SGN1997-00165 CITY OF TIGARD
DEVELOPMENT SERVICES
ii�l l 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 SIGN PERMIT
PERMIT #: SGN97 -0165
DATE ISSUED • 12/24/97
PARCEL • 251O2CB -00303
ZONE • C —G
JURISDICTION...: TIG
BUSINESS NAME..: BURGER KING
SIGN LOCATION..: 13165 SW PACIFIC HWY
APPLICANT /AGENT: STEIN SIGN
BUSINESS TAX NO:
SIGN:
PERMANENT (X) FREESTANDING (Y) FREEWAY ( )
TEMPORARY ( ) WALL ( ) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS • 8'X8' & 4'X6'
TOTAL SIGN AREA • 88 sq.ft.
WALL AREA • 0 sq.ft.
WALL FACE (DIRECTION): NA
SIGN HEIGHT • 20 ft.
PROJECTION FROM WALL.: 0 in.
ILLUMINATION • INT
DESCRIPTION OF SIGN: Burger King freestanding sign
MATERIALS • ACRYLIC /NEON
EXISTING SIGNS • 0
ELECTRICAL PERMIT REQUIRED: Y
BUILDING PERMIT REQUIRED..: Y
ADMINISTRATIVE EXCEPTIONS.: N/A
PERMIT FEE: $ 50.00
This permit is issued subject to the regulations contained in the
Tigard Municipal Code, State of Ore. Specialty Codes and all other
applicable laws. All work will be done in accordance with approved
approved plans. A sign permit shall expire 90 days from approval date.
A temporary sign shall expire 30 days om approval date. A balloon sign
shall expire le days from approva date.
APPROVED BY: ��'
PERMITTEE SIBNATURE:,��711� A/ 46ie
40
DATE: 12/24/97
•s
• •
SIGN PERMIT APPLICATION
01i, �l 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX: (503) 684 -7297
CITY OF TIGARD
GENERAL INFORMATION (PLEASE PRINT CLEARLY)
Sign Address /Location: / 3 / 6 1 5(4/ t , ' / ;c 11 1,,y
1
f 4 / UG `P. 7 do/ 3 FOR STAFF USE ONLY
Name of Tenant/Business: ou it_" g.(- �',ii . 9?----
p " '4. f Date Received
Address: / .3 / L .5 (") / hc! it, 'e / /,v i 77, AAD ��r ._
Applicant/Agent/Contact Person: T. rh .s i IC
f • • R eceived By
Sign Company: Sf'i 1 w1 .5'� �� _ > Permit N o (s) C / '
A4 phone: ) Lg r 5_,.7.70
Address: .3 9 5/ a Crtew !c/ AI .r '1 1-/ev Permit. Fee
City: CO 2 l3 'r`r State: a zip / ` 7 O tt Nay,
1 �
Sign Company C.C.B. #: 6 `/ .3 ' J - / pate ofApproval I / /
Expiration Date: e2c93-- EXptration Date
City of Tigard Business Tax #:
(or) Expiration Date: honing �`
Metro Business License #: ;;15 - "/ y
Expiration Date: .5 93'
Electrical Permit Required? Ye ,.� No p
Proposed Sign: (check as many as applicable) Building Permit Required? ¥est' Flo
Q
Permanent E, Freestanding a Freeway Rev. 12127/9 i knasters\s a.d
Y ❑ a oc
Temporary ❑ Wall l Electronic J
Other ❑ Billboard ❑ Balloon ❑
Sign Dimensions: If D( Y R gAd 13 v x' d = ,
�'�N 4 �j/ S � f Sri+ a y 5 ' 4 �sra: REQUIRED SUBMITTAL ELEMENTS
Total Sign Areas (sq. ft.):5
Total Wall Area (sq. ft.):
Direction Wall Faces: (circle one) N S E W NE NW SE SW ❑ Completed Application Form
Height (ft.): a D ' 1 t 455111104. ' ❑ Site /Plot Plan Drawn to Scale
Projection from Wall: (2 copies, 3 if a building permit is required)
Illumination: Yes p No ❑ Type: Internal eg External ❑ ❑ Elevations Drawn to Scale
(2 copies, 3 if a building permit is required)
U.L. Label #:
❑ Applicant's Statement
Copy: 3 J i� 9 ElL K i 1 00.j. ❑ Fee (Permanent Sign, any size) $50.00
Materials: #' S tai A eR y1,' C l Ablikie4, ❑ Fee (Temporary Sign) $15.00
Are there any Existing Signs at this Location? Yes ❑ No ❑
If yes, a Ilst of all sign dimensions must also de submitted.) I certify that I am the recorded owner of the
-7_) a1 K ,f t e . ` prop or an agent authorized by the owner.
NOTE: Q If work authorized under a sign permit has not been
completed within ninety days after the issuance of the G+f ..
permit. THE PERMIT SHALL BECOME NULL AND VOID. Applicant's Signature
1
•
List any VARIANCE OR OTHER LAND USE ACTIONS to be considered as part of this application:
A
APPLICANTS:
To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as
described on the front of this application in the "Required Submittal Elements" box.
(Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.)
THE APPLICANTS) SHALL CERTIFY THAT:
• The above request does not violate any deed restrictions that may be attached to or imposed upon the subject
property,
• If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all
the conditions and limitations of the approval.
• All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true;
and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that
any such statements are false.
• The applicant has read the entire contents of the application, including the policies and criteria, and understands the
requirements for approving or denying the application.
SIGNATURES of each owner of the subject property.
DATED this day of . 1 9
Owner's Signature Owner's Signature
Owner's Signature Owner's Signature
2
FAX TRANSMITTAL
// ri���110114� L L � °�
Date November 17, 1997
Number of pages including cover sheet 2
To: Jim Stein From: Jim Duckett
Co: Stein Sign Co Co: City of Tigard
Fax #: 695 -6154 Fax #: 598 -1960
Ph #: 639 -4171. Ext. 349
SUBJECT: 13165 SW Pacific Hwy
MESSAGE: Per your voicemail request of 4:01 pm, 11- 14 -97.
The revised site plan should accurately reflect the location of the sign, also. The one you
submitted had three different indications at to where the sign is to be located. A site plan
needs to be drawn to scale and reflect accurate location of the sign.
I:\ENG\FAX.DOT
11/17/97 MON 07:12 FAX 503 598 1960 CITY OF TIGARD I j001
* * * * * * * * * * * * * * * * * * * **
* ** TX REPORT * **
* * * * * * * * * * * * * * * * * * * **
TRANSMISSION OK
TX /RX NO 0311
CONNECTION TEL 6956154
CONNECTION ID
ST. TIME 11/17 07:11
USAGE T 01'16
PGS. SENT 2
RESULT OK
FAX TRANSMITTAL
.TL' „41 , . 1Ut
Date November 17, 1997
Number of pages including cover sheet 2
To: Jim Stein From: Jim Duckett
Co: Stein Sign Co Co: City of Tigard
Fax #: 695 -6154 Fax #: - 19!?0
Ph #: 639 -4171. Ext. 349
SUBJECT: 13165 SW Pacific Hw'
MESSAGE: Per your voicemail request of 4:01pm, 11- 14 -97.
The revised site plan should accurately reflect the location of the sign, also. The one you
submitted had three different indications at to where the sign is to be located. A site plan
needs to be drawn to scale and reflect accurate location of the sign.
Dii „ 'i'jt"'„poi I
CITY OF TIGARD
November 10, 1997 OREGON
Stein Sign Co
Attn: Jim Stein
39810 Crown Point Hwy
Corbett OR 97019
Dear Jim,
This is to advise you the sign permit application submitted on November 4, 1997
for a freestanding sign at 13165 SW Pacific Hwy is being denied at this time.
The reason for denial is that the pole is contained within the visual clearance
area. According to TMC 18.102.040, the visual clearance area shall not be less
than 35 feet on each side of the intersection on all designated arterial streets.
Pacific Highway is identified as an arterial street. The site plan submitted with
the permit application indicates the accessway is 38 feet wide and that the sign
is located within the visual clearance area.
Please submit a new site plan reflecting compliance with the code. The plans
and permit applications will remain at my desk pending a response from you.
If you have any questions, please feel free to contact me at 639 -4171 Ext 349.
Sincerely,
c/v JY j ?
James S. Duckett I�
Development Services Technician 11( 1 I_r
/ IVY
C j
S (
c/AszAA:
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
REPLACE EXISTING FIXTURES , ti ,, .=
ti-.. t o
—' ON EXIST POLE w/ NEW ;:F�'� • -
I 1000w METAL HALIDE UNITS � '^
- -- '' .2 . - DAMAG
- -- -- -- - -- '''� - -- -- - --- -- -- AND 'a AVE J
' '' ` ' REPL EXS 4f2.16
CHAIL -LIN K FEI
;: " EXIST. 6' HIGH I
' w/ `NEW 6` HIG IT
j 6 C.M.U. WALL C.M.U. WALL -
�^ ® r _._.__.__.___ I 1 .
— , t a ' , I PROVIDE NEW
------.- " � , � ` ` I, / ►METAL HALIDE
4 I ON NEW 20' S
1 19 sq.ft_ ADDED _ _ - ,
{ I r, o r EXIS. MENU B
'
1. = / / / /��� ry.
NEW CONC. PATIO /SIDE - 1c! i T� , ' , TO BE REPLAC[
1
WALK EXTENSION WITH . ! EXISTING DAIR'I' QUEEN f RESTAURANT 1
_ - — - w/ NEW IN SAI
1 i CURB RAMP M TO BE CONVERTED INTO A / / LOCATION
( SEE SHT. #2 I j / BURGER KING RESTAURANT // '
' r REP ACE EXIST. SIGN w/ i ////////////,//// ////' EXISTING CHAIN
• - IE'BURGER KING' SIGN _ • //TOTAL FLOOR ARE/V:= 2,852 sq.ft. /. 1 GATES WITH OE
ON NEW POLE /1// - SLATS
M �'i STANDARD ACCESSABL , •
vAN 5� ` t•1 SIGN PARKING SPACE •` _ _ s_ _ = I
- EPLACE EXISTING FIXTURES x=( ti
ON EXIST POLE w/ NEW 0
I ! ri,_--100. METAL HALIDE UNITS ❑ o ❑ u
A
■ IA 0 ,j/‘-
_ w RE -DO ACCESSABLE RE - STRIPE ALL PARKI. '> _ :,�,� ,`�' XIST.
AND DRIVING ARE ; F 1 im ,, E PARKING AND ACCESS i ..- D IREC TION DRIVE
AL
a SEE SHT. #2 1 r. : TO BE REPL.
-- -- �tGR ® ------------- - - - - -- t �. 1 / w/ NEW IN E
CITY OF - - - - -- -- \ - i °!+ = __.�._ LOCATION _...
-- I proved ,.I ,t-k-' i (( -i' // 1 _,- - _ -. f - 9 .
1
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-...-- 99 11/16' ---,-.- REMOVE EYEBOLT et CAULK ,.' 1 t • -.i.' :sc.,: , ,-..,.... •.111
; ■ am**. Mk .0711 I.D.C 11.0.: I CL " .M. I
-
REPLACE W/ BOLT TO PREVENT • I 2 4 I ' ■ 1 I I I I
WATER SEEPAGE Et '62:2 :URGER ika. • , ,c ,„„,, , , c - ,,,e . .-3 , /ri , 3-r 1 r -a' 1. -r 1 r -. : 17 -e
, 2.. ...
C---Th PRIMARY LOCO SIGN
1 1/2-6 X 6 1/4 HEX 1.4/2 t
=7:: j •.- I I 1
--) 1 -----___--- 7
v „ ssa ,„ I 3, i . - 117 5'...C 1 -0 .
rou.o.1.0/4 3 /
, 1
ggi -2 1 (2)12M I ( & F.W. (SHIPPED W/ HDWR KIT) -----1'----- ! 9;43 1' W'r 1 c-3 yr 1 1 3"-C' 1 r-e S 17 3.-c.
96 11/16" 1 / C oRfvE THRU ) 1 _. rOUNDADOR
,
4 x 6 --.
v1 1.31
...
1 ,
By
FORMED ESCUTCHEON ERECTOR) R E ) S C UT C H
ic. REMOVABLE END-FILLER .„....„ SIGN t
I
FEADERBOARO t . READERBOARD -,
/\ 1 st . I
s. 177 viz ea.-3 l/r 5-C" .1-0
FOU.0.1104
(BY SN SUPPLIER. INSTALLED 4 x 8 I I
1 As 227 3/ 1,-3 Iter I
i 30
FOUN0A7106, 3 .-C 2 -... c r 5.... I E-C' 2 . - c - 1.37
20 1-36
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cArESord777 Ulf 1 3 1 /11 5 3 • 57 157
..
I t r FOR SERVICE b faLINIMIt 0 I I
29 , 1 ({ I DRIVE ' )1•LI I TH m
-'0.:: t2
OD 35 ;
I s2,31 12115 5/3F ,.._, ,/.. •.-fr I r 5 7:-4' 17 , .77 1.78
. 1
L. . . , m -m i-ou.c1.1/0/4
b7i T,
c L \ N. . .." --F, POP P ERECTOR T 0 s SUPPLY R0w . & - 'x 4 I il .12 r I. ._ 1 .-r
N (BOTHINSSTIDLELS) 2 , Forzi., 135 5/1 . -3 Ifir 5 5" 3
7. 7.1•
Z I 5 t12 . I P ,..
:..). ..,-
ELECT. OUTLET CR a si.A8 , 3d7 5/ I ..-4 r-cr 7 5. 7 1 7 7..77 7.0
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Z Al TFR7JAIEINEALLEILN5
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o • •
NOTE: ADDITION OF READERBOARED , , A , ss ,„ ,,,,,, ,, ..-C e-r 3.-6 ■ I I 7.37 7
TUBE COLUMN -17
• -i 7- touccauxec
• 0 REDUCES DESIGN WIND LOAD TO
L.,
1/2 CONDUIT HALF-COUPLING 31.3 PSF. I SIGN NOMENCLATURE
SUMMARY
1. LAMPS: (8) 96712 H/0 CW
(INSTALLED BY COLUMN SUPPLIER) ,
1.
A 2. BALLAST: (2) JEFF. 256■496-100 OR TOTAL AMPS: 9.75 AMP
EOL.
• 3' DIA. HAND HOLE (WEATHER PROOF J-BOX BY ERECTOR) 2. TOTAL CIRCUITS: (2) 15 AMP
, .
LD..\ 3. CONN. LOAD: 7.8 AMPS
W/ 18 GA. X 4 X 4
■.,1 --I FL:REST.IAL 4. CIRCUITS: (1) 20 AMP
COVER
5. SERVICE SIGN BY: HINGED FACE
0
LA 53.1
B
6. LIFTING WEIGHT: 550 LBS. APPROX. REFERENCE DRAW
r••
Lc o
• 0 -< 1. SIGN SIZE 8'X8' DF CP 0 35
-1 1-- PEDESTAL WIDTH 1 I t 1 3 I . 111 SIGN NOMENCLATURE (DRIVE THRU) (PER SET) PSF DWG #E-5107. E-5106
GRADE
. .
‘
, vc.' • .,, • ....-•, 1. LAMPS: (2) 96712 H/O CW
-- - I ,-. . 77 ': GRADE I 1 -N.. • -. ., • : %/,‘,.. ;: 2. OPTIONAL COLUMNS:
. • ■•• 1 : .1 z... .g
DWG #E-5114
EMBEDMENT
...;. •-.1'..., t- ...../ z. .. 2. BALLAST: (1) JEFF. 258-296 (HI-N-DRI)
I ",••%.'2:"..-i". ' ......-.. s.,' :••'• P',..:'
4 .i.'"•• - '" '..;"5 4 3. CONN. LOAD: 2.05 AMPS
07. I ...i. i.:. 4 . CIRCUITS (1) 15 AMP : • . -
‘. ' • ,,..- ELEC. CONDUIT i*: . .t.i... 7 - , - -7:
(BY ERECTOR) 5. SERVICE SIGN BY SLIDING FACE
V u"8 I'''''• " Nam coucurr Toad j
SW •--...' ' :1'...,:: 6. LIFTING WEIGHT: 90 LBS. APPROX.
\ 1 , ..:7'. Ex moot mecca 155157 ElITOWf 9ri:C :
: .. ' ';
:'•••••■:'
..rc A mi. Of IT k STUBBED UR BESIDE RASE ".-•..:" '"'
•:''' ", .' '..:5 ''. woo= suuram mat LATER CONNEC71036 • -
.....!: ..
COLUMN NOMFNC1ATURE
\
I-. s&B _4 coma & maz w 31,5 cow a al5 5 51-Aij 6t :IAMETER --I
--", MOM AT raor Or 34:74 1.3TALLA710.1. ERECTOR L WIDTH II TO muccnc cm.ecricw.
FiV
VERTICAL SLAB FOUNDATION .1
SIDE VIEW
IGN iS APPROVED FOR A STRUCTURE TO BE PLACED AT - 76442Z o I--
ALTERNPT CAISSON EON 1. MATERIAL: TUBE COLUMN A-500 CR. - r OR "C‘
2. WIRING ACCESS: HAND HOLE W/ COVER
3. LIFTING WEIGHT: 20' O - 416 LBS.
30' O.H. - 862 LBS.
, P/N: 00-00-004-8100 25' O.H. - 536 LBS.
FRONT Fl AT1ON
35' O.H. - 1256 LBS.
40' O.H. - 1717 LBS.
' • • MENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT THE APPROVAL OF THE PLASTI-LINE
.NOTE THIS DRAWING REPLACES , INC.
:
'•,. ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED FOR A ...3" PSF WIND E - 5179 & E - 5400 P.O. BOX 59043
OT1ON IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF
.., OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITABLE KNOXVILLE. TN 37950-9043
DOCUMENT ORIGINALLY ISSUED & SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS COPIED IDSCNR: RRT IDWC.BY: RRT I CH'K BY: -- -
ED ELECTRONICALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
ISCALE : --- IDATE: 9/28/82 I DATE: ---
t.. -Plc- , •-• . ID- =Mum Ow CAR 512- AO= in
I D"CRIFYMN. INSTALLATION & FOUNDATION FOR
8' -0" X 8.-0 DF CP SIGN 35 PSF
, -
ICUSTUNIA
DESCRIPTION OF' CHANGE , BLRCER KING 1
..
INC. I UNSPECIFIED RADII !
'TOLERANCES' ■ ,-, WINNING NUMBER:
', I I. P • ■ - I .. OtS R ALL DIMENSIONS LEE IN INCHES UNLESS 017tERNISt SPECIFIED
..LEP1.03 .177.1 OIS INCLESN2 r ; SHT1 OF:5 1 B1 6597 I
k •
I. . . . .
r .• . .
• . .
' '
99 11/16' REMOVE EYEBOLT & CAULK
____________,
PREVENT
I_
REPLACE WI BOLT TO BURGER ?
WATER SEEPAGE NOM@ 1
i , ' /-_______Thl PRIMARY LOGO SIGN „
1 1 -6 X 6 1/4" HEX M/B J
DU RGEG3 (4) & F.W. (SHIPPED W/ HDWR KIT)
96 11/16'
LNS
`, FORMED ESCUTCHEON
►► 11 (BY SIGN SUPPLIER, INSTALLED
t
� 8 Y ERECTOR) cv�
20 " ` REMOVABLE END — FILLER I
I _ -... _. FOR SERVICE
'O • 1 6" DRIVE - 1 - 1-1'k o
A I
- . ERECTOR TO SUP & INSTALL
++ A ll POP RIVETS AS SHO WN.(BOTH SIDES)
GRAD: i 1 • Y
v1 I .. ' ELECT. OUTLET
' .AL
NOTE: AD
z TUBE COLUMN REDUCES
o 31.3 PSF
ci 1/2" CONDUIT HALF — COUPLING
(INSTALLED BY COLUMN SUPPLIER)
3" DIA. HAND HOLE (WEATHER PROOF J —BOX BY ERECTOR) .
W/ 18 GA. X 4 X 4
co — PEDESTAL
COVER w _ LENGTH N in cn Q '— El
GRADE—h H F-- PEDESTAL WIDTH 1 4 c6
! � / � . : GRADE •,, .: • •I:.,. t V, EMBEDMENT ;;
1 c �•'
J .i.: s ELEC. CONDUIT :;r+ • .
W .►: r
it w -.: ;r. -= �'' (BY ERECTOR)
I:. ' ..
1 ca
�• •'r -� : • :. NOTE: CONDUIT THRU BASE & UP TO JCT BOX :':.i•; ." ,,
"....
'y. :71:' -': "' BY ERECTOR. CONDUIT MUST BE BELOW SURFACE '. i : .. ; •. ''
"'"'''• '•'+ :: !..•!;'-' A MIN. OF 12 & STUBBED UP BESIDE BASE
-
, " - ...R r• w' 1%. NEAREST BUILDING FOR LATER CONNECTION. . • ' . . ' ' .. -
- [- S ,...1 CONDUIT & CONTRACTOR PROVIDES UNDER GROUND I� SLAB DIAMETER
CONDUIT WIRE IF THIS CONDUIT & WIRE IS •
PRESENT AT TIME OF SIGN INSTALLATION. ERECTOR LENGTH
WIDTH IS TO MAKE THE CONNECTION. 2.
FRONT ELEVATION •
A VERTICAL SLAB FOUNDATION SIDE VIEW ALTEF
IOTE: THIS DESIGN IS APPROVED FOR A STRUCTURE TO BE PLACED AT "'T7Gri'z.ta aeeb .n�J.1
ISE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT THE APPROVAL OF THE
NGINEER. THE ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED FOR A 3S PSF WI
ORCE. THE FOUNDTION IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY Of
• __PSF PER H. OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITAI
'OR THE SITE. THIS DOCUMENT ORIGINALLY ISSUED & SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS
ND /OR TRANSMITTED ELECTRONICALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
3 7/22/96 SBP 5558 BI- REDRAWN ON CAD: 82- ADDED NOTE --
REVISIONS A THRU D NOT LEOCIBIF ON ORIGINAL PRINTS
:v DATE INIT ECN DESCRIPTION OF CHAN(;F
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