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22935 HIGHWAY 99
NOV 15 1999
DEVELOPIIENT SERVICE CTII.
FIR OF EDA4OWb S
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PLANNING DATA
-- Sign5 --
Name:
_ __" '7� % . Ar- e-
Date:
-3&-
Site Address:
C79
[an Check 9: BLD-2LO\\O\g,5
Project Description:
- A\ - rw!!% 0 LA� ink
Reduced Site Plan Provided: 6W NO) =Zoning:
C,&
Comprehensive Plan Designation: Cl 9 C'n";
Map Page:
t="
Co er Lot: (� NO)
Flag Lot: (YES
—
ADB File ff (or date waived):
TOTAL AreaMr Type of
Type of Sign
Allowed in
Matrix
conditions
Allowed
area per
Unit
TOTAL sign
area
Proposed
zone?
met.?
unit
allowed for
sign area
— I
this sign
Exa-ple
Wall wlintel-nal
IlluminatIbn
Yes, w1th
conditlons
Yes
I sq. It.1fineal
/t. attdched
41 It attached
41 5quare feet
20 5quare feet
wall
Sign ff 1
W-41 0/
Yes
ct k,
Sign 92
Sign #3
TOTAL Sign Area fcrCFenant i
�nan_�5ite
--TPrevious
Max Permitted:
A0 --*sA-
Total: -r
Proposed Tetal:
Iq
Sign Height
Sign Type:
-
Max Permitted:
'Ca6C-1P- CrV Ct-k
Actual Height: e
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
:��q Lighfil7g
Sign Type:
Proposed:
Allowed in Zone:
Sign ype:
Proposed:
Allowed in Zone:
PLANNING DATA
-- signs --
colors
Proposed: L4 ,_ 4
Acceptable?
Requires ADB Apprqval? Alo
Sign Location
tf freestanding and 3-feet or over (unless
a fence) meets setbacks?
Reqqired Setbacks
Street:
Side:
Side:
r:
Actual--�Itucics
Street:
Side:
—11
Side:
Landsnapingficr!!�t�17�di, 5i!jn5.
Size:
Location:
Critical Areas Determination 9:
Study Required
El Waiver
Other
��7 -2
Plan Reviev��
0 6
J,
CITY OF EDMONDS
I
RE
TRAFFIC IMPACT ANALYSIS
Name of Proposed Project: 19 SPA
Owner/Applicant:
Ak C
Name '
121"35- 4WI qq
Street/Mailing Address
0) I> L)*
ra,maxr> Wk
city State zip
Telephone: /to U 1 4-s-s- q4 S S;-
WORK SHEET
Applicant Contact Person:
-- - T:,-A-6-r
Name
le(P'Z3 ffiAH q1 0-- -Z (AO
Street/Mailing Address
LA NNWQOA--� WA- TbO3�
city State Zip
Telephone: "Zo Q -I -) q - 6,50.9
Traffic Engineer who prepared the Traffic Impact Analysis:
"I PC
Firm Name
1. PROJECT DESCRIPTION
Contact Name
a. Street address (if known): 3
b. Location: J�-%JSJ1046� !i�!�106� 007NU042- �Teap
toe ez-aotz- 4 AA)v am
I
Telephone
(Attach a vicinity map and siteplan)
c. Specify existing land use: -4twetm� ci��— emiaoey4�mc o-.Lwic.
d. Specify proposed type and size of development:,. 4VW1t3f:[, (A�,�— '!5A7A9 ItJ
Ld
e. When will the project begin construction and when will it be completed?
f Define proposed access locations: iqlSTIMCM — 1UPL A RMb4 911
g. Define proposed sight distance at site egress locations:
Page I
11
0
Five Years After Openin2 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 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.
Jjig- bso- 15jkW10!S 6,;5:WeJ?Mt
5LVT� 9PPi -> 1\60 6f;
ci I
a 0,1 -3 1 & T:- =
4 10 -2
00 -voftr�-(- OUPE�--
SAENGRXD=d1%Chy ProjectATIA Guide1ina\Traf1mpAna1yWoTk 9-04.doc Page 5
The Wet Chemical Fire Suppression System RAM GWARD
.
3-21 Nozzle Summary
NOV 15 1999
DEVELOPMENT SERVICE
EDMOND S CTR.
CITY OF S
Table 3-2. Nozzle Summary
'T"
"n
T:1
Duct 50" (165.1 cm) . 15.91 " (39 cm) Unlimited. ADP/1
Plenum
'Y' Bank or
Single
ADP/1
Four -Burner Range 28 X 28 (71 x 71) 20042(52WI07) within 9 (23) rad.
. of midpoint. R/I
Single Vat Deep Fat Fryer (Drip Boards I to 6 [2.5 tol 8]) 18 X 18 (46 x 46)
27W45(691014)
45* to 90*
F/2
-----------------
24' 1 ;,271
F12"19'
Split Vat Deep Fat Fryer
14 x 15 (36 x 38)
27 (69) to 45 (117)
450 to 900
F/2
Woks
14 to 28 (36 to 71) Dia.
within 2 (5)
3 to 8 (8 to 20) Deep
35 to 56 (89 to 142)
of mid point.
GRW/1
30.25 X 34 V
_7
Close� -�cp Chain Broilers
28 X x 74)
See 3-12
See 3-12
ADP / I
ee3- 2,-
le 71t 7 '28X29 (71 0�)` S 1 1 — " N���
i
Pumice Rock (Lava, Ceramic) Charbroller
22 X 23 (56 x 58)
24(61)to48(122)
450 to 900;
Electric Charbroiler (Open Grid) 24 X 21 (61 x 53) 24(61)to48(122) .450 to 900 GRW/1
t648(14 _646- 'M
Mesquite Charbroller (Chips, Wood, Logs) 30 X 24 (76 x 61) 24(61)to48(122) 45* to 900;
Tilt Skillet and Braising Pan 24 x 24 (61 x 61) 27.5 in (70 cm) to 46 in (117 cm)
within perimeter F/2
ADP
B120011 I
;Z' J�Mif
'dRW(GasRadiant-Wok) B120013 I
i i'o j j y 1 �,77 0 7777- 7—, '7 7 4__1Y
DM (Mesquite) B120015 3
ppItOvED
FIRE
U.L.I. Ex 2458
3-21 Manual Part No. 9127100 (9/97) Badger Fire Protection
RANGE GOW The Wet Chemical Fire Suppression System
3-22 Cylinder Sizing
After finding how many nozzles of each type are required for a system. the sum of all the nozzle flow numbers is
used to determine the number and size of the cylinders required, in accordance with the cylinder flow number
limits given below.
Table 3-3. Cylinder Flow Number Limits
.25G (4.7 L)
Single Cylinder Only
(Cannot Manifold)
(15 L)(Long or Short
1 Cylinder 12
2 Cylinders 24 Can Manifold*
3 Cylinders 36 Up to 4 Cylinders
4 Cylinders 48
6 '2
G
no ,
iC lindiri
.y
*Only like cylinders can be manifolded (ie, four RG-4GS, two RG-6G.)
The system can be actuated through various controls, in accordance with Table 3-4. To actuate a single cylinder
system, use either the Mechanical or Electric Control Head or the A+ Control Box with pressure operated actuator.
To actuate two or three cylinders, use either one or two Tandem Control Heads and a Mechanical or Electric
Control Head or the A+ Control Box with 1-3 Pressure Operated Actuator(s). To actuate from 1 to 5 cylinders, the
A+ Control Box with Pressure Operated Actuator(s) must be used. For applications requiring 5-10 cylinders the
BMCS- 1 nitrogen releasing system is recommended. Larger systems, 10- 100 cylinders, the BMCS-7 nitrogen
releasing system is the recommended means of cylinder actuation. For complete details of the BMCS- I and BMCS-
7 systems, refer to each respective manuals, P/N B900002 and P/N B9000003.
Table 3-4. Actuation Controls
System Size
Mechanical or Electric
Control Head
Tandem
Control Head
A+ Control
Box
BMCS-I
BMCS-7
1 Cylinder
V
V
2 Cylinders
V
3.Cylinders
4 Cylinders
5 Cylinders
V/
V***
5-10 Cylinders
10+ Cylinders
Requires both a mechanical or electric control head and tandem control head
Requires a mechanical or electric control head and multiple tandem control heads
***BMCS series requires a mechnical or electric control head to actuate.
U1.1. Ex 2458 3-22 Manual Part No. 9127100 (9/97) Badger Fire Protection
0
The Wet Chemical Fire Suppression System
F_ I
L
RAM GAUM
3-23 Designingfor Pipe Size and Type Within the Bounds ofPiping
Limitations
Piping and Fittings
Range Guard systems do not require balanced
piping to achieve proper distribution of wet chemical
to all nozzles. Balanced piping is not necessary
because a liquid has no difficulty in turning corners or
changing directions. Range Guard nozzles come
equipped with permanent predetermined orifices.
This means that the liquid will be delivered in the
exact quantities necessary to the duct, plenum and
appliance hazards as required.
All pipe shall be schedule 40 (standard weight)
black steel. Pipe may be chrome plated. Galvanized
pipe shall not be used. All pipe and fittings must be
made tight without pipe dope or thread sealant.
Pipe fittings shall be standard weight steel,
cast iron, malleable iron or ductile Iron. Galvanized
fittings shall not be used. Branch line connection and
individual nozzle connections may be made by using
either the outlet or the run of a tee.
Stainless Steel Tubing and Fittings
Stainless steel tubing may be used on all Range
Guard systems. Fittings may be stainless steel
compression or stainless steel flare types. Bending of
tubing using mandrels is permissible.
Pipe Sizing
Pipe sizes are determined by the total number of
flow numbers running through a particular piece of
pipe. This is the flow demand for that portion of the
system.
NOTE: It Is not permissible to drop pipe diameters
below the required value. For example, using
1/2" (1.3 cm) pipe to f low 18 f low numbers Is
not permissible. However, Increasing pipe di-
ameter Is acceptable (i.e., using 1" (2.5 cm)
pipe to flow 18 flow numbers) providing the
system complies with Internal pipe volume
limitations.
Table 3-5. Flow Number Range and PipeType
25-48 1 " (2.5 cm) 1 " (2.5 cm)
GENERAL RULES
• A maximum of 100 equivalent feet (30.5 m) (but not more than 40 (12.2 rn) linear feet) of 1/4" (.6 cm.)
pipe maybe used for each branch line.
• The highest point of the system shall not exceed 12 feet (3.7 rn) above the cylinder outlet..
• The vertical rise of a branch line above the supply line shall not exceed a maximum of 4 feet (1.2 m).
0 Maximum discharge pipe volume limitations shall notbe exceeded.
0 Maximum equivalent length limitations shall not be exceeded.
0 Maximum flow points for a given pipe shall not be exceeded.
0 There are to be no low points or "traps" present in discharge piping.
U.L.I. Ex 2458
3-23 Manual Part No. 9127100 (9/97) Badger Fire Protection
8 1.10 OZ)
g,�,60
Or&.� Vv � - AMUOL POLL
5y E: �(l r-
City of Edmon?
-OF-WAY CONSTRUCTION
RIGHT
PERMIT Permit Number-.
RESUBMIT FOR EXPIRED PERMIT
Issue Date: 577
96-347
A. Address or Vicinity of Construction: - 22935 HUY-99 (9702009)
--AMNF— C) B. Type of Work (be specific): TingtAll Setylee
9 0 9
C. Contractor: _ tWashl[ngton Natural Gas
Mailing Address: 1122 75 St SW . Everett
State License #: 98203
D. Building Pernuit # (if applicable):
Contact: Hariamne Kftgsbury
Phone: .356-7500 X7596
Liability Insurance: Bond: $
Side Sewer Permit # (if applicable):
E. n Commercial [J Subdivision El City Project Utility (PUD, GTE, WNG, CABLE, WATER)
F1 Multi -Family EJ Single Family n Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut 0 Yes []No G. Size of Cut: x 1%. Cha
76�_ _T_
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense of any legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit.
6
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering DiVision, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulatioris-as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end. of the working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available on site at ql times f ction purposes.
Signature: /s"M/�N�a Date: 1-20-97
rl (Contractor or44gent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED B
RIGHT -OF WAY, DEPOSIT.
TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEE/FUND 111.
SPECIAL CONDITIONS: RESTORATION FEE:
PERMIT FEE-
TOTAL,FEE:,
COMMENTS: RECEIPT FEE:,
DATE:
ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994
FIELD INSPECTION NOTES.
Comments:
Diagram.:
CONTRACTOR CALLED FOR INSPECTION
IPartial Work Inspection by P.W.:
'Work Disapproved By:.
FINAL APPROVAL BY:
(Fund 111 - Route copy to Street Dept.)
El YES
Date:'—,,,
Date: —
El NO
v�
0 , ' C4-iff tdmonft
RIGHT-OF-WAY CONSTRUCTION.
PERMIT Permit Number.
Insta1l ServIce
Issue Date:
A. Address or Vicinity of Constriietion: 22935 HWY 99 (9702009)
B. Type of Work (be specific):
9 0 9 q t
C. Contractor: Washington Natural Gas f
MailingAddress: 1122 75 St SW -E�erett
state License #: 98203
D. Building Permit # (if applicable):
Contact: Marianne Kingsbury
Phone: 356-7500 X7596
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable):
E. C3 Commercial 0 Subdivision 0 City Project JE Utility (PUD, GTE, WNG, CABLE, WATER)
E] Multi -Family 0 Single Family C] Other
INSPECTOR: INSPECTOR: 9
F. Pavement or Concrete Cut KI Yes 0No G. Sizeo'f Cut: I x H. Charge_$
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmonda harmless froniinjuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense ofany legalproceedinge including defense costs, and attorney f�esbyreason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE, FOR, WORKMANSHIP AND MA TERIALS, FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO. THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirement's and thipink 'COPY of theipeirmit will be
available on site iz� all timgs for inspection purp S.
0/1�
10-30-96
Signature: Date:
(Coh.ttactor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
COMMEI-M: RECEITIT FEE:'
0, A
DATE; ISSUED BY.
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUAN.CE Eng. Div. 1994
ci�yv f Edmonp
RIGHT -OF- ONSTRUCTION
PERMIT
Permit Number,
Issue Date:
A. Address or Vicinity of Construction: 22935 M 99 (9702009)
8 9 9 C) B. Type of Work (be specific): Install Sex -vice
C. Contractor: WeGh'Lngton Nat=al Gae 'I
Mailing Address: 1IL22 75 St S9 Everett
98203
State License #:
D. Building Permit # (it applicable):
Contact: Hmriame Kingsbury
Phone: 356-7500 X7596
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable):
E. Commercial E) Subdivision F) City Project a Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family El Single Family F1 Other
INSPECTOR: INSPECTOR: RV4
F. Pavement or Concrete Cut ZI Yes 0No G. Size of Cut: X H. Chargq_$
APPLICANT TO READ AN,16-9][6N 11-q- 7(v
I V
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmond8 harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS C6MPLETEO BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the Working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available on site at all thrnos for inspection pu 0 S.
Signature: (3, Date: 10-30-96
(Co
I
ctor or Ahent)
CALL DIAL-A-DIG.PRIOR TO BEGINNING WORK
DATE -
. I FOR CITY USE ONLY
RIGHT OF WAY DEPOSIT
DISRUPTION FEE/FUND Ill:
RESTORATION FEE:
PERMIT FEE:
TOTAL FEE: 00�
RECEIPT FEE.
ISSUED BY:
PAr
NO WORK SHALL BEGIN PRIOR TO PERMIT. ISSUANCE
Eng. Div. 1994
0
9
FIELD INSPECTION NOTES
Comments:
Diagram.:
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES El NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
AMMMM�
NatmilGas
AVAWWXJIOnEreWCOmp"
Addendum to: city of Edmonds
Right of Way
Permit Application
Submitted by: Marjamne Kingsbury
Engineering Aide
Washington Natural Gas
1356-7500 X7596
i
2� r,) 9 �-4 VIJ Y 3 -9
Key:
Watermain depth Z� -G-
-SS-
-2- " gas main 0
Water
Gas
Sewer
Water hydrant
Water valve
Washington Natural Gas Company
1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331
GM
A vwf)wxfian [rwW ConyxvN
III
Addendum to: City Of Edmonds
Right of Way
Permit Application
Submitted by: Mariamne Kingsbury
Engineering Aide
Washington Natural Gas
ryt -)mod 1356-7500 X7596
N
1'2-9-55- �-4 3
0,
Key: -W- Water
Vatermain depth cl --G- , �ZaS
-SS- Sever
-E� Water hydrant
gas main 0 Water valve
Washington Natural Gas Company
1122 75th Street S.W.. Everett, Washiqgton 98203,., (206) 355-3331
affow;n&er'pwviift'W the
MAiliten,ance of any currently M" ffielpl.
411=1onforming or unparmittod buildiaL druftr
Or Site condition which is outs;
de the scope of the
PeTA li r left of whethei vich
VP cation, regardleft of
stnicture or condition is shown on the
.1:=iWeZ or drawing. Such buflding, etructmqr
con ition insy be the gutift of a w,.jLvW
enkrilement wtbn.�_
Manufacture and install one set of LED back lit channel
letter sign per -drawing blue face black sidewall mounted
on raceway. HEARING AID letters 14"X105" 10.21 square feet
Beltone logo panel 12"X44" 3.7 square feet
RECEIVED
TOTAL SIGN SQUARE FOOTAGE 14 SQUARE FEET
MAR 18 2011
Sign mounted to.wall with,3/8" red head bolts 5 total DEVELOPMENT SERVICES
across mounting lip sign UL labeled with disconnect COUNTER
Roure 2
T"
J1 A
34. 1
LObtain Electrical Permit f1rom
St
State Labor & Industries
i'44i .1
jggI3
RED (POSITIVE) BLUE (NEGATIVE)
013 g3 0
WIRES WITH CON��ECTORS ATTACHED TO EK
AND EXITING THE LETTER. MODULE DERCTI ED IS A:MVVL74-12-W.
I
SECONDARY WIRING W1 FLEXIBLE CONDUIJ
OR CLASS 2 WIRE W/OUT CONDUIT PRIMARY WIRING
TRANSFORMER CAN
C...L LTR CHANNEL LTR __CH.MNEL LTR
TOP VIEW*OF WIRING EXAMPLE FOR -BEHIND WALL OR IN RACEWAY
ZA700f�.'_ §45:6: t
nm:�501
111119m,
Jim
Mannin
.040 ALUM. R—tMRNS
0 Complete Sign Solutlons
o Design, Manufacture, Install
-SECONDARY o Maintenance and Repair
WIRING
11" TRIM
-TRANSFORMER P.O.'Box S665
Lynnwood, WA 98036
BUSHING
phone
PRIM ARY 425"4.1964
31iVPLEX---*
WIRING
--7'X
425.778.1590
7"
RACEWAY
LED MODULES PLIED
manningsigns0grnall.com
W/ DOUBLE -SIDED TAPE
OR MECHANICALLY FASTENED
Contractor # JIMMAA-208NO
I 1�41
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