650 EDMONDS WAY.PDFIIIIIIIIIIIIII
11117
650 EDMONDS WAY
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: -0�
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:— DETERMINATION: [] Conditional Waiver Study Required XrWaiver
DISCRETIONARY PERMIT ff'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER): lmz?9&kk� m6w"
onAvinit, L. \tnnA*,-7c\f.%/ ,
PLANNING DATA CHECKLIS'
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:— T 0100
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LID ff:
LOT:
MOM
BLOCK:
LATEMP\DSTs\Fomis\Street File Checklist.doc
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CITY OF EDMONDS
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10 PLANNING DATA 4'
New Commercial I Multi -Family Projects
STREET
Name:
54 S A
Date: 0 01
SiteAddress-,f, 6�;D low
Plan Check BLD -2_(90�_C)Z_3-7
Project Oescription-.C,
Use(s)Proposed:
Allowed Use: S NO)
CUP File Number:
To Allow What Uses:
Legal Nonconfo rming Land Use Determination issued: (YES /0
Reduced Site Plan Provided.- ( &E/ NO)
Zoning:
Map Page:
Comp Plan Designation: P144,Y-d &V�op_V5
Corner Lot: (YESe3o
Flag LoL (YES;46) 01,5
ADO File Number (date waived): IVA
Lot Area:
Plans Match AD6 Approved: (YES I NOY—
Shoreline Required: (YES
Critical Areas Determination #-
El Study Required 'CPA-2-00 0 t
Wwaiver
SEPA Determination:
Exempt
Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballingev Requires: (11 Fee, (2) Environmental Checklist, and (3) APO List with notarized form)-
flVt7ijir�!d.-S0t4qcks
Street: Side: Side: Rear.
A 0-%
V L I/ C
Street.
Side.
Side:
Rea
Lot Coverage/FAR Required:
Lot S���FAR Provided:
Lot Coverage/FAR Calculations:
Datum Point:
Datum Ele� (5n-
Maximum Height:
Subdivision:
Lot Aggregation Required:
Landscaping Matches ADB Approved:
Landscaping Bid Provided.- (YES I NO)
�hd Amount (1100% Bid). -
Plan Review By:
0 0
PLANNING DATA
New Commercial I Multi -Family Projects
1"Merchi Aitaly Ls
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Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
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Rom (0 S
20 C)
2- 166
10.6
rotal Parking Required:
30-6(
rotal Parking Pro vided_-
mult,-FairW Parking A
# Bedrooms per Dwelling Unit
Parking Ratio
#
Required
Parking
Studio
1-2/D.U-_,_----'
I Bedroom
2 Bedrooms
1.81D.U_
3 + Bedrooms,��
2.01D.U_
7-otal Parking Required -
To tal Parking Pro vided.-
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PLANNING DATA
New Commercial / Mulffamily Promects
W 5W
SITEADDRESS:
4 -ZONING:
U. yt
SE(S) PROPOSED- ALLOWED?:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
CUP File: To Al I low What Uses?: — -
ADB FILE#: —
PARKING:
Use: No. Spaces Required: 130D
4-W -A 61 -1' X 4 1 ?) tv 0 -51) D (floor area, # employees, etc.) = 16.
(,jUse: No. Spaces Required:
41 X (floor area, # employees, etc.) =
4w*tUse: No. Spaces Required:
-6pa cic.- X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided: no chanaC_,-,
P ot4�a_ C a KI_e�
SETBACKS:
Required Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side: —Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA --
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: —Actual Height:
Modulation Allowed?- Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
.LANDSCAPING:
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #: 6, A -1,00
SEPA DETERMINATION: —
SHORELINE REQUIRED?:
Continued ...
LALIBRAMPLANNINGTonns & Handouts\Staff Reports\^p1andat_NewCoinn.doc
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DATE: o15 o 1-1-0 Do PLAN.CHK#:
NAME OF BUILDING PERMIT APPLICANT: 1;alvaA&6fL4 d I'D
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PROJECT DESCRIPTION: rkl aAlQe,., of U Ce-, flDm aaw a r
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ADB FILE #: OR DATE WAIVED: I o
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
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LOT AGGREGATION REQUIRED?-.
REDUCED SITE PLAN (8.5XIl) PROVIDED FOR STREET FILE?
OTHER:
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APPROVED BY
PLANNING
()tT 110 117,fo STREETf
DAY CARE CENTER
Date: 5— 10-01
11
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650 EDMOND5 WAY
APPROVED BY ENGINEERING
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City of Edmonds -
Development Service Diqpartnierit,
Planning Division
Phone: 425.771.0220,
-1.0221
Fa,�!�, 425177
The Critical Areas Checklist conta ined on this form is td
be filled out by any person prepAritig"a Development
Permit Application for the City of Edmonds prior to -
his/her submittal of the application to the City..
The purpose of the Checklist is to enable City -staff to
deteninine whether any potential Critical Areas are', 6r"
may be, present on the subject property. The information
needed ;to complete th:eChecklist,,.should cbe easily
available from observations of the site or data available at.
City Hall (Critical areas inventories, maps, or soil
'surveys).
40
D`a`t6k c�e�eived:—ILO - a� -n I
�C,,ity,.Rqceipt#:.
�rit.ica!,Ard6s File #: as�- (01 -135
Criticol,�Areas'Checkli§tz,,r'ee:'t
,,.:Date Mailed.tp,,ApDlicant:,
A property owner, or �his/.h.. er,-i authorized . reDr`esentat. ive,
fill out the 'sign and'date it, and subriiit it
Ao'the City�` The City will" r-ev" iel, w-the''' checklist, I ffiik� a
precursory site, visit,.and make a determination 'of the
S�gstly. ! ., - , - 1. :., -'
equent steps necessary to complete a development
permii application.
Please submit a vicinity m a-$, along with the signed copy
-City staffi-i :,findingand locating -the
jpfthis� form to assist n
-:Ispecifiq- piece!,of,propgrty 1. descnibed'on this form. In
addition, the applicant, shall include other pe r-tinent
e si e-. plan, �topograpny ., map,- etc.)- or
-inion-hatiori" ( -g-`�,"t
studiesin onj�hctio'n',%�ithihis"C'hecklist.to assistant staff
in completing their preliminary asses smeht of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the�processing of the. application agrees,
to release, indemnify, defend and hold the City of tdriion'ds harmless from any and all damages, including reasonable
ase o e or part upon a se, mis eddinig, 'inaccurate or
attomey's, fees, arising from any action or itifiaiction b : d in A* I
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information,rq exhibits herewith. submitted are true and correct.to the best of my ,
knowledge and that I am authorized to file'this application on the'behalf of the owner as listed below.
DATE --77:>
SIGNATURE OF APPLICANT/Alc��
Property Owner's Authorization-11
By my signature, I certify that I have authorized the above ' Applicant/Agqnt to apply,,f6r the,subject land use applicatio i n,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject. property for the
purposes of inspection and posting attendant to thisapplication.
SIGNATURE OF OWNER '—U,�CLxrr'0-n,f : , I � � DATE— 1-0�
Owner/Applicant:
Name
. SO L- t)+ 4--z-,Qq
Street Address �J
qH fyi wc�� LO—
City State Zip.
Telephone: 79
Email address ptional):
A' lie nt-We t t've:
presen a i
.1 7p,
Name
'Street Addres's
FH min oo,5 0�u
ty S�tate Zip
I f
Telephone:_ (4��) 74-D SO
Email Address (optionaIj."
Critical Areas Checklist.doc/3.19.2001
CriticqL,Areas,Q listo
heck.
Site information (soils/ topogrdpfi'/ h d logy/vegetation
ro
Y
1. Site Address/ Location:
2. Property Tax Accou�W'��'ber:'
CA File No: Ca -()I I 2.�
3. Avvroximate Site -Siz6 (Acres -or"sq - -f
pare qet):
F+,
4. Is this site currently de'veloped?��/,
yes; no.
If yes; how is site developed? C-bMM!e
5. Describe the general site topography. Chkk all. that apply..,,
Flat: �les 9 than, 5-feet elevation ch-ange over entire site.
Rolling: slopes on site. generall less. than 15% .(a vertic4l"nse� ofJO-feet over7a horizontal
, Y1_
distance of 66-feet).
Hilly: slopes, present on site iof mord, than� 15 % and lest lhari -30%, a vertical'rise of'10-fee't
�6f 33 to 66-feet).
over a horizontal distance
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-fe
Other (please describe):
6. Site contains areas of year-round standing Miaten. Approx. Depth:
7. Site contains areas of seasonal standing water Approx. Depth:
What season(s) of the year?
8. Si I te is in the floodway N r) fl6odplairi D of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
- K) () Flows are seasonal? (What time of year7
10. Site is primarily: forested meadow -shrubs mixed
u rban landscaped- (lawnshrubs etc) Q,44haj lr� (a tov'�_
11. Obvious wetIand is present on site:
5. Site widiin designated earthisubsidence landslide,haiaid� area?
I
Critical Areas Checklist.doc/3.19.2001
APPLICATION CARD No . .................................
for
The City of Edmonds SIDDE SEWER PERWr EASEMENT No . .................................
OUTSIDE 0 INSIDE E] REPAIRS E]
-OWNER ... e'_a�av .............................................. CONTRACTOR ... �.r
STREET
HOUSENO A Y AVENUE LOT No
. .. ...................... ..... .............................................
NAME ADD . ..............
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Date
/ Now
AA,?r5
Appro
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, $ .............................................
SEWER WORK ORDER ISSUED .......................................... DATE
................................. PERMIT No.
............ BLOCK No . ...............................................
......................................................................................
APPROVED
151963
6
ved:
... .... ...... . ;11 -- ---- ------------ . . .. .. . .... .......
1 4
GTC 412-069
FOR REFERENCE ONLY
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4/
_650. Edmonds Way
Trip Generation' & Mitigati -on
Uj
Prepared for: 650 Edmonds Way
Jurisdiction: City of Edmonds
May 2012
0
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RI-r-ECEIVED
J ! 14
U - 6 2012
DOVELON�F-W SFFNICES CTIR.
CITY 04DNIONOS
650 Edmonds Way Trip Generation & Mitigation Memorandum
TABLE OF CONTENTS
1. DEVELOPMENT. IDENTIFICATION ................................................................................... 1
2. TRIP GENERATION .............................................................................................................. 2
3. TRAFFIC IMPACT FEES ...................................................................................................... 3
LIST OF TABLES
Table 1: Trip Generation Summary ............................................................................................... 2
Table 2: Traffic Mitigation Fee Calculation .................................................................................. 3
ATTACHMENTS
Trip Generation Calculations ......................................................................................................... A
SitePlan ....................................................................................................................................... B
Gibson Traffic Consultants May 2012
GTC # 12-069 i
650 Edmonds Way Trip Generation & Mitigation Memorandum
1. DEVELOPMENT IDENTIFICATION
Gibson Traffic Consultants (GTC) has been retained to analyze the traffic impacts of the
proposed tenant improvement of 650 Edmonds Way from a single-family residence to specialty
retail/support space for the adjacent Five Restaurant Bistro. GTC is a professional traffic
engineering consulting firm registered and licensed in the State of Washington. This study has
been organized in the manner of the SEPA Traffic Impact Requirements for the City of Edmonds
for developments generating less than 25 PM peak -hour trips.
GTC is located at:
2802 Wetmore Avenue, Suite 220
Everett, WA 98201
Phone: 425-339-8266
Fax:.425-258-2922
Email: info@gibsontraffic.com
Matthew Palmer, responsible for this report and traffic analysis, is a licensed professional
engineer (Civil) in the State of Washington and member of the Washington State section of ITE.
The proposed 650 Edmonds Way tenant improvement will consist of converting the existing
1,040 square -foot (SF) single-family residence to specialty retail/support space. Although the
site has access to 226 1h Street SW; the site address is:
650 Edmonds Way
Edmonds, WA 98020
The proposed tenant improvement is anticipated to be operational by the middle/end of 2012.
The property currently is served by the existing access onto 226 th Street SW. No change in
access is proposed.
Gibson Traffic Consultants May 2012
GTC # 12-069 1
650 Edmonds Way Trip Generation & Mitigation Memorandum
2. TRIP GENERATION
Trip generation rates were obtained from the Institute of Transportation Engineers (ITE) Trip
Generation, 8 th Edition (2008). The average trip generation rates for ITE Land Use Code (LUC)
814, specialty retail, and ITE LUC 210, single-family residential, have been used for the trip
generation calculations.
The specialty retail land use is being utilized for the office/support space for Five Restaurant
Bistro since the space will be an extension of the existing restaurant, which is part of an existing
strip. 'mall. The specialty retail land use is typically used for strip mall type developments to
allow' for flexibility so that a traffic analysis is not required with every change in use or tenant
improvement. The specialty retail land use was utilized for the tenant improvement of the Five
Restaurant Bistro, restaurant is an acceptable use under the ITE Land Use Code 814; therefore,
the specialty retail use should also be applicable for this change in use.
The City of Edmonds. Road Impact Fee Table shows that 55% of the trips geinerated� by
developments utilizing ITE Land Use Code 814 are new trips, equivalent to a pass -by reduction
of 45%. This pass -by reduction has been applied to the daily, AM peak -hour and PM peak -hour
trip generation calculations.
The conversion from a single-family residence to 1,040 SF of specialty retail tenant
improvement is anticipated to generate 15.8 net new ADT, with -0.33 net new AM peak -hour
trips (0.07 inbound/-0.40 outbound) and 0.54 net new PM peak -hour trips (0.04 inbound/0.50
outbound). The trip generation is summarized in Table 1.
Table 1: Trip Generation Summary
Average
AM Peak -Hour Trips
PM Peak -Hour Tr . ips
Land Use
Size
Daily
Trips
Inbound
Outbound
Total
Inbound
Outbound
Total
Specialty Retail
(Proposed)
11040 SF
25.4
0.26
0.16
0.42
0.68
1.55
Single -Family
-1 Unit
-9.6
-0.19
-0.56
-0.75
-0.64
-0.37
-1.01
(Removed)
Total Net New Trips
15.8
0.07
-0.40
-0.33
0.04
0.50
0.54
The trip generation calculations are included in the attachments.
Gibson Traffic Consultants May 2012
GTC #12-069 2
650 Edmonds Way Trip Generation & Mitigation Memorandum
3. TRAFFIC IMPACT FEES
Traffic impact mitigation payments to the City of Edmonds are based on Edmonds Road Impact
Fee Rate Study Table 4, Impact Fee Rates. The impact fee rate table that was adopted in 2004 is
to be used for determining the credit for a previous use permitted prior to September 2004. This
would apply to the single-family residence for the existing credit. The new impact fee rate table
adopted in 2009 will be used for the specialty retail.
The traffic mitigation fee calculation for the 650 Edmonds Way tenant improvement is
summarized in Table 2.
Table 2: Traffic Mitigation Fee Calculation
Number
Trip
%
Trip
Net New Trips
Impact Fee
Land Use
of Units
Rate
New
Length
per Unit of
per Unit
Total
Trips
Factor
Measure
Specialty Retail
1,040 SF
2.71
55%
0.60
0.89 per 1,000 SF
$0.93 per SF
$967.20
(Proposed)
Single -Family
-1 Unit
1.01
100%
1.09
1. 10 per Dwelling
$840.72 per
-$840.72
(Removed)
Dwelling
Total
---
---
---
---
---
---
$126.48
The total traffic mitigation fee for the 650 Edmonds Way tenant improvement is $126.48.
Gibson Traffic Consultants May 2012
GTC # 12-069 3
Trip Generation Calculations
m
650 Edmonds Way
GTC #12-069
Trip Generation for:
Weekday
(a.k.a.):
Average Weekday
Daily Trips (AWDT)
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONS
DIRECTIONAL ASSIGNMENTS
Internal
DIVERTED
DIVERTED1
Gross Trips
TOTAL
PASS -BY
NEW PASS -BY
V
NEW
Crossover
LINK
LINK
ITE
% of
Trips
% of
% of
Trip
%
%
In+Out
ln+Out
ln+Out
In+Out
In+Out
LAND USES
VARIABLE
LU
Gross
In+Out
Ext
Ext
In
Out
In
Out
In
Out
Rate
IN
OUT
(Total)
(Total)
(Total)
(Total)
(Total)
coft
Trips
(Total)
Trip's
Trip's
Specialty Retail (Proposed)
1.040 ksqft
814
44.32
50%
50%
46.09
0%
0
46.09
45%
20.74
0%
0
25.35
10.4
LL10.J4
0.0
0..
13.0
12.4
Fingle-Farnily Res. (Removed)
-1 units
210
, 9.57
50%,
50%,
-9.57
, 0%
0
-9.57
, 0%
, 0.00
0%
0
-9.571
0.0
1_2.0
-5.0
-4.6
JTotal
36.52
0
1 36.52
11111111NIiII1111111111111
20.74
1 0 11
15.78
110.41
10.415.6
1 6.6
650 Edmonds Way
GTC #12-069
Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 7 and 9 AM
(a.k.a.): Weekday AM Peak Hour
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONS
DIRECTIONAL
ASSIGNMENTS
Gross Trips Internal
Crossover
TOTAL
PASS -BY
DIVERTED
LINK
NEW
PASS -BY
DIVERTED
LINK
NEW
LAND USES
VARIABLE
ITE
LU
code
Trip
Rate
%
IN
%
OUT
In+Out
(Total)
% of
Gross
Trips
Trips
In+Out
(Total)
In+Out
(Total)
% of
Ext.
Trips
I
In+Out
(Total)
I
% of
Ext.
Trips
In+Out
(Total)
In+Out
(Total)
In
M1
Out
In
Out
In
out
Specialty Retail (Proposed)
1.040 ksqft
814
0.74
61%
39%
0.77
0%
0
0.77
45%
0%
0.42
0
0 1
0
0
0.26
0+16
1 Single -Family Res. (Removed)
-1 units
1 210
1 0.75
1 25%
1 75%
-0.75
0%
0
-0.75
0%
�0.�35
0.00
0%
0
OJ
:::�O
-0.75
0
0
-0.19
-0.56
I
!Total
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-0.33
0
o IF-677-11
0.07
1 -0.40
Specialty Retail Trip Rate was calculated from Shopping Center ratio of PM peak -hour trips multiplied by the Shopping Center AM Trip Rate.
650 Edmonds Way
GTC #12-069
Trip Generation for:
Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM
(a.k.a.):
Weekday PM Peak Hour
NET EXTERNAL TRIPS BY TYPE
IN BOTH DIRECTIONS
DIRECTIONAL ASSIGNMENTS
Gross Trips
Internal
TOTAL
PASS -BY
DIVERTED
NEW PASS -BY
DIVERTED
NEW
Crossover
LINK
LINK
ITE
% of
Trips
I
% of
% of
LAND USES
VARIABLE
LU
Trip
%
%
In+Out
Gross
In+Out
I n+Out
Ext.
In+Out
Ext.
In+Out
In+Out
In
Out
In
Out
In
Out
Rate
IN
OUT
(Total)
(Total)
(Total)
(Total)
(Total)
c ode
Trips
(Total)
I
Trips
Trips
I
I
Specialty Retail (Proposed)
1.040 ksqft
814
2.71
44%
56%
2.82
0%
0
2.82
45%
1.2d7
0%
0
1.55
1
0
0
0
IlSingle-Family Res. (Removed)
-1 units
1 210
1 1.01
163%1
37%
-1.01
0%
0
-1.01
1 0%
0
L 0.00
L .0%
0
od
1 -1.011
0
0
0
iTotal
...... . ..........
. ........ ...........
.........................
......... ..... .
I ............... .........
...
1
1 1.81
illil!llllllllllillllillillilli!I
0
1 1.81
...................
..........................
1 ..........................
1 1.27
0
1 0.54
1 1
1 0
0
0
Site Plan
m
1 4 i , rs,
Z
CD
�2
-L-uj
ENLARGED ROOF
OVERHANG(DAS
-2"
Lu I
g
CL EXIST. SANITARY
SEWER LINE
4'J'
24'-0"
PROPERTY LINE (140-)
EXIST, PARKING LOT
FOR RESTAURANT
EXIST. ROCK BED
(4"-6" ROCK)
EXIST. CONC.
6-TALL
WALKWAY
EXIST. TREE
L EXIST. GRAVEL TO BE
REPLACED WITH
PERVIOUS
LANDSCAPING
NEW
H HANDRAIL 0
EACH SIDE
��E 1110-111M
F-EXIST. ROCK BED
EXIST. - - ROCK)
-6'
(4'
CONC.
S.O.G.
NEW CONC. STAIRS
TO REPLACE EXIST .
EXI§ ' T. 1040, SF R
N,TO�BEZED�:- EXIST. ROOF D.S. TO REMAIN,
TYP.; EXIST. STORMWATER
UP
,FrQRT SPAQ F E'-
DRAINAGE SYSTEM UNLATERED
RESTAURANT
EXIST. GRAVEL TO BE
REPLACED WITH
4 4 C= X
< PERVIOUS
00
4
4
Lu
1-1 ', 2% SLOPE, 1 0 SLOP�
ZD
Lu f (KI N.)
I u- 4
Lu NE 1p V "�D 4
' W AA
PARK2 A A
S
Lu 1288S
C) u-
N,
7'-6" 24--0"
N
-C 4
CENTER LINE ROAD
SITE PLAN
V= 20'
650 Edmwds Way
EXIST STRUCTURE
(FIVE RETAURANT)
SANITARY SEWER LINE
GAS METER
IFn
ELEC. METER ��
0 0 LANDSCAPING
ENLA�GED U41NG
AND tOF OVEI�ANG
AT ENTRY EXIST.
42" WIDE CONC. �AILKWAY OVERHEAD
POWER LINE4
WHEELCHAIR RAMP EXIST
LREFER TO FLOOR WATER LINE
N FOR MORE INFO.) V
WATER METER-��, POWER POLE
LINE (140')
NEW 3' TALL FENCE TO
REPLACE EXIST. 6' FENCE
EXIST. qNT
T7RSTAACU
6' TALL FENCE
EXIST. GAS
LINE
L2
-C:,
Lu
Lu
uj
Lu
u-
CD
Lu
u-
Lu
24
05.16.2012
David Gilchrist Architect
B - 1
Bjorlback, Leif
From: Bjorback, Leif -&010— 0-7--Ig-
Sent: Tuesday, January 31, 2012 11:30 AM Vt�k FLD
To: 'Theodore Clark'; Smith, Mike
Cc: Yarbe&y, Leonard amvkd,�� wx�
Subject: RE: FIVE Restaurant I Bistro
Hi Ted,
Thank you for sending the information on the tarp covering materials. The image of the certificate that you
attached shows compliance with the applicable code standards for fire retardance. As such, we at the city will
allow the covering to remain in place for the time being. However, we ask that you find a permanent solution to
the situation in order to provide for your needs in the long term. We ask that by April 1st, you will either '
remove the covering or apply for the appropriate permits to make necessary alterations that would allow you to
continue.the use of the covering. We will be glad to continue working with you to find an approach that is
compliant with city codes.
Also, Mike and I would like to meet with you on site in the next few days or so to take another cursory look at
the tarp installation, as well as discuss your upcoming fundraising event scheduled for late February. Please
let us know a time that will work for you.
Regards,
Leif Bjorback
Assistant Building Official
City of Edmonds
(425) 771-0220
• ----- Original Message -----
• From: Theodore Clark [mailto:fiveedmonds@me.com]
• Sent: Friday, January 27, 2012 11:00 AM
• To: Bjorback, Leif; Smith, Mike
• Subject: FIVE Restaurant I Bistro
>Hello Leif. T ' his is what I got from the vinyl guy. I can bring you
> the hard copies today. I don't think I have Mike's new email address.
.> If you could forward this to him, I would be grateful..
�Ti
r�
M
• As far as our meetings go... I feel a room full of frustration. You
• were all just trying to do your jobs and I see that when things like
• this happen, it makes it difficult. As I ' stated in the meeting, this
• was not covered to go against you or any codes. In fact,. we took great care to make sure that it riot only
wasn't a permanent cover, but that
• the net result would not be dangerous. I asked the guy about fire retardant
• materials because I don't like hurting my friends and family any more
• than you do. I made sure that he told me that it would hold a snow
• load. I made sure that he did not attach it with screws or even
• nails. Zip ties are very temporary. If I would have wanted to make
• it permanent, I would have had a contractor put hard translucent
• plastic up and it would have been far cheaper and looked much better.
• The point is,,we are all just trying to get through this. If I can
• just keep my tables and chairs dry for the rest of the winter, I will
• pull it off in the spring. I have not, and will not seat a person out
• on that patio though I will continue to use it as my workspace for me
0
> personally. Please let me know what else I can do until I reapply for
> a new design later this year.
> Sincerely,
> Ted Clark
CERTIFICATE. OF FLAME RESISTANCE..:- -
TRADE NAME
of
FLAME -RESISTANT FABRIC
16oz F/KCILEAR
TENT TOP
This is to certify, that the materials described below -have been'-flam
e-retardanttreated
p
(,or are inherently nonflammable') and were�sup 'lied to:.
Description: . 61 1 6oz F/R "Cle�r" Tent Top La�inate NVhite
CANVASSUP.PLY,
AVE N.W. Item #6 VL-:LU16-061-02
4711 BALLARD is le: ST1009K
SEATTLE,.WA 98107
Color*(s):, Clear only
Certification is hereb a
y made th
The articles described on this certificate have been made from a flame-resistant'Fabric
..,RECEIVED
Registered and approved by the California State Fire Marshal, equialto or exceeds,CSFM,
-0 1 2012 -7 Test 1 (Small Scale)- NFPA.701.7 Test 2 (L e), CPAI784, & NYC MEA
JANU NFPA 701 _arge Scal
DEVELOPMENT SERVICEO
OT Be -Re
COUNTER The Flame Retardant Process UsedWILL I'$ — moved By
Washing And Is Effe ctive For The L Of��Fkb ic
SEATTLE TEXTILE COMPANY S gned:. Id
Name of Applicator 6f Flame Resistant Finish 1:,' Certific list Scott,Kaczmarek Seattle Textile Corngany
This Certificate Expires on: 12/31/2.012
TRADE NAKE
of
FLAME-RESISTANT'FABRIC
T/111 140z,
..,-TENT,rop.
This,isto certif 11111 M -treated
y that the. aterials described below, have been fla e retardant
-(.o ri are inherently nonflammable and were supplied to:
Description:, 61 14.oz "F/R" Tent Top Larriffiate "Gloiss"'. Finish
CANVAS SUPPLY'
4711 BALLARD AVE N.W. Style: ST1309K (G) FR'. Style: -'VL-LU13-061-80
SEATTLE WA 98107
Codor(s).: Bfilck
Certification is hereby made. that:.
-RECEIVEDi.
The articles described on. this certificate have been made from a. flame -resistant' Fabric
Registered and approved by the California State'Fire Marshal, equal to or exceeds CSFM,
JAN 3 12012
. . NFPA 701 —Jest 1 (Small -Scale), �NFPA 701 —Test 2 (Large Scale),- CPAI-84, & NY-C MEA
DEVELOOMENT SERVICES
COUNTER The Flame Retardant -Pr .'cess Used WILL NOT Be-Remi'Oved.-By"
0
Washing And Is Effective For The Lff Of The F ric
A
Signed:
SEATTLE TEXTILE'COMPANY
Name of Applicator of Flarne Resistant Finish Certificatio �66dist — Ktile'Comp
This Ce rtifica te Expires 6n
1 131/2012
Certificate of Flame Resistatice - CANVAS SUPPLY VL-LU13-061-80 2012
Occupancy established by this cer
A2
Maximum Occupant Lb
I �z
Room.
Building Owner: Lakeshore. InVesl
THE Five Restaurant Bistro 7,, �' *
2009 EDITION OF THE INTERNATIONAL BUI
USE FOR WHICH THE PROPOSED OCCUPA
0 L000.,
PER International Building Code Section 1 11,
BuiIding%P,2j!nit'#: BLD2011-0163
ficate: Dwell i,ng'U nits: N/A No. Stories: 1
i,J-ypqaCon struction: VB Basement: N/A
Ji
It
d rs�*'�:, (Per IBC 1004)
musti t6d at bl0imes.
9pac/ y d?,,-r,
;,n*,nrFe&4W,re jPj,-'- remaimpos
`S1
tKfIINSOEt--t�EDTA—N'&iKO-P-.ROVEb�ASdOMPLY114G'-WITH THE REQUIREMENTS OF THE
��' a z5r�
DDEASAD PTED'BX—JHE"��"' D DIVISION OF OCCUPANCY AND THE
:CITY FORJ497dfibuP AN
SIFIED.
D Cl-!,�EF BPI�DI�G OF ICIAL
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall bernaintained in.legible condition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
01 10
CITY OF EDMONDS
Grease Removal Equipment Application
Business Name: L70 Date Submitted:.& 0 7,'
Address:
BusinessOwner: (�'—LA-I�Y,-Mailing Address:
No.:
Contact Person/Title: Phone: 20ro
Days/Hours of Operation:
Total Number of Meals Served Per Peak Hour (assume all seats filled):
Number of Seats: Dining: Lounge/Bar:_ Banquet Rooms: Deck/Patio:
Building Occupancy Permit Capacity: Health Dept. Permit Capacity
Inventory of Kitchen Equipment and Plumbing Fixtures for this Establishment: (Grills,
burners, ovens, hoods, deep fat fryers, wok stations, soup kettles, sin re -wash sinks,
dipiwashers, di p sinks, floor drains, etc.) �j D—
isposers, mo
Irf-,e 3�� P i\^-A fl-f— c,-9XN--) z V eka-r- IAJ—d'
What proportion, if any, of the dishware used is of the disposable type?
A I
How is waste oil/grease handled, stored, and recycled/disposed? 11J
Estimate gallons of waste oil/grease produced per month:
If recycled, by which company? hi.
How are vent hoods cleaned and where does the cleaning waste go?
Contact the Pretreatment Technician at 425-672-5755 to Xscuss the type and
size of equipmentyou must install, and then complete the appropriate
accoiVanying worksheetfor either a Grease Interceptor or a Grease Trap.
[Rev.Feb.20041
. STREET FILE
Grease Trap Sizing Worksheet
Facility Name: L) L�;'
Address: 0__�U
Suite No.:
A Grease Trap plumbing permit is required ($165.00 fee). Contact the Pretreatment
Technician (425-672-5755) if you have any questions and also to get signature approval on
this form.
Dishwashers are not allowed to be connected to a Grease Trap.
Food disposers are not allowed in a facility served by a Grease Trap and must be disabled or
removed. Solids must be screened out and placed in the solid waste container.
Fixture Capacity in Cubic
Inches
(L x W x D x no. of sinks)
Fixture Capacity
in Gallons
(Cu. In. -.- 231)
Drainage Load
(75% of Total
Capacity)
Flow Rate for
a 2-Minute
Drain Period
#1
x 13 x 11- x 6) egW c.i.
231 .7 gal.
x .75 = 11- G gal.
2 gpm
#2
x x x c.i.
231 gal.
x.75 = gal.
2 = gpm
#3
X X X c.i.
�231 gal.
x.75 = gal.
2 = gpm
#4
X X X cd.
231 gal-
x.75 = gal.
2 = gpm
Grease Trap #1 - Total drainage flows from maximum of 4 fixtures
gpm
#1
X X X c.i.
231 = gal.
x.75 = gal.
2 = gpm
#2
X X X c.i.
231 = gal-
x .75 = -gal.
+ 2 = gpm
#3
X X X c.i.
�231 = -gal.
x.75 = gal.
2 = gpm.
#4
1 X X X c.i.
I - 231 = gal.
x.75 =
I __ gal.
2= gpm
Grease Trap #2 - Total drainage flows from maximum of 4 fixtures
gpm
MINIMUM, SIZE OF GREASE TRAP(S) REQUIRED
gpm
Number of Fixtures Connected to a Grease Trap
60
2
3�,
1
Grease Trap Size (in gpm)
YO
25
(36)
1 ! 10
Upsize for factors such as high volume dishwashing, high oil/grease content on menu, etc.
----(For City use only below this line) --
Remarks:
Size Approved: gpm Approved by: LnN &�� Date:
retreatment Technician
[Rev. Feb. 20041
McConnell, Jeanie
From: Ted Clark [subshops@mac.com]
Sent: Tuesday, May 19, 2009 2:45 PM
To: McConnell, Jeanie
Subject: Fwd: Traffic Mitigation Fees
Sent from my iPhone
Begin forwarded message:
From: Brad Lincoln <
Date: May 19, 2009 11:19:43 AM PDT
To: subshops@mac.com
Subject: Traffic Mitigation Fees
Ted:
Page I of 2
UT ;L
FILE
t'V�V,0,4EO
foqwks
11<f, .4 0110-7-1
,It in se,
5%A Or 020
tjf,
cwv" . 00U:LV0%?
oe
I have reviewed the information from the City of Edmonds and believe they are applying
the wrong ITE Land Use Code to the Sub Shop. Their mitigation fee table is based on data
from 2003 and does not include every land use code. This type of restaurant, especially
when part of a larger retail center, is typically part of ITE Land Use Code 814 (specialty
retail) or ITE Land Use Code 820 (shopping center). Both of these uses have lower trip
generation rates than ITE Land Use Code 832, which is now ITE Land Use Code 932 (high -
turnover sit-down restaurant) in the most recent ITE trip generation data. It should also be
noted that ITE Land use Code 814 has a lower PM peak -hour trip generation rate than ITE
Land Use Code 820 (the mitigation fees are based on the PM peak -hour trip generation
rates).
I have included the description for ITE Land Use Code 932, which does not correlate to a
Sub Shop type restaurant. The description for ITE Land Use Code 932 indicates a high -
turnover sit-dovm restaurant as one where "[p]atrons commonly wait to be seated, are
served by a waiter/waitress, order from menus and pay for their meal after they eat." This
does not reflect the operation of a Sub Shop restaurant. The description for 932 is
consistent with an Applebee's, Chili's or Red Robin type of restaurant, which is clearly'
different that a Sub Shop. The descriptions for ITE Land Use Code 814 and 820 both
include the possibility of restaurants (814 actually says small restaurants).
The existing use was most likely part of a larger development and was likely identified as
ITE Land Use Code 814 or 820 (that is the standard procedure for a strip mall or shopping
center). Since the existing use and proposed use are both acceptable uses under code 820,
5/20/2009
Page 2 of 2
the change in use should not require the payment of additional traffic mitigation fees.
Brad Lincoln, PE
Gibson Traffic Consultants, Inc.
2802 Wetmore Ave, #220
Everett, WA 98201
(p) 425-339-8266
(f) 425-258-2922
5/20/2009
0 0
CITY OF EDMONDS
TRAFFIC IMPACT ANALYSIS
WORK SHEET X19
Name of Proposed Project:
Owner/4pp'licant:
Name
k5-0 ,- D
6��
Street/Mailing Address f
gjv,�4c,-
city State Zip
Telephone. �4gL;� &?�; qco -_*2
C
7�
Applicant Contact Person:
Name
Street/Mailing Address
city State Zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Anal *
17 9
r
Firm Name Contact Name Telephone
1. PROJECT DESCRIPTION
a. Street address (if known):
b. Location:
(Attach a vicinity map and siteplan.)
c. Specify existing land use: P- e- +,-� I
1441
d. Specify proposed type and size of development:
-
e. When will the project begin construction and when will it be completed? Pa,4 10 ', —J--,/ 1', Q- t 194()0'
f Define proposed access locations:
g. . Define proposed sight distance at site egress locations:
D- 1
0
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
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:
P.n. I
3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages, and assignments.
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 Analysis:,
• Existing Conditions-
LOS Delays
• Year of Opening
LOS Delays
• Five Years Beyond Change of Land Use
LOS Delays
(Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer.)
c. Describe channelization warrants:
d. Vehicle Storage/Queuing Analysis (calculate 50%. and 95 % queuing lengths):
50%
• Existing Conditions
• Year of Opening
Five Years Beyond
Change of Land Use
e. If appropriate, state stop sign and signal warrants:
f. Summarize local accident history:
(Attach stripingplan.)
95%
p2ap I
0 0
5. TRAFFIC VOLUMES
a. Describe existing ADT and peak -hour counts, 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 )kithout project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE ANALYSIS
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 calculatiolis.
Existint! LOS:
Existing Condition:
Year of Opening LOS:
With Project:
Without Project:
PnaA A
0 9
Five Years After Opening LOS:
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
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 18.82.12 , except as otherwise provided for independent fee calculations in ECDC 18.82.130.
V�407 ::� X �;bq I --x"/Viet
WSW: 'Wo"32. 5F 104(.,orr,
'945V43 ON T&TPCL—
SP of�7 _554��
157fft-f"A
10, o 41-12.
0 q e .1 3\?-
=S 14 =-3?,S - 9
tf
SAENGRU:)affc11%Cftv ProimuNTIA Guidefin�\Tmfl�An*IvW�A Q_nA d., 'Pa.. r%
Snolion-tish County, WA Assessnr Parcel Data Page I of 2
Sn o No& mi s hOnline Government Information & Services
County4O
Washington
"' IZ E A 1, * Property Information
County 11orric Assessor Home Treasurer Home Infortriation on which Departinent to contact
Please view Disclaimer If you have questions, comments or suggestions, please Contact Us.
Date/Time: 11/4/12005 2:46:17 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window)
Return to Property Information Entry page
Parcel Number 27032500309400 Prev Parcel Reference 25270330940008
lap of this parcel (opens as new window)
- - - --- - - - --- -- - -- -------- -- ....... ...
Links to property information below
* General Information Names & Addresses, Property Legal Description
* Treasurer's Tax Information Total Current Year's Taxes and other information
Assessor's Property Values Market Values, Current Use Values (if any)
Assessor's Property Characteristics Tax Code Area, Use Code, Parcel Size
Assessor's Structure(s) Data Data related to the structures on a parcel
Assessor's Property Sales Sales recorded since 7/31/1999
e Assessor's Mapping Information Traditional and Interactive maps, Neighborhood
General Information
Taxpayer Name 11 Address (contact the Treasurer if you have questions)
BRADBURY WARREN E 11504 HOLLY DR UNIT 304 --- EDMONDS, WA 98020
If the above mailing address is incorrect and you want to make a change, see the information on Name and
Address Changes
Owner Name 11 Address (contact the Assessor if you have questions)
LAKESHORE INVESTMENT CORP 116800 E GREENLAKE WAY N, STE 255 ---
SEATTLE, WA 98115
Street (Situs) Address (contact the Assessor if you have questions)
10431 226TH ST SW --- EDMONDS, WA 98020 (050 ed"Weis 6041
Parcel Legal Description
SEC 25 TWP 27 RGE 03 RT-98-) BEG SW COR NEI/4 SWI/4 SWI/4 TH N01*00 OOE 20FT TH S88*31
OOE 207FT TP13 TH E 200FTTF[ N 150FTTH W 200FTTF1 S l50FTTPB 469/323 LESS W 60 FT
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Treasurer's Tax Information
Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as
new window)
2005 Taxes for this parcel $3,370.79
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges, if any, are not
http://web5.co.snohomish.wa.us/propsys/asr-tr-prop1nq/Prpinq02-ParcelData.asp?PN=270... 11/4/2005
110 om
nush County, WA Assesqor Parcel Data Page 2 of 2
included.)
To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to
request it by phone.
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Assessor's Property Data Characteristics and Value Data below are for 2005 tax year.
Please contact the Treasurer's office for answers to questions about Taxes (opens as new window)
For questions ONLY about property characteristics orproperty values (NOT taxes),
please contact the Assessor's Office (opens as new window)
Property Values. do not reflect adjustments made due to an exemption, such as a senior or disabled persons
Values exemption.
Reductions for exemptions are made on the property tax bill.
Tax Year 2005 Market Land $207,400 Market Improvement $100,1001 Market Total $307,500
Tax Year 2006 Market Land $207,400 Market Improvement $104,4001 Market Total $311,8001
Go tolop_pf.page
Property Characteristics
Tax Code Area (TCA) 00215 View Taxing Districts for this Parcel (opens as new window)
Use Code 742 Playgrounds & Athletic Areas
SizeBasis ACRE size 0.47 (Size may include undivided interest in common tracts and road parcels)
Go to to of age
Property Structures
Type Yr.Built Structure Description
C, re Data (opens as new windo;��f OVA:O ISIWBak,
ornmervial --z�1963-t--,W.Better-Clioiceeli dcarea--ViEw Sitritu,
Dwelling 1926 1 Story View Structure Data (opens as new window)
Go to to of oacie
P
Property Sales since 7/31/1.999
Explanation of Sales Information (opens as new window)
Sales data is based solely upon excise affidavits processed by the Assessor.
Transfer Receipt
Sales Excise
Deed
Grantor (Seller)
Grantee (Buyer)
Other
Date Date
Price Number
Type
Parcels
1/1/2001 1/5/2001
$0 161004
QC
STRICKLAND BARBARA
LAKESHORE INVESTMENT
. No
FRANCES*
CORP
1/1/2001 1/5/2001
$0 161005
QC
STRICKLAND NANCY LOUISE
LAKESHORE INVESTMENT
No
CORP
1/1/2001 1/5/2001
$0 161006
QC
STRICKLAND LORENA MARY
LAKESHORE INVESTMENT
No
CORP
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Property Maps Township/Range/Section/Quarter, links to maps
Neighborhood 5601000 Explanation of Neighborhood Code (opens as new window)
Township 27 Range 03 Section 25 Quarter SW Find parcel maps for this Township/Range/Section
View Map of this parcel (opens as new window I
http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpinqO2-ParcelData.asp?PN=270... 11/4/2005
(o 50 ()A W�
7:-x x 6
APPlloVED 13Y PLANNING
I �Ml"IIING
VW'Tq-
QAonge-t)
( r=� 5 7 1 L-If �111 n [D) ( r=��z H w,
101TY OF EDMONDS
BUILDING DEPARTMENT
WORK —
ADDRESS
OWNERA
APPROVED DATE:
BLDG. OFFICIAL -
STREET HLE
RECEIVED
OCT - 4 2001
PI—MMMOT
BUILDING DEPT,
Idde
I -1mr, I M IF RIM
VE
RECEIVED
May 21, 2001 MAY 2 2 2001
File No. 25-01-005-001-01
ENGINEERING DIVISION
Lyle Christman Engineers
City of Edmonds Planners
210 Lottie Street Surveyors
Edmonds, WA 98020
Subject: Better Choice Daycare PM Peak Hour Trip Generation Study
Dear Mr. Christman:
Kim Wallem, Better Choice Daycare, contracted Reid Middleton to perform a PM peak
hour trip distribution study. The business address is 650 Edmonds Way, Edmonds,
Washington.
The business will employ six people, occupy an area of 2,100 square feet, and
accommodate a maximum of 30 students. The PM peak hour trip generation for a day
care center for the peak hour of adjacent street traffic and the peak hour of the generator
are shown in Tables I and 2. These data are taken from the Institute of Transportation
Engineers Trip Generation Manual, 6th Edition, Land Use Code 656.
Table I — PM Peak Hour TriD Generation (Peak Hour of Adiacent Street Traffic
Average Trip End
Distribution
Unit
Quantity
Rate
Enter / Exit
Trip Ends
Enter / Exit
Employees
6
5.19 / Employee
47%/53%
31
15/ 16
Square Feet
2,100
1-3.20 1,000 SF
47%/53%
28
13/ 15
Students
30
0.86 Student
47%/53%
25
12/ 13
Table 2 — PM Peak Hour Trip Generation (Peak Hour of Generator)
Average Trip End
Distribution
Unit
Quantity
Rate
Enter / Exit
Trip Ends
Enter / Exit
Employees
6
5.39 / Employee
47%/53%
32
15/17
Square Feet
2,100
13.94 / 1,000 SF
47%/53%
29
14/ 15
Students
30
0.86 / Student
47%/53%
25
12/ 13
The highest PM peak hour trip generation is 32 new trip ends, 15 trips entering the site
and 17 trips exiting the site. Copies of the ITE Trip Generation Manual, 6th Edition,
Land Use Code 656 references are enclosed for your convenience.
Sincerely,
Reid Middleton, Inc.
Michael J. Wallace, P.E.
Director, Surface Transportation
vlf\25\01\005\tripstudy.doc\pgm
Enclosure
cc: Kathleen Taylor, City of Edmonds Planning Departme�t
Kim Wallem, Owner
Washington
Oregon
Alaska
Reid Middleton, In(.
)41.. 728 134th Street SW
Suite 200
Everett, WA 98204
Ph: 425 741-3800
Fax: 425 741-3900
y'f�A ?"—
Alp -1�6r 42-50. AV—
E
41
Description
Land Use:565
Day Care Center
A day care center is a facility where care for pre-school age children is provided, normally during
the daytime hours. Day care facilities generally include classrooms, offices, eating areas, and
playgrounds. Some centers also provide after -school care for children.
Additional Data
Peak hours of the generator —
The weekday A.m. and P.m. peak hours of the generator typically coincide with the peak
hour of the adjacent street traffic.
The sites were surveyed from the mid-1980s to the 1990s throughout the United States.
Source Numbers
169, 208, 216, 253, 335, 336, 337, 355, 418, 423
Trip Generation, 6th Edition 913 Institute of Transportation Engineers
Day Care Center
(565)
Average Vehicle Trip Ends vs: Employees
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies:
Avg. Number of Employees:
Directional Distribution:
55
10
47% entering, 53% exiting
i rip uenerazion per tmpioyee
Average Rate Range of Rates Standard Deviation
5.19 0.69 - 14.00 3.29
Data Plot and Equation
C
W
CU
z
160
150
140
130
120
116
100
90-
80-
70-
60-
50-
40-
30-
20-
101
0
.................................................... ......................... *
.............. ...............
.......................... ..................
............ ; .............
.......................... ............... X .......... ........ I ...........
.......................... .......
..................... ;' ......................
................................................................................
.......................... .................. ; ......... ..........................
X X X X
...................... ............. ;11-� .......... ..........................
.................... X ............. X'� .....
.......... ....................
X X
............... X ....... 5K ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.".)r< X
......................... ...... ..........................
X X X
............. X— X. X ............. X.* ............ I .........................
't. I- " X
X , 'X
....... X ...... 1�1. X..X. X. .......................... ..........................
X
, X
.......... 1..X ....................................................................
X X X " X
X Actual Data Points
Fitted Curve Equation: Not given
10 20
X = Number of Employees
------ Average Rate
R2 = ****
30
Trip Generation, 6th Edition 916 Institute of Transportation Engineers
Day Care Center'
(565)
Average Vehicle Trip Ends vs: Employees
On a: Wee kday,
A.M. Peak Hour of Generator
Number.of Studies: 55
Avg. Number of Employees: 10
Directional Distribution: 54% entering, 46% exiting
i rip uenerazion per tmpioyee
Average Rate Range of Rates Standard Deviation
5.22 2.06 16.33 3.20
uata Piot ana F-civation
LU
CL
.0
F-
0
Z
(D
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
X
X
............................................ ....... ..........................
X X X"
.................................. X ..... .....................................
X X
...................... X4 .... X X1 .................. ..........................
X X
................. X .....
: .. ............................ X ....................
X X
......................... .......................... ..........................
X
................... Z'X ---- X- -X ------------ 5� .......... .....................
X Ix X
X X X X
............ X .......... ............. ..........................
X X
X....... .......................... ..........................
0 10 20 30
X Actual Data Points
Fitted Curve Equation: -Not given
X = Number of Employees
------ Average Rate
R2 = ****
Trip Generation, 6th Edition 917 Institute of Transportation Engineers
Day Care Center
(565)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 61
Average 1000 Sq. Feet GFA: 4
Directional Distribution: 47% entering, 53% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
13.20 6.15 - 33.66 7.00
Data Plot and. Equation
W
Cn
2
CD
300
200
100
0
. ......... : . . . . . . . . . . ... . . . . . . . . .. . . . ... . . . . . . . .. . . . ... . . . ! . . . . . . . .
X
X
. ..................................... .............. ..........
XX :X
X :XX
).,X
X X X
X
X X X X X
X
X X X
X: X
0 1 2 3 4
X Actual Data Points
5 6 7 8 9 10 11
X = 1000 Sq. Feet Gross Floor Area
- Fitted Curve
Fitted Curve Equation: Ln(T) = 0.664 Ln(X) + 3.026
12 13 14 15 16 17
------ Average Rate
R2 = 0.52
Trip Generation, 6th Edition 925 Institute of Transportation Engineers
Day Care CentelP
(565)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
A.M. Peak Hour of Generator
Number of Studies: 60
Average 1000 Sq. Feet GFA: 4
Directional Distribution: 53% entering, 47% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
13.50 4.43 - 41.57 7.22
L)ata viot ana tquation
130
120-
110
100
90
w
.2-
80
Q
.S2
70
Cn
(a 60
50
40
30
20
10
----------
................... .......... .......... ...... ................
X
X
.................................................... ......... * ..... .............
X X
.............................................. X ............. X.; ........... .........
X X
....... X .. ---------- X ..... X ----- ......... .........
X
X
X
................. X. X ................................ .........
X
X
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
X. . . . . . . . . . . . . . . . . .
X X X
:X
....... .................. X ........... ......... .........
X XX
X X
X X X
......... ......... X ...... .... ......... X .........
X. X - X X ............... X ----
". X
XX X
......... .................
X ......... ---------- .............
0 1
2 3 4 5 6 7 8
X 1000 Sq. Feet Gross Floor Area
X Actual Data Points
Fifted Curve Equation: Not given
------ Average Rate
R2 = ****
Trip Generation, 6th Edition 926 Institute of Transportation Engineers
Day Care Center
(565)
Average Vehicle Trip Ends vs: Students
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 66
Average Number of Students: 65
Directional Distribution: 47% entering, 53% exiting
Frip Generation per Student
Average Rate Range'of Rates Standard Deviation
0.86 0.24 - 1.72 0.96
UCILCI r-1UL UnU r-civation
cc
(1)
190
180
170
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
X
. . . . . . . . . . . . . ... . . . . . . . . .. . . . ... . . . . : . . . . .. . . . ... . . . . . . . . .. . . . ... . . .
. . . . . . . . . . . . .
........... ...... * ..........................
........................
...................................... ...............
.............. -------- ........... .........
. .......... ...... :
............... .........
X
................ ....... X.:. . . .
........... :. ......
. .........
. . . . . . . . . . . .
..............
X.........
X X . . .
< ...............
................ ............... X ...... X)� . . . ... . . . ... . . .
X :
: X
X X........... X ................
.. ..................................
)Xx� X" X
Y- ....... ..........................
X X
XX
.......... : ---- :- . ;", . . .. - .
. . . . . . . . . . . . . . . . . . . . . ...............
X-X
7)� )�-.X- X.X.* .........
X
X:. ..................... .................
X
........... .................................
1 17
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
X = Number of Students
X Actual Data Points — Fitted Curve ------ Average Rate
Fitted Curve Equation: Ln(T) = 0.934 Ln(X) + 0.078
R 2 = 0.64
Trip Generation, 6th Edition 934 Institute of Transportation Engineers
A I .'
Day Care CenterO,
(565)
Average Vehicle Trip Ends vs: Students
On a: Weekday,
P.M. Peak Hour of Generator
Number of Studies: 66
Average Number of Students: 66
Directional Distribution: 47% entering, 53% exiting
Trip Generation per Student
Average Rate Range of Rates Standard Deviation
0.86 0.39 - 1.72 0.97
uata Piot ana v-auation
C
A2
190
180
170
160
150
140
130
120
110
100
90
80
70
60
50
40
30
20
10
............... ......... ..................... ......... ............... ...............
............................................
............... ..........
.............. .......... . ....
............................................... ........
................................ .......... ....... X.: ....
........... ...
.................. ...........
:X
............... ..................... ..... .............. N
X
............... .......................... ....... ....
X X X X X
X
........................... ....... ......... ..................... ...............
X
.. ................................
.................. X
:X X X" X
............ X ........
5<- X
X XX
............. ......... .................... .............
X X
- - ' I ' : X
X,. X-X ......... ...............................................
X
:.X. X. -X.: ............... ............... ............... ...............
................ .............. ..............
X
. . . . . . . . . . . . .
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
X = Number of Students
X Actual Data Points - Fitted Curve ------ Average Rate
Fitted Curve Equation: LnM = 0.811 Ln(X) + 0.611
R 2 = 0.61
Trip Generation, 6th Edition 936 Institute of Transportation Engineers
I co
I -or
FILE''
STREt I
9 J-
LIMITS) 226
/.94(02
4:4
z4 5
.114
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WW"IfAM
*STREET FLE,
BRADBURY's TV
F-65-0 EDMONDS WAY' *_EDMQ INDS, WASHINGTON 98020 0 (206)776-1112
Ilay 23, 1978
Mr. Leif R. Larson
Director of Public Works
Civic Center
Edmonds, Washington 98020
Dear Xr. Larson:
SUBJECT: STREET USE PERMIT FOR COVIIERCIAL SIGN
RECEJVED
MAY 2 5 1978
Dir. 01 Pt,;6:,: , "rks
�.c 40
In your letter,, dated February 16, 1978., you requested a certificate
of insurance relating to our post sign. After considerable delay the certi—
ficate arrived today, I am attaching a copy a's you requested in order that
you will.issue an approved permit for the sign. If there are any questions
please do not hesitate to call.
Yours ve*11-truly
Warren E, Bra
C
Ila na ger
RFPFIVFn
MAY 2 5 1978
Public Wow vepL.
mnmmw m7w atg- @39GU@ Q9W �UDE @9FV0RZ'99 HOLDER
VM @NETMM G1W Qmza 9quTE @M %292 um @WDza� OPM99D W �um P� WURD MLM
r__
NAM"EAND ADDRESS OF AGENCY
Hubbard Real Estate & Insurance Agency
COMPANIES AFFORDING COVERAGES
COMPANY
110
04-5th Avenue Southj, Edmonds., Wash. 98020
LETTER Transamerica Insurance Compamy
COMPANY
BD
LETTER
NAME AND ADDRESS OF INSURED
COMPANYP_ RECEIVED
Dorothy ;A. Bradbury & Warren Bradbury d/b/a
LETTER
Bradbury's TV & Appliance
COMPANY
MAY 2 5 1978
650 Edmonds Way., Edmonds, Wash. 98020
LETTER
COMPANY
LETTER Wow
This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time.
COMPANY
POLICY
Limits of Liability
in Thousands (000)
EACH
OCCURRENCE
AGGREGATE
LETTER
TYPE OF INSURANCE
POLICY NUMBER
EXPIRATION DATE
GENERAL LIABILITY
COMPREHENSIVE FORM
841 2151
5/17/79
BODILY INJURY
$ 300
$ 300
PREMISES —OPERATIONS
PROPERTY DAMAGE
$ 25
$ 25
Fj EXPLOSION AND COLLAPSE
HAZARD
F-JUNDERGROUND
HAZARD
PRODUCTS/COMPLETED
OPERATIONS HAZARD
CONTRACTUAL INSURANCE
BODILY INJURY AND
BROAD FORM PROPERTY
PROPERTY DAMAGE
COMBINED
$
$
DAMAGE
E]INDEPENDENT
I
CONTRACTORS
PERSONAL INJURY
PERSONAL INJURY
$
AUTOMOBILE LIABILITY
BODILY INJURY
$
lid COMPREHENSIVE FORM
(EACH PERSON)
OWNED
BODILY INJURY
(EACH OCCURRENCE)
$
PROPERTY DAMAGE
HIRED
NON -OWNED
BODILY INJURY AND
PROPERTY DAMAGE
COMBINED
EXCESS LIABILITY
Q UMBRELLA FORM
BODILY INJURY AND
F1 OTHER THAN UMBRELLA
PROPERTY DAMAGE
$
$
COMBINED
FORM
WORKERS'COMPENSATION
STATUTORY
and
EMPLOYERS' LIABILITY
$ (EACH ACCIDENT)
OTHER
DESCRIPTION OF OPERATIONS&OCATIONSNEHICLES
It is understood and agreed City of Edmonds is named as additional insured, and held
harmless fronall claims and/or property damage only as pertains to commercial pole sign
projecting into public right-of-way.
Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com-
pany will endeavor to mail 20 days written
notice to the below named certificate holder, but failure to
mail such notice shall impose no obligation or liability
of any kind upon the company.
NAME AND ADDRESS OF CERTIFICATE HOLDER:
City of Edmonds
DATE ISSUED: may 903 1978
Civic Center
Hubbard Raalt\a�e , Agency
Edmonds, Wash. 98020
�nurance
AUTHORIZED REPRESENTATIVE
ACORD 25 (Ed.2-77)
0
STREET FILE
CITY OF EDMI'MMOS
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525
DEPARTMENT OF PUBLIC WORKS
February 16, 1978
--Mr. -Warren Bradbury
--6,5-0 Edmonds, Way
Edmonds, WA - 9-8920
Dear Mr. Bradbury:
HARVE H. HARRISON
MAYOR
SUBJECT: STREET USE PERMIT FOR COMMERCIAL SIGN
On February 7, 1978, the Edmonds City Council approved your
application for a commercial sign to'be lo-cated partially in
the public right-of-way. The City Code requires that the City
shall be provided a certificate of insurance to indemnify.and
hold the City of Edmonds harmless from all claims and/or
property damage, naming the City of Edmonds as and also insured.
Upon receipt of the Certificate of Insurance, we will provide
you with the approved permit. If you have any questions, please
call the Engineering Division of the Public Works Department at
775-2525, ext. 220.
Yours very truly,
LEIF R. LARSON,,P.E.
Director of Public'Works
WJN: lv
5t �'Ai j It zh'�'
Nims da7te C.E.1date Ad,�iri.s
FEBRUARY 14 APPROVAL
EDMONDS CITY COUNCIL MINUTES
February 7, 1978
The regular meeting of the Edmonds City Council was called to order at 7:40 p.m.
by Mayor Harve Harrison in the Council Chambers of the Edmonds Civic Center. Al 1
present joined in the flag salute.
PRESE14T STAFF PRESENT
Harve Harrison, Mayor
Charles Dibble, H.A.A. I
Mike Herb
Leif Larson, Public Works Director
Phil Clement
John LaTourelle, Community Development Director
Katherine Allen
Noelle Charleson, Assistant City Planner
John Nordqui ' st
Irene Varney Moran, City Clerk
Ray Gould
Lila Crosby, Finance Director
Tom Carns
Jack.Cooper, Fire Chief
Larry Naughten
John Wallace, City Attorney
Wayne Tanaka, City Attorney
Jackie Parrett, Deputy City Clerk
CONSENT AGENDA
MOTION: Items (D), (E), (I), (K), AND
(M) were removed from the Consent Agenda. A HOTION
WAS MADE BY COUNCILMAN CARNS,
SECONDED.BY COUNCILMAN NORDQUIST, TO APPROVE THE
BALANCE OF THE CONSENT AGENDA.
NOTION CARRIED. The balance of the Consent Agenda
contained the following:
(A) Roll call.
(B) Approval of Minutes of January 31, 1978.
(C) Adoption of Ordinance 1973, Revision of Septic Tank Code.
(F) Passage of Resolution of Intention 251 and setting date for Sewer LID,
3rd Ave. S. from Pine to Elm Sts.
(G) Authorization'for Mayor to sign agreement with Snohomish Health District
for 1978 contribution.
&tl- C&I14-1 (H) Setting date of February 21, 1978 for hearing of preliminary plat
I approval of "North Star." (File P-2-78)
01 . 0, 1, 4 (J) Setting date of February 21,.1978 for hearing of Consideration of
Exceeding Zoning Restrictions on Five Corners Water Tank Project.
(L)�' 'Au—'t'h-ori—zat-i-o-n—t-o---i-s-s-u-e- --S—tr--ee-'-t---'U-se—P-e-i��'m-i-t-f or -Bradbury' s--T -V-.-
PROPOSED ORDINANCE AMENDING ORDINANCES 1885, 1938, 1962, and 1966, AUTHORIZING
CERTAIN TRANSFERS AND APPROPRIATIONS [Item (D) on Consent Agenda]
PROPOSED RESOLUTION AUTHORIZING AN 114TERFUND LOAN FROM GENERAL TO STREET' [Item (E)
on Consent Aqendal
Councilman Gould asked that these two items be removed from the Consent Agenda,
asking what the items.were that causedthe shifts in the expenditures. Public
Works Director Leif Larson explained that, after preparation of the 1978 Budget,
the equipment rental rates were increased, resulting in,additional expenditures
in the Street Department. Also, the Budget had been prepared on the basis of
21% employee benefits, which had been raised to 260/10, increasing the costs for
LID 203. Some of the labor costs for the Laurel Way LID had been.car'ried over
into 1978, and funds had both come in and were paid out for that project in 1978.
MOTION: COUNCILMAN GOULD MOVED, SECONDED BY COUNCILMAN CARNS, TO APPROVE ITEMSP�D�JANDY(E)
ON THE CONSENT AGENDA, ADOPTING ORDINANCE 1974 AND RESOLUTION 391, RES C VEL
MOTION CARRIED.-
J
STREET FILE
DATE: -2- / a I :z e)
MEMO TO: Building Division
Community Development Department
FROM; Engineering Division
Public Works Department
T- (n e) o rEmom r); w A-Y
SUBJECT: FiLs i?- m i
QY r V
)9-P
After review of the subject building permit application, we have
the following comments:
-a ZM I=
plat
Real 0
V
W- V-0 I I A U0 j%,
V;A 0,
PUBI��,C WORKS DEPAR� aft-IST
BUILDING PERMIT REVIEW �2 It
(address) Cdatfe)
Street Riplit-of-Way Exist*
REQD 'N-A-
Z
Access Easements Existing,
P4
Utility Easement Existing____Nn
REQD
Lot Per Subdivision Plat
Assessor Map_X
Site Plan�Checked for-Accura"cy�__
Z
Underground 14irh-ig Reqd.
Check Accuracy of Legal Description.
Review by
Date
in ater Main Size�-
s sting Water Main Size
t ' g W
_r
lWater in Required
in u3 _red
Service Li quired
L
Hydrant Size Exist
3 t
in,
y r t jr C
Hydrant Reqd Per Fire Co e
Size
Detector Check 1111 F
let''
Cross Co ee: ion Inspection
=Department
Conubents
�3:
Water �bter Cha�ge Reqd.
Review by,
Date
r-
t ank gn v
e tic Tank Design Approved
cT App r
'2� s
.'Date
S t ank r,ut Re
Sep Tank Permit Reqd.
ep T Pe qd 0
Permit No.,,--'
-t
S I a
an. r
Sanit ewer Availability
ry ewe Availability
�ro
0 �,-
D 1jr n No.
Mn g
File No.
P4
3-d A a 3_ y
v jl . 1 t
Side Sewer Avail lity
44
S S w Conn ct
Sanitary Sewer Connect Fee Reqd.
�3:
j
Review by
Date
Op en Ditch Existing__
___.�eqd.
Culvert Reqd.,
Size
�cSize_
1:4
Catch Basin Re
at Basin R
Indic e on Site Plan
di e on Site
0
Shoulder ge maintain collection on swale open rumn
ale open runo
le reqd.
Indicate on Site Pl
3_
oil Co . ti
nditions and Ground Water Field
Checked
Review by.
Date
Revised: MO-1977.
Page; - 2
. �et Paving Reqd.
r Reqd,
Curb and r Reqd.
Sidewalk Reqd.
P9 Curb Cut for Drivew�ayRe�qd.
Right -of -Way Constx>ta:on�Permit Reqd.'��
Bond Reqd. -ic IuproveTents.
Street Nam Sign Reqd.
Other Signing Reqd.
Ze�t Site' Inspection-Tmmde omn
0
F4 'BY: S94ER
W W
ATER
P4
z STREET
ENGINEERING
Special Requirenents listed in mem to ComTunity Development Departnent,
Building Division
BY Date
o All item filled in on Buildin Permit Application
g
BY Date
Drawings.Stanped and Notations Made
P4 BY 4-2
Date
Approved by Public Works Department
Revised: 1v 10-1977
February 1, 1978
MEMO TO: Harve H. Harrison
Mayor
FROM; Leif R. Larson, P.E.
Director.of Public Works
SUBJECT:, AUTHORIZATION To ISSUE STREET USE PEPY.IT,FOR BRADBURY
T.V.
The applicant, Bradbury's T.V. is moving to a new location at
650 Edmonds Way. They wish to install a new commercial business
sign. The sign will be located behind the existing' sidewalkover
the unused portion of the p.ublic right-of-way. The sign will
project four feet into the right-of-way. The sign has been
approved by theAmenities Design Board and will not cause a
.sight obstruction, therefore, we recommend Approval.
WJN: lv
Attachment
6,4)
CITY OF EDMNIOS Ef ':'I;`[ERI1NG DEPARTHFt,T
505 RFI �. STREET
EDIMIONDS, ',,IASI '::'�GTON 98020
APPLICATION FOR STREET USE PER�IIT
Name of Applicant: ",Is)"",
Mailing Address:
Telephone Number:
Da te:
Description of Public Place or Portion thereof desired to be used: (exhibit way be
attached)
Type of Use desired to be made of Pub-lic Place:
If applicable, attach plans and specifications for any. uti ty 01- St�-L)CtUre to be erected
and/ormaintained on the Public Place: ._,tt1r__e1�0.'1
TEMPORARY PER1.11IT: Unless otherwise designated herein, this permit is understooi by
applicant to be wholly of a temporary nature, that it vests no permanent ricilit ,-;hatsoever.
If the permitted use becomes dangerous or such structure shall become inseCUre or unsafe,
or shall not be constructed, maintained or used in accordance with the provisions of this
title, the same may be revok.ed and- th.e structure and obstructions ordbred removed Uv order
of the City Engineer. If this* application is for a specified period of tii,,ie, the 62))Tis
of said application is:
INDEMNITY: Applicant understands and by his signature to this application,.anrees to hold
the City of Edmonds harmless from any injuries, damages or claims of any kind 'or descrip-
tion whatsoever, foreseen or unforeseen, that may be made against the applicant or the City
of Edmonds, or any of its departments or employees, includinq but not limited to the defense
of any legal proceedings including defense costs, court costs', and attorney fees hN/ reason
of granting this permit. In addition, applicant llnders'tands that the City s,hall be provided
a certificate of insurance to indemnify an(] hold the' City of Edw.onds harinipss from all
claims and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 6.40 OF THE EDHONDS CITY CODE: Applicant �,, !arrant.s that he h,-Js read,
or had the opportunity to read, Chapter 6.40 of the Edmonds Citv Code, attached herewith,
and understands that -all terms of that Ordinance are incorpora61,d herein as if set forth
in full and this application and permit therefore are subject to the terms of that Chapter
of the Edmonds City Code.
Applican!'—s- Signat I ur
D—a te
11/7/74 rev.
L, I L r! r tm e r.,.
L
C 17
T F 0 f -.T IT
Appi-eve. I (and Ayi-eeirent
i f a I.,,r)l i cabl e )
U'f Abutti nq
P!,uperty ()Ivr,,2rs
S i q n a i-o
zT n) I a
D 0 NI 0 T 1%'R I TE D E L C� �,; T HI S L IN"E' ( To h e c om, p 1 e 'L e d by I s s -i i n g ' ncy
M g.0 j
City Council Appr-oval (Attacil' "-'linute Enti-y)
Permit Fee: knual Fee:_____ due January 1 19
Amenities Design Da�i-d -Appi-ov-al (if appl ic;!ble) At-tach flinute LnL),y,:
AD 6-14!Vll 1 -I"L
4 f
Building Official Approval a pp I i ca 1) 1 e RA
S-icl n �; tu re Date
Provi s i on for, I nd(-niii i ty
Tei�iii,, and Pi-ovision of Perfori;,,,ance Bond, if 'applicable
Ordi nance)
PER.Mill' AUIHORIZAJ 1011%1 BY CITY U`IGINEER:
Signat!.WU
PERIlT NO
Remai-ks :
(Refi,i�ence 6.40,H0 of applicable
f
DATE
a —te
., 11/7/74 rev.
.P
4p
-li
69MOAtOS K/Ay
3("o
LAI C-�)MO,403 WAY
A
APPROx. 2coco S.r-
GO. 0' 14o. o'
0
I 44,Ce L� @
SU,3-1-CASCO TO
.Kc-Al jowis-rome.
WOO�DJ-r PAIZV, 20A�2
(OAK
14o. o'
�NOPPI,146; CE�J7,ck
WOO P WAY
A L-K
Fu'rL)(,Lc 7"URN-our FOI�
Bus S-rop IF t4 Fs c o -- o
sl r4m TO P* Fwa=rm:>
I MTO Po P.:ij c
f T,
T OF WAr XT Z
LOCATOM
.)ue- CeAsec> 7b
7-&XACO
EDMONOS WAY Q1
P&Rr or- Pvop.,-RT-y
rM Olt/
-PAqC,- I-
77777
P03
77777-1
, .7t
.,maw ADB-1 24-77 NORTHWOOD HOMES, INC. Si te review for office at 7207 7215 212th S.W. (CG)
Mw
Mrs. Block said this was a preliminary review as the applicants wished
to go before tile Board with preliminary drawings to elicit comments
and get the Board's r6a'cti6n'.-*, The proposal was for an of fice-wa rehouse
type.of building. They had proposed 27 parking stalls and had adequate
width on their drive and the number was adequate. Mrs'. Block said the
planting strip along 212th St. must be a minimun of 4'- 5'. Ken Barker,
architect for the project, said there will be offices in the upper part
of the building arid retail stores below. - Ile said there are no existing
trees on tile site, arid he.explained the topography. The location is on
the -north side of 212th, right in front of tile kennels. They will be
usiflg stucco With wood trim. MR. SELVIDGE NIOVED, SECONDED BY HR. WIGHT,
TO ACCEPT THE PRELIMINARY CONCEPT OF ADB-124-77. MOTION CARRIED.
ADB-125-77 BR-ADBURY'S TV_ - Sign for TV Sales & Service business at 650 Edmonds Way (BN)
Mr. Block said the applicant was proposing to move into the location of
the existing Edmonds Auto Parts store. Ile was proposing a pole sign to
be shared with Edmonds Auto Parts. Tile sign was proposed to be MUIllinated.
Mrs. Block indicated 70 sq. ft. would be permitted for the TV store, arid
56 sq. ft. was proposed for the TV store including the proposed pole sign.
and the sign on the building. Mr. Bradbury submitted a photograph reflect-
ing the area arid the location of the proposed sign. 11-1R. KINDERFATHER
MOVED, SECONDED BY MR. SELVIDGE, TO APPROVE ADB-125-77 AS SUM-IMED.
110TION CARRIED.
There was no further business to come before the Board, . and the meeting adjourned
at 11:15 p.m.
AMENITIES DESIGN BOARD
Page 8 - December 7, 1977
4
Name of Applicant:
Mailing Address
CITY OF EDMONDS El � 1 'IN'EERING [JEPARTNENT
r
505 BEII. STREET
ENIONDS, '.,IASI! I-NGTON 98020�
APPLICATION FOR STREET USE PERNIT
"q r�)
1) f L/n�" L- -
Telephone Number: 7 -,) 6 - / / / -2,_
D a
w
780062. - - _
AY -TV
Description of Public Place or Portion thereof desired to be used: (exhiN��[- may be
attached)
-ed to be made of Public Place
Type of Use desii
If applicable, attach plans and specifications for any u i'l* y 01 stru�ture to be erected
and/or maintained on the Public Place:
RARY PER�;111T: Unl e'ss otherwise designated h erein, this permit is understood by
,_,,pplicant to be wholly of a temporary nature, that it vests no permanent riqht whatsoever.
If the permitted use becomes daiigerous or such structure shall become insecure or unsafe,
or shall not be constructed, maintained,or used in accordance with the provisions of this
title, the same may be revoke� K;d. th.e structure and obstrLlCtifflS ordered removed b ' v order
.s
of the City Engineer. 1i s lication is for a specified period of time, the terms
of said application is":
INDEMNITY: Applicant understands a�' his signature to this application, anrees to hold
-om any 1�. descrip-
the City of Edmonds harmless ft N�U/gies, damages or claims of any kind ot
tion whatsoever, foreseen or unforeseen,. 4�ha% may be made aoainst the applicant or the City
of Edmonds, or any of its departments or eir&-i-t1c s, including but not limited to the defense
PI/Ir 0
of an legal proceedings including defense co-SMQ
y , , court costs, and attorney fees hy reason
of granting this permit. In addition, applicant understands that the City shill be provided
a certificate of insurance to indemnify and hold the City of Edmonds harmlPss from all
claims and/or property damage, naming the City of Edmonds as an;;C-11so insured.
APPLICATION OF -CHAPTER 6.40 OF RIF EDMONDS CITY COOE: Applicant warrants that he h,-,s read,
or had the opportunity to rezid, Chapter- 6.40 of the Edmonds Cit ' v Code, attached herewith,
and understands that rill terms of that Ordinance are incorporated herein as if set forth
in full and this application and permit therefore are'subject to the terms of thrit Chapter
o'f the Edmonds City Code.
Applicant's Signatur
Da te
11/7/74 rev.
(7
APPL C:P.T T FOI� T U S F-
1461-ov?l (and Agt-eew.ent , i f �!I-,,pl i cable) of Abuttinq P!-operty
S i n a
=-:Z- 77�-- 7.
DO INOT t-MITE THIS L (To be coinpleted by Issuing Agenc.\,
Ci ty Counci I Approva 1 (Attach "li mite Enti-A : —February 7, 1978
780062
F) a t e
GPer,mit Fee:- knual Fee: due January I , 19
ni t i.es Des i gm Cau-- i�d Appi-ov,-, I ( i f appl i (,;!bl e) All-tach Mlinute LnLi,y:
R2
4
Building Official Approval appl icable) RA
—��I'C,11�tLire Date
Provision for, Indemnity:
Temns �,nd Pr-ovision of Pei-flon;,,nnce Bond, if applicable:
Ordinance)
PERI'Ill' AUTHORIZA4101N, BY CITY ENGIINE
Remm-ks
(Reft,rence 6.40.050 of applicable
—7 0 /
P E R!-I I T. NO. 7-0— DATE _ /A73
., I 117171i' �-ev .
CE�J7='
C-!DUO&lQf WA LK
FurL)lZe5 TORN-OuT Foi�
3
E-OMO-165 VJAY Sl 4m To m Pao
Ow ""FT i mTo Po P!�u c
AppRox. 2ooco
(o 3('0
V\ QfT OF WA�r XT
6C�MO,403 WAy
I f
Lm-, -
Go, 0, 14-o-o'
t6ASCD 7b
-reXACO
SU13-LEASED T-0 (050
6.9A(OVrlf WA
Qi
U*%
QC4 769ACC �eqvlclr
t-: P&Rr- oF Fvopiezry)
t 14o. o'
CO.DwAy- PAJZV, X2,OAO
(C) jA K
P
IN'
S T R E E T U S E P E R M I T I N S P E C T 1 0 N
DATE REPORT
z/86 78-/ S161vs shll //I,
-0
L o �
LE
E -!`�
STHE F I
PUBLIC WOK(S. DEPARr" IS'�
BUILDING PMU= AU I 411:� -IS
(address.)
(date)
Street Right-of-7WAy Existing CO . 40, /Ca
Access Easements Existing,
'�-�REQD
UtilityEasement Existing.
Lot Per. Subdivision Plat,
Assessor Map
Site Plan Checked for Accuracy__��:
Underground Wiring Reqd.
Check Accuracy,of Legal Description
I. -To
Review by
Date
ol
Existing Water Main':Size 6: �e -7-jOV
Water Main Required
Service Line Required
Hydrant Size'Existing
P4
Hydrant Reqd Per Fire Code
'Size
Detector Check Meter Reqd. 1/1
Cross Connection Inspection
Fire Department
:3
&r
'dater Met r ge Reqd.
.0
Re:::;rby
Date 1--2-,-2--7�
Septic Tank Design,Approve.d
Date
Septic Tank Permit Reqd.
Permit No.
Sanitary Sewer Availability
............... ..........
Drawing No.
File No.
Side Sewer
_Avai-fability
Sani ewer Connection Fee Reqd.
Lt�s(
�i
1!�)a w by ee 4�
Date
Open Ditch Existing__,V
�Reqd.
Culvert Reqd.
Size
P4
Catch Basin Reqd.
Indicate on Site.Plan
0
Shoulder drainage maintain collection on swale oipen runoff
Manhole reqd. &9
Indicate on Site Plan
Soil Conditions.and Ground Water'Field Checked &A -
Review by.
Date
Revised: MO-1977
Curb Cut for Driveway, qd.
gn� Right -of -Way Construct'on eVt
I
?e
I.-" Bond Reqd; for Public Inprovement
E-4,
''street Name Sign Reqd.
Other,Signing Reqd.
Pre Permit Site Inspection made on
z
0
BY: S5�",,,,
WATER
Z STREET
ENGINEERING
Special' Requirements listed'in memo to Com=ity Development Department,
Buildii i g Division
BY Date
All item filled in on, Building Permit Application
P4 BY Date
Drawings Stauped and Notations. Made
P4
BY Date
Approved by Public Works Department
0
Rev,is'ed: Iv 10-1977
City of Edmonds
Plumbing & Mechanical, Tank)q
Permit Application Form C
Site Address:
Sno County Tax Account Parcel #:
Business/Tenant Name (if applicable):
-PROPERTY OWNER:
Mailing Address:
City: State: —Zip:
Phone: (_)
FAX: (_) E-Mail:
,CONTRACTOR: []Same 'as' Proper�iy owner 0 . Other (Nam eVT10
Mailing Address: AA
City:. n uJi 00d State: z i p:
Phone: FAX: E-Mail:
State License Number: n Exp: Date: City Business License No:
DESCRIPTION OF WORK:
I declare under penalty of perjury laws that the information I have provided on this
form/application is true, correct and complete, and that I am the property owner or duly
authorized agent of the property owner to submit a permit application and obtain an issued
permit from the City of Edmonds.
SIGNATURE (OWNER
PRINT NAME
DATE
LATEMP\13UILDING\HAND0UTS REVISED IN 2009\2009 updated handouts\FORM C.doc 10122/2009 1
Equipment Type
Appliance/Equipment Information (new and relocated)
Total #
Furnace
#
Gas #—Elec
#—Other:
BTUs: <1 Ok— >1 Ok—
Location
Air Handier/AC/VAV
#
Gas #—Elec
#—Other:
CFM: <1 Ok— >1 Ok—
Location
Bdiler/Compressorl
Heat Pump/Roof Top
Unit
#
HP:
Gas #
_<3,
Elec #
_3-15,
Other: BTUs: <1 00k,
15-30 Location
_I OOk-500k, 500MMil
Hydronic Heating
#
Gas #—Elec
—in-Floor,
_Wall Radiant, Boiler BTUS:
Location
Exhaust Fans (single
duct)
Location: #
Bath #
Kitchen # Laundry Other:
Fireplace
#—Gas
#—Elec
#—Other:
Location
Other
Other.
Other
Number of Outlets
Fixture/Appliance Type
AC Unit --------------- BTUs: Location:
Furnace --------------- BTUs: Location:
Water Heater --------- BTUs: Location:
Boiler ------------------ BTUs: Location:
Fireplace/Insert BTUs: Location:
Stove/Range/Oven:
Dryer
Outdoor BBQ:
Other:
TOTAL OUTLETS
Number
Fixture Type
Nurnber
Fixture Type
Water Closet (Toilet)
Refrigerator water Supply (for water/ice dispenser)
Sink (kitchen, laundry, lavatory, bar, eye wash, etc.)
Water Service Line
Tub/Shower
Drinking Fountain
Dishwasher
Bidet/Urinal
Hose Bib
Pressure Reduction. Valve/Pressure Regulator
Water Heater Tankless? Yes— No—
Backflow Prevention Device (e.g. RBPA, DCDA, AVB)
Expansion Tank for Water Heater
Hydronic Heat in: Floor Wall
Floor Drain/Floor Sink
Other:
Clothes Washer
Other:
L:\TEN1P\I3UILDING\HAND0UTS REVISED IN 2009\2009 updated handouts\FORM C.doc 10/22/2009
I MEDICAL, G,�kS, AIR, VACUUM
Number of Outlets
Type of Gas/AirNacuum System
Oxygen
Nitrous oxide
Medical Air
Carbon Dioxide
Helium
Medical — Surgical Vacuum
Other:
Other:
TOTAL OUTLETS
TANK #1
TANK tt2
Number of Gallons
Number of Gallons
Method of Abandonment
Method of Abandonment
Fill in Place Fill Material
0 Fill in Place Fill Material
Pump, Rinse& cap
0 Pump, Rinse& Cap
El Removal
0 Removal
Critical Areas Determination
Critical Areas Determination
Ej Study Required
E] Study Required
Conditional Waiver
Conditional Waiver
Waiver
Ej Waiver
Type of structure to be demolished (e.g. house, shed, garage, etc.):
Floor area of structure to be demolished
Critical Areas DeterminatiorEl Study Required Conditional Waiver El Waiver
Additional Comments:
LATEMPMILDINMHANDOUTS REVISED IN 2009\2009 updated handouts\FORM C.doc 10/22/2009
OV ED A,
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
""7 1 g0
BUILDING APPLICATION ACCEPTANCE
Thursday, June 24, 2010
This Application has been accepted by the City of Edrnonds for review. More inforrnation and changes rnay be
required during this process. The review target date is: Friday, July 09, 2010
Your City Contact is: THERESA UMBAUGH
Application Nurnber: BLD20100428.
Project Address: 650 EDMONDS WAY, EDMONDS
IIROPEWI'YOWNER APILICANT
FIVE RESTAURANT BISTRO ROBERT E HOBBS
6800 E GREENLAKE WAYN, STE 255 4119SERENEWAY
SEATTLE, WA 98115- LYNNWOOD, WA 98087-
FA. Dd.
Work Description:
RUN GAS LINES, APPROXIAM TEL Y 3 OFT TO TWO GAS OUTLE7S FOR OUTDOOR COOKING PITS
Outstanding Iterns at Time of Submittal:
C ONTRA C TOR CITY B USINESS LICENSE
I HEREBY ACKNOWL AT I HAVE READ THIS APPLICATION THATTHE INFORMATION GIVEN IS CORRECT
AND TH E PROPERTY OWNER, OR THE DULY AUTTIO RIZED AGENT 0 F THE PRO PERW OWNER TO
SUBMI VILDING PEP C 0
-,MIIAPPLI ATI NTOTHECITY.
S IG NATURE (0 W N ER 0 R AG 04-1)
ME
DATFSIGNED
To view up to date information about your application please visit the City ofEdmonds Development Services
website at http://www.ci.edmonds.wa.us.
SNOHOMISH CO.
FIRE Sei-ving the cities ofBi-ie7-, Edmonds, Mountlake Tei-i-ace,
DISTR T and town of Woodway
MEMORANDUM
DATE: July 9, 2010
TO: Mr. Robert Hobbs
FROM: FM Westfall (425-771-0213) 9P
SUBJ: BLD20100428 Open Flame/Gas Plumbing
650 Edmonds Way
Edmonds Fire Services cannot review the following plans without proper appliance listing or
evaluation. Corrected to 2009 IFC. -*
1. See Building requirements for and restrictions from the proper evaluation of burner appliance.
Without listing and testing criteria, setbacks cannot be reasonably established.
2. Open flames shall not be used in Group A (Assembly) occupancies (],FC 308.3), and
exceptions to the prohibition are not applicable with existing information/proposal.
3. Defining this area solely as an outdoor burning location (ECC 5.22.030) does not account for
the complete circumstances in consideration. Additional consideration must'be given to the
following related and restrictive activities:
a. Site is located in an (outdoor) assembly area adjoining an interior assembly,
b. Required exit paths for facility egress are proximate to open flame site,
c. Establishment serves alcoholic beverages,
d. No equivalent or similar permits have been issued in Edmonds by modification or
minimum code standards.
4. Although flaming food preparationlIff C 308.1.8) may not be the intent of establishment, the
unintended consequences of customer preparation does not meet assurance of an acceptable
level of safety and the expected management of minimum code requirements.
Fire Marshal, 121 5"' Ave N, Edmonds, WA 98020 / 425-771-0213 / (f) 425-775-772 1. 11 ttp:HNvwNv. fired I stTi et I org,
Page I of 1
Bjorback, Leif
From: Bjorback, Leif
Sent: Friday, July 00, 2010 4:06 PM
To: 'fiveedrnonds@me.com'
Subject: Outdoor burners
Ted, please find the attached building division comments.
Regards,
Assistant Building Official
City of Edmonds
(425) 771-0220
7/9/2010
1�
0 ED
-0
DATE: July 9, 2010
Citv of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
TO: Robert Hobbs
c/o Five Restaurant
Email: FiveEdmonds@me.com
FROM: Leif Bjorback, Assistant Building Official
RE: Plan Check: 2010-0428
Project: Five Outdoor Burners
Project Address: 650 Edmonds Way
During review of the plans for the above noted project, it was found that the following information,
clarifications or changes are needed. Please provide written responses as to where the changes can
be found on the plans, and submit revised plans/documents to. Linda Thomquist, Permit Specialist.
Thank you.
I . Appliances shall be listed and labeled for the application for which they are used as specified in
section 301.3 of the International Fuel Gas Code. The application submitted is unlisted and
would need to be presented as an alternate method under the provisions of section 105 of the
code along with supporting analysis and testing completed by an approved agency. The plan
submitted is not approvable.
CITY OF EDMONDS.. I GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH,- EDMONDS, WA 98020 4�57771-0220,- FAX 425-771-0221
Website: www.ci.edmonds.wa.us
DEVELOPMENT SERVICES'DEPARTMENT
cf, .
August 13th, 2010
Robert Hobbs
4119 Serene Way
Lynnwood, WA 980.87
Five Restaurant
650 Edmonds Way
Edmonds, WA 08020
RE: Plan Check BLD2010-0428 5 Restaur�nt, Gas Piping for outdoor cooking pits
Dear Robert Hobbs -
Please respond to the enclosed comments, from. -Leif Bjorback and John Westfaltdated
7/9/10 and 7/9/1 Oregarding ' ur bui I Iding application'. When we r , eceive the requested
YO
information the reviewers will be able to continue with the plan review.
If you have any questions, please don't hesitate to, contact us.
S incer
ly;
Theresa Umbaufgh
Senior Pennit'Coordinator
Encl'.: Plan review corrections
L\Temp\DST's\A4 aster Letters\Pls Respond
-Incorporated August 11, 1890
Sister City - Hekihan, Japan
O'� E 4f
0 ity 0
C f Edmonds
PLAN REVIEW COMMENTS
BUELDING DIVISION
(425) 771-0220
DATE: July 9, 2010
TO: Robert Hobbs
c/o Five Restaurant
Email: FiveEdmonds@me.com
FROM: Leif Bjoiback, Assistant Building Official
RE: Plan Check: 201070428
Project: Five Outdoor Burners
Project Address: 650 Edmonds Way
During review of the plans for the above noted project, it was found that the following'information,
clarifications or changes are needed.' Please provide written- responses as to where the changes can
be found on the plans, and submit revised plans/documents to Linda Thomquist, Permit Specialist.
Thank you.
1 . Appliances shall be listed and labeled for the.application for which they are used as specified in
section 301.3 of the International Fuel Gas Code. The application submitted is unlisted and
would need to be presented as an alternate method under the provisions of section 105 of the
code along with supporting.analysis and testing completed by an approved agency. The plan
submitted is not approvable.'
I f
V
SNOHOMISH CO.
FIRE
DISTR T
Serving the cities ofBrier, Edmonds, Mountlake Terrace,
and town of Woodway
MEMORANDUM�
DATE: July 9, 2010
TO: Mr. Robert Hobbs
FROM: I FM Westfall (4215-771-0213)
SUBJ: BLD20100428 Open Flame/Gas Plumbing
650 Edmonds Wa
Edmonds Fire Services cannot review the following plans without proper appliance listing or
evaluation. Corrected to 2009 IFC. I
1. See Building requirements for and restrictions'from the proper evaluation of burner appliance.
Without listing and testing criteria, setbacks cannot be reasonably established.
2. Open flames shall not be used in Group A (Assembly) occupancies (IFC 308.3), and
exceptions to the prohibition are not applicable with existing information/proposal.
3. Defining'this area solely as an outdoor burning location (EC C 5.,22.030) does not account for
the complete.circumstances in consideratio'n. Additional consideration must be given to the
following related and restrictive activities:
a. Site is located in an (outdoor) assembly area adjoining an interior assembly,
b. Required exit paths for facility egress are proximate to open flame site,
c. Establishment serves alcoholic beverages,
d. No equivalent or similar permits have been issued in Edmonds by modification or
minimum code standards.
..4. Although flaming food preparation (IFC 308.1.8) may not be the intent of establishment, the
unint�nded consequencesof customer preparation does not meet assurance of an acceptable
level of safety and the expected management of mimimurn code requirements.
Fire Marshal, 121 50'Ave N, Edmonds, WA 98020 / 425-771-0213 / (f) 425-775-7721. Ht�2://www.firedistrictl.or
CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.ci.edmondsma.us
DEVELOPMENT�SERVICES DEPARTMENT
"'7 C. 1 B913
February 2, 2011
Five Bistro
Ted Clark
650 Edmonds Way
Edmonds, WA 98020
Re: Building Permit Application: BLD2010-0428 Plumbing Application
Site Address: 650 Edmonds'Way
Expiration Date: -6/24/11
Dear Ted Clark:
MIKE COOPER
MAYOR
The pu ' ose of this letter is to inform you that the above referenced permit application
rp
will expire on 6/24/11. According to Edmonds Community Development Code Chapter
19.00.0 1 OD, applications are only valid for a period of 180 days unless a written request
for extension: is submitted to the Building Official for a tot�l period of one-year. Our
records indicate that you have already received an additional 180 days for this application.
and no ftirther extensions can be. granted.
Please'be advised, once the permit application expires,the application materials and plans
will be destroyed within ten working days. Also, ifthe project.is pursued in.the future a
new pe I rmit application under th I e current codes, new plans and new fees will be required.
If you have any questions, please feel free to call our offices at 425-771-0220.
iSincerel
Theresa Umbau
ft gh
Senior Permit Coordinator
L\Ternp\DST'sWaster Letters\App Due to expire 10/2 1/00
Incorporated August 11, 1890
Sister City Hekinan, Japan
.... ........
vproVed r rtna &M
WA TA
I r
F I V E
Edmonds
ty A�pp I
RECEIVEr-
JUN 2 4 2010
BUILDING DEPARTM�Mi
r-iTY OF EDMOND5
doto c4n
RECEIVED
JUN 2 4 2010
BUILDING DEPARTMENT
CITY OF EDMONDS
17,
ITIM9,m I
1. The service requirements shown on these plans are for food service equipment
specified by Little Caesers These plans are prepared and furnish for the purpose of
indicating equipment service requirements and rough -in spotting locations only and
do not relieve the General Contractor, Sub -Contractors, or other involved trades of the
responsibility of the above parties to consult with the architect, owner or his
representative concerning all other requirements of the building.
2. All miscellaneous parts and items including grease traps, grease interceptors,
faucets, valves, traps, trim, wiring, magnetic starter, disconnects, electrical panels,
thermal overload protection, cords, and plugs, etc. are supplied by the appropriate
subcontractor unless otherwise specified on these plans or by separate written
contract.
3. Plumbing, electrical, and refrigeration rough -in and final connections and hook-up
shall be provided and performed by the respective subcontractors in compliance with
applicable national, state, and local codes. All rough -ins are subject to change and
verification pending the final selection and location of all equipment.
4. The General Contractor shall provide, and install the proper backing for wall and
ceiling rriounted equipment, shelving, brackets, braces, table cantilever bases, stool
cantilever brackets, hand railing, etc. As required and indicated on the Little Caesers
plans specifications and equipment brochures.
5. All items noted "existing, vendor, future, by other, and NIC (not in contract)" shall be
verified by the respective subcontractor for size and requirements prior to rough -in
and final connection.
6. The General Contractor shall provide non-com bustible, one (1) hour -rated
(minimum) wall(s) behind and adjacent to cooking equipment as required by national,
state, and local codes and ordinances.
7. The General Contractor shall provide floor, wall, ceiling, and roof penetrations, and
sleeves for refrigeration, syrup, inert gases, beer line(s) to accommodated the
requirements and proper installation of all food service equipment.
8. It shall be the responsibility of the General Contractor to provide weather protection
for all roof, floor and wall penetrations prior to and during the installation of the food
service dealer's equipment and furnishings.
9. It shall be the responsibility of the General Contractor to properly seal all floor, roof
and wall penetrations as required after the installation of the food service dealer's
equipment and furnishings.
10. It shall be the responsibility of the General Contractor to notify Owners of any
corrections, comments, or revisions on the plan set as approved for building permit,
immediately upon receipt of said plans and permit, prior to site construction.
All dimensions shown on these plans are measured from finished walls, floor, ..ceiling,
and/or centerlines of utility rough -ins. The sub -contractors shall make necessary
allowances for finishes during rough -in as required.
HEALTH DEPARTMENT CRITERIA
WATER & SEWER: Municipal
EMPLOYEES: 3
EQUIPMENT: all equipment is NSF approved
INTERIOR WALL
SURFACES: Smooth finish & FRP wainscot in rest rooms and 2'
i.t
above all food counter areas and sinks
LIGHTING: New or Existing with min. of 20 foot candles (215 lux)
of light in all food prep areas and 10 foot candles
(100 lux) in storage areas. Shatter shields will be
provided in food, work and storage areas.
FOOD: 100% prepackaged and 100% single service
HAND WASHING: A wall mounted single service towel and soap
dispenser
shall be provided at each hand sink
SINKS & LAVS: All sinks and lavatories shall be supplied with hot
(min. 120 degrees F) and cold running water under
pressure with a 2" air gap between discharge and
floor sink. All sinks and lavatories shall comply with
EHP-883.
HOOD EXHAUST
SYSTEM: HALTON CLASS 11 HOOD
FAUCETS: All faucets shall have a combination faucet.
Mop sink faucet shall have an anti -siphon device
FLOOR SINKS: All floor sinks shall be easily accessible and cleanable
WATER HEATER: Water Heater shall be a On demand Unit
commercial type and provides 5 GPM @140*
and 1.5 gpm to 120* water to hand sinks
STORE HOURS: Store hours shall be a maximum of 12 per day.
Store is open from 10:00 a.m. to 10:00 p.m.
mon. - sat. 12 noon to 6:00 p.m. Sunday
NOTE: 24 hours notification to the health department is
required for all inspections prior to store opening.
Project must meet county and state health department regulations criteria.
J
SITE MAP
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GROSS AREA
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Mu t be a rrdninvumof8 feet wide. [Section 502.2 ICUANSIA117.1-19981
Must have a minirnum 5footwide access.aisle (see belowforaccess aisle
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SUB SHOP
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STORE LOCATION:
LOCATION REFERANCE:
Edmonds
STREET ADDRESS:
650 Edmonds Way
SUITE:
CITY
Edmonds 132006 Edition IRC w/WAC Amendments
STATE:
WA F*2006 Edition IBC w/WAC Amendments
02006 Edition IJPC w/WACAmendmefits
ZIP:
98020 and Appendices A, B, Q I
(C w/WAC Amendments
Edition J�N,'
U2006 Edition IFGC w1WAC Amendment
TENANT INFORMATION:
JR2006 Edition 1FC w/WAC Amendments
FIVE [32006 Edition VIAQ WAC 51-13
DBA:
[32006 Edition WSEC WAC 5 1 -11
STREET ADDRESS:
650 Edmonds Way
SUITE:
Edmonds
CITY:
WA
STATE:
98020
ZIP:
206-227-1593
PHONE:
FAX:
Ted Clark
CONTACT
ficeedmonds@me.com
EMAIL:
CONTACT:
EMAIL:
ILDU4C,�'j LT)
._'VV D IRTMENT
LANDLORD INFORMATION: WORK co -Di k1 L
1 1.4
ADDRESS � 010 0- r
I - - -.1
COMPANY NAME: BRADBURRYLLC -- 4 � -, ��,11
OWNER_
CONTACT: . . . . . . . . . . . .
STREET ADDRESS: APPROVEDDATIR,
SUITE: BLDG. OFFJCJAR_�
CITY:
STATE: WA PERM711T VXVBt--F�
ZIP: �,70)b-02 -7 e)
FAX:
EMAIL:
TEAM CONTRACTOR: John L. Patterson
COMPANY: Woodslake Construction
CONTRACTOR #:
NAME: 19501 144th Ave NE D-600.
ADDRESS: Woodinville
WA OVED B PLANNIN1.4":
98072
A
-STREI: 10 FILM
CODE REQUIREMENTS
CODE ANALYSIS (PER 2006 I.B.C.)
FLOOR AREA CALCULATIONS:
FIXED PORTION OF SEATING AREA:
108 square feet (11 A + 1 B)
ENTRY/WAITING/QUEUE AREA:
75 square feet (1C)
DINING AREA:
470 square feet (11 D + 1 E)
ORDER/BAR/KITCHEN AREA:
440 square feet (2A + 2B)
2-
HALLWAY/UTILITY / STORAGE:
266 square feet (3A thru 3D)
RESTROOMS:
97 sguare feet (4A + 4B)
TOTAL USEABLE FLOOR AREA:
1816 square feet
TOTAL SQ. FT. IN LEASE:
2041 square feet
TOTAL SQ. FT. IN BLDG:
2041 square feet
OCCUPANT LOAD CALCULATION
FIXED SEATING: 1 per 2ft bench.
15 occu pants (1 A + 1 B)
ENTRY/QUEUE AREA: 1/5 sq.ft.
27 occupants (1 C)
DINING AREA: 1/15 sq.ft.
31 occupants (11 D + 1 E)
ORD ER/BAR/K ITCH EN: 1/200 sq.ft.
2 occupants (2A + 2B)
HALLWAY/UTILITY / STOR: 1 /100 sq.ft.
3 occupants (3A thru 3D)
RESTROOMS: 1/100 sq.ft.
2 occupants (4A thru 413)
TOTAL OCCUPANT LOAD:
80 occupants
OCCUPANT CLASSIFICATION:
A2 (IBC303.1)
BUILDING CONSTRUCTION TYPE:
5B
BUILDING IS:
V-11
Exterior wall construction:
1 hour <20' (existing)
Openings in exterior walls:
Not permited <5'
Protected < 10'
Existing
Existing
BUILDING IS FULLY SPRINKLERED:
NO 7 . . . . . . . . . . . .
TAX PARCEL. NUMBER
THIS DRAWING AND THE INFORMATIONAL CONTENT HEREOF IS THE CONFIDENTIAL PROPERTY OF SUB SHOPS INC. AND IS PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIRAGENTS AND
CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND/OR ITS INFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR ANY
:,-1,
PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION OF SUB SHOPS INC. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND.
4 -1
Plans By
JB Interior Design
Designer
Brick Brunton
Address
21438 99th Ave S.
Address
Kent, WA 98031
Phone
206.931.7508
Fax
425.988.6775
e-mail
brickbrunton@gmaii.com
Contractor
Woodslake Construction
Address
19501 144th Ave NE Suite D-600
Address
Woodinville WA 98072
Contact
John L. Patterson
License #
425-443-4248
Phone
425-483-5116
Fax
425-483-8600
e-mail
johnlpaft@hotmail.com
Owner ,
Clark Retail Development
Address
650 Edmonds Way
Address
Edmonds, WA 98020
Fax
425-673-4853
Contact
Ted Clark Owner
e-mail
subshops@mac.com
Contact
e-mail
Landlord
Address
Address
Sheet #
Index
KC-0
INFO & SITE PLAN
KC-1
EQUIPMENT PLAN.
KC-1.1
WALL PLAN
KC-2
PLUMBING PLAN.
KC-3
ELECTRICAL PLAN.
KC-3.1
REFLECTED CEILING
KC-3.2
ROOF EQUIPMENT PLAN.
KC-5
ELEVATIONS
KC-6
Patio
KC-7
3D VIEWS
KC-8
Bar Redo
No. Description Date
1 WASTE WATER DEPT CORRECTIONS 5-26-09
2 HEALTH DEPT CORRECTIONS 6-10-09
(0
NT
C\1
0
C)
APR 2 2 2010
BUILDING DEPARtWENT
CITY OF EDMONDS
CitY of EdMonds Building DePartment
A --
Simpson strong tie H1
nail as approved 11/th
f*(b XAN:!�hltj 4*ftiq'vLj WA;t'
TRELLIS ATTACHMENT TO BUILDING DETAIL
(�)- Trellis Bracket
2" x 6" PRESSURE TREATED
ARBOR BEAMS
2XS NAILED OFF WITH HOT DIPPED
16p NAIL, & CROSS BOLTED WITH
1/2" X 8" GALVANIZED CARRAGE
BOLT AND WASHER.
2" x 8" PRESSURE TREATED
CROSSSUPPORTBEAMS
4"X4" PRESURE TREATED POST >
NEW 6 TO 12" CONCRETE FILLER
EXISTING 3" ASPHALT DRIVEWAY
EXISTING COMPACTED SOIL
Callout of Post &4MCRETE FILLER
1/211 = 1 1-011
Callout Trellis Connection
"nn"'
1 1/21' 1 1_011
C?
EO Plan ,a
lip 1 —0
Patio Sect
1/411 = 1 1-011
W1fMtVr pp,(O�Z A?fRoOd-, OF Wt-V(Alo Orr-1664-cl-V
A.
P)A
rail Ing at backdoor
8
Patio LaVOL
ouvll�f
[C)
33
pr9posedfirepit
"zi.
Al
fi� W"
a
�ed fire t.,
propo P1
H"11'1� / /
eAsfin
fire
W)�nguisher
2"DRAIN. .
wdsUng
gas,
m eter,
975s q.
12"
10 max.o
J
eA t . p9th
12"
"N
%M1
power line from 14'@ buildup to power pole
r.j -� P n
N
BACK RAMP
1/411 = 1 1-011
SLOPE MAX. 1- PER FOO�
-7-
WING A
- 911P FO��� 11 1 -
Ha4amO kalta W-3r
E�Q Plan A:��
0, - V—�
Plans By
J13 Interior Design
Designer
Brick Brunton
Address
21438 99th Ave S.
Address
Kent, WA 98031
Phone
206.931.7508
Fax
425.988.6775
e-mail
brickbrunton@gmail.com
Contractor
Woodslake Construction
Address
19501 144th Ave NE Suite D-600
Address
Woodinville WA 98072
Contact
John L. Patterson
License #
425-443-4248
Phone
425-483-5116
Fax
425-483-8600
e-mail
johnlpaft@hotmall.com
Owner
Clark Retail Development
Address
650 Edmonds Way
Address
Edmonds, WA 98020
Fax
425-673-4853
Contact
Ted Clark Owner
e-mail
subshops@mac.com
Contact
e-mail
Landlord
Address
Address
z5TREET FILE
No. Description Date
I WASTE WATER DEPT CORRECTIONS 5-26-09
3 BUILDING DEPT CORRECTIONS 4-29-10
LO
N
C)
N
M
U')
MAY 04 2010
BUILDING DE.PARZiMENT
CITY OF EDMONDS
LO 1-0 t 0 -e),1- -7