EZV
Y,7/
117
1 L,
L
�t222
)37
50 7f
,AR 1 5.
C; n 1
57 b
/V
1 37991
IM
t5 6.,5
CITY OF EQMONOS-UTILITY BILLING
ACCOUNT NUMBER
600-00700
601-14200
SERVICE ADDRESS 190 SUNSET AV
MA SAFEWAY
STORES
NAD
A I D
MLR
E I E
NS
GS
TELEPHONE 11,
776-5402
METERSIZEOI-1/2 NO.OFUNITSO
1
SEWER CHARGE
WATER BASE 19.08
CONNECTED
YES
SUPPLIER
s CODING
C W U
I A E 1398 5B
METER NO. 2007
LOCATION
11FT-N OF
STD PIPE
DATE
READ
CONS.
NOTE
DATE
READ
CONS.
NOTE
'71
Y-3
1,,iZz 37,
J r
lu9,9 7
1171
M212,
31y
t.;6
/19,101
(3-5,
JLwl;
t31
tgo
5,
W-4
W
I
571b
37991
/
b-6 A
10
1
1,5- C3
August 16, 1971
Safeway Stores
190 Sunset Avenue South
Edmonds, Washington 98020
Re: Utility Account No. 128-2;
190 Sunset Ave. N., Edmonds
Gentlemen:
Enclosed for your information and guidance is Ordinance No. 15710
which was passed by the City Council of the City of Edmonds on June 1, 1971,
This Ordinance pertains to the installation, maintenance, and inspection of
Fire Protection Systems and sets forth charges for routine maintenance and
penalties for unauthorized usage and/or uncorrected leakage.
Many man-hours of maintenance services and testing are performed
each year to insure that the Fire Suppression and Sprinkling Systems are in
working order. The monthly service charge indicated in PAragraph (a), Sec-
tion 6,21,040, of the Ordinance will be used to defray these costs.
An inspection of your account indicates there has been unautho-
rized usage of your system during the last billing period. Another inspection
will be made in thirty (30) days from the date of this letter. If at that
time the leak or unauthorized usage has not been corrected, a charge will be
made as indicated in Paragraph (b), Section 6.21.040, of the Ordinance. The
minimum charge for your meter would be $45.00 per Month.
If you should have any further questions, please feel free to con-
tact the Water Department at 776-1107, Ext. 26.
Re spe ct ful ly 9
CITY or EDMONDS
JOHN B. MITCHELL
Water Superintendent
JBM :ff
Enclosure
CITY OF EMMOPM4.7`1�c"�', HARVE H HARRISON
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 1*!5-25':1:)
DEPARTMENT OF PUBLIC WORKS
March 16, 1981
Dear Resident:
on February 17, 1981, the Edmonds, City Council passed
Resolution 488 for construction, reconstruction and repair
of deteriorated sidewalks. A public hearing will be held
in the Council Chambers at the Civic ('enter . on April 21,1981
at 7:30 P.M., You are invited.,to._at.tcnd__Lhis hearing
o r
discussing:repair of portions of deteriora'te,d-.7sidewa1,k
abutting your property , Thb'-i�mprovemc-,tiE'�of�-9-fd:'e�w--al-k—s- in
need of repair at the expense of the abutting propertv
owner is provided by City Ordinance, Chapter 7.20 and
Revised Code of Washington, Chapter -35.68.
The areas needing repair have heen marked in paint on
the sidewalk adjoining your property. Reconstruction and
repair of these sidewalks must be completed on or before
September 1, 1981. In the event improvements are not'
completed within the above specified time, the City will
perform and complete the improvements at the expense'of the
abutting property owner.
This action is' in response to many citizen requests
and pedestrian falling accidents which have been increasing
in recent years as a result of sidewalk deterioration and
increased pedestrian traffic.
f ." (_ t -
FILE
FRED F. HERZBERG
Director of Public Works
my
OINK
February 16, 1973
Safeway Stores,, Inc.
190 Sunset Avenue,$outh
Edmonds, Washington 98020
Re: Utility Account No. 600-007,60
WO-140sot Avenue South
Gentlemen:
Enclosed foryour information and guj4'W#z s Ordinance No. 15619
which was passed by the City Council''6f the C1 ly Of CE10ondi on June 1,, 1971.
This Ordinance perta%$ to. wifts-til-lition,
tonams and inspection of
Fire Protection Systems and,,sots ftrtfi'�chanes r Maintenance and
penalties for unauthoirtled usage and/or uncorrected leakage.
Many man-hours of -maintenance services aact, testing are performed
each year to insurt that the Fire Su
,ppression *q4 -$#v4nkl4hq- Systems are in
working order. The monthly servict charge irM' I tated 4'" h (a), Se
aragrap, c-
tion 6.21.040, of the Ordinance will be used to de'fftay the" costs.
An inspection of your account indi 11
s re has been unautho-
rized usage of your systemlut%4 the last b ''Otod. Another inspection
,hir _' t!O
t
will be made in t y Ays from the j to, a sletter. If at that
time the leak or unauthorized, usa , has not �,be" votftcted-� a charge wi I I be
'of the Ordinance, The
made as indicated W04" (b Sect! on 6 i 21 �0_40
r
minimum charge for yOU'r In rwo d 5 06
If you should ha"..Ony, further qpestlow, please feel free to con-
151, 6 ii�� il � 2260
tact the Public Works Departme, at 775-2& , x _ on
JHG: sm
Enclosure
Sincerely yours,
C17Y OF EDNNDS
J. HERS GILBO
Director
Aw -60 ! 00AW
AN ORD1'NA!ZCi: 01' TIN; C]'J�Y (w
CRLATING A NLUI Cj,j,y CUj)j,
CHAPTI"R 6.21, 1.,
1, V I C j; tj
Ai
J�IZOVIDIN(; FOR APP 0,,,,i\T). I IZ H.1 11
AND COSTS, Mi"PEPIN'�, S11)�VfCl' CHARG.11"; AND 1'1,0-
VIDING PL�'AL'rfjl.',
VhiFRLAS-, it has hceji cl(i t j�jjud that there have
been certain losses of water the water system of
the City of Edinoi-,(3s %jilicl, F),�rt P1,1\1 be corrected by
additional ordinance, rec!"ircr,""ItS c1c; set forth bolow, and
WHERLTIS, a new Chapt(�r of the Edmonds Cit.y co(jc,.
should be enacted for such purpc)�:es, to be entiticd Fire
Protectioll Service 1,47ater, now, therefore,
TIM CJ'1y COUNCIL OF CITY 01' ED110
WASHINGTON
DO ORDATN AS FOLLOWS:
Section 6.21.010 Allplic.-ttion - Information. Water
pro tect- J
only after aPplicati on h�':; bcen made -by the.'Customer
or his - agcnt and -approveci by the Water and.Fi re --' I. " I"
Departments. - Suffj ci.unt -informati on -zhall. -be supplie(i
-a-t - the _tjm(� of ma�, i ng appl ication - for service to
enable tll(,- Water Depc;r-tincnt to -ft'lly -octermin-c -the.
nature and-extclit of th(, proposed �;Y��tem. -Detail
�drawincjr; of the pyc)-)c�sc'6 SYf;tela shall- be provided,
-which -shil.l contain inforriation :Sho%-'?in.g
the locati.ons and sizc�-,'of the sys,tcm,..s piping and
-appurteiiances.
-Sec-tion 6., -2 1 .'0_2 - 0 Ownership and.Costs. All fire.
_bC a
service connec 10"S by and
remain the property of the Water -Department. T'n e
expense for all. labor,zinaterials and equipment
.rental, jjjclui4nq street restoration recuired for
tapping mains, making -connections, placing valves,
mcters, or any other protective device docnied
necessary by the W- ' o� 'Dcpartmerit to prevent -.th-2
U11--lut-110riv.0d use olf v-J.ter, including the testing of
comPletec7 work, mot,-r pits and/or vaults, shali. be
paid for by thc
';I?c t i I
(.21.030 1"ii-e f�,-rvice to be riotcrc,6-
colincctiolls
m(,tc2r or a ()';I v thlollah an approved fire sel-\rjce
cl�,tecLor ,,i1c rk 1111�'Llr. In tlic C'1�;(- of -
for ,ihiell boti, fj]e p�otcction a:16 otlic'l-
wzt,:-r suivice for !�uch as domcst:jc, coiitm,,�rcial_
flllf�tl-i,11, or purpo��(2 j!; SUpplit-d'
Lll,(,rL' lIZ111 b,,
UK! J"j:(']jjj tl�' ' �,'j C', iM. L tll atjons p',_1 I t
C' L� ; C) 1) (' f () j ( C)
I � Ucl ,;(,rv.i (-e ojjl�,
Ot-hor WLit(21.' L (.r "i UL � . 'I') I ()J)(, for
('-'( SC1_ViCU fuj)Ctj.(�Jjs '!�"
1)L U e �c e I v j C;e Y
C(Ailbj ne
-0"*;' (:L)jjjjeC:Lion
of
In t1le event U�,,o survice Conne ctiOn.,; are
installcd, thc fir0 pl:()tectioll sysiom so
Shall Consist Of served
an MltOlilaLic spi'.inklej. ��;yst_.0111 0111y,
withuut zj(jditjC)11:,�j C)114"jct:s
Used which cUuld riormall - be
for other tlj�jjj f-il-u suppression PurpoL;es. 3
T6.21.040 Monthly service charqc,;.
A j-1:-1UT -d -J"Cl-l-it- I' Yyr-i-�T-v-s '-f-o-r-
rnainten,jjjc�, of d c't(2cLor chec'. iY,,sj)ccj:iOjj �Ii�d
fixed as _ N systems are horeby
Fire ocOrvice or
SiZe Mol
Service Charqe
31' �—S-
4 1' 5. 0 0/mont 11
6" 5-00/month.
ell 7.50/month
10" 10 - 00/1nonth
15 . 00�/molith,
Water use(i through the fire service linn for fire
Suppression purj),)E�ef; limited testinu of the
system Will normally furnished
in addition to the 11,'c)nLhl y with(jut any charge
for fir(� scrvic mini'llum charge set forth
1--leter or ClUtectur cocc,-K- Meter.
If a detect -Or Chucl. meter proves, or proof otl1py-
Wise- Prov'(10d, lc'Okitoe or unauthorized usage of
water V'hich is not for fire SUPPrcssion purposes,
the customer shall PzT for all water used at the
applicable ploter,a ;-,It( - The rate
US(ld nro 1jereby fixc:,, _s for Water sL)
n notire from Lhe city %.,,atcr dcPa'-t!7ent
first writte z"� f0llQl7!;: At the tirle of
tbC aPPlicable rato S'jall bc the sarlo aF� the domestic
rate for corrI)arabic si��C of domc,.stic waLer meter
for unailthorizrd usc, 0,,r 100 C.f. per month; in
the event the unauthorized use,
-'Pc"-ifivd in the vrittc2n notice
the jcrioa o� tiT - again occurs after
from the watrr de;)arty:j,jjt the rate shall be dou!-3c,
the d0m.0stic rate for a comparable size domrstic
water Ticter for suc,,i unauthorized use over 100 c.f.
per Plonth.
(c) PrferenCts rpadc L�%_ this Chapter as to exi,
meterecl rates 11 -111 he to Chapter 6. 20 of the . t ing
Edmonds city Cod I
C.
Sect -ion 6.2l.o5o 7r) -10di
6T__(T1i_(.TC7n_.___ - tion to all civil rights
C on li enri, shut -offs and other remer
available to � -1 i� (,. s
statute he City - )f L�dr'jonds as prescrij)od b,
nonpayr.-,��nt Of �or ul"'luthorj:'CC, U-se ancl/o-1,
_'nd or(1jn' 4
charrje�;, zilly pc,rson, firm, corT)oratjon
or ot�llior Oru,'�ni
directc-rs a �d s thcrcof ny Officers,
w"O viclato iny-
-2-
J)z ovi t ', -,' !, C,
L;ci
of City
All.
ATTLS'P:
L;', JU�'. 1^71
JUN 1971
IA
-3-
\0
Not
(P
0
sTRpj:T
Qfts
DESCRIPTION
-'5-- -2--lI ,
,4 Z07 / /�� 6 /, --s
7c- 'c" /,5;,/ J/o A�1---m-
-5-
cV,
7- -al- 2,�X 0,1"
7�7'
12,7- 1-/�,L- 7ZI
27.07,41,
ZONING
15C
SURVEYOR'S CERTIFICATE
5/
NO. REVISION S DATE BY
SCALE
1 30 FT.
DATE
MAR. 5,1965
DESIGN
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT
SIDE SEWER PERMIT
Call PRospect 6-1107 when work
Is ready for InspecUon. (No juspee-
tions Saturday, Sunday or holidays.) N2 1398
ADDRESS.............................. 1.9.Q ... Siun.siel .. Annue .................................................................. ..........................................................
OWNER ......... q4f4W4Y,—A;!9 .................................................... CONTRACTOR ...... M.ode.m .... Sewer ... C.qn.s.tru.qt.i.qn ......
Permission is granted __-APT�l .... 26 ...................... 19..��, for ...................... days, to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—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. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to Improper work which may develop within one year of completion.
NOTE No. 5—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 ap-
purtenances except to insert the pipe Into the wye.
I*
V
"tf__17
APPLICATION
CARD No . ......................................
The City of Edmonds
for
SIDE SEWER PERYaT
EASEMENT No . ......................................
OUTSIDE E] INSIDE E)
REPAIRS E]
OWNER ..... �Z!� ............ a .. C., ...................................... CONTRACTOR ...........
----------------------------------................... PERMIT No.
4
HOUSE No. ....... ?_� V__ Y
.:-. ..� ... . ........................... .................................
STREET
- ............
AVENUE LOT 'No - --------------- 7��
BLOCK No . ...............................................
5L
'AIL,
I V
A
i-PPROVED
APR 21�. 1966
Date
BACKFILL WORK ORDER ISSUED ....................
SEWER WORK ORDER ISSUED ...........................
f?
NAME ADD . ......
rro �rl �-
170
':�. -1-"r c a I`*
Approved:
.......... DEPOSIT, $ .............................................
........... DATE ... j ........................................... B3 . ..... ......... V ------------ 9� - ----------
APPRUVED:-AS NOTED:
BY ENGINEEUINIG.
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EROMON CONTROL PLAN
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Wwl**Wn
EROSION
CONTROL;
PERM
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FEB 2 5 2013
DEVELOPMENT SERVICES cTR.
STREFT FU P CITY OF EDMONDS
2,1
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:Rosi6k coktRoL PLAN
2 1 TEMPORARY SEDIMENT TW FOR CATCH BAS,INS
DEVELO
PMENTSERVICESUR..
CITY OF EDMONDS-
Salish Crossing — 190 Sunset Avenue S Edmonds,, WA 98020
Parcel # 27032300104500
Parking Lot Permit Submittal #BLD20130149
TRAFFIC FLOW DIRECTIONS (TO/FROM SITE)
From Site — Continue onto State Route 104/Edmonds Way. Continue onto N 205 th
St/244 1h St. SW. Merge onto 1-5 N. Take exit 182 towards Bellevue/Renton. Merge
onto 1-405. Take exit 2 3A for Washington 522 E toward Washington
202/Monroe/Wenatchee. Merge onto WA-522 E. Turn left onto Paradise Lake
Road. Turn right onto Yew Way. Take the 2 nd right to stay on Yew Way. Arrive
18227 Yew Way Maltby, WA.
To Site — Head south on 103 rd Ave SE/Yew Way. Turn left stay on Yew Way. Take
2 nd left onto Paradise Lake Road. Take 1s' right onto WA 522 W. Take exit onto I-
405 N towards Everett. Take the 1-5 S exit towards Seattle/Lynnwood. Merge onto
1-5 S. Take exit 177 merge onto WA-104 W/NE 2051h ST. Slight right onto Edmonds
Way/State 104 W. Keep right at fork follow signs for WA-104 W/Kingston Ferry.
Arrive 190 Sunset Ave S. Edmonds, WA
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Google
F-*--1 -
1WSumeAwS, EcIffaids, WAM01to 182FYewWay, Malft WA98296- Google Maps
Directions to 18227 Yew Way, Maltby, WA 98296
24.4 mi — about 34 mins
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Trafficlhi pact' Ana.[ i"
y-s s Worksheet..
117C. is" ECEI�JE77
AUG 12 2014
Name of Proposed Project: fICULID'S POTTLE qq02 DEVELOPMENT SERVICES U i
ffre �F EBI'AONDS
Owner/Appticant
P,rckc_ 6RAW
Name
Street/Mailing Address
L(00 Woop, WA
City State zip
Applicant Contact Person:
RowmA RAL.Wau?tfi
Name
66 5C-LA- 'S;i, LIMIT
Street/Mailing Address
C-AMe, V4A 1.Z I
city State zip
Telephone: 6.6) 44, - -io-5c, Telephone: (166) 66 1 - 466 s
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
F=' Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Checklist)
11. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: 1110 &e*Arx-r A,* S�,tni T& 2o 4
(Attach a vicinity map and site plan.)
b. Specify existing land use: E*3cr&A&46 teriA,&ir SAKez /9 G�,tvpmj c&WA.6&tcv4&__ 19wi-aWfi -
c. Specify proposed type and size of development: 7'e*%4&t F ls"e4� v'eA&vm 4 /;1 &W1 Chi!q
/�W of J
/,67-6 5'-F Y)PACt- of residential units andlor squarefootage of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of 5
d. Date construction will begin and be c ompleted: 86604
e. Define proposed access locations: 41PA OP 49WorID14 97-
f
K. Atg� C-arrIaG
f. Define proposed sight distance at site egress locations: 4&_ .4Z4- 67K(.s 174/4
2
2. TRIP GENERATION . .... .' 1. ..: %'
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM','fido'r or sch6dfpeak may also apply as directed by the City Engineer)
a. Existing*Site-T i Generation Table:.
np
Land Use
PM Peak -Hour Trips . , - -
Daily (ADT) IN OUT
b. Proposed ProJect Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analvsis Worksheet Page 2 of 5
3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require
trip distribution to be determined through use of the City traffic model.'
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer
Existing Conditions
LOS
Delays
Year of Opening
LOS
Delays
Five Years Beyond Change of
LOS
I
I
Delays
I
I
Land Use
c. Describe channelization warrants:
(Attach stripingplan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50%
95%
Existing Conditions
Year of Opening
Five Years Beyond Change of
Land Use
e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrantsi:
f Summarize local accident history2 (only required for access to principal and minor artenials):
1 Available upon request at City of Edmonds Development Services Department
2 Available upon request at City of Edmonds Police Department
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5
5. TRAFFIC VOLUMES
Provide the following and other planned development traffic within the city.'
a. Describe existing ADT and peak -hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the
. project is fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE (LOS) ANALYSIS
a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. Other City -planned developments' must also be factored into the
LOS calculations.
'T
LOS
LOS
Existing Conditions
Existing
Delays
Year of Opening
With Project
Without Project
Five Year's Beyond Change of
With Project
I
Without Project
Land Use
b. Note any assumptions/vaniations to standard analysis default values and justifications:
' A list of planned developments are available at the City upon request for public records
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of 5
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee* Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
El CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (cffective date.- 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used. -
ITE Land Use Category
Per Unit
Fee Rate
New Use
Prior Use
SN41,0016116 ('dWWz
X
Units 'in
square feet,
9 of dwelling,
vfb, etc.
Fee
New Use Fee: $ Prior Use Fee: $ I
I I L$ /C � I
0 NEW DEVELOPMENT
ITE Land Use Category Per Unit
I I Fee Rate
New Use
D OTHIER
0
Units in
square feet,
A of dwelling,
vfb, etc.
MITIGATION FEE RECOMMENDATION:
- $
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)
$
TOTAL TRAFFIC IMPACT FEE,
$
City of Ednio
Division Approval
Date
No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - TraJf1c Impact Analysis Worksheet Page 5 of 5
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01 DOUBLE LEAF LID (MOOEL-L.W. HATCH) OPENING TO BE LOCATED
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GENERAL NOTES: is Dorl To if Ilia- 6
1 . ACCESSES BY L.W. HATCH: TYPE ."D" HD-10 PEDESTRIAN LOAD: H-30 TRAFFIC LOAD)
WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN. 1c)
3. DCDA MUST BE TESTED BY A CER11FIED BACKFLOW ASSEMBLY TESTER. SENSOR SR2 WITH ECR/*P REMOTE READ.
ZE SHALL BE INSTALLED ON A
4. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. OEM FOR EASY METER READING.
5. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. INDOOR VERTICAL INSTALLATION
6. VAULT SHALL BE PLACED ON PRIVATE PROPERTY AT PROPERTY LINE.
7. FOR COMMERCIAL BUILDINGS THAT HAVE NO SET BACK REQUIREMENTS, THE DCDA CAN BE MOUNTED ON THE WALL ADJACENT
TO THE ROW WHERE THE LINE TIES INTO THE MAIN. (SEE DETAIL E 7.19)
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WITH SIDE OUTLET GUTTER DRAIN.
2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN.
-`� ON
,10 / 3
March 15, 2013
ES-2731
Salish Crossing, LLC
22833 Bothell -Everett Highway, Suite 207
Bothell, Washington 98021
Attention: Mr. Nicholas Echelbarger
Subject: Infiltration Evaluation
Salish Center
190 Sunset Avenue South
Edmonds, Washington
Reference: Johnson Architecture and Planning
",Parking Plan, Sheet A1.0
February, 2013
2005 DOE Manual
Section 3.3.6
Dear Mr. Echelbarger:
Earth
Juji0fis
s
Nwtt.c
Earth Solutions NW LLC
• Geotechnical Engineering
• Construction Monitoring
• Environmental Sciences
-0
mEET FILE
In accordance with your request, Earth Solutions NW, LLC (ESNW) has prepared this letter
and evaluation of infiltration characteristics of the native sand deposits throughout the site.
ESNW sampled, logged, and observed two test pits. It is our understanding that infiltration
methods, such as infiltration tre ' nches, may be utilized for the proposed building and parking
improvements at the subject site. Sand deposits encountered at the test excavations
throughout the site possess moderate infiltration characteristics. The approximate locations of
the test pit excavations are provided on the attached site plans. Test pit logs and sieve
analysis data are also provided cis an attachment to this letter.
Test Excavations
Test pits TP-1 and TP-2 were excavated at representative locations within the site (see
attached site plans).. The excavations were advanced to depths of approximately six feet below
existing grade. The test pits were observed approximately two hours after a high tide of
positive 9.8 feet. Soils were observed to consist of sand and loamy sand (USDA
Classification). Groundwater was observed at a depth of 4.5 feet. Sieve data from
representative soil samples collected at the test excavation sites are attached to this letter.
1805 - 136th Place N.E., SLAte 201 * Bellevue, WA 98005 0 (425) 449-4704 * FAX (425) 449-4711
Salish Crossing, LLC ES-273.1
March 15, 2013 Page 2
Based on existing grade and our understanding of the proposed development. plans, the test
excavations were advanced sufficiently deep to adequately characterize soil and groundwater
conditions to a depth of at least three feet below future infiltration facilities. Soil throughout the
test pit excavations were uniform with respect to the sand deposits.
Design Infiltration Rate
For design, the long term infiltration rate was evaluated based on the criteria specified in the
referenced 2005 DOE Manual (Section 3.3.6). Table 3.7 of the referenced DOE Manual
provides criteria for estimating the long term infiltration rate based on sieve analysis data and
soil classification. Based on the sieve analysis data from soil samples collected at test pits TP-
1 and TP-2, the soil is classified as. a very gravelly coarse sand to gravelly loamy sand. Based
on Table 3.7 values, the tested soils would correspond to long term infiltration rates of
approximately 0.5 in./hr. to 2.00 in./hr.
Based on the sieve analysis testing and observation of soil conditions by the undersigned
during the field exploration, the criteria specified in Table 3.7 of the referenced DOE Manual is
an acceptable method for deriving a long term infiltration rate. Based on review of the soil data
and referenced DOE Manual (and the overall uniformity of the sand soils), the following long
term infiltration rate is recommended for design:
9 Recommended Long Term Infiltration Rate 0.5 in./hr.
The. above recommended infiltration rate is relatively conservative, in our opinion, given the
adoption of the lower (loamy sand) value recommended for design. The geotechnical engineer
should observe the excavations for the proposed infiltration system to confirm soil conditions at
the time of construction.
We trust this letter meets your current needs. ShoL
have questions, please call.
Sincerely,
EARTH SOLUTIONS NW, LLC
t T
-�
Henry T. Wjght, E.I.T.,
Staff Engineer
N
Attachments: Existing Condition Site Plan
Test Pit Location Plan — Existing Condition
Test Pit Location Plan - Proposed
Test Pit Logs
Grain Size Distribution Sheet
cc: LSA Engineers
Attention: Mr. Jeff Treiber (Email only)
Earth Solutions NW, LLC
T=6- -=-
�M
Aw
1P
--- — — ----------
�'- K747;\',
, A
SITE
in
PROPERTY �EA
ES-2.4iSj
Z oo-ed In Areo, rov- Te-s+
Pit
TOPOGRAP-HIC SURVEY
FOR
SALISH CROSSING LLC
NEI/4 & NWI/4 & SWI/4 OF
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10.7
To.
96;.6'
'44
f
iii
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Nt. 4
+10.7
+10.7 +11 , 3
+10.7
+10.7
+10.6
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V.0i.
+'10. 6
10' CONSTRUTION
EASEMENT (A.F. NO.
8308260174)
1Es-T=F,51 sm\II§n ceciter
T4ts-t P4 Loca+�oc-%�AcQn
CanciWions (zoomftA. tf)
ILDINGN
ERHANG
+10.4
ASPHALT PAVEMENT
TP-1
+10.0
01 lesi-"P�+ Loc4%bn
-b
7
ml ON!
SOUND-iRANSI't
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PERMIT�
I PARKINGPLAN, I"- 3(r A1.0
M
Earth Solutions NW TEST PIT NUMBER TP-1
1805 136th Place N.E., Suite 201 PAGE 1 OF 1
Bellevue, Washington 98005
Telephone: 425-284-3300
CLIENT Nicholas Echelbarger PROJECTNAME SalishCenter
PROJECT NUMBER 2731 PROJECT LOCATION Edmonds. Washinqton
DATE STARTED-3/5/13 COMPLETED 3/5/13 GROUND ELEVATION 12.5 ft TEST PIT SIZE
EXCAVATION CONTRACTOR ESNW Rep GROUND WATER LEVELS:
EXCAVATION METHOD AT TIME OF EXCAVATION ---
LOGGED BY HTW CHECKED BY HTW AT END OF EXCAVATION
NOTES Dep!t�qf Asphalt 4" AFTER EXCAVATION
uj
(L
LU
uJ m
M
TESTS
0
MATERIAL DESCRIPTION
W
-j
2 z
0
(Rock Subgrade)
Blue silty SAND with gravel, medium dense, wet
-observed sidewalls stable, firm
SM
MC 11.00%
Fines 11. 10%
[USDA Classification: very gravelly coarse SAND]
6.0 6.5
Test pit terminated at 8.0 feet below existing grade. Groundwater seepage encountered
at 5.0 feet during excavation.
Bottom of test pit at 6.0 feet.
Earth Solutions NW TEST PIT NUMBER TP-2
805 136th Place N.E., Suite 201 PAGE I OF 1
Bellevue, Washington 98005
Telephone: 425-284-3300
CLIENT Nicholas Echelbarger PROJECT NAME SalishCenter
PROJECT NUMBER 2731 PROJECT LOCATION Edmonds, Washington
DATE STARTED 3/5113 COMPLETED 3/5/13 GROUND ELEVATION 12.4 ft TEST PIT SIZE
EXCAVATION CONTRACTOR ESNW Rep GROUND WATER LEVELS:
EXCAVATION METHOD AT TIME OF EXCAVATION
LOGGED BY HTW CHECKED BY HTW AT END OF EXCAVATION
NOTES Depth of As halt 4" AFTER EXCAVATION — — ----
W
CL
(wr
W
W
-j
TESTS
(6
CL 6
MATERIAL DESCRIPTION
a.
z
-j
in
Gray to blue silty SAND with gravel, medium dense, wet
-observed sidewrafls stable, firm
MC 10.90%
SM
Fines 15.10%
[USDA Classification: gravelly loamy SAND]
5
6.0 6A
Test pit terminated at 6.0 feet below existing grade. Groundwater seepage encountered
at 4.0 feet during excavation.
Bottom of test pit at 6.0 feet.
Eadh Solutions NW GRAIN SIZE DISTRIBUTION
1805 - 136th Place N.E., Suite 201
Bellevue, WA 98005
Telephone., 425-284-3300
CLIENT Nicholas Echelbarper PROJECT NAME. Salish Center
PROJECT NUMBER ES-2713 PROJECT LOCATION Edmonds
WON M.
off
GRAVEL
SAND
COBBLES
SILT OR CLAY
coarse fine
coarse medium
Classification
TP-1 4.Oft.
Very Gravelly Coarse Sand, USCS: SM
TP-2 3.Oft.
USDA: Brown Gravelly Loamy Sand, USCS: SM
TP-1 4.0%
A';
-i4
U Q'i C, ri p e 0
n' On st Mulllu 't 5
h
I , L
Wo6dw�y dWoodway, -'IZI
4.
e
-6-TA
40 -'v
x to
B-1 -91 -1-91 Landau (1991)
B
10,
B-1-80 RZA (1981)
10, - Depth to top of
bearing stratum
F. it a 1C
B-1 -80
22'
L
Z Z
0
7
z
0
-B-2-91
B- -80
17'
i
n I I I
B-3-91' ....
10,
"1 1-7
1\13-3-80
X
18'
z
CL
z
FbnGE@
Salish Landing
Site Improvements
SITE EXPLORATION PLAN
I N C 0 R P 0 R A T N 0
Edmonds, Washington
Project No.
Figure No.
13-063
2
-7
STANDARD
PENETRATION RE.SISTANCE
SOM DESCRI,PT,1014
A Blows per toot
(146 lb. hatnaler, 3V drop)
a
Surface, Elevation:
10 20,
30 40
2" Asphalt
10" Loose, brom-n-sa,nd (HILL
Medium dense to loose, saturated, gray,
....
. ......
5
slightly silty, medium to coarse sand
...
...
......
P
.. . .
-10
Interbedded, very soft, brown peat and
1 oose, saturated, �gray, si lty, fine to
medium sand
......
....
-P
-20-
Dense to very de,nse., saturatedi gray-brownt
silty .5and and gravel
Borihg complete a*t 31-5 feet
-35
IAO
June 2 5, 19-80 , ,
LEGEND W a t c. r C,-..-,, tv r. t
T -2.-0,, 0.0. Oplit iainplelr '�'2-rple rot -recovered
3.0,, O.D. undis'--.rbed �,4:rpl�r Plezerne I ter tio Ed,,-.iond-s S.h,bpping Center
P Sa.�jplcr p-38hid Wa , ter level LOGr OF BORVIG INIO
Atterberg firills: -80
Llq-jid limit WI-3355
11IN-ril ��Ier content
R.ITTE.N'HGTj,SE�-ZEMA!Fig. 3
Plurtic Limit AND' G
EMS ENGI!
LE—GEN-D
2.0" O.,D. SOU famp!,i
r C2�plc- no' recci,cred
JT �.d-oo.-D. szm;par J Pipzonletptr
p v r p e level
W;, it 7
AlicrLcrg hm,'Is: Ll.vid, lImIt
Nal---rO u-;tcr conlent
�a�r.lc MrMt
June, 25, 193, 0
q 'A'a - c r C,;;.n! e nt
cdinqhds� Sh-oppinq Center
�-cy,J4 OF Boal.", "s
G 01 2-2 -80
';,I- S 355
R I T T TE �,Tlli 0 U S E-ZENIAN Fig. 4
SOMS ENGINEEWNG GEC
14 .
SOM DESOUPTION
i Elevation:
5" Asphalt.
Loose. grgy, medium to coarse sand (Fill)
U-00se, saturated, grey, silty sand (Fill-?)
5 Interbedded, very soft, brown peat, loose
to medium dense, saturated grey, fine to
me�ium sand
10
15
20
25
a
35
40
Dense, saturated, grey"brown, silty sand
and gravel
Boring complete at 24.0 feet
-O.D. apt tzr-,p:er C.arr.p*.#- r.��A iccc-vered
3.6-0. D. ur.dig,._rbed Piezorr.el,r tip
P W'ater level
vater CC-:*.!f'r.'.
Plairic Urnit
I
STANDARD
PEYETRATION RESISTANCE
A Blows Per toot
M P)
Zj (140 lb. h2, m.er, 30" dro
0
C!:
0 .10 20 30 40 5.(
.. ......... ....
.... .... ......... ..... ...
... . ... .. ...... ......... ... ..... .. ......
........ .......
... ....... . ...... ..
.. ...... ..
.. ... ..... ....... ........
...... ... .... .......
. .........
.... .... ...
. ..... ....
......... .
.... .... ......
.... ........
. .. ... . . ......... ..
........ ...
. .. .... . . .... ....
... . .. ..... ...
..... . ...... ......... ..... ....
. ......... .. ......
.. ....... .
......... ..
7*7 777
June 25, 19,12.0 0 TA'.t!f.-r Crwent
Ediwds shopping ceht.e.r
LCt* OF %,'0. B-3 -80
RIT,rE,�.rF.o'G,8F,- riu'iii 41g_75F.
SO r— S. r N G I NI: E: P.] NG. A N'D. G '-':'0.:.
I Bodjng 1 -91
Approximate Elevation 15 Feet. -
Sol
c4assification
Sample
Blows
Depth
(feet)
System
Symbol
Description
Interval
(feet)
per
14604a)
r asphalt
0.1-7.6 .
SIJI/GM
Medium brown and'gray., fine,to coarse SAN() yvhh
2.5,',4.0
23,
gravel and silt, and f1he. to qoarse.dAA�EL with
sand and sill (medium dense, moist) (till,
7.5-10.0
MIJOL
Dark.brown to medium gray -brown SILT with
7.S-9.0
1 foe Ir
organics and reWs, and organic SILT (very soft,
moist)
10.0-17.5
SP
Gray, medium to coarse SAND with gravel
12.5-14.9
38
(medium dense to dense,- wet)
17.9-19.6 GO Gray. fine to coarse I GRAVEL with sand (dense to 17.5-0.6 52
very dense. wet)
8�rl ' ng completed to 19.0 ft on W19.191.*
Groundwater encountered ad time of drilling at 9.0 ft.
Boring 2 -91
SoV
CAassificatio.in
Depth System
(feet). Symbol Description
Approxitnate Elevation 15 Feet
Sample Blows
Interval per
(feet) Fi6ot(a)
20 asphalt
0.1-4.S SMIGM Medium brown. to gray, silty fine to coarse SAND
2.5-41.0
12
with gravel and sifty fine to coarse GRAVEL With
sand (medium dense, moist to wet) (fill.)
4.5-8.5 OL/PT -Dark brown tobrown-black, organic SILT and
PEAT (Very soft moist)
8.5-14.0 ML/01. Dark brown SILT with organics Interlayered with
12.5-14.0
1 for 18*
thin layers of gray, fine'to coarse sand; sandier
lm4ards. base, gradational oanta6t (very soft, rhoisQ
14.0-18.5 SP Gray, medium t.6 coarse SAND with gravel and
17.5-19.0
21,
trade sift (medium dense, wet)
18.5-22.5 Gray., silty. fine SAND with gravel (medi.um dense.
2 1.0-22.5
40
16 dense, moist) (till).
Boring -completed -to 2Z-15 ft on 7./1 W911.
Groutidwalot en�oUriter4d' 61 timed drilling at 14.0 ft.
(a) Blow's required to drive 2.04nch 00 spik-barrel sample I footwith a hammer weight of 14a pounds and
�w
a stroke of 30 Inches'.
LANDAU ASSOCIATES, INC.
Log of Borings
7 Fig. 6
Bodng 3 -91
NVroximale Elevwjd� 16 Feet
Sd1I*
dalss*Wlion�
Sample,
Bk),%"
System
Interval
p . Or
(feet) ti4ol.' Oes'dription.
0000
voof(s)
T.asphaft
6.2-4.5 SMIGM Medium bmwn. to gray, line to co-Ar s'e,SAND
4!�-4V
8
�Nfth gravel 4ndPlIty tine td�cdarse GRAVEL whk
send (Ioosej 000to, Wet) (fiq
4.54.6 MUOL �kj m brown and dark-lb"I SILT iWdh qtganics,
7A�O. -
.0
1t43aW,reb0s. and organic SILT (very soft to
soft. m6kt)
.9.5-&0 SW'/'GW Dark 9*, fine to coarse SAND with gravel . Afid
12.5-14.0
87,
sandy fine to b ' oarse GRAVEL *Ath fracesift,(dense
17-5�1p.p
50 for W
to Very. don".. Wet)
22.0-23.0 SP/SM ey, mOd um to coarse SAND with gravel'gra4ing
22.5-23.6'
50 for 5"
to gray. fiift6 lo medium, SA14D with A and gravel
(very-denslab thdist) 010
Test ph completed to 23.0 It on .7/15191,1
GrOuMwatait encowitered at time bf dri'llihoat q:ft
(a) 1116W6 required to drive 2.6-IrIch OD sprit -barrel saimple I foot w h he:
it, o._ mmer wolght of 140 pounds And a
stroke of 30 Inches.
LANDAU ASSOCIATES'- INCO
Ld df BO
g rings
Fig. 7
9--e,,2 / 3 -0 / q�
April 25, 2013
File No. 13-062
Mr. Nicholas Echelbarger
Salish Landing LLC
22833 Bothell Everett Highway #207
Bothell, WA 98021
r-bnGE@
1 0 C 0 R P 0 0 a T 0 0
G'ot"hnical a Earthquake
Engineering Consultants
RIESUS
APR 2 9 2013
SU'LDING DCPArjTIW
CITY OF EE)MON 46NT
0S
Re: Salish Landing
Walkway, Deck & Planter Foundations
Salish Landing
Edmonds, WA FIL
Dear Mr. Echelbarger,
This letter presents geotechnical recommendations for the design of sidewalks, decks,
and landscape planters for your site improvements at Salish Landing on the waterfront in
Edmonds.
Salish Landing was formerly the Edmonds Shopping Center. The property is located on
the northeast comer of the intersection of Sunset Avenue and Dayton Street (see Fig. 1).
The shopping center was reportedly built in 1966 and the buildings were supported on
piles with lengths on the order of 10 to 23 feet. Soils underlying the site of the shopping
center include highly compressible peat that has contributed to as much as 3 feet of
differential settlement between 1966 and 1980 when 3 geotechnical borings were
advanced at the site to provide recommendations for building improvements. The
locations of these borings, B-1-80 thru B-3-80, are shown on Figure 2 along with our
estimates of the depth to the top of the soil bearing stratum. Additional borings were
drilled at the site in 1991 in conjunction with other improvements at the shopping center.
The locations of these borings are also shown on Figure 2 as Borings B-1-91 thru B-3-91
and logs of all borings are presented in Figures 3 thru 7.
Based on our review of the existing borings logs as well as our reconnaissance of the
exiting conditions at the site, settlement and maintenance of the parking lot will be a
3213 Eastlake Avenue East Suite B
Seattle. WA 98102-7127
T (206) 262-0370
F (206) 262-0374
Page 2 of 2
April 25, 2013
Salish Landing Improvements
chronic nuisance with each lift of fill and new asphalt inducing additional settlement of
the peat where settlement may continue for decades. Consequently, long,term settlement
must be anticipated for any structure, including the paved parking areas that are not
supported on piles. Settlement in the parking areas will also affect site utilities and may
result in breaks of water service lines as well as breaks and sags in sewer lines.
Additionally, it appears that the augercast pile supported sidewalk on the east side of the
former Safeway building had settled about 6 to 8 inches. This sidewalk, however, has
been demolished as part of the proposed site improvements.
Because of the settlement prone soils underlying the site, we recommend that the new
sidewalks, decks, and landscape planter structures be supported on 3 inch diameter pipe
piles that are driven to refusal in the underlying competent glacially consolidated soils.
Detailed design recommendations are as follows:
Pile Capacity - The number of piles required depends on the magnitude of the design
load. An allowable axial compression capacity of 6 tons may be used for 3-inch diameter
piles with an approximate factor of safety of 2.0. Penetration resistance required to
achieve the capacities will be determined based on the hammer used to install the pile.
Tensile capacity of pin piles should be ignored in design calculations.
It is our experience that the driven pipe pile foundations should provide adequate support
with total settlements on the order of V2-inch or less.
Pin Pile Specifications - We recommend that the following specifications be included on
the foundation plan:
1. 3-inch diameter piles should consist of galvanized Schedule-40, ASTM A-53
Grade "A" pipe.
2. 3-inch piles shall be driven to refusal with a minimum 650-lb hydraulic hammer.
The driving criteria will be determined based on the actual hammer size selected
by the contractor, and a static load test program (see discussion in Item 3).
3. At least 3% (but no more than 5) of the 3-inch pin piles should be load tested. All
load tests shall be performed in accordance with the procedure outlined in ASTM
DI 143. The maximum test load shall be 2 times the design load. The objective
of the testing program is to verify the adequacy of the driving criteria, and the
efficiency of the hammer used for the project
4. Piles shall be driven in nominal sections and connected with compression fitted
sleeve couplers (see detail below — Courtesy of McDowell Pile King, Kent, WA).
We discourage welding of pipe joints, particularly when galvanized pipe is used,
as we have frequently observed welds broken during driving.
13-063 Salish Crossing.doex PanGEO, Inc.
Page 3 of 3
April 25, 2013
Salish Landing Improvements
Pipe I.D.
1% 7,106, 000
New Steel Pipe Section
19, to 18,
1 1W to 2" wide X-Strong Steel Ring
114- filet welded to pipe sleeve
Driven Steel Pipe Section
Beveled End to aid insertion
As required for this type of construction, the geotechnical engineer of record or
his/her representative shall provide full time observation of pile installation and
testing.
The quality of a pin pile foundation is dependent, in part, on the experience and
professionalism of the installation company. We recommend that a contractor with
experienced personnel be selected to install the piles.
Lateral Forces - Lateral capacity of vertical pin piles should be ignored in design
calculations. Some resistance to lateral loads may be accomplished by battering the piles
to a slope of 3(H): 12(V), or steeper.
Grade BeamtPile Cap Embedment - We recommend that the grade beams and pile caps
located around the perimeter of the structure be embedded such that the bottom of the
grade beam is at least 12 inches below the adjacent ground surface.
Estimated Pile Length - The required pile length in order to develop the recommended
pile capacity may vary depending on the actual subsurface and driving conditions
encountered. For planning and cost estimating purposes, we estimate that an average pile
length of about 30 feet will be needed.
Obstructions - Obstructions may be encountered during pile driving. Where possible, the
obstructions should be removed to facilitate the pile driving. If obstructions cannot be
removed, the structural engineer of record should be notified to revise the pile layout to
accommodate the adjustment.
We prepared this report for Salish Landing LLC and the project design team.
Recommendations contained in this report are based on a site reconnaissance, a review of
pertinent subsurface information, and our understanding of the project. The study was
performed using a mutually agreed -upon scope of work.
13-063 Salish Crossing.docx PanGEO, Inc.
Page 4 of 4
April 25, 2013
Salish Landing Improvements
Variations in soil conditions may exist between the locations of the explorations and the
actual conditions underlying the site. The nature and extent of soil variations may not be
evident until construction occurs. If any soil conditions are encountered at the site that
are significantly different from those described in this report, we should be notified
immediately to review the applicability of our recommendations. Additionally, we
should also be notified to review the applicability of our recommendations if there are
any changes in the project scope.
The scope of our work does not include services related to construction safety
precautions. Our recommendations are not intended to direct the contractors' methods,
techniques, sequences or procedures, except as specifically described in our report for
consideration in design. Additionally, the scope of our work specifically excludes the
assessment of environmental characteristics, particularly those involving hazardous
substances. We are not mold consultants nor are our recommendations to be interpreted
as being preventative of mold development. A mold specialist should be consulted for all
mold -related issues.
This report has been prepared for planning and design purposes for specific application to
the proposed project in accordance with the generally accepted standards of local practice
at the time this report was written. No warranty, express or implied, is made.
This report may be used only by the client and for the purposes stated, within a
reasonable time from its issuance. Land use, site conditions (both off and on -site), or
other factors including advances in our understanding of applied science, may change
over time and could materially affect our findings. Therefore, this report should not be
relied upon after 24 months from its issuance. PanGEO should be notified if the project
is delayed by more than 24 months from the date of this report so that we may review the
applicability of our conclusions considering the time lapse.
It is the client's responsibility to see that all parties to this project, including the designer,
contractor, subcontractors, etc., are made aware of this report in its entirety. The use of
information contained in this report for bidding purposes should be done at the
13-063 Salish Crossing.docx PanGEO, Inc.
Page 5 of 5
April 25, 2013
Salish Landing Improvements
contractor's option and risk. Any party other than the client who wishes to use this report
shall notify PanGEO of such intended use and for permission to copy this report. Based
on the intended use of the report, PanGEO may require that additional work be performed
and that an updated report be reissued. Noncompliance with any of these requirements
will release PanGEO from any liability resulting from the use this report.
Please call if there are any questions on this letter.
Sincerely,
W. Paul Grant, P.E.
Principal Geotechnical Engineer
Attachments: Figure I —
Vicinity Map
Figure 2
— Site Exploration Plan
Figure 3 —
Log of Test Boring B-1-80
Figure 4 - Log of Test Boring B-2-80
Figure 5 —
Log of Test Boring B-8-80
Figure 6
— Log of Test Borings B-1-91 and B-2-91
Figure 7
— Log of Test Boring B-3-91
13-063 Salish Crossing.docx PanGEO, Inc.
-41.
Ole r- LJV
SEP 112014
A.
City of Edmonds DEVELOPMEW SERVICES CTR.
C11Y OF EDMONDS
Traffic Impact Analysis Worksheet
"C' lig"
Name of Proposed Project: Scratch Distillery
Owner/Appticant
Kim & Bryan KarTick
Name
9205 Park Road
Street/Mailing Address
Edmonds, WA 98020
city State Zip
Telephone: 425 442 7306
Applicant Contact Person:
Mark Ward - Urbanadd Architecture + Design
Name
1936 First Avenue South
Street/Mailing Address
Seattle, WA 98134
City State Zip
Telephone: 206 274 8020
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Contact Name
Telephone: E-mail:
THRESHOLD LEVELS OF ANALYSIS
T
to CID—, 11040
_1!&D*GGtT_
1. Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Checklist)
11. more than 25 peak -hour trips generatect
All sections
1. PROJECT DESCRIPTION
a. Location- Street address: 190 Sunset Avenue, Edmonds, WA 98020
(Attach a vicinity map and site plan.)
b. Specify existing land use: Shopping Center
c. Specify proposed type and size of development: Tenant Area - 2,885 Square Feet
(# of residential units andlor squarefootage of building)
Revised on 6124110
E82 - Traffic Impact Analysis Worksheet
Page I of 5
d. Date construction will begin and be completed: October 01, 2014 - January 2015
e. Define proposed access locations: Existing curb cuts to existing parking from Dayton Street and Sunset Ave.
f. Defte proposed sight distance at site egress locations: Existing to remain the same.
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Gener ation Table:
Land Use
Daily (ADT)
PM Peak -Hour
Trips
IN
OUT
b. Proposed Project Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (ADT) IN OUT
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
/PM Peak -Hour
Trips
IN
OU
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of 5
f
J. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require
trip distribution to be determined through use of the City traffic model.'
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer
Existing Conditions
LOS
Delays
Year of Opening
LOS
Delays
Five Years Beyond Change of
LOS]
Delays]
F
Land Use
c. Describe channelization warrants:
(Attach stripingplan.)
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50%
95%
Existing Conditions
Year of Opening
Five Years Beyond Change of
Land Use
e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
f. Summarize local accident history2 (only required for access to principal and minor arterials):
' Available upon request at City of Edmonds Development Services Department
2 Available upon request at City of Edmonds Police Department
Rei,ised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5
5.' TRAFFIC VOLUMES
Provide the following and other planned development traffic within the city.'
a. Describe existing ADT and peak -hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE (LOS) ANALYSIS
a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. Other C.ity-planned developments' must also be factored into the
LOS calculations.
LOS
LOS
Existing Conditions
Existing
Delays
Year of Opening
With Project
Without Project
Five Years Beyond Change of
With Project
I
Without Project
Land Use
I
I
I
b. Note any assumptions/variations to standard analysis default values and justifications:
1 A list of planned developments are available at the City upon request for public records
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of 5
�7' MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
El CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfp, etc.
New Use X
Prior Use s X
New Use Fee: $ Prior Use Fee: $
0 NEW DEVELOPMENT
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfb, etc.
New Use
X OTHER
NO CHANGE IN USE
$ 1 X
Fee
MITIGATION FEE RECOMMENDATION:
$
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee
TOTAL TRAFFIC IMPACT FEE
$ 0.00
ChyVf7f%m6nds, Engineering Division Approval Date
No impact. fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5
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90 3 5 N. E. 41 ST. BELLEVUE, W A S H I N G T 0 N
September 6, 1966
City of Edmonds
Civic Center
5th North at Edmonds Street STREET FILE
Edmonds, Washington
Subject: H. A. Parker Development Co., Inc.
Application for vacation of James
Street - Front Street to Railroad
Avenue
Atteation: Leif Larson, City Engineer
Gentlemen:
In confirmation of our verbal understanding with your City Engineer the H. A. Parker
Development Co.., Inc. hereby withdraws its application for the vacation of the subject
street areas.
After discussing the problem with Mr. Larson, we have been convinced that a program
wherein we would pave the subject areas at our own expense to city specifications,
and use the space for parking under a "use permit" would be more in keeping with the
policies of the city. We understand that though the street is at present unimproved,
there may at some future date be a need for such a street in the event that the
Great Northern roadbed is used for rapid transit.
We therefore apply for a "use permit" for utilization of the subject street areas
for parking attributable to our shopping center adjoining. Conditions of such permit
would be that we improve the property at our own expense, provide replacement parking
in the future an our other property if full street improvements are deemed.necessary
by the city, and maintain and sweep the properties under the "use permit" in the
interim.
We wish to express again our appreciation for the fine cooperation we have received
from all departments of administration for the city of Edmonds in the development of
the Edmonds Plaza shopping center and hope that the withdrawal of our vacation peti-
tion in favor of the "use permit" approach to our desire for additional parking will
be acceptable to the City Council.
Sincerely,
H. A. PARKER DEVELOPMENT CO., INC.
By:
cc: Sparkman & McLean Co. _119omas E. Dunstan, their
ALIthorized agent
i
�.zUITCLAIM EED
J
H.A. PARK[ -LOPME
R DEVE 'NT C 0 M PA N Y �NCORPORAIU)
The
..................................................................................................... .............
...........................
for the consideration of ............... M"..v a b!a de. r ime.d.,.
the receipt of which is hereby acknowledged, and also of benefits to accrue .... ........ them
relocating their ---------- _ .................. by reason of laying
il out and "=9HPO4 a public road through .................................. property, and which is hereafter described, do ...... convey,
release and quit -claim to the City of Edmonds, State of Washington, for the use of the public forever, as a public road
and highway, all interest in the following described real estate, viz:
A portion of Government Lots 2and 3, Section 23, T27N, UE, W.M.,
more particularly described as fol.l.ows:
Commencing at the intersection of the north line of Dayton Street
with the west line of the SE'l/4, SE 1/4 of said Section 23, T27N,
RHI W.M.; thence S 89055'00" W, along said north margin of Dayton
Street, 45.00 feet to the point of beginning; thence N 000710011 W,
parallel to the west line of sa * id SE 1/4, SE 1/4, Section 23, a
distance of 125.74 feet to the beginning of a curve to the right,,
having a radius of 570.00 feet and a central angle of 2900810011
thence northeasterly along the arc of said curve, a distance of
289.83 feet to an intersection wit,� the easterly margin of Front
Street (as deeded to the City, 0 f E6onds by deeds filed for record
under Aud.�torls I"ile No.'s 715333 a6d,,725561); thence S 29001.10011 W,
along said easterly margin of Front St'reet, 268.33 feet to the
intersection of a curve to the left (center point which bears
S 86011'32" E); thence southerly along the arc of said curve, having
• radius of 630.001, and consuming a central angle 'of 305512811,
• distance of 43.151; thence S 0007100" E, 125.701 to the north
margin of Dayton Street; thence N 8905510011 E, along said north
margin of Dayton Street,, 60.00 feet to the point of beginning.
FILE
S7
situated in the County of Snohomish, State of Washington.
The Grantor.... hereby agree.... and consent .... to the establishment of said road as surveyed and of record in the
City of Edmonds Engineer's office as Survey No ........... .......... and to the perpetual maintemince of the stl-,Ic as a Cil
Street, and waive.... all claim ior damages of whatever kind which may be occasioned to adjacent land by the location,
es
tablishment, construction, drainage and mainfenance of said street, and agrees and consents to the right of the City, to
make all necessary slopes for cuts and fills Aenever they extend beyond the right-of-way line, upon above mentioned
street, all in conformity with standard praAi&� of City street construction, and to the same extent and purpose as if
the rights herein granted had been acquire� condemnation proceedings under Eminent Domain Statutes of the State
nY
ofWashington . ........ ............................. . . I ..........................
............ ............... .......................
Said covenants shall run with thAAnd and'be binding upon the grantnr...., ... ..... .......................... successors or assig . ns.
Datedthis ........... .......... .................... day of ....... A.D.,
PARKER DEVELOPMENT C INC.
........ . .... ..... .... .. ... ..... .......
..................... ........ .. .. .. ... ...... ..................... .......... .
. ............
....... ..... 7 ....... .....
Sec.
SCALE: I" . 50.001
MARCH 30., 1966
ILE
STREET K_
DESCRIPTION SKETCH FOR: CITY OF EDIADNDS
PARCEL "A"
A PORTION OF GOVERNMENT LOTS 2 AND 3., SEC. 23,,
T27N, RX, W.M., BEING A PORTION OF FRONT STREET AS
DEEDED TO THE CITY OF EDMONDS BY DEEDS FILED FOR RECORD
UNDER AuoITOR's FILE No.'s 715333 AND 725561) AND MORE
PARTICULARLY DESCROISED AS FOLLOWS: BEGINNING AT THE
INTERSECTION OF THE WESTERLY MARGIN OF FRONT STREET WITH
THE NORTH MARGIN OF DAYT ON STREET; THENCE N 89*55100"E,
ALONG THE NORTH MARGIN OF DAYTON STREET EXTENDED EASTERLY
68.67 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF
FRONT STREET; THENCE N 29*01'00"E, ALONG SAID EASTERLY MARGIN
or FRONT STREET, 193.21 FEET TO THE INTERSECTION OF A CURVE
TO THE RIGHT (CENTER POINT WH&CH BEARS S 86011132"E); THENCE '
NORTHEASTERLY ALONG THE ARC OF SAID CURVE.11 HAVING A RADIUS OF
630.00 FEETP AND CONSUMING A CtNTRAL ANGLE OF 25*12132", A
DISTANCE OF 277.19 FEET TO AN INTERSECTION WITH THE WESTERLY
MARGIN OF FRONT STREET; THENCE S 29*01'00"W, ALONG SAID WEST-
ERLY MARGIN OF FRONT STREET., 494.93 FEET TO THE POINT OF BE-
GINNING.
PARCEL "B"
A PORTION OF GOVERNMENT LOTS 2 AND 3., SECTION 23, T27Ns
R3Ep W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF
DAYTON STREET WITH T"HE WEST LINE OF THE SE�, SE%,L OF SAID
SECTION 23, T27N, R3EO W.M.; THENCE S 89*55'00"W., ALONG
SAID NORTH MARGIN OF DAYTON STREET, 45.00 FEET TO THE POINT
OF BEGINNING; THENCE N 0"'07100"w, PARALLEL TO THE WEST LINE
OF SAID SE-4L, SE-4L, SECTION 23, A DISTANCE OF 125.74 FEET TO
THE BEGINNING OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
570.00 FEET AND A CENTRAL ANGLE OF 29*08100"; THENCE NORTH-
EASTERLY ALONG THE ARC OF SAID CURVEO A DISTANCE OF 289.53
FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF FRONT
STREET (AS DEEDED TO THE CITY OF EDMONDS BY DEEDS FILED FOR
RECORD UNDER AUDITOR'S FILE No.'s 715333 AND 725561); THENCE
S 29*01'00"Wp ALONG SAID EASTERLY MARGIN OF FRONT STREET,
268.33 FEET TO THE INTERSECTION OF A CURVE TO THE LEFT(CENTER
POINT WHICH BEARS S 86*11132"E); THENCE SOUTHERLY ALONG THE
ARC OF SAID CURVE, HAVING A RADIUS OF 630.001.10 AND CONSUMING
A CENTRAL ANGLE OF -3*5.5128" '
-, A f)!-5TA_MCS-0F
THENCE S 0*07100"E,, 125.70' TO THE NORTH MARGIN OF 2__
DAYTON STREET; THENCE N 89055100"Eo ALONG SAID G.L. 3
NORTH MARGIN Oi DAYTON STREET, 60.00 FEET TO THE
.
POINT OF BEGINNING.
A
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92.58
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Irv- 'q
;AOLVED
Sign Type: A2.1
overall Height: 151-011
Overall Width Front View: 4' - 6 7/8"
Overall Width Side View: 4' - 3 17/32"
Weight: 386.5 lbs
See liages PD-1.8—PD-1.9 for Construction Details
See Pages LT-2 for Template Layouts and Colors
Tramit "I" anti rvmhnlr. tn hp nrnvidpd a-,
Designers: TwoTv*tve Flarakara Inc - Maes:ii Design Inc - Jon Bentz Design 0 Sound Transit 2004
S Y S T E M - W I D E
SIGNAGE
Design Manual
M;r-rs'N
SOUNDTRMSff
Sign Elevations
STATION
IDENTIFICATION
A2.1 Transit Beacon,
Minor—Unk
CITY OF EDMONDS
BUILDING DEPARTMENI
WORK_P
2 � 0% 9 -,-! �/,!! 5 U /
ADDRESS_ 9-.W 4!F
OWNER
APPROVEDDATE.-
BLDG. OFFICIAL,
PERMITHUMBER
Not For Construction
Not To Scale
Sound Transit managirment
&maw responsib&tyfor aU J; U i�']
sign ymbols, mersages and
conment within the system GITY OF EI)NUNDS
spa
FILE
24" dia.
1'4 1/4" dia.
7- ----d 11 /16"
11/16" . 5 5/g- jr)
— -------------
--------
A Vertical Support
5" schedule 40 aluminum pipe into
—
Base and secured with Set Screws,
3 Set Screws
112-13 x 3/4" stainless steel socket
10
set screws secured with Lock-Tite.
C Large Base CO-9 (see CP3.0)
ACast aluminum base with four (4)
slotted holes for anchors, paint
Metallic Silver P8.
Anchors
Four (4) 3/4" dia. x 24" min. embed
anchor baits set with template
(DRebar
(3) #3 hoop ties @ 4" o.c.
(6) #4 vertical ties
Vertical Section View / A1.0, A1.11, A2.0 & A2.1 Drilled Footing
*ie1/2- = 1 -.0"
C?
24" dia.
V-4 1/4, dia.
. 7- _
11/16". 5 518" ID- 11/16"
IN
:8) Vertical Support
5" schedule 40 aluminum pipe into
Base and secured with Set Screws
Set Screws
1/2-13 x 3/4" stainless steel socket
set screws secured with Lock-Tite.
C
Urge Base CD-9 (see CP3.0)
A
Cast aluminum base with four (4)
slotted holes for anchors, paint
Metallic Silver P8.
Anchors
Four (4) 3/411 dia. x 91 min. embed
anchor bolts sL t with template
@ Rebar
U.
(3) #3 hoop
ties 0 4" o.c.
--(6) #4
vertical ties
24" dia.
11/1 7- 1/16'
rn--\ Vertical Section View I A1.0 & A1.1 Second Palo Drilled Footing Plan View/ Al. . 0, A1.1, A2.0 & A2.1 Drilled Foobng
'4 . Scale: 11/21, = 11-011 \!�/ Scale: 11/2" = 1'-0"
mrr-i'm
SouNDIRANSIT
January 29,2002
0 A T E
,L July 29, 2003
February 7, 2004
ZL
R E V I S 1 0 N S
[ ]Approved .
Approved with changes noted
CUSTOME R SIGNATURE
0 A T E
Sign
Production
Drawings
A1.01 AU I
A2.0 &
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A2.1
Drilled Foundati Ju-,'j - 7 am
Detail C-pi.
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[REVISION
JUN 2.12013
WILDING DEPARTMENT
CITY OF EDMONDS
OWNERICONTRACTOR IS RESOPONSIULt WK JUN 2 12013
EROSION CONTROL AND DRAINAGE
BUILDING DEPARTMENT
CITY OF EDMONDS
1 2 3 4 5 6
1 11 9 10 11 12 13 14 15
16 17 111 19
20 21
1 1 1 1 1 1
1 L
RAINGARDEN, TYP. SEE CIVIL
ENGINEERING PLAN FOR
DETAILS
j
24'
to
1 2 3
8
>
>
APPROVED AS NOTED
BY ENGINEERING
Date:
65,r, 640t, elRNS r,09-
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61(�J 0944tV67 P44ffTlIV677 4-F'� A?191AI
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APPROVED BY PLANNING
4;" Vt�
A '66�� 5- ( 2
1 1 LANDSCAPE PLAN 1" =-20'
-3
............. -------- ...... - ...............
BUILDING A
AREA FOR FUTURE TE14ANT
PLANTiNGS
2 1 3 1 4 1 5 1 6 7 1 8 9 1 1.0 0 11
2 1 3 4 1 1 6 7 8 9 1 10 1 11
�Pll'
EXISTING STREET TREES TO
REMAIN ALONG DAYTON
STREET, TYP PROTECT IN PLACE
FUTURE MONUMENT SIGN
(SEPARATE PERMIT)
i `0
1 2 3 4 1 6
1 2 3 4 5
2 1 3 1 4
1
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BUILDING B
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4
3
X\11� I -
I . SEE SHEET LI.2 FOR PLANTING
SCHEDULE AND NOTES.
TREET FILE
0 20' 40
1 1 1 1 1 1
Karen Kiest �
Landscape Architects
I I I west john street suite 305
Seattle washington 98119
tel 206 323 6032
IT�ll C,
-SHIllG70N
W-NSM
T
LICENS.- NO 850
Expl ;ES CH i 2/;0/2Cl3
REVISION
APR 18 2013
BUILDING DEPARTMENT
NO. DESCRIPTION DATE
REVISIONS
PE10JECT NO: SALI
D.'T'. -04-11
2013
DRAWN BY: SR
APPROVAL: KK
Sallsh Center
190 Sunset Ave S
Edmonds Washington
98020
LANDSCAPE
PLAN
PERMIT
SHEET NO:
EXISTING PLANTING TO REMAIN,
PROTECT IN PLACE
PLANTING SCHEDULE
SYMBOL BOTANICAL NAME/COMMON NAME SIZE
QfT_TREE IE E E ED FROM CITY OF EDMONDS STREET TREE PLAN
SPEC SS L CT
AC E, ' UBU- 'BOWHALL'/ BOWHALL MAPLE 3" CAL.
EXISTING AC ER RUBRUM EXISTING RED MAPLE, PROTECT IN PLACE NIA
P �GL T TREES
CONDITION SPACING OTY
B&B PER PLAN
EXISTINGTO PERPLAN
REMAIN
PARROTIA PERSICA VANESSA /VANESSA IRONWOOD 1-1/2"CAL. B&B
ACER GRISEUM / PAPERBARK MAPLE -1/2"CAL. B&B
I
MAACKIA AMU RENSIS / AMUR MAACKIA 1-1/2"CAL. B&B
10 SHPU BS
0 ARBUTUS UNEDO'COMPACTA'/ COMPACT STRAWBERRY TREE 5 GAL.
0 CORNUS SERICEA'KELSEYI'/ KELSEY DOGWOOD I GAL
9 LONICERA PILEATA / BOX -LEAF HONEYSUCKLE I GAL.
(D MISCANTHUS SINENSIS 'ADAGIO' / ADAGIO MAIDEN GRASS I GAL.
VIBURNUM DAVIDII/ DAV ID'S VIBURNUM 5 GAL.
C, BERBERIS THUNBERGII 'LITTLE PYGMY' /'LITTLE PYGMY'BARBERRY I GAL
GROUNDCOVER MIX:
EXISTING PLANTING TO REMAIN,
LIRIOPE SPICATA CREEPING LILYTURF (507
PROTECT IN PLACE POLYSTICH LIM MUNITUM SWORDFERN (50'/) 1 GAL
2 3 4 t, b 7 8
I GAL
RAIrjGARDEN MIX:
CAREX OBNUPTA / SLOUGH SEDGE I GAL.
7- 7-
=il —
<i<
:2.:2
1 I-LANDSCAPEPLAN V=20'
GENERAL PLANTING NOTES:
1. ALL PLANTS SHALL BE COMPATIBLE WITH THE CHARACTER AND CLIMATE OF
THE PACIFIC NORTHWEST. SHRUB� AND/OR GROUNDCOVER ARE REQ6IRED
TO PROVIDE 75% GROUND COVERAGE WITHIN 3 YEARS.
2 ALL PLANTING AREAS SHALL BE WATERED WITH AN IN -GROUND AUTOMATIC
I IRRIGATION SYSTEM.
3 LANDSCAPING AREAS SHALL CONTAIN AT LEAST 4" OF TOPSOIL AT FINISH
GRADE. 1
4 ALL LANDSCAPE AREAS TO RECEIVE MINIMUM 2" MULCH.
5 ALL PLANTING AREAS MUST HAVE COMPOST AMENDED SOILS PER CITY OF
EDMONDS STANDARDS.
6. ALL TREES AND LARGE SHRUBS ARE TO BE PLANTED AT LEAST 5'FROM ANY
WATER/SEWER LINES.
LANDSCAPE REQUIREMENTS
SCREENING & BUFFERING
I ALL PARKING LOTS ARE REQUIRED TO PROVIDE TYPE V INTERIOR
LANDSCAPING.
2 10'WIDE CONTINUOUS TYPE I LANDSCAPE BUFFER REQUIRED
WHERE ADJACENT TO SINGLE-FAMILY OR MULTIFAMILY ZONES.
3 3 WIDE CONTINUOUS TYPE III LANDSCAPE BUFFER REQUIRED
BETWEEN SIMILAR USE ZONES.
4. 4* WIDE CONTINUOUS TYPE IV LANDSCAPEING REQUIRED
ALONG STREET FRONTAGE WHERE PARKING LOT ABUTS STREET.
CONT
CONT
CONT
CONT
CONT
CONT
CONT
CONT
CONT
PER PLAN
PER PLAN
PER PLAN 7
36" O.C. (5
24" O.C. 4L(C
36" O.C. (S7
36" O.C. t37
36" O.C. 2,7S
24"O.C. 35'(
18-1 O.c. A 5
181, O.C.
18" O.Cl.
0. 20' 40'
Karen Kiest
Landscape Architects
I I I west john street suite 305
seattle, Washington 98119
tel 206 323 6032
ST�Tl C--
-SHING7014
LI-Ils-E)
LAN-- 1
ET
KO.E �_-. IKItST
EXPI;ES CN 12/;0/2CI3
REVI ee-4�, 0 (3 pA
APR 18 2013
BUILDING DEPARTMEN-r
CITY Cc E_:!yV.e)tq!)S
NO. DESCRIPTION DATE
REVISIONS
ff101 ECT NO� S�AJL"l
."'E.. 2 _.4.1,
DRAWN BY: SR
APPROVAL: KK
Salish Center
190 Sunset Ave S
Edmonds Washington
98020
LANDSCAPE
PLAN
PERMIT
SHEET NO:
#K L1.2.
-A
.5A-e-� 6-&C (:A4.
f AID 5' 6,11,Or 'OLAml , 6 Lo -z 0 13 01
11A
41�"- w"N
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A landscaping plan prepared in accordance with-ECDC 20.13.010
Vr- -e-- I must be submitted for approval prior to installation.
PPR ED BV-PLA/NYNG . 2, 0 4X:�111V 6
RECEIVED
ish
0 0 0 0 0 0 * 0 Ue--P9�.ZM * 0 0 0 0 0 0 0 0 0 0 0
F
SALISH CROSSING - Karen Kiest I Landscape Architects DEVELOPMENT SERVICES CTR- plan
STREET FILE CITY OF EDMONDS
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Existing parking is said to comply
per ECDC 17.50.010.C.2
SITE PLAN (REDUCED
SCALE: 1" = 80'-0"
RECEIVED
AUG 12 2014
DEVELOPMENT SEHviCES CTR.
CITY OF EDMONDS
T � MOM
CIA
BUILDING 6
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Sides
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'No commercial sign shall be illuminated after
P. 11:00 PM unless the commercial enterprise is
open for business and then may remain on
v
J,.
P.2 TA only as long as the enterprise is open."
101
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK ra fd
ADDRESS ICI() StLEWI ME
OWNER iZ0,--rr L4.- Wczn'i i x:�
APPROVED DATE: 17-IV
BLDG. OFFICIAL:
PERIVIT N13FASER
&M2_0 6-01 —1
135 ; LF South frontage�
185 LF East Frontago
210 LF East Frontago
190 LF North Frontage
720 total linear ft of building frontage
720 max. sq. ft area pool for all sigoAge
Esti ( mated 26 sq. ft. sign area
for proposed (1) gly. internally illuminated
wall sign for Scratch Distillqnt�-
Project & Tenant Signage:
PROJECT: ID SIGNAGE
R I Primary ID
P.2 Main Building ID
R3 Atrium Main Entry ID
R4 Driveway Entry ID -Dayton
P.5 Driveway Entry ID -Sunset
PROJECT: LANDSCAPE/ART ELEMENTS
L.1
Historic Artifact
L.2
"S" Finial -Sea Symbol
L.3
Wall Art TBD
L.4
TBD
TENANT SIGNAGE
Building A
T. 1 Scratch Distillery
T.2 TBD
T.3 Brigids Bottles
T.4 Cascadia Art Museum
TENANT SIGNAGE
Building B
T.5 TBD
T.6 TBD
T.7 Maytag Laundry
T.8 Jade Palace
T.9 Eviva
T.10 Spud Fish & Chips
TENANT SIGNAGE
Building C
T.11 Top Pot
FORMA
114 4th Ave. N
Edmonds, WA.
98020
FORMA Is not liable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Scratch Distillery
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss @ formaseaffle.corn
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
QTPFFT pill p RESUp
ermit
A� K I yumi I Drawings
BUILDING IDEPARi—MENT
CITY OF EC MONDS
o c a t i o n s Drawing Date:
4.8.15
19c) S0kL"-(=— T—
BIL_�) Z b V-1 AvG�
28'-2"
(1) wall sign- LED internally illuminated
Light flows thru
letters faces only (background opaque)
Scratch Storefront Elevation
FORMA
114 4th Ave. N
Edmonds, WA.
98020
FORMA Is not liable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Scratch Distillery
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss @ formaseat%zom
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Submittal Drawings
APR 14
2015
BUILDING DEPAIRUIVIENT
CITY OF EDMONDS
Drawing Date:
4.8.15
- - - - - - - - - - - - - --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - i - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1-
1_51
C)
—----------- MI-1 L'\I, q
'r ---------------
- ------------------------ -------
General Notes:
-all materials aluminum (unless otherwise noted)
-all hardware s. steel / non -corrosive
-all painted metal surfaces MAP polyurethane
(spray coat application).
-al/ electrical components are low voltage
& LED and shall be UL approved.
123.50"
Fabrication:
A. "Scratch": channel letters w/ 0.40 returns.
& white translucent # 7328- 3/16 acrylic faces
Internally illuminated by white LED Modules.
B. Base cabinet- Frame construct consists of
1' sq. tube welded w/ routed .090 face, backed
with translucent acrylic. Cabinet is internally
illuminated by #7328-3/16 whiteLED Modules.
I
5.001,
4.00"
Colors:
A. Scratch Letters:
—Faces: factory white translucent acrylic
—Trim cap: factory black
—Returns: painted satin black- all visible surfaces
B. Distillery (Base Cabinet)
—Letters: white acrylic
—Cabinet: painted satin black- all visible surfaces
C. Hardware:
—Paint visible counter sunk screw heads on
cabinet face black to match cabinet
Sign Fabrication Details
S, JON
APR 14 2015
BUPLDING DEPAKTMENT
CITY OF EDMONDS
F 0 R M A
114 4th Ave. N
Edmonds, WA.
98020
umiwuon Or UaVillry:
FORMA Is n:t liable
for any less r damage
edsIng from use of any
design andlor product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Scratch. Distillery
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss@formaseatfle.com
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Submittal Drawings
Drawing Date:
4.8.15
Attach: Letters to Wall
1. Use full size letter spacing pattern ( provided
by sign fabricator) to determine placement
& spacing of each channel letter
2 Mark holes for drilling wood frame
3. Remove letter face & screw attach each letter to
slat surface according to pattern
/A\ Y] P (
Wall stud framing
(wood slat aiding not shown)
Route Low Voltage Wiring
4. Sleeve cable from letter thru holes to cabinet below.
5. Connect letter cables to base cabinet cables
- note: base cabinet serves as a raceway.
6. Exit Cable thru back of cabinet
thru CMU wall to remote transformer
(power supply unit) located inside building.
Service Axx;ee§—
Panel: removable
sign face.
7-
Screw attach
top & bottom
as required for
secure fit.
Use spacers
as needed.
4.00"
Pan head
sheet metal screws
thru letter back
to wall- min (4)
qty. per letter
Electrician Note:
Anchor to existing
wood blocking
One (2 pair)
cable from
sign cabinet
to (2) power supply
units.
(power supply units
provided by
sign fabricator,
field electrician
to provide enclosure
Diagrams & notes provided here
are only a suggested approach
to Installation and wiring.
Locking breaker and other electrical
components may be required to
meet code. It is the responsibility
of the electrical contractor to
perform all work according to
code, including installation of
letters /cabinet and
hook up of sign to primary
power supply.
Attachment & Wiring Diagram
RESU,
APR 14 201
BUILDING DEIPAR;Tl
CITY OF EDL40H
FORMA
114 4th Ave. N
Edmonds, WA.
98020
FORMA is not liable
for any loss or darnage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Scratch Distillery
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
emoss @ formaseatfle.cont
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Submittal Drawings
Drawing Date:
4.8.15
Planned Sign Program for Salish Crossing
Cascadia Art Museum
Sign Design Drawings
J
APPROVED BY PLANNING
CITY OF EDMONDS
BUILDING DEPARTMEW
WORK
ADDRESS 1'90 �S�Vlg-� ?E;ef -19 6-
OWNER r�TT-
--P�eet�tti— "—F
q-4-1�-
APPROVED DATE- Q 0
BLDG. OFFICIAL t4AA�
PERMIT NUMBER
- . �-Bw -'-;;L66 - 11
RECEIVED
AUG 2 9 2015
DEVELOPMENT SERVICES
COUNTER
FORMA
114 4th Ave. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Note:
Limitation of Liability:
FORMA Is not liable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Cascadia An Museum
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cirloss @ formaseattle.com
Direct:
206.920.5912
Fax:
425.775,2817
Drawing Type:
Permit
Submittal Dravvings
Drawing Date:
8.22.15
(4
I
Proposed (2) 16" a a c eq d L-a AjA_ M u s P, u-,,!n
Wall Mount Signs 30'
Non -illuminated SIGN#1 Main ID Wall sign =ATSq. Ft. Area
10
6"1 1 Cascadia Art Museum
10'-6"
SIGN # 2 Entry Door ID sign= 5.25 Sq. Ft. Area
Salish Crossing
Master Sign Program
135 LF South frontage.
185 LF East Frontage,
210 LF East Frontage,
190 LF North Frontne
720 total linear ft of buildina frontaae
720 max. sq. ft area pool for signgge-
PROJECT: ID SIGNAGE
P.1 Primary ID
P.2 Main Building ID
P.3 Atrium Main Entry ID
PA Driveway Entry ID -Dayton
P.5 Driveway Entry ID -Sunset
PROJECT: LANDSCAPE-Art/Banner/etc.
L.1
TBD
L.2
TBD
L.3
TBD
LA
TBD
TENANT SIGNAGE
Building A
T. 1 Scratch (1) Sign ................ 36 sq. ft
T.2 TBD
T.3 Brigids Bottles
TA Cascadia Art Museum
(2) qty signs ................... 5G-5 sq. ft
TENANT SIGNAGE
Building B
T.5 New Tenant TBD
T.6 New Tenant TBD
U Maytag Laundry
T.8 Jade Palace
T.9 Eviva
T10 Spud Fish & Chips ........... 100 sq. ft
TENANT SIGNAGE
Building C
T.11 FutureTopPot
P R E L I M I N A R Y s i g n I o c t i o n s
RECEIVE
AU G 2 8 2015
DEVELOPMENT SFR
FORMA
114 4th Ave. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Note:
Limitallon of Liability:
FORMA Is not Hable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Cascadia Art Museum
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss @ formaseattle.corn
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Umittal Drawings
Dffwlng Date:
8.22.15
142" 47.5"
121
16"
Lefter ht
17
16" letter ht. (typ)
Q.
A
Sketch: Front View
Sketch Back view
SIGN# I Main ID: OVERVIEW
JECEINIED
2 5 2015
'3E\JEL0VMEt4-f SERVIC
r,()LINTER
FORMA
114 4th Ave. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Note:
Limitation of Liability:
FORMA Is not liable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Cascadia Art Museum
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
emoss@formaseattle.com
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Submittal Drawings
Drawing Date:
8.22.15
Attach angle clip to
building steel(3"x6" HSS
Rec.Tube) with Min.
(4) Qty per sign section
Usel/4"dia s.steel
thru bolt +each
washer & nut as reqr'd
to secure sign.
142"
0
Letter Assembly #1 Est. Wt. 25 lbs
47.5"
A r -to
Letter Assembly #2 Est. Wt. 15 lbs
Average weight
per letter = 1.2 lb
W11
S.S thru bolts
I
=4
Li
Alum"C" channel
(1-1/2 x 1-1/2"x.250)
SIGN # I Main ID DETAILS
121
16" Letter ht-
Letter Assembly #3 Est. Wt. 25 lbs
Letter Back
— Letter Face
Complete Letter Assembly:
letters attached to Alum.
2x2 horizontal C channel
Letter assembly fits over
angle clip
RECEIVE
AUG 2 8 2015 �
DEVELOPMENT SERVI�E
COUNTER I
FORMA
114 4th Ave. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Note:
Limitation of Liability:
FORMA Is not liable
for any loss or damage
arising from use of any
design and/or product
provided by FORMA,
whether direcL Indirect,
special, Incidental
or consequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Cascadia Art Museum
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss @ forritaseattle.com
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Submittal Dravvings
Drawing Date:
8.22.15
9
(oEC a s c a d
i a A rt
10'-6" line length
Tht. x 1/2" th.
Alum.
individual
letters- drill
& tap backside
for stainless
steel studs.
Use standard method
of installation for
small letters
-Drill thru
metal cladding
to 3/4" nlv/wood frame
Min. 2 studs per
letter. Silicone as seal.
Est. Weight
for each letter= < than 0.25 lb
Section View
u s e u m
SIGN # 2 Entry Door ID sign: OVERVIEW & DETAILS
RECEIVED
AUG 2 8 2015
DEVELOPMENT S414VICES
XOXIVIV.
114 4th Ave. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Note:
Limitation of Liability:
FORMA is not liable
for any Im or damage
arising from use of any
design and/or product
provided by FORMA,
whether direct, indirect.
special, Incidental
orconsequential.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds,WA
98020
Client:
Cascadia Art Museum
190 Sunset Ave.
Edmonds,WA
98020
Designer:
Clayton Moss
cmoss @ formaseaftle.com
Direct:
206.920.5912
Fax:
425.775.2817
Drawing Type:
Permit
Submittal DraWngs
Drawing Date:
8.22.15
C a 3 C a dl�a
(17) qty. letters
Upper/Lower Case
Helvetica Font
RECEIVED
�,r- P 0 3 2015
DEVELOPMENT SERVICES
COUNTER
Art M u as u m
4'
CDiagram illustrating
4' M that total.of individual
letter areas fit within
16' Sq. Ft Area
Scale 1:16
0 k . A
". N
114 4th AW. N
Edmonds, WA.
98020
Environmental
Graphics & Signage
Nd.;
L� a Liablhtr.
FO A mn.D.W.
f. .�y I— . d—p
Zft�—d7
d",n � p�
p�� by FORMA,
—M. d�. M
sp�, hdde�
� —Im.
Project:
Salish Crossing
Planned Sign
Program
Location:
190 Sunset Ave.
Edmonds, WA
98020
Client:
Cascadia Art Museum
190 Sunset Av .
El..nds,WA
98020
Designer:
Clayton Moss
Direct
206 920,5912
,a..:
425.775.2817
Drawing Type:
Permit
Submittal DravAng
Addendum 01
Letter Areas
Drawing Date:
9.2.115
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ZONING
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P,
SURVEYOR'S CERTIFICATE
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REVISION S ATE BY
SCALE
1 3 0 FT.
DATE
Vc MAR. 5,1965
0 1 /3' DESIGN
PA7p-
c C�
DRAWN
C, A. R.
-K-D—
n— CHECKF-D
's
FS
177/45
REID, MIDDLETON a ASSOCIATES, IN C FILE NO,
CONSULTING ENGINEERS a LAND SURVEYORS 2788
324-MAIN STREET EDMONDS, WASHINGTON
W-
r - - - - - - 1 0
1 0
C\1
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2
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F-0-
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-11
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W
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0 -s
W2
V-4 1/41, 121-011 5'-4 1/4"
TRASH ENCLOSURE PLAN
F. H.
61,
EXISTING PARKING
(NO CHANGE)
EXISTING SANITAR
SEWE
STING PARKING.
ACCESS
0
61
'CUT EXISTING SLAB
TING TRANSFORMER
OUTDOOR DECK
UNDER PREVIOUS
PERMIT
0
0
0
SCALE 1/8 1 1 2
X,
X,
MU WALL
HAIN LINK GATE W1 CHAIN LINK GATE W/
ERTICAL VINYL SLATS VERTICAL VINYL SLATS
CMU WALL
ELEVATION I DROP PIN & LOCK HASP
TRASH ENCLOSURE ELEVATION
1 2 4 5 6 7 8 9 10
TWO WAY LANES
7 8 9
1 1 2 1 3 1 4 1 5 1 6 1 1 1 1 10 1 11 1 12 1 13
1 2 3 4 5 6 7 8 9 10 11
2 3
c? 1 2 3 4 5
LQ
1 2 3 1 4 1 5 F
MONUMENT GATE/
PEDESTRIAN ACCESS
LANDSCAPED AREAS
F.D.0
ELEVATION 2
2
3 4
TWO WAY LANES
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 110
112131415161718
LINTEL BLOCK (INSTALL UPSIDE
# 4 HORIZ TOP 0 MID-HT-"-�
# 4 VERT @ 48" o/c MAX., END
OF WALLS AND WALL
CORNERS
C?
41
# 4's @ 18" o/c EW CENTERED
T, ra- 1 -6 .
(2) # 4 T&B
SCALE 1/8 1 3 TRASH ENCLOSURE WALL DETAIL
F. H.
C)
-1
flo
LO
- — -- — -- — -- — --
EXISTING TRASH ENCLOSURE
BUILDING B
..............
E=
ONE WAY LANES
M
L3 13 11
OD
1 1 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7
SCALE 1/2 1
2124 THIRD AVENUE
SUITE 200
SEATTLE, WA 98121
206-448-7580
FAX 448-8977
V
A/0
TWO WAY LANES
07�
%01
1 2 3 4 5 6 7 8 9 10 11 70 2A
Al �00,:
........ ...... EAS,,,,--
LANDSCAPED A
1 2 3 4 5 6
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----------------------
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.
Fir'. ahpt T
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CiAl Plan �k
�riogjatico-, A
q
PROJECT NO: 2014-03
DATE: 09/8/2014
EXISTING STORM
SEWER
DRAWN BY: HN SG
APPROVAL: Si
process shall be
'Nothing
In thlo Pe' 1tting the
interpreW as allowing -or peril
,tly existing ille0t
t any eu,;re
main, enance Of mitied building, structure
�r -tside t
jenconforming Or u�-- , .� . he swpe of the
ATER MAIN or eite condition whic w1aether such
r it application, reg&dless Of e
r condition is shown On th
Vtuflding, structure milding, structure O'�
e Ian or drawifig 8uch 1 separatP
sl p eet of a
ATER LINE W11dition may be the subj
enforcement jetion
DRAWING PROVIDED BY BUILDING OWNER
- ZO'b"s 1:
0 11
.7
APPROVED BY ENGINEERVG
Date:
F.H.
balish C';6rossin
190 Sunset Ave S
Edmonds Washington
98020
SITE PLAN &
TRASH
ENCLOSURE
CONSTRUCTION SET
SHEET NO:
AO.0
SCALE 1/32 1
I WN 11 3-.,� 40
_J91
RAIJUIftQF,�
�.jgr
LEGEND
SEWER MANHOLE
-Or
UTILITY POLE
Q
CATCH BASIN MANHOLE
_0?
GUY ANCHOR POLE
11
CATCH BASIN
CIO
ELECTRICAL BOX
0 VD
YARD DRAIN
OMA
TELEPHONE PEDESTAL
0 MW
STORM DRAIN CLEANOUT
[3 CATV
CABLE TV BOX
0 sm
SANITARY SEWER CLEANOUT
FP VI
POWER VAULT
D4 wv
WATER VALVE
�—� ILU
LUMINAIRE
AFH
FIRE HYDRANT
XU
AREA LIGHT
0 lev
IRRIGATION CONTROL VALVE
--- 4aA
GUY ANCHOR
6WS
WATER SPIGOT
HCS
HANDICAP SIGN
ON
WATER SLOW —OFF
n
SIGN AS NOTED
mud
WATER METER
*---X
FENCE AS NOTED
SPRINKLER
M9
MAILBOX
GAS VALVE
BOLLARD
rob
AWHALT MUM
pp pp..
BASIS OF BEARINGS 26
...........
1z
. . ......... RETAIL BUILDING
11. 1 ........... . ..... .....
THE CALCULATED BEARING FOM THE MONUMENT AT THE INTERSECTI
ON OF MAIN
STREET AND SUNSET AVENUE S. AND THE MONUMENT AT THE INTER 1 7
. ......... . . .. ........
SECT ON OF
SR-104 AND SDAYTON STREET PER PLAT OF SURVEY RECORDED UNDER AUD T S 1� FM
I OR' 43
FILE NUMBER
SpE*E0
7 ...........................
UMIT
10 *It SIGN
. ... .......... ...........
DL ASM40 PAVDAENT
.............. ............
BENCH MARK Qlr& LU
A. . . ............. .. .. .......
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSD07) BENCHMARK -JEFF Ulf
. . . ........
RESET". BEING A BRASS CAP SET LEVEL WITH A CONCRETE WALK ON THE WESTERLY '4,
- 63p
SIDE OF OBRACKETTS LANDING" PARK. Zk ................
60
ELEVATION: 12.953 A
le :.. - - ............. . ...........
,
0'
........... . ...........
DATUM: NAVD88
X: Ar
26W
.................... .. ....
.......... . ......
IMPERVIOUS AREAS U
L
Y
51,161 sf (BUILDING)
4
1,343 9f (FRONTAGE SIDEWALK)
&
9,013 sf (BUILDING SIDEWALK)
H !!K4)
105 002 9f (PARKING)
. . . . . . . . . . . .
166,519 f TOTAL IMPERVIOUS AREA GOVMMENT LOT 2
PERVIOUS AREAS PLANTMM
12,003 ef (PLANTER/LANDSCAPE)
AL
<)
196TH ST
PUGET DR
S.R.
524
CASPERS ST
SITE
A,
4/
00
Lq 00
MAIN
DAYMN ST
2121
Cud
2141H
PINE ST
W
00
3-" 220TH ST SW
00 co
WINITY MAP
SCALE- 1--Z4OCr
JQMER &Q&LOPER
SALISH CROSSING. LLC
22833 BOTHELL-EVERETT HIGHWAY #207
BOTHELL, WASHINGTON 98021
PHONE : 425-775-0205
PROJrCT MANAGER : NICHOLAS ECHELBARGER
-A-Scj'E=*S PARCEL NO,
27032300104500
- SESSOR$S PAR� L NO.
27032300104500
ZONING
COMMUNITY BUSINESS (BC)
LEGAL DESCRIPTION
(FkO.M CHICAGO TITLE REPORT UNDER ORDER NUMBER 005305744, DATED AUGUST 7, 2012)
ALL ThAT POR11ON OF GOVERNMENT LOTS 2 AND 3 IN SECTION 23, TOWNSHIP 27 NORTH. RANGE 3 EAST, W.M.,
SNOHCMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING.AT THE INTERSECTION OF THE EAST LINE OF SAID GOVERNMENT LOT 3 NTH THE NORTH MARGIN OF
DAYT04 STREET;
THENC.� SOUTH 89*55'00" WEST, ALONG THE NORTH MARGIN OF DAYTON STREET, A DISTANCE OF 105.00 FEET To
THE VEST MARGIN OF FRONT STREET AS CONVEyED TO THE CITY OF EDMONDS, By DEED RECORDED UNDER
AUDITOROS FILE NO. 1868728# TO THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED;
THENCE CONTINUING SOUTH 89-55'000 WEST ALONG THE NORTH MARGIN DAYTO . A Of 4 &2
THE GREAT NORTH RN AD COM
FEET TO AN INTERSECTIONwnH THE EASTERLY MARGIN OF OF N STREET STANCE OF 9 8
RIGHT-OF-WAy, E RAILRO PANy
7HENC: NORTH 4112'SV EAST
,�ALONG THE EASTERLY MARGIN OF THE GREAT NORTH OM
RIGHT -'OF -WAY. A DISTANCE 4,35.88 FEET. ERN RAILROAD C pANy
THENCE NORTH 48*006* WEST. ALONG SAID EASTERLY MARGIN, A DISTANCE OF 5o.00 FEEt.
THENCE NORTH 41*12'54* EAST, ALONG SAID EASTERLY MARGIN. A ISTANCE OF 325.09 FEET
WITH 7HE SOUTHERLY MARGIN bl� JAMES STREET. D TO AN INTERSECTION
THENCE SOUTH 60*59'00* EAST ALONG THE SOUTHERLY MARGIN OF JAMES STREET. A DISTANCE OF 182.55 FEET To
AN INIERSEC71ON WITH THE WESTERLY MARGIN OF FRONT STREET AS WAS DEEDED TO THE C17Y OF EDMONDS By
DEED KED FOR RECORD UNDER AUDITOR'S FILE No. 725561.
THENCE SOUTH 29,011DOO WEST ALONG THE WESTERLY MARGINRECORDS OF SNOHOMISH COUNTY, WASHINGTON;
THE POINT OF A CURVE To THi LEFT HAVING A RADIUS OF 63 OF FRONT STREET. A DISTANCE OF 95.49 FEET M
0.00 FEET.
'HENa SOUTHERLY- ALONG THE ARC OF SAID CURVE TO THE LEFT AND CONSUMING A CENTRAL ANGLE OF 29101WOO",
AN ARa DISTANCE OF 320.34 FEET.
THENCE SOUTH 0*07*00* EAST; A DISTANCE OF 125.70 FEET To THE TRUE POINT OF BEGINNING.
EXCEPT THAT POR71ON IN THE SOUTHEAST CORNER CONW-M TO THE STATE OF WASHINGTM FOR HIGHWAY SR-104,
BY WARRANTY MED RECORDED MARCH 24. 1971. UNDER AUDITOR'S FILE NUMBER 2189320.
SITUATE IN THE COUNTY OF sNOHOMISH, STAIIE OF WASHINGTON.
PROPERTY AREA
178,522 SO. FT. OR 4.098 ACRES
PROPERTY ADDRESS
190 SUNSET AVENUE S.
EDMONDS. WASHINGTON 98020
UTLITY NOTE
THE LOCA71ON OF UNDERGROUND UTIU11ES SHOWN HEREON IS APPROXIMATE ONLY. RECORDS
REQLESTS FROM THE CITY OF EDMONDS PROVIDED LITTLE INFORMATION AS To THE LOCATION
OF UTILITIES ON THE PROPERTY. THE LOCATION OF UTILITIES LOCATED IN THE ADJACENT
Sr"TREE7'S WAS TAKEN FROM AVAILABLE PLANS. THIS SURVFY nnrQ tin-r aijanArvr r^
I . -- - - - --- r I I -F-1011pl t4-M ly mflk�- W 11 Li I I I �j 11 %D
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a 12�� - - . - T a �ff , I.- - - ow
SSW X PAMAW
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W s a9z5vo w (DM)2,V STORM C Olt— FOR
k edW
W w W I.Ju 247 STORM _'8S_SMH ______0SSMH 6
_W_W
_W_W %.- "TREET FILE
SALIc"
DAYTON STREET RL-50 <0 SSING, LL C
w_w_w_`T*—w�:r--"m w—w
W W_ rz/ I-L IN NE1/4 & NW1/4 & SW1/4 OF
SE1/4 OF SECTION 23, T.27N., R.4E., W.M.
PL0J CITY OF EDMONDS
SNOHOMISH COUNTY9 WASHINGTON
ISM Lovell— sauerland & Associates, Inc. SHEET
Engineers/Surveyors/Planners/Development Consultants
I. REVISED PER CITY COMMENTS RCA 05-14-13
e—mail: info@lsaengineering.com web: Isaengineering.com
19217 36th Avenue W., Suite 106 - Lynnwood. WA 98036 (426)775-1591
DRAWN CHECM DATE F.B. — SCALE NO.
D.V.W. J.T.T. 4-17-13 529. P.13 In--40'
5372-0-12 .3 -A-A I IL I
zC1 7rAY 1. 5 2013'
-LEGEND
SEWER MANHOLE
-or
UTILITY POLE
Q
CATCH BASIN MANHOLE
-e
GUY ANCHOR POLE
0
CATCH BASIN
OM
ELECTRICAL BOX
0 Im
YARD DRAIN
13MJt
TELEPHONE PEDESTAL
0 SDW
STORM DRAIN CLEANOUT
(3 CATV
CABLE TV BOX
0 S9W
SANITARY SEWER CLEANOUT
FP �V
POWER VAULT
D4 W
WATER VALVE
�-� W
LUMINAIRE
Am
F1RE HYDRANT
):(U
AREA LIGHT
C) M
IRRIGATION CONTROL VALVE
GUY ANCHOR
6WS
WATER SPIGOT
HCS
HANDICAP SIGN
ON
WATER SLOW -OFF
-a-
SIGN AS NOTED
fflV1M
WATER MEIER
x x x
FENCE AS NOTED
esp
SPRINKLER
= Is
MAILBOX
a
GAS VALVE
0
BOLLARD
am
0.
GAS METER
SD-
STORM SEWER LINE
CEMENT CONCRETE PAVEMENT
_SS-
SANITARY SEWER LINE
WATER LINE
W -
ELECTRICAL LINE
E -
TELEPHONE LINE
-I-
NATURAL GAS LINE
- G -
_OH-
OVERHEAD UTILITY LINES
0
EXISTING MONUMENT AS DESCRIBED
SET 1/2" X 24.0 REBAR & CAP
STAMPED "LSA 22969N
EXISTING TACK IN LEAD PLUG ON CONCRETE WALK
AS NOTED
0
BLOCK 3
SSM14 GEPHARTS lst% ADDITION TO EDMO�
IA� (VOL. 43)
17
.............
(DESC) COURSE AND/OR DISTANCE PER LEGAL DESCRIP71ON
............
N,31DOT) COURSE AND/OR DISTANCE PER WSDOT RIGHT OF
WAY PLAN FOR SR-104 EDMONDS FERRY
TERMINAL TO 5TH AVENUE, DATED JANUARY 9.
twwr
Z
1969
.......... ASPHALT PAVEMEINT
. ... .......
pp PP. ISM
BASIS OF BEARINGS
RETAIL BUILDING
THE CALCULATED BEARING FOM THE MONUMENT AT THE INTERSECTION OF MAIN ...........
STREET AND SUNSET AVENUE S. AND THE MONUMENT AT THE INTERSECT10N OF SPEEMO
.......... . ............ LIMIT
SR-104 AND SDAYTON STREET PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S 9GN
....... ........ ..
FILE NUMBER _0 4VI EX ASPHALT PAVEMENT
V4
10
LU
............. ............
.BENCH MARK
-JEFF 41,4,
WASHINGTON STATE DEPARTMENT OF TRANSPORTAT10N (WSDOT) BENCHMARK CB
RESET", BEING A BRASS CAP SET LEVEL WITH A CONCRETE WALK ON THE WESTERLY 1b. .......... . . ...........
qpl ........ .. B
............ . .. .......
SIDE OF OBRACKETTS LANDING" PARK. 0 '+ PLANTER
s.
#
ELEVATION: 12.953 ............ . ...........
. .... . . ....
DATUM: NAVD88
. I : 1 4 ..........
.... .......... . . . ..........
..... . ....
(Ole
"I . . ............ . . .........
G - �y
U
41
6V
IMPERVIOUS AREAS ........... ......
51,161 of (BUILDING)
1,343 of (FRONTAGE SIDEWALK) '?_Z!K4) 9,
H
9,013 of (BUILDING SIDEWALK) IT
105002 of (PARKING)
tR,3_W__ ;f TOTAL IMPERVIOUS AREA GOVERNMENT LOT 2
PLANTM
GOVERNMENT LOT 3
PIrP%firdiQ ARFAq
SITE
As
196TI
PUGET DR
S.R.
CASPERS ST
<
IL
MAIN ST.
DAYMN ST
2147H
PINE ST <
iE
14,
00
3t 2207H ST SW
I <
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0)
MCINITY MAP
SCALE* 1"-Z4W
.O.MERME-VELOP R
SALISH CROSSING, LLC
22833 BOTHELL-EVERETT HIGHWAY #207
BOTHELL, WASHINGTON 98021
PHONE : 425-775-0205
PROJFCT MANAGER : NICHOLAS ECHIELBARGER
ASSESSOWS PARCEL NO,
27032300104500
AS4SESSOR*S PAR EL NO.
27032300104500
ZONING
COMMUNITY BUSINESS (BC)
LEGAL DFSCRIP'nON
(FROM CHICAGO TITLE REPORT UNDER ORDER NUMBER 005305744, DATED AUGUST 7, 2012)
ALL THAT PORTION OF GOVERNMENT LOTS 2 AND 3 IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
SNOHCMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE EAST LINE OF SAID GOVERNMENT LOT 3 WITH THE NORTH MARGIN OF
DAYTGA STREET;
THENC7 SOUTH 89'5WOO* WEST, ALONG THE NORTH MARGIN OF DAYTON STREET, A DISTANCE OF 105.00 FEET TO
THE VEST MARGIN OF FRONT STREET AS CONVEYED TO THE CITY OF EDMONDS, BY DEED RECORDED UNDER
AUDITOR'S FILE NO. 1868728, TO THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED;
THENCE CON11NUING SOUTH 89-55!OW WEST ALONG THE NORTH MARGIN OF DAYTON STREET, A DISTANCE OF 49&26
FEET TO AN INTERSECTION WTIH THE EASTERLY MARGIN OF THE GREAT NORTHERN RAILROAD COMPANY
RIIGHT—OF—WAY.
IHENCC NORTH 4112'54!0 EAST, ALONG THE EASTERLY MARGIN OF THE GREAT NORTHERN RAILROAD COMPANY
RlIGHT—OF—WAY, A DISTANCE OF 435.88 FEE% -
THENCE NORTH 48*47'06* WEST. ALONG SAID EASTERLY MARGIN, A DISTANCE OF 50.00 I= -
IMAM NORTH 411Z5+- EAST. ALONG SAID EASTERLY MARGIN, A DISTANCE OF 325.09 FEET TO AN INTERSEC11ON
12,003 of (PLANTER/LAN-D-S-C"WE-T— WITH THE SOUTHERLY MARGIN OF JAMES STREET,
47 THENCE SOUTH SOSWOO" EAST ALONG THE SOUTHERLY MARGIN OF JAMES STREET, A DISTANCE OF 182.55 FEET TO
EX ASPHALT PAVEMENT
AN INIMSEC11ON WITH THE WESTERLY MARGIN OF FRONT STREET AS WAS DEEDED TO THE CITY OF EDMONDS BY
K�ANra DEED RLIED FOR RECORD UNDER AUDITOR'S FILE NO. 725561, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
.. .... .. ...
THENCE SOUTH 29*01'000 WEST. ALONG THE WESTERLY MARGIN OF FRONT STREET, A DISTANCE OF 95.49 FEET TO
THE POINT OF A CURVE M THE LEFT HAVING A RADIUS OF 630.00 FEET;
RETAIL BUILDING
6 FF-16.8:E THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT AND CONSUMING A CENTRAL ANGLE OF 29'08!00-,
FRE .. . ..... . ..... . ..... Z' cv., AN ARC DISTANCE OF 320.34 FEEL-
... . ........ I., 1 7:- THENCE SOUTH 0-07-00- EAST, A DISTANCE OF 125.70 FEET M THE TRUE POINT OF BEGINNING.
j
N
EXCEPT THAT PORTION IN THE SOUTHEAST CORNER CONVEYED M THE STATE OF WASHINGTON FOR HIGHWAY SIR-1104,
..........
BY WARRANTY DEED RECORDED MARCH 24. 1971, UNDER AUDITOR'S FILE NUMBER 2189320.
GAS
---METER
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
C W E
.............. .............. ...........
. ........ . . ....
all, ...... . .. ................................... .... . . . .. t
.. .. . ....... . ...........
t:
.......... ..
S
PROPERTY AREA
PARCEL CONVEYED TO SEATTLE EX ASPHALT PAVEMENT
MONTANA RAILWAY COMPANY BY
SCALE 1"=40'
DECREE OF APPROPRIATION JULY SO. FT. OR 4.098 ACRES
23.1907 AND RECORDW UNDER Z
AUDITOR'S FILE NUMBER 121720 8
.. /
..........
.......................... .. I ...........
LIM ....... ... 0' 15' 25' 40' PROPERTY ADDRESS
60, 80,
.. .........
Iry
............ . .....
.. . .... ...
T
EX ASPHALT-PAVBldr .................
190 SUNSET AVENUE S.
...........
41
........ . ........ EDMONDS, WASHINGTON 98020
DEMOLISHED BUILDING + .. I /.
............ . ......
... ........ PLANITR
.............
DISRINED AREA ............ . ........ ......
.... . ............. 7
"0' +13,000 IF.
....... . ......... ........
............ ................ ................ UTUTY NOTE
... . ........ L/ ...... ......
...............
................ ........ .. ............ ..............
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. RECORDS
... ........ REQUESTS FROM THE CITY OF EDMONDS PROVIDED UT71-E INFORMA71ON AS TO THE LOCATION
a
....... ........ . ............
OF UTILITIES ON THE PROPERTY. THE LOCA71ON OF UTILITIES LOCATED IN THE ADJACENT
........ . ..........
........................ STRETS WAS TAKEN FROM AVAILABLE PLANS. THIS SURVEY DOES NOT PURPORT TO SHOW
...... ....
k M WTANYMMALL
. THE LOCATION OF ALL UTILITIES. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL
AF11.1fa-L?VEb AS; NOTED UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
RIY ENGINEERING ADJACENT TO THE PROPERTY.
-1, adgw;s�___
j
Date:
j
I Sid t� D, T 5 M 1361-41
loc'wm;� poy_q�'(� leaft1w EXISTING CONDITIONS
FOR STREET FILE
<0
Auto -r-6 'wftwV-;r oflW oftogi\3
"M-4� V-1 6ST. T.
2969,
1. REVISED PER CITY COMMENTS RCA 05-14-13
.omt.ron Ve LLLo
IN NE1/4 & NW1/4 & SW1/4 OF
SE1/4 OF SECTION 23, T.27N., R.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
�ffs% Lovell— Saueriand & Associates, Inc. SHEET
Engineers/Surveyors/Planners/Development Consultants
-e-mail: info@lsaengineering.com web: Isaengineering.com C1
19217 36th Avenue W., Suite 106 - Lynnwood, WA 98036 (426)776-1591
IUWN CHE= DAR F.B. SCALE M NO
D.V.W. J.T.T. 4-17-13 529, P.1 3 V.40. 5372-0-12 oF3
ZC4 �*y 1. .5 2011,
. .. . ......
PARCEL CONVEYED TO SEATTLE
MONTANA RAILWAY COMPANY BY
DECREE OF APPROPRIATION JULY
23,1907 AND RECORDED UNDER
AUDITOR'S FILE NUMBER 121720
NO;
1 2�`- 1 2
N
I N F N
WIE T
E3
0 31
-Tf' Al 1"A H-:
i OZ.:
ev
tK
tK tK
tK
N 88'41'42" W S 89*55'00" W (DESC.)24" STORM . . ....
W
. . ..... ..
DAYTON STREET
U11LITY NOTE
1' MAX.
i ,
ACP P
N
W E
s
SCALE : 1'*-20'
HEM momm ummomm
loom � 6m;=;;;ml
J; 5' 10 , 20' 30' of
10,
2-1/2,
5'
4
-1/24 R
+.:
A
4.
PLACE SCORE MARKS EVERY 10'
m
zo
�DRIVEWAY WING OR CURB RAMP SLOPE
CONCRETE CURB SHALL BE NO LESS THAN 3' IN HEIGHT
CONSTRUCT OUT OF ACP PAVEMENT
-------- imp-
NOTEt NOT TO BE USED IN
R.O.W. EXCEPT TO REPAIR
EXISTING EXTRUDED
CURBING. ..
No EXTEND PAVEMENT 1.3' FROM THE FACE
CURB IF NECESSARY TO SUPPORT
JMLM LUKB
ACE 6' COMPACTED
5/8' CSTC BELOW ACP
EXTENSION
C ITY OF EDMONDS
REVISIONS STANDARD DETAIL
APPPMM 13Y IATE
D. GEIERT 06/29/05 CONC. EXTRUDED CURB
DATE 7/24/01 1 1 SCALE NTS IDW NO. E23
06/29/2005i ADDED TEXT NOTE TO RESTRICT USE TO CURB REPAIR ONLY
INDICATES NEW ASPHALTIC PAVEMENT (2.5- ASPHALT OVER 6-
ATB) PER ARCHITECT
PARKING PLAN
FOR
cA L "07N'-j r"DOSSING
%.1; r-1 %.;I f 7 %..# I N LLC
IN NE1/4 & NW1/4 & SW1/4 OF
SE1/4 OF SECTION 23, T.27N., R.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
THE LOCATION OF UNDERGROUND UTILIIES SHOWN HEREON IS APPROXIMATE ONLY. RECORDS
REQUESTS FROM THE CITY OF EDMONDS PROVIDED LITTLE INFORMATION AS TO THE LOCATION
OF UTILITIES ON THE PROPERTY. THE LOCATION OF UTILITIES LOCATED IN THE ADJACENT
STREETS WAS TAKEN FROM AVAILABLE PLANS. THIS SURVEY DOES NOT PURPORT TO SHOW
THE LOCA11ON OF ALL UTILITIES. THE CWNER SHOULD CONTACT THE PURVEYORS OF ALL
UTILITIES IN THE AREA TO DETERMINE 7HE LOCATION AND DEPTH OF ALL U11LITIES ON AND
ADJACENT TO THE PROPERTY.
1. REVISED PER CITY COMMENTS RCA 05-14-13
152117
%Y eel
A
A,: N
....................... .......... ...........................
R.; . . ... 2
NEW INV=7.55
n
STORMWATER CLASSIFICATION
WORKSHEET INFORMATION
1. SLOTTED WOOD DECK PROPOSED-2315 SF (SEE ARCHITECTURAL PLAN)
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACTIVITY-13,000*SF
4. EARTHWORK QUANTITY:
EXCAVATION-100±CY,- FILL-300±CY-, TOTAL=300±CY
5. PROJECT VALL NOT CONVERT 3/4 AC OR MORE OF NATIVE
VEGETATION TO LAWN OR LANDSCAPED AREA
6. WATERSHED=CREEK OR LAKE BASIN-EDMONDS MARSH
7. PROJECT CLASSIFICATION: CATEGORY 2 SMALL SITE
RAIN GARDEN SIZING PER E72 B TABLE 5
DESIGN INFILTRATION RATE 0.5" PER HOUR (SEE GEOTECHNICAL REPORT)
RAIN GARDEN NO. 1 (6- DEEP PONDING)
CONTRIBUTING IMPERVIOUS AREA = 3,376 S.F.
SIZING PER TABLE 5 : 3.376 S.F. X 0.068-230 S.F. BOTTOM AREA
243 S.F. BOTTOM AREA PROVIDED
RAIN GARDEN NO. 2 (6- DEEP PONDING)
CONTRIBUTING IMPERVIOUS AREA = 818 S.F.+ 2,088 S.F. = 2,906 S.F.
SIZING PER TABLE 5 : 2,906 S.F. X 0.068=198 S.F. BOTTOM AREA
208 S.F. BOTTOM AREA PROVIDED
1IMIIlWR%fitV IQ AIMA TASH Ir inATA 9WW t4-%
TYPE
AREA (SQUARE FEET)
NON -REGULATED
EXEMPT
REGULATED
REPLACED
0
6X2
NEW (POST 1977)
+
TO AL REGULATED IMPERVIOUS AREA
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S)
0
REGULATED AREA NOT YET MITIGATED
8.2V
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
6,=2
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES,
0
W........ ............. . .............
DAYTON STREET
TO LANDSCAPE
PLAN FOR PLANTINGS
............... ...............
EXTRUDEI) CURB EXTRUDED CURB
12 ....................................... ... ......... ...... 12
z
00S�TWG , ASPH�4T ASPH&T Z SO ASPHALT
10 ........ VATH rA19- 10 VA7H 6" ATB
OF CELL
ELEtlo.o
3� COMPOST- MULCH IN' e pi� .
8 ........ ....... ..PONDING.:AREA. PER:.... 8
: EDMONDS: HANDOUT: Tram stomim=N SOIL
E72. ATTACHMENT 2-
rL4 It .39
........... .. ..
6 GROUNDWATER AT 7.0 6
PER GEOTCHNICAL 0+50 0+00
ENGINEER T.Y. P. E. - I -W. I TH
VE GRATE
TOP 10.50 ODETEN71ON SOIL PER
INV &00 EDMONDS HANDOUT E72,
ATTACHMENT 2
SEC11ON B-B
SCAM* I*- 2V HOR.
1*- 4? MT.
UTILITY CONFLICT NOTE
THE LOCATION OF UNDERGROUND U71UTIES SHOWN HEREON IS APPROXIMATE ONLY.
THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO
DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE
PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY.
GENERAL NOTES
1- ALL MIATEMALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM 70 THE CITY OF EDMONDS
STANDARD PLANS AND DETAILS. THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL 07HER
APPLICABLE LOCAL MUNICIPAL, STAM AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2012 WSDOT/APWA STANDARD SPECIFICA71ONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE
PUGET SOUND BASIN (CURRENT EDITION)
2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIA71ONS FROM THESE PLANS ON A SET OF
"AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF
REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND
ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS
PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL
3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTIU11ES DURING CONSTRUCTION AND SHALL
CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE
STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
5. CONTRACTOR SHALL OBTAIN A COPY OF THE GE07ECHNICAL REPORT (WHERE APPLICABLE) AND
SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE
PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLE71ON OF CONSTRUCTION. SEE
EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL
9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND
BRACING AS NECESSARY TO PROTECT WORKERS. EXISTING BUILDINGS, STREETS, WALKWAYS,
UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS
OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL
OF SHORING AND BRACING, AS REQUIRED.
10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL
WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS
RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST
OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUC71ON VEHICLE ACCESS
SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE ACCESS POINTS SHALL BE STABILIZED WITH
QUARRY SPALLS ENTRANCE PER EDMONDS STANDARD DETAIL #E1.2 M MINIMIZE THE TRACKING OF
SEDIMENT ONTO PUBLIC ROAD& IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE. THE ROADS
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL
AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS -
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION
OF BMP% INCLUDING, BUT NOT LIMITED TO. SOD, HYDROSEEDING, OR OTHER VEGETATION, PLAS71C
COVERING. OR MULCHING. ALL EIMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE
WITH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED
TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER
I THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINI MUM REQUIREMENT - PR07ECTION OF ADJACENT PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP&
4. ESC NINIMUM REQUIREMENT - MAINTENANCE.
ALL EROSION AND SEDIMENT CONTROL EIMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE
OWNER To ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND
REPAIR SH;LL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL
5. ESC MINIMUM REQU IRBAENT - 07HER BMPS'
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S M MITIGATE THE EFFECTS INCREASED RUNOFF
SHALL BE APPLIED.
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUC71ON:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MA7EIRIALS-.
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHM-
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS. OR
. OTHER ACCEPTABLE MEANS);
0. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING,
E. DAILY CLEANUP AND STREET MAINTENANCE.
CER11FIED EROSION AND SEDIMENT
CONTROL LEAD (CESCL)
CONTRACTOR SHALL PROVIDE A DOE CER71FIED CESCL WHO SHALL BE AVAILABLE AT ALL TIMES.
CONSTRUCTION NOTE
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM M THE CITY OF
EDMONDS STANDARD CONSTRUCTION SHALL CONFORM TO THE LATEST CITY STANDARDS AND
SPECIFICATION&
* -rd 01246-11 Ah9L ffjOg4VJ�,'o
p6nN T:�� -1;5�S6
jnmgcij� fi7o,�A7-9�1_,-r s#fit(_ aE__,
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6#gog�je_--ra 6ph)F:::fpM
p12402- 7D ��e67- F�VX�L
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DAM -
BY:
W_ ENGINEER DIVISION
ikl'AY
5 2013
GRADING AND DRAINAGE PLAN
....... ........ ........ ...... ......... FOR
mcnwm cm M LANDSCAPE E)(TRUDED CURB
PLAN FOR PLANTINGS
t/D
r MIN
P
......... 5ALlc%n" CoROSSING, LLC
12 .............. ... ....... ........ ...... 2
F-
IN NE1/4 & NW1/4 & SW1/4 OF
I rx\
10 ......... .... STING ASPHALT ...... ------ ........ . .1�0�5* ASPHALT
1 1.�' �4 e�4.�j' tA, �t.44�t 4,' 1
"A' W7H 6" AM
OTTOM OF CELL
/4 OF. SECTION 239 T.27N., R.4E., W.M.
-10.0
SE1
3*.' COMPOST:MULCH IN, ELEV.
"A
8 ................... PONIM AM- PER-: - - ....... ........
EDMONDS: HANDOUT: TTOM 13101DETCHTION SOIL CITY OF EDMONDS
E72. ATTACHMMT 2 ODE7ENTION SOIL PER ELEVI 8.25
............ ... EDMONDS . HANDOU . T . E72, ... SNOHOMISH COUNTY, WASHINGTON
. . ....... ......
6 ............. * ................. 6
1+00 GROUNDWAIER AT 7.0 0+50 0+00
PER GEOTCHNICAL
ENGINEER r(PE I VATH
BM41W MATE Call 2 Working Days Before You Dig ove - auer an & Associates, nc. SHEET
TOP - 10.50
SEC,nQN A_AINV On 8.21 1-800-424-5555 Engineers/Surveyors/Planners/Development Consultants
SCALE- 1*- 20' Hat Utilities Underground Location Center -e-mail: info@lsaengineering.com - web: Isaengineering.com C %3
1*- 4' VERT. (1D,MT,ND,0R,WA) 19217 36th Avenue W., Suite 106 - Lynnwood, WA 98036 0 (425)775-1591
1. REVISED PER CITY COMMENTS RCA 05-14-13
I=
KW3.n Kie�t I
Landscape Architects
PLANTING SCHEDULE
SYMBOL BOTANICAL NAME/COMMON NAME SIZE CONDITION SPACING QTY
STKET_TRE�S -SPECIES SELECTED FROM CITY OF EDMONDS STREET TREE PLAN
\1ACER RUBRUM'BOWHALL'/ BOWHALL MAPLE
3" CAL.
B&B
PER PLAN
--EXISTING ACER RUBRUM / EXISTING RED MAPLE, PROTECT IN PLACE
NIA
EXISTING TO PER PLAN
REMAIN
P�9� TTREES
PARROTIA PERSICA'VANESSA'l VANESSA IRONWOOD
I-I/Z'CAL.
B&B
PER PLAN
ACER GRISEUM / PAPERBARK MAPLE
1-1/7'CAL.
B&B
PER PLAN
MAACKIA AMURENSIS / AMUR MAACKIA
1-1/7'CAL.
B&B
PER PLAN
SHRUBS
0
ARBUTUS UNEDO'COMPACTA'/ COMPACT STRAWBERRY TREE
5 GAL.
CONT.
36'�O.C.
0)
CORNUS SERICEA'KELSEYI'/ KELSEY DOGWOOD
I GAL.
CONT.
24" O.C.
0
LONICERA PILEATA / BOX -LEAF HONEYSUCKLE
I GAL.
CONT.
36" O.C.
MISCANTHUS SINENSIS 'ADAGIO'/ ADAGIO MAIDEN GRASS
I GAL.
CONT.
36" O.C.
0
VIBURNUM DAVIDII/ DAVID'S VIBURNUM
5 GAL.
CONT.
36" O.C.
(D
CAREX.BUCHANANII If FOX RED CURLY SEDGE
1 GAL.
CONT.,
24" O.C.
RAINGARDEN:
*
CAREX OBNUPTA / SLOUGH SEDGE
I GAL.
CONT.
24" O.C.
*
IRIS SIBERICA / SIBERIAN IRIS
I -GAL.
CONT.
24" O.C.
GROUNDCOVER MIX
Llmiurc�rj� t LIL I IV NF [0-11 1
POLYSTICHU . M MUNITUM / SWORDFERN (50%) 1 GAL. CONT. 181, O.C.
LANDSCAPE REQUIREMENTS
SCREENING & BUFFERING
I . ALL PARKING LOTS ARE REQUIRED TO PROVIDE TYPE V INTERIOR
LANDSCAPING.
2. 10'WIDE CONTINUOUS TYPE I LANDSCAPE BUFFER REQUIRED
WHERE ADJACENT TO SINGLE-FAMILY OR.MULTIFAMILY ZONES.
3. SWIDE CONTINUOUS TYPE III LANDSCAPE BUFFER REQUIRED
BETWEEN SIMILAR USE ZONES.
4. 4- WIDE CONTINUOUS TYPE IV L ANDSCAFEING REQUIRED
ALONG STREET FRONTAGE WHERE PARKING LOT ABUTS STREET.
PARKING LOT INTERIOR LANDSCAPING CALCULATIONS
TOTAL NUMBER OF STALLS: xx
REQUIRED PARKING LOT LANDSCAPING AREA
xx X 35 SF = xx SF
PROVIDED PARKING LOT LANDSCAPING AREA
xx SF (CALCULAT ED FROM ISLANDS AND 4'
OUTWARDS FROM E.O.P.)
RR [", EF �4'1_ U
MAY - 2 6
BUILDING DEPAc-
CiTY OF EDWi;v 'r
0 20' 40'
111 west john street suite 305
seattle washington 98119
tel 206 3�3 6032 1
or
LANE
KAKEI,
C�rl Fr�
Pt�
ell
NO, DESCRIPTION DATE
REVISIONS
PROJECT NO:
2012-05
DATE:
2013-04-30
DRAWN BY:
CP
APPROVAL:
KK
Salish..Center
190 Sunset Ave S
Edmonds Washington
98020
LANDSCAPE
PLAN'
PERMIT
SHEET NO:
L1.2
TFG@90
RAINGARDEN,
TYP. SEE CIVII
ENGINEERING
PLAN FOR
DETAILS f-11
f-1.
IT
" -T Nicholas Echelbarger
From: Karen Kiest [kkiest@kk-la..com]
Sent: Wednesday, May 01, 2013 6:00 PM
To: Nicholas Echelbarger
Cc: 'Clara Pang'
Subject: FW: FW: Salish Crossing
Attachments: SALC-L.Base LI.2.pdf; SALC-L.Base Ll.l.pdf
Dear Nick,
Put in dashed line for r'aingardens and updated with bottom of garden carex obnupta, slough sedge, at 24" o.c.,
and rows of iris siberica, Siberian iris, at 24" o.c., with the area in between (slope and rows) with kelsey
dogwood, 24" o.c. Provided another ornamental grass (Carex buchanii) for the previous plant on the schedule
with no name. Updated date.
Karen Kiest
Karen Kiest I Landscape Architects
111 West John Street Suite 305 Seattle, WA 98119
206.323.6032
www.kk-la.com
MAY - 2 2013
BUILDING DEPARTMEW
CITY OF ED WINDS
1.5
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-------- --------
21,130 SF r2
"How' .Iay.-iij�.pcipitapprovdprmmshAbe
mig - lWtg or porniitting the
tfiW ofa# duitently existing illegal,
liatteonforming at un �rititted building, structure
or site condition whiot, is outaide the scope of the
gt applicatioti, reWleas of whether such
ulond"ing structure or �ondffiou is shown on the
"taT In or dravoing. Such building, structure or
= ition may be the sabject of a separate
e4ortevient action."
146'-2"
1 1 1 PARKING PLAN
C:)
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I I I g; I cz 111 7 1 a I o I i n I 11 '1 v,�) 711 Q HI I A 1 9 Q I aln
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ing Department
D PLA�
2124 THIRD AVENUE
JOHNSON SUM 200
SEATrLE, WA 98121
ARCH ITECTU RE 206-448-7580
&L PLANNING LLC FAX448-8977
STALL COUNT:
285 )
A A
2
2 REVISIONS #1 2/25/2013
1 A
PARKING SPACES xTS—D-1
TYPI SILE IDTH PERMIT CORRECTIONS #1 2/22/2013
PARKING SPAUS PROPOSEX Z NO. DESCRIPTION DATE
TYPICAL STALL t Anna ma Pwaw sp, as- 7 REVISIONS
DIMENTIONS
EXISTING LANDSCAPE
FIRE LANE
DEMOLISHED
BUILDING ARE.A: 9,360 sq ft
F
I NEW PERVIO
L i AREA 1,650 sq It
TOTAL NEW
ft
EA 13, �78 0 �sq
L -i LANDSCAPED AR ft
----STREET LIGHT POLE 5ft4ery Al -s- :(of-
-*w0ftm
371-911 32'-3" 39'-11" 541-611 216'-0"
poqim,-v �wwf, viraW
lqm WT Iffewret) MGM 11W
800'-l" fatA q
Pgv-ftWCW M-romw WIT+ *Pm
500M -TO 99- "FU409 yXim
q1;?yNjK1F' y 1�qmr-
FIRE DE
Date:
APPROVED AS NOTED
r3Y ENGINEERIN
I
CITY OF
BUILDIN',')
WORK 0
A D D R �S MSA�
OWNER_Z�&�;
APPROVED DATE
BLDG OFFICIAL
A -PROVE""
A-
2
511-611
EDM00-9- .......
DEPARTMENT
21 Z�
DATE: 2013-2-22
DRAWN BY: AT
APPROVAL: si
Sallsh Center
190 Sunset Ave S
Edmonds Washington
98020
PARKING PLAN
PERMIT
IT quMB
206
BY PLAV NINC,
SHEET NO:
RESUB
A1.0 MAR - 12013
UILDING DEPARTMENT
CITY OF EDMONDS
00
30'
STREET FLE"
EXISTING BUILDING FACADE
� I
PLANTER
BE SUPPORTED ON PIN PILES AS
REQUIRED PER STRUCTURAL
MIDDLE STAIR SECTION: NORTH OF STAIR
1/2"� PIPE RAIL
EXISTING BUILDING FACADE
z1 1/2"� PIPE RAIL
RECESSED LIGHT /
SEE PLAN FOR SPACING
2 1 MIDDLE STAIR SECTION: STAIR
EXISTING BUILDING FACADE
'ol-lz
PLANTER
SLOPE 1/4"/FT.
PLANTER
NOTE:
NEW PLANTERS AND STAIRS TO
BE SUPPORTED ON PIN PILES AS
REQUIRED PER STRUCTURAL
PLANTER
EL. 14.81
1/2"� PIPE RAIL
1/211=" 14
0
C14
2.5" ASPHAL"
PAVING ON
6" ATB BASE
EXISTING BUILDING FACADE
RECESSED LIGHT
SEE P LAN FOR SPACING
EL. 16.8'FINISH FLOOR 1'6" REVEAL
0
16.8
SLOPE 1/4"/FT.
4 .77
EL..,t,14.8 (VARIES)
SLOPE 1/4"/FT.
2.5" ASPHALT PAVING ON
6" ATB BASE
NOTE:
NEW PLANTERS AND STAIRS TO
BE SUPPORTED ON PIN PILES AS
REQUIRED PER STRUCTURAL
PLANTER AT BUILDING "All WALKWAY, SECTION 1/211 1 1
PLANTER
1 1/211� PIPE RAIL
EL. 16.8'FINISH FLOOR
PLANTER PLANTER
�4 I
:4
..4A
A: A'
'4
PLANTER
C)
4
'4 A
c\j
4
4" CONC. SLAB 4'
4 4
4"-6'BASE COURSE /
SLOPE 1/4"/FT.
EL. 11.81
NOTE:
NEW PLANTERS AND STAIRS TO 2.5" ASPHALT PAVING ON
BE SUPPORTED ON PIN PILES AS 6" ATB BASE
REQUIRED PER STRUCTURAL
1/211=11 1 5 1 SOUTH STAIR AT BUILDING "A" SECTION
31-011
A
2.5" ASPHALT
PAVING ON
6" ATB BASE
6" CURB
AT PLANTER BEYOND
4
6" CONCRETE-IDAVING
31-011
2124 THIRD AVENUE
JOHNSON SUITE 200
SEATTLE, WA 98121
A R. C H I T E C T U R. E 206-448-7580
& PLANNING T_LC FAX 448-8977
STATE OrWASHINGTON
1/2 It= it NO. DESCRIPTION DATE
R E V I S 10 N S
PROJECT NO: 2012-05
DATE: 2013-2-6
DRAWN BY: AT
APPROVAL: Si
Salish Center
190 Sunset Ave S
Edmonds Washington
98020
BUILDING "All
ADA RAMP
SECTIONS
PERNTRECEIVE
SHEET NO: FEB - 9 2013
EVELOPMENT SERVICES
A1.2 CRY OF EDMONDS
1/211 1 1 1/211 = 1 1
3 MIDDLE STAIR SECTION: SOUTH OF STAIR 1 6 RAISED WALKWAY SECTION
1 2 [3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
2
\ t-l",
W
W
0
0
0
:III I q
WILDING A I I
NNNNNNIIII 01=102
LANE
INUMENNUMEN
11060HERNERMEN
FIRE ACCESS PLAN
110b'Whhch,
21101%
1 1 2 3 4 5. 6 7 8 \ 10 11 12 1 2 3 4 5 6 7 1 8
A4
1 r2 3 4 5 6 AID A3
ro
FIRE DEPARTMENT
CONNECTION
NOTES:
LO
co
N
C\1
ti
61
23
2A
FIRE LANE -NO PARKING words to be painted on the
pavement inside the lane. Letters to be a minimum of
12" high, 2" stroke, yellow in color and alternatively
spaced every 50 feet. Perimeter of fire lane striped to 4"
yellow.
PIV A
PIV B
NONCONFLICTING
LANDSCAPE FOR PIV
ACCESS
FIRE D ART I
ACCESS TO WI HIN 0'
MINUMUM OF
SPRINKLERED A
BUILDING
TYPICAL AISLE WIDTH
24'CLEAR FOR
-TWO-LANE
FIRE LANE TO BE
MARKED WITH WORDS
"FIRE -LANE --NO
45'OUTSIDE RADIUS TO
ALLOW MANEUVERING
OF FIRE APPARATUS
25'INSIDE RADIUS TO
ALLOW MANEUVERING
OF FIRE APPARATUS ) Al
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ENTER
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Z
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CP
ICPD
10
2124 THIRD AVENUE
JOHNSON SUITE 200
SEATI1F_ WA 98121
A R. C H I T E C T U k E 206-448-7580
& PLANNING LLC FAX 448-8977
STATE "ASHING71)
Z� REVISIONS #1 2/25/2013
A1PERMIT CORRECTIONS #1 2/22/1013
NO. DESCRIPTION DATE
REVISIONS
PROJECT NO: 2012-05
DATE: 2013-2-22
DRAWN BY: AT
APPROVAL: si
Al Salish Center
190 Sunset Ave S
Edmonds Washington
98020
FIRE ACCESS
PERMIT
SHEET NO:RESUB
MAR - 12013
A1.4u,1.,L, D1 N&Dg%, R 7 M E N T
30' NDS
I
I
1
EROSION CONTROL PLAN
�jk"W)jz' 50cys 'fo ?16 losipeum 10 AlL
AK-i'$',)VED AS NOTED
BY ENC31NEERING
--ak wau�L-- OWN
4M,510
J5
Date: FOR
fjZoStOW bNT(ZOL V905W-96 -Q f-WAI�
10 qLACg,, 0-ftL ftM IS
Nl� 1VOWS 46p- 6TffjLrj:pTjdt�
WILC4 I VTc - NO IMM149f 81212%
vat Utk%V M091L -MS WAIT.
p
4
4-
4
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIM
TE
CB
FILTER SOCK WITH I
OVER FLOW HOLES I
CATCH BASIN
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES (SEE
DETAIL E111), THIS APPLICAITON
SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD,
2 1 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS NTS
ALI. EXPODED MRIFACES 10
BE, MMERED VIATHIN 2 DAYS
[ACTOR IS RESPONSIBLE
CONTROL AND DAMAGE
FILTER FABRIC --
SECURED TO 2' X 2
14 GA. WIRE FABRIF
EQUAL
2' X 2' WOOD OR C3
EQUIVALENT 11
cd
81- 12,
U
80
PLACE 3/4'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
cu
cu
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL,
2124 THIRD AVENUE
JOHNSON SUITE 200
SEATTLE, WA 98121
AkCHITECTUkE 206-"8-7580
& PLANNING LLC FAX 448-8977
ITIECT
STATE OMASHINGTI
NO. DESCRIPTION DATE
R E V I S 10 N S
PROJECT NO: 2012-05
DATE: 2013-2-6
FILTER FABRIC MATERIAL IN DRAWN BY: AT
C13NTINUEJUS ROLLS, USE STAPLES
OR WIRE RINGS TO ATTACH APPROVAL: Si
FABRIC TO WIRE,
t WIRE MESH SUPPORT FEICE
T13 SUPPORT FILTER FAEFIC, oalish Center
190 Sunset Ave S
Edmonds Washington
98020
,,BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
�l LAAW
P-' X 2' WOOD POSTS OR EROSION
EQUIVALENT
CONTROL
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
If '�j
1 = 20' 1" ILTER FABRIC FENCE FILTRATION SYSTEMS
M'#4 4 _I F
I
PERMIT
P%l pr-1 G
SHEET Nb
FEB - 9 2013
ELOPMENT SERVICES 01R.1
NTS A1.5 CITY OF EDMONDS I
F. H. *
616,
EXISTING PARKING
(NO CHANGE)
EXISTING SANITARY
SEWER
RAILROAD AVE. F.H.
C14
1 2 3 4 5 6[178 9 1011 12131415161718
TWO WAY LANES
1 2 3 4 5 6 7 8
LANDSCAPED AREAS 00
6'
cp
L0
.10
04
IP
EXISTING PARKINS
110
ACCE�S
''lllq�� ill �, � � I � 111`11`� Ir lq�11;'���l
1-4-11 If' k
EXISTING STALLS
TOTAL RETAIL AREA
STALLS REQUIRED
STALLS PROVIDED
I "4o\\
./ 0
276
42,088 SF
2/1 1000 SF OF RETAIL
6.6/1 1000 SF OF RETAIL
STALLS PROVIDED 4.2/1 1000 SF OF RETAIL
(AFTER DEDUCT STALLS LEASE TO TRANSIT)
19
04
AREA OF WORK i
PROPOSED MUSEUMI
L�044VOT`lll OF NeW 9�*f-Mp
&1aj6zATv12_) Pe?� A"14.
(ww� perem rr) \
gUILDING A
SALI�H CROSSING
(UNDE CONSTRUCTION
L-----------
1 1 21-3 4 1 5 1 6 1 7 1 8 9 10 11
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13
1 1 2 1 3 1 4 1 5 1 6 1 If 1 8 1 9 1 10 1 11
\j I I I
6'
L9
NOTES: INTERIOR TENANT IMPROVEMENT. NO GROUND DISTURBANCE
SITE PLAN
1 1 2 1 3 1 4 1 5
LANDSCAPED AREAS
F.D . C
'. . A
CADIA MUSEU
(10,124 SF)
F.H.
(0
LO
T_
cy) (0yj
co co co
BUILDING B
co co to
11. to to U)
Ul)
I co M co CID
cm cm
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ri n n
n
2 3 5 6 7 BUILDING
1 3 4 5 6 7 8 9 10 11 12
2 3 5 7
6
4
c
1 2 3 4 5 6 7 a 9 10 11 17 1 1 1
�4
13
A4
1 T23 4 5 6
. ..........
10
APPRO)4ED
FIrE E
Y _7
FF7
Cb
b
F.H.
SCALE 1/32 = 1 2 VICINITY PLAN
101
TO 1-5
010.C.2-
2124 THIRD AVENUE
JOHNSON
SUITE 200
SEATTLE, WA 98121
A R C H I T E C T U R E
206448-7580
& PLANNING LLC
FAX 448-8977
BY
L4
PROJECT NO: 2014-08
DATE: 3-15-2015
DRAWN BY- Mv
APPROVAL: si
%oascadmla
Art Museum
190 Sunset Ave S
Edmonds Washington
z.,98020
�,r.ff FILE-
:.� . �t.,jj
%We-, lip, P L AN
MAR 1,) 201s
DEVELOPMENT SERVICES
COUNTER
PERMIT
SHEET NO:
'N A1,0
IF &-p 40llllll 0,36? 1
I
0
SITE PL&I,
N SCALE: 1/32" = l'—O"
I HEM
ymmm om Elm
64 3 2 2 4 16 8 if
MRE NE
&� —Y-D/6 - OCD-43
APPROVED
FIRE DEPARTMENT
S"'TREET FILE
RECEIVED
MAR 0 12016
DEVELOPMENT SERVICES
COUNTER
0D
m
C/3
CIL
1�—
:z
W
m
Lij
:z
UJI
co
C%4
bL
0
co
m
-T-
C/3
W
w%-00
o
W
C-4
Cl�o-
C/3
C3
LLj
0
Uj
U:)
Uj
PERMIT
SUBMITTAL
SET
February 29th,
2016
ISSUE DATE: ...
MARK I DATE I DESCRIPTION
SCALE: AS DENOTED
JOB:
2015-CTI-WORK-01
SHEET DESCRIPTION
SHEET#
Al o00
1 1 SITE PLAN
-ALIGN WITH STAIRS @ BUILDING A
C. L
NG PER LANDSCAPE
C. SIDE WALK
STORM SEWE
OCC Classification = TYPE U
Construction Type = V B
Tota I Project Area = 610 sq ft
I
1/811 = 11 1 2 1 PROJECT INFO. 1 3
06
lop
VICINITY PLAN
.0
ON
"Nothing in this permit approval promso ah
__1
01, ba
interpreted as allowing-, �r p�erro.ktiag the
niaintenance of sAy existing illegal,
nonconforming or um;a,,rniitu,..,d birl-ding, structure
or site condki0nwhitli is 01i tside the scope of the
permit applicatim, regardlew of whether such
building, structure or condition is shown on the
8iteTlan or drawing. Such building structure or
con ition may be the subject of a s;�arate
enforcement action."
Zone Corner v--/Flag—
Setback Actual
Front
07-
Sides
Rear
Other
INDEX
ARCHITECTURAL SET
SHEET NO
A 1
A 2
A 3
A 4
STRUCTURAL SET
SHEET NO
S1.1
S2.1
lsummeneva
INNIIIIIIIIN
,v\1 al_�
IDE SEWE
ROJECT SITE
3
D A �; N C I f E 1)
BY ENG31NEERIN1131 i
JOHNSON
A R_ C H I T E C T U R E
& PLANNING ,I.c
2124 THIRD AVENUE
SUnT 200
SFATIU, WA 98121
206-448-75so
FAX448-8977
STATE "ASHINGT-51
�,6;PPRQVED By PLAN ING
U L
94
S-
q_7
—FOR EROSION CON'DIOL AND DAVIACIF
VMS
TITLE
SITE PLAN wNtcoz For-mt-r
PLANS
ELEVATIONS
DETAILS Z� PERMIT CORRECTION #2 8/15/14
A2
PLANNING CORRECTION #1 7/3/14
TITLE A, PERMIT CORRECTION #1 6/10/14
GENERAL STRUCTURAL NOTES NO. -DESCRIPTION DATE
PLANS AND ELEVATIONS R E V I s 10 N S
N
AAAA�_'
RESUIS
AUG 2 0 2014
BUILDING DEPARTMENT
CITY OF EDMONDS
1:1000
PROJECT NO: 2012-05
DATE: 2014-5-7
DRAWN BY: SG
APPROVAL: si
�allsh Center Arch
190 Sunset Ave S
Edmonds Washington
98020
N
10
ga��UF
PERMIT SET
SHEET NO:
A I