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03-102278 _w•i �FeaCityof Federal Way . Community Development services Sign Permit#:03 - 102278 - 00 - SG 33530 1st Way S _---_Federal-Way,1,VA-98 , rn:23s.aaf.4uoo --Fax 253 661.4129 Inspection request line: 253.835.3050 Project Name: JACK IN THE BOX Project Address: 2400 SW 336TH ST Parcel Number: 132103 9110 Project Description: Installing 3 new cabinets,1 new d/f monument,2 s/f menu signs,all are hooking up to j-box installed by general electrical contractor. Owner Applicant Contractor Leon Gardner &Barbara Gardrer BERRY NEON CO INC BERRY NEON CO INC 2310 NW BLUE RIDGE DR PO BOX 5269 PO BOX 5269 SEATTLE WA LYNNWOOD WA 98046 LYNNWOOD WA 98046 98177-5430 (425)776-8835 Comprehensive Plan Designation Neighborhood Business Zoning Designation BN Free Standing Signs Registration# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Height Landscape Faces (Ft) Width(Ft) Height(Ft) (Ft) (Ft.) Area(Sq.Ft.) A 03-0095 Monument Yes 2 10 6 6 8 183 100 Wall Signs Registration# T Sign Type Illuminated Sign Face Sign Face #of Sign Faces Building Width(Ft.) Height(Ft.) Elevation A 03-0098 Cabinet No 5 5 1 East B 03-0097 Cabinet Yes 5 5 1 South C 03-0096 Cabinet Yes 5 5 1 West CONDITIONS: 1)This permit is issued based on the information provided by the applicant.Since property lines cannot be verified without a survey,the property owner,his/her heirs or assigns shall assume all liability for any relocation or any other associated costs should the sign be located in public right-of-way or within the required yard setback. 2)The required setback from property lines for all signs shall be not less than 5'in residential zones and not less than 3' in all other zones. 3)Sign base shall be made of solid materials harmonious with the character of the primary structures on the subject property.There shall be no visible gap between the sign base&finished grade for all monument&pedestal signs,per FWCC,Sec.22-1602(3)(I). 4)No sign shall project above the roofline of the exposed building face to which it is attached.(FWCC,22-1601(B)(2)) 5)An area adjacent to the base of the each freestanding sign must be landscaped equal to the sign area.This landscaping must include vegetation and may include other materials and components such as brick or concrete bases as evidenced in plazas,patios and other pedestrian areas,planter boxes,pole covers or decorative framing.A minimum of 50%of the required landscaped area should be planed with low shrubs and groundcover such that within two years, 90%of the landscaped area is covered.If all grasses are to be used,the landscaped are must be covered 100%at time of planting 6)FINAL SIGN INSPECTION IS REQUIRED in order to receive the sign registration sticker.Please call 253-835-3050 to schedule the inspection. � /- /z— O'k Al4c cot--AA A s:�1a5 P.Lta( Awn"' !G S PERMIT EXPIRES February 1,2004. ♦ • Permit issued on August 5,2003 I hereby certify that the above information is correct and that the construction on the above described property the occupancy and the use will be ' accordance with the laws,rules and regulations of the State of Washingti the City of Federal Way. Owner or agent: Date: //2-A r2079714647-re-7764- ,5' s7liAhr fro/ _ ✓G ,e/i, — e RECEIVED . r . JUN 0 3 2003 SIGN P : ►: s 1 • • - • • -- - --Emma— - 4 - a --e-- AY '1•PLICA1ION NUMBER: - m-grips re b.�. ---- BUILDING DEPT. **The following it requited information-Please print(in ink)or type** • PROPERTY INFORMATION SITE ADDRESS: 2300 c5&1 'MC t: c''. ASSESSORS TAX/PARCEL it: L 3 2103- q I 1 O LEGAL DESCRIPTION OF SUBJECT PROPERTY(ATTACH SEPARATE DESCRIPTION IF LENGTHY): Ca' 2 o L;2 CA;Ai4y SLi i4 ?I' No•`329C1/0, 5k,-f PI.-A..ec.40.1 D24.21,, - •ot: S SSRIZZ WET 14:1 Cn. 1,JN. • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): a PERMANENT a TEMPORARY NI NEW ❑ALTERATION ❑REFACE a EXEMPT NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: 6 PROJECT DESCRIPTION(Provide detailed desaiption): 3(J2.JI I110(0 n+ CC' la. T ,G� �i4 VtJh.n L MOKUM L�IAiL*. .o Cadt'm 2 gnu m .. c8. MI. T - BUSINESS/TENANT NAME: l 4 TA,-1 ems w.a_ ?OIL. Otc. • PEOPLE INFORMATION ' SIGN OWNER: DAYTIME PHONE: fN j O ) MAIUNG ADDRESS(STREET A SS;C[TY,STATE,ZIP): " 2SOO 5 IA/ 33Gt, S4,_ Ftot to.l ar MO. CITY OF FEDERAL WAY BUSINESS UCENSE NUMBER: EXPIRATION DATE: - - / / FOR: NAME: 141.04N., DAYTIME PHONE: earn/ tS(% ) 746 - 1(g3S MAIUNG ADDRESS( ET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: PC130K, 5264f CyAewocv1 !X ` 3( (Its )776 -183S CITY OF FEDERAL WAY BUSINESS UCENSE N BER: FAX NUMBER: 20 00-1013/0- 0Q JL ( 1eS) 749 - ,ZC.i CONTRACTORS REGISTRATION NUMBER: EXPIRATION DATE: (Copy required) 3 t R z y oc pv co 7 l /9 /OO APPLICANT: NAME: DAYTIME PHONE: ,rr y L(143r.' /1Z-I1141,. 14otJ-5 (yrr )746 - 773S UNG ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: & . SZG? rhe.e. mt l/.�', G (9rc) ;V6 -Spas FAX NUMBER: CONTACT FOR THIS PROJECT: (9r S)74 Y - ' l e/ \ o PROPERTY OWNER �!APPLICANT ❑CONTRACTOR A I-ADDRESS: • **TEMPORARY SIGN APPLICATIONS ONLY** • TYPE/PURPOSE OF EVENT: . DATE OF INSTALLATION: It Aiii'F REMOVAL: TEMPORARY SIGN TYPE: a BANNER 1 FLAT ./• a • 0 SEARCH LIGHTS/BEACON NUMBER OF EACH TYPE: tat-22lo- ri483 tb Wit "WI 3- 2I11 4 • PROJECT DETAILS PROPOSED NUMBER OF WALL SIGNS: PROPOSED NUMBER OF FREE STANDING SIGNS: S __. TOTAL ESTIMATED PROJECT COST: OA/fri° NUMBER OF TENANTS BUSINESS SPACES ON PROPERTY: !'l • TYPE OF SIGN(S) (Check all that apply) PERMANENT FREE STANDING: MONUMENT t:OTHER o PEDESTAL ❑POLE ❑TENANT DIRECTORY NUMBER OF EACH TYPE: _� ¢V,ts \ PERMANENT BUILDING MOUNTED:o AWNING li CABINET ❑CANOPY ❑CENTER IDENTIFICATION(CID) ❑CHANNEL LETTERS NUMBER OF EACH TYPE: 3 o MARQUEE ❑OTHER o PROJECTING ❑TENANT DIRECTORY NUMBER OF EACH TYPE: • DETAILED SIGN INFORMATION FREE STANDING SIGN SIGN AREA(SQ.FT.) ILLUMINATED?: REFACE? PART OF CID TOTAL SIGN BASE TYPE WIDTH X HEIGHT X it OF FACES NOJINT/EXT YES/NO SIGN? HEIGHT(Fr) HEIGHT(FT) 4-1 A / ,u,, 4 (PKG. D/F 7Z10 , .Tv..4- *Jo r I ' c- / B Ald.ncit ' qx 7 SA 32 q Z.A.4- ,14 S!g„ I , ,, C-Z c /Ili rit"CA, 9X, SIP 32 0 Tr,..4 /C/o S'- 8" / ' 8" STREET FRONTAGE(Fr): BUILDING MOUNTED I ILLUMINATED? SIGN AREA(SQ.FT.) BUILDING EXPOSED BUILDING SIGN TYPE NO/INTERNAL/EXTERNAL WIDTH X HEIGHT X$OF FACES ELEVATION(N,S,E,W) FACE(SQ.FT.) 8- I A Cal ?.^,,b Sys aim Is 0 a=as4- i` st B e°. 1'.•a�i� Tr.¢ S x.S sk z S p cs./.., '4 4O 56 B- 6.64,e0 jri.4. SKZ' S)/F 25 40 WelF /4(52 'P D E • DISCLAIMER/SIGNATURE BLOCK I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the ownerwer of the above premises to perform the work for which the permit applicationli is made NAME/TITLE: `�� DATE: C'3 -VJ SS TURF NAME(Print) r 747 a/0112 PAS PRINT ,, FOR OFFICE USE ONLY: 101AINe OBI: -.. BUDDING MOUNTED FREE STANDING SIGN b AREA PERMITTED: AREA PERMITTED: bO, AREA PROPOSED: 't AREA PROPOSED: 72, LARGEST BUILDING FACADE: fD(/5 S STREET FRONTAGE: gm u NUMBER OF SIGNS ALLOWED: 3 NUMBER OF SIGNS ALLOWED: 1 , LAND USE APPROVER INITIALS: D( DATE: &(27/6 STRUCTURAL APPROVER INITIALS: G,t„.) DATE:6 REGISTRATION NUMBER: 04 REGISTRATION NUMBER: o 3-wigs REGISTRATION NUMBER: p 3��.�, REGISTRATION NUMBER: REGISTRATION NUMBER: Q 3.. dt REGISTRATION NUMBER: COMMUNITY DEVELOPMENT SERVICES•33530 FIRST VTAYSOUTH•P.O.BOX 9718•FEDERAL WAY,WA 98063-6221.253-661-4000• FAX:253-661-4129 SIGN PERMIT APPLICATION CHECKLIST ALL INFORMATION MUST BE PROVIDED BEFORE THE APPLICATION WILL BE ACCEPTED. Plans shall be of suffident clarity to indicate the locations, nature and extent of the work proposed and show that it will conform to the provisions of the adopted Land Use and Uniform Codes and ordinances. Plan sheets must be 24"x 36". Minimum scale as indicated is required. 2(two)COMPLETE SETS of plans must be submitted with each application. ■ REQUIRED DOCUMENTS • COMPLETE PERMIT APPLICATION SITE PLAN % ELEVATION PLAN • SITE PLAN o Scale(1"= 20') Location of ALL proposed signs, iaugt1Pc aszausuitermaitEteRanNorth arrow Alpha labeling of each sign consistent with application Property lines and building footprint n lion s o OTHER ITEMS APPLICABLE TO NEW OR ALTERED FREE-STANDING SIGNS ONLY ■ ELEVATION PLAN BUILDING-MOUNTED SIGNS Figures 2A,2B,3,and 4) �Scaie(1/8"= 1',details 1/4"= 1') imensions of proposed signs location otedstmand.proposed signs Sn materials,color and illumination type --❑-: pha labeling of sign consistent with application ross-section showing scaled width of sign: if canopy or awning, show entire building C 1/V( including awning/canopy and color scheme typeimensions of each building face or suite facadel C () ual weight of sign Calculated total building face square footage ( ethod of attachment, size/type of connector AND o Cakula b3i 1 area of individual letter, number,etc.,OR Site-specific installation details(what sign is attached caku -: rrr sign face square footage to in field), placement and construction FREE-STANDING SIGNS(See Figure 5 and 6) J/Scale(1/8"= 1',details 1/4"= 1') S materials and color Si [i base dimensions and finished grade is Sign face dimensions tp44Ipha labeling of sign consistent with application ❑ OTHER ITEMS APPLICABLE TO NEW OR ALTERED FREE-STANDING SIGNS ONLY ALL PLANS AND DETAILS MUST BE TO SCALE LANDSCAPE PLAN DETAILS(minimum scale i"s 20') r•• nt and dimensions of sign ,..07001.5 location of driveway and street tft cks from property line(s)�.0p, i s i s rint and dimensions of landscape area .f • ineate edge of pavement r. 1 '� ,U W , n of vegetation within landscape area Show point of measurement for location , sI of landscape vegetation line(s)using fog-line,sidewalk,and/or edge of pavement ,r�Cakulated landscape area(minus footprint of sign) ELEVATION PLAN DETAILS(minimum scale i/8"s 1') details to Include: Jed base materials&how harmonious? foundation type 01* ind load cakulations, If over 6'tail(Figure 6) • -.,. sian details to Include: 01,total sign height from average ground elevation of landscaping area grade surrounding sign ,ng and finished grades Calculated total sign area square footage CITY OF Building Division 4..'4► FI .M 33530 First Way South Pscierol r 9 97 >�•06 8 18 Phone 253-661-4115 Fax 253-661-4129 INSPECTION NOTICE ADDRESS: 5.141 - `T-f{'5-r— #: ( 3 - ) v Z Z. Z-S - --- Cow> /vim.- pq-5s c7N 039g-c77ui i -ry - , FoaewlifA1 6 "„ \illy i �J Acccss � rs�i 17M�T iNSpEC nv4 Fe ' 'i-. ,04 ./ „ /envs, /14 d S Y P/_a`l r^.& itGCC'. 5 �� ✓� i ,4774c/4144C;&t,; C) EA/M C —NS J Milaer M U t *I-r Ai! A-P-E 4 9,c-AJCs H-' -Tv 5/ 4-z-L, 2-t74— .}-.✓ /3E- 7- it b -moo .3 )y 503'4 /-�-,iv67 r L,gN S crich),N, /-{�-�1 37 M,q r4►'M- I .s� t Er" 10 'D i [ -rt EA frAi. s I L- /0 D -1 14.c ---r- ,S (4))0.)(e) YE 6)0 ; cus —n-.i A--r L 6cL5 me. t s(i\r�. Nhttrvlc::3 N 0 r- r5cr-r=r.-�, `?�7 c F viw-•s ( ti ►1-P-c=.A r Pt ITS Ti cr.S ifs_ 5(q N S fc r t-vi4 6E•' kSci_f- 1)C Le l N spe,c-r-o cal vJ'ct (w S LK t •-tom-+-(j 2.1-f 12-__s. votootefo . V't.e_A-s -- c=--M QLrr ‘91(2 e,r0c45 c �. W {'n t i `f- DISC r IF YOU HAVE ANY QUESTIONS CALL (253) 661- ( — .-x---7 (_.& - Call for reinspection before cover WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. 7 OR DO NOT REMOVE THIS NOTICE Page of •t ;rretz',- , Pe rt 7 c.r -t`:':-2 t�'T r 3}! ," 1 .ix ,.#1. gnf. r,.«xa � � fi,,: r �... t i�f 0 • `.: ,; — MOP- ip�A .. ^ :�Bo 9711,..w. _ � - F Way WA 98063r9711 `'"N. 253-6614000.Fax 233-661.4129 ' ,.� www.c.iwerodAvic itia.us ( APPLICATION FOR BUILDING -REVISION � I Original Permit Number: , �. 1)13, I 0 2 ' p C1�tvner/'I'enant; Ck. . j !eff . ► +s , f , Contact Person: , 4r) e S hone: - E --$83.5 Naure of Revision(s): '' f-Q 4,.5•mac' r �Q�),,t)1u/rd.- • 4 ti k .4(usst. , ,r. 4 Pi P o r }r . 't Itevislun Valuation: ($ / j . Ulan ;Agc t: , iVieitt Date: .----77/41-2 — .. , .i., , , iifetin#112%.-April6,2001 N. Loft k.11�[andouss—aeries kAppica Bid".Rooftop.•`, r ;. i. , . p,_Ol., In _ 4, r . , r :.a: i 1::. 4. .^-Rs . . ....w., ..Y^;I. -....,, t lit,: a. •.-, n„1£ . , 1 5TAre ,State of FIRST CLASS NIAI1.1 W;ultineton US POSI'A(;E 0,, = PAID r� 1e89 DL'',' P .:DF , WA . 16____►_ / DEPARTMENT -OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 BERRY NEON CO INC P 0 BOX 5269 LYNNWOOD WA 98046 s$U4G 4r 2.6'3 I(•a IitlttlttltllttttlttitiltttitltttltitllttititttlittitltttlW Detach And Display Certificate , DEPARTMENT OF LABOR AND INDUSTRIES ',, REGISTERED AS PROVIDED BY LAW AS OQNST CON'I', SPECIALTY • c L .c`• CCCl AERRYNC0 `7CM 07/14/2003 FFFEPTTVE''DATE 0 `` 1-:9,93 BERRY NEONt.'C0' INC �'` ` ` P 0 BOX' 5269 ' ' '''' LYNNWOOD WA 98046 F625-052-000(8/97) Detach And Display Certificate ' REGISTERED .AS PROVIDED BY LAW AS CONST CONT SPECIALTY Please Remove REGIST". # EXP. DATE And Sign CCCI '`'BERRYNC077CM<'.07/14/2003 EFFECTIVE :DATE 02/14/1993 Identification Card Before BERRY NEON: CO. INC Placing In P 0 BOX 5269' . Billfold LYNNWOOD WA 98046.. Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES F625-o52-uuu,S,`l7, —� — ;T,re .[ate ul FIRST CLASS \IAII.' _ s \\;I,h111L'lon USI'oSI'-`(,I" i PAID • OLY [IF , WA . 1_ .11rYf?1:1c .1 . PER\l11 \() •1I2 DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44460 OLYMPIA WA 98504-4460 BERRY NEON COMPANY INC PO BOX 5269 LYNNWOOD WA 98046 SBO4S4rS. 3 3v Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC:ICONTRV SIGN: DCX*' .a' ;•. I LIOENSE1a# .I. 'IEXP. DATE ECO4 BERRYNCO85L3 06/23/2004 EFFECTIVE DATE 06/23/1992 BERRY NEON .:COMPANY INCi. PO BOX .5269 • LYNNWOOD WA 98046 F625-052-(AM I N71 Detach And Display Certificate LICENSED AS - PROVIDED BY LAW AS ELEC CONTR<-iSIGN Please Remove LICENSE # :EXP.. DATE And Si2n ECO4 ' BERRYNC085L3 06/23/2004 Identification EFFECTIVE DATE 06/23/1992 i i Card Before 17;BERRY NEON"a;COMPANY Placing In PO BOX 5269 Billfold LYNNWOOD_..WA .': 98046 Signature Issued by DEPARTMENT OF LA AND INDUSTRIES r n_`-Ill2-NMI i_1;5. — -� I --. C1TY-Old FEDERAL-WAY-- 4 '. o DEPT. OF COMMUNITY DEVELOPMENT �W r 2500 SW Dash Pt Rd 03-102278-00 M 0 I N `° New signs V S 88'46'50"E 80.36' ( JACK IN THE BOX 6-3-03 X_.�._ 5 DATE SUBMITTED DATE AP ROV -240 N 0 s APPPO fr Y . . g C2 e / W ' _1I4 I??tO5 0 ::3 7 ©Vli 11 •' I' 0 'IF INTERNALLY ILWMINATED MONUMENT SIGN.6'-0" z -- 10 6'-0"CABINET @ 8'-0"OVERALL HEIGHT. I- 11 8 32'-6" V 2 ' W. I 11 !; \ �\ S/F INTERNALLY ILLUMINATED WALL SIGN.5'-0"X 5'-0" o r e�40it kt CABINET("JACK IN THE BOX'). <c a I - 1 I 4 V 439Ce6 'a) S/F INTERNALLY ILLUMINATED WALL SIGN.5'-0"X 5'-0" aB3 \` C1 CABINET("JACK IN THE BOX"). Q e ` +►� � 63 S/F INTERNALLY ILLUMINATED WALL SIGN.5'0"X 5'0" cc .-._.xs._._s.__. _._._.x._-_._x._._.x_._._.a._._._._._._.Y._._._x._._.X_._._s.__�_._-x I to CABINET("JACK IN THE BOX"). ""I S88°46'S0"E 147.50' --+F �c- I 41 1 it ,-,} 4 1 -D_I�J i ` O ' 1 ` M f- �I MK8EF-40 C1 S/F INTERNALLY ILLUMNATED PREVIEW BOARD.4'-0" °O LU cc 0 „; E1 ; ,� D2 X 8'-0"CABINET @ 5'-8"OVERALL HEIGHT. * 1- w 0 T u > �— S 89 131'32" O .L--. LL w' — E 19.00' C2 S/F INTERNALLY ILLUMNATED SPEAKER STATION.4'-0" co o M © X 8' 0"CABINET @ 5'-8"OVERALL HEIGHT. = M it w ... o: a o Z v/, C7 X z Q ♦.'1' g D1 D/F INTERNALLY ILWMINATED DIRECTIONAL SIGN.1'-8" 6 S z a E X 3'-2"CABINET @ 4'-0"O.A.HT.("ENTER"). ' "' o I ^ ® k ib � D2 D/F INTERNALLY ILWMINATED DIRECTIONAL SIGN.1'-8" e ` csi xi) 1'-8"CABINET @ 4'-0"O.A.HT. "DRIVE THRU' . 30'x40'INGRESS AND D� ( : 3 EGRESS ESM'T REC. • k : }(}-t....steed landsca area s NO.9608271265 i D1 0 \ I' E m e® - —� 0 ' 1 E1 S/F NON-ILLUMINATED HEIGHT DETECTOR.(SIGN PERMIT 2$v g NOT REQUIRED). a __ E m E g cE-5D co � S o ; boil O i g S W ' Ath STRFFT F1 a �— a(l0'---a OA i0 0.6%tontimevii) z ., •L a Sty bo�r,K Mi n= �prop ;hc o a 0 c)N FINAL aqk ti�0_ NORTH REC���� °w h 1 REQUIRED Z 4"Q �n SITE PLAN !UN ��� O ' Y SCALE: 1" =30'-0" UPON COMPLETION OF WORKCITYOF FEDERAL WAS' : ` BUILDING DEPT ,e o b , , C-0" c_____ _11i%_ A--__,-___)--' i i I6 407 I 110 3.500"O X 0.216" STD PIPE ?1---kit_ 3" NOMINAL DIAMETER IOR EQUIVALENT # 0 2'-6" D -I (5) #5 R L. 12" C/C (TOP) u - 5) #5 BAR CP 12" C/C (BOTT) C±. ° „ ‘41°. ' /\.1A lit _ < C- 1 o \J I ro I (3) - #S BAR ® 12" C/C (TOP) o I ® -(3) - #,5 BAR ® 12" C/C (BOTT) cDl l J • 1 ' 1 0 SIGN FACE l ! H-- 4.000 0 X 0.226" STD PI I A 111 A 3 1/2" NOMINAL DIAMER 3 I 3 1 /2"0 PIPE o I ( OR EQUIVALENT _. ,,,,,44\ j CONCRETE I 1 FOOTING CONCRETE r I � FOOTING -I 11-—1 I I III= -- -1 ' -I I - 1I- iI 1 1 \ III NN 11-1I r.o 1 i= ICI - (3) - #5 BA ; N — LJ 12" C/C FOUNDATION PLAN VIEW (5) - ##5BAR 0. " C/C '`- C `° �-;U �' 2'-6" I , I�.Sp. Vel,. Vim+-TTi� VATION VI ewv;..n e v.‘-r--"' 4-1 P.G-1\ SEE SHEET FOR GENERAL NOTES AND NOTICE" JAMES E. WRIGHT JR. CAL `:'RNIA NEON PRODUCTS 5 " 5 1/2" 1/2" PLATES (2) 4530 Miss oroe Place - San Diego,CA 92120 j6' x 6' Jack In The Box #8360 ® 8'-0" Overall Height o o 1/4V 5 ovwAski 2500 SW 336th Street Federal Way, Washington qF Y 6 �1 Q SIGN FACE gliti G� `4 N o / o .P.� 'r 4 ' CORNERSTONE ENGIN RING, INC. 3 1/2 o PIPE 302 College ST. P.O. Box HECEIVE, �' MADISONVILLE,TN 37354 3"0 PIPE PH (423)420-1741 FAX (423) 420-1747 JUN 0 3 Z00,3 9/16"0 HOLES FOR " 1/2"0 A325 BOLTS (4) CIT."OF FEDE-AL NA`r` SECTION A—A Project #: 031106 Dwg #: B1276 Date: 5.105.72Ta =-T. i/8"=1" WA P.E. # 37197 Drawn By. BAB Scale: 1/2"=1'-0" Sheet: 1 of 2 GEAIERA . NOTES:- —. • 1. All design, fabrication, installation and construction 7. The foundation has been designed assuming 9. If existing and proposed conditions are not - shall conform to the following specifications, unless ____ the following average soil conditions: as detailed in this design: drawing the installer specifically noted otherwise on the drawing: 1500 psf shall cease work and notify Cornerstone immediately. - I sP Y - — Allowable Vertical Bearing Pressure of __ _ notify y r • The 200C International Building Code (This value is used for spread type footings.) • Cornerstone will not be performing on—site -• The 1997 Uniform Building Code • Foundation design is based on information provided inspections or verification of conditions. It is • American Concrete Institute Building Code in a soil report by Nelson.—Couvrette & Associates, inc:. the responsibility of the installer, the structure • Requirements for Reinforced Concrete (318-99). The report is NCA File No. 239598, dated 09/03/98. owner, and the property owner to identify the R If soil conditions other than those assumed are on—site conditions (as per the limitations of • American Institute of Steel Co tion, Inc Manual of Steel Construction encountered (including soft soils, unstable or Hates 6 & 7) and to contact Cornerstone with collapsing soils, expansive soils, organic mctericls, any discrepancies or concerns. • American Welding Society ANSI WS D1.1-20 groundwater, adjacent utilities or anyother Structural Welding Code — Steel g 10. Any deviation from these plans or non-compliance condition of potential concern) cease excavation with the general notes without written approval from 2. All steel components shall be as listed below, immediately and contact Cornerstone so that the Cornerstone will render the entire design certification unless noted otherwise: foundation design can be re—evaluated. to be void. • All rolled shapes, pictes and bars shall be • If the structure is to be located in the proximity ASTM A36, or equal. of a building or any other structure. Cornerstone Al• l standard pipe shall be ASTM A53, Type S or E. shall be contacted prior to installation to evaluate Grade B, or equal. any potential impact on the adjacent footings. • All structural tubing shall be ASTM A500, • If;the structure is located on the side or top Grade or equal. of a slope in excess of 3:1, the installer shall contact Cornerstone for re—evaluation. The • All bolted connections shall be made with ASTM foundation shall not be placed in or near a A325 Bolts, or equal. fill slope without Cornerstone's approval. • All welds shall be made with E70XX electrode, • All concrete shall be placed in direct contact w' h or equal. undisturbed soil. There shall be no bockfilled • All exposed materials shall be properly protected soil placed in or around the foundation without from weathering and/or corrosion. written approval from Cornerstone. 3. All field welds shall be made by a welder certified 8. Cornerstone is in no way responsible for safety I in the specified position. of the work site during installation. The taller shall take appropriate measures to make sure that the NOTICE: 4. All concrete shall have a minimum compressive installation of the foundation and the erection of the CORNERSTONE ENGINEERING, INC IS RESPON— strength at 28 days of 3000 psi. structure is performed using methods in compliance • Signage may be installed on the structure after with applicable OSHA regulations. SIBLE FOR COLUMN AND FOOTING DESIGN a minimum curing time of 7 days, provided the ONLY. SIGN CABINET COMPONENTS AND curing process has been properly maintenanced ATTACHMENT ARE THE RESPONSIBILITY OF in accordance with ACI 318-99. THE SIGN MANUFACTURER. 5. All reinforcement steel shall have a minimum 1 i yield strength of 60,000 psi and shall conform Ii to ASTM A615. All reinforcement steel shall be placed in accordance with ACI 318-99. 1517 -4'\\*\''' ., • All reinforcement steel shall be provided with a minimum concrete cover of 3' when concrete is cast against earth. • Reinforcement steel shall not be 'tack' welded at crossing points. 6. The structure has been designed to withstand a j 90 mph (3—sec gust) and 80 mph (fastest mile) r #tViiiwkooffill4k/ design wind speeds with an overall maximum design „� pressure of 24.3 psf according to ASCE 7-98 and - i 1997 UBC respectively. (Exposure C) SEE SHEET i OR ELEVATION VIEW AND FOUNDATION PLAN VIEW • This design is not valid for areas with special wind requirements in excess of those listed above. JAMES WRIGHT JR. CALIFORNIA NEON PRODUCTS • If the proposed structure is located in the 4530 Mission Gone Place- San Diego,CA 92120 proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, 6' x 6' Jack In The Box #8360 ® 8'—O" Overall Height the installer shall contact Cornerstone for 2500 SW 336th S' potential redesign or re—evaluation. Street — Federal Way, Washington , r y a: -,` C ,� 'M . ti CORNERSTONE ENGINEERING, INC. / ,p4s, ,-,,,1,1:.:..?.> 7 ... 302 College ST. P.O. Box 1029 MADISONVILLE.TN 37354 ipNAL PH (423)420 1741 FAX (4231 420 1747 RECEIVED EXPIRES 04/04.par Project #: 031106 Dwg #: B1276 Date: 05 j'29130 ZCr3 • WA P.E. # 37197 Drawn By: BAB Scale: 1/2"=1'-0" Sheet: 2 gIT2OF FEDERAL WAY BUILDING DEPT. ,c f t, ,., ..- .,,, t.„.. - j sit tv. et A, i * ik IIII1 S , ihf. AK Ito r 107. • -1111 .T.- FCRIVED MAY 3 0 REC'D F3Y: S t. /Side (72T'ot o W (NI z (6' O"CABINET SariQ� dotal- V�� 10"DP. CAB. Ma.xl4e t "__ . co co E--k N ✓✓✓ 1 Qa c miry" op5 a5L i. fs;3� r � o N i •O N v' . 10110 EXTRUDED ALUMINUM PAINTED JIB RED °` FLUORESCEN - , NATION . S c,04,pC M i v1 =12 CD LandSCAi Pe = loo cl I ': ,..i.,- 8 i ilrrlikdlIll °11111lHl W CO H CI t FABRICATED ALUMINUM REVEAL 1 z. PAINTED BLACK -•• i dig C s a U8 1�a FABRICATED ALUMINUM BASE W/ WHITE TEXCOTE FINISH oo 910111 0 0104 1 N ' ELEVATION VIEW4 i N a wb 1\11,cilf, N yw Al 6' X 6' D/F TRIMLESS MONUMENT SIGN RE.CE%V o W 1H Z SCALE: 1/2" =1'-0" Q 101 JUNOo ' Zia CITY OF FEDE R ' o � BUILDING D o ,,,Al. M S s Rll .d1 : 3 F r (os-qgj M . LJ 5'-0"X 5'-0"SIGN SPA73 . t 1 B� DISPLAY co o / ir �+ Sil J co N o 3111114Neklit, - N-co N O _ M N — , � �' I E o it r •I ' 3'-0"X 7'-4" 3'-0"X 7'-1" 3'-0"X 7'-4" — : I ® . /y.s _ ® . C7 Ir Q I I lig0 1 _, ,.., , r . . O w EAST ELEVATION w SCALE: 1/8"=1' 0" co W w cc x CD w o — W m = M I— ~ W B5'-0"X 5'-0"SIGN z c� c7 DISPLAY - ht o z v Li-) z Q N o o 7al ihi gAtES Egp -... Ss'5-fif 88888 ' ` a E Il � O D$ `oc _ / 3'0"X 7'9" 3'0"X 7'1" 3'0"X 7' 9" IL � N ! >i r 18- 3� 1= ®I ■ 11 r r N No I f" a a / 7 0 Va . .�� I I I I I 0 d w I a qeo� rj‘ RECEIV o y SOUTH ELEVATION zry SCALE: 1/8"=1 0" SUN 0 3 20e.> z a CIBIo,A,GRLw a1.e PT 0Z., co o O w c,- B1 5'-0"X 5'-0"SIGN DISPLAY / .s.91 co c6 Limmilimr s11r9 = ?3•?Sr f‘ g4 mi,,p- ,-.1- ... O11I 511 , zs r , COm r _ o M O N CD N ' 3'0"X9'8" - i r � _ .kr �� 3 0"X 9'8" 4'6"X 11'0" , 3'-0"X 7'-9" —)� 1 0 • , ig• 5 } Q L w WEST ELEVATION J SCALE: 1/8" =1'0" co co w w r x Ci) w O -C w m CD = CO LU M H F' w hieo Z Q N O C) MI oci g `s$.11 a 0 va>�aa; ill a oESg r 8€ - I I I 1 L-1 Lini=i-Cr, , , ( © 1 I slUf _-11 � � 8 EA o n N a J U a„, — Va ( 1 ^" f I 0 0 °oe. 0. qg Z 1k NORTH ELEVATION RECE z ,N SCALE: 1/8"=1'a° J U N 0 ' z 1 o 1; CITY OF FE AL Pit 1 i BUILDING co w O W CO O • z 1"BKGD. 3/4"LTRS. co' V 7"DP. CAB. 5� EXTRUDED ALUMINUM CABINET co ~N _ O; O H C7 0 Z c7? Q • O Q _Jg a CC W W cO M 1— CO W W H CC X cn W O L W m � QUJ M W = Z � � p Z Gt Z Q N O � 0 PROVIDE U.L.LISTED U 3 a 1 1. ELECTRICAL DISCONNECT EXISTING BUILDING WALL SWITCH M 8 i E F 9(MATERIAL and THICKNESS MAY VARY) —► o o o c� $£ =€r DISPLAY SPECIFICATIONS: O ` s INTERNALLY ILLUMINATED EXTRUDED ALUMINUM WALL SIGN W/FORMED POLYCARBONATE m SIGN FACE.CABINET&RETAINERS PAINTED J.I.B.RED.FLUORESCENT LAMP ILLUMINATION. B s FACE COLORS AS PER BELOW: END VIEW BACKGROUND-PAINTED J.I.B.RED (A N o LETTERS-PAINTED WHITE U a' • U`" a O trL a 5' X 5' S/F TRIMLESS BUILDING DISPLAY o hw CDO®SCALE: 3/4" = 1-0 RECEIVED Z N • `6N 1 Z � JUN 0 3C o -a„, ;; 4 °e CITY OF FEDERAL W < RI III Rlnir� r p- U '`` it R6v • ( $1 0.20 C _ ._ co ` - ~ co• 11,CO 10 ri (0 CD co C. TOP VIEW TOP VIEW ? t o O N N 8'-0" .` • 7"DR .f RALL WIDTH 7"DR. M i CAB. CAB. - fCnDW c Ia♦ LLURCIh` F SRN]S"KNEl _ ,\J . iholL '':-'3' ' . 3';':',LIA,—?41';''7':.s._'-l'r Ai P';';;; 14-....,,r1...1:7:-..:.:'71,...'7-::'?1t447" .1 v.,4.4.(::-..!ri 41.°11.11.111.m:-.:'.'. ...... .., LT, F 'HIDE MENU /11EGER/ODDS&Wel ..,- VMS d w 1� .1,41,:,M,NU FINGER FOODS I MOW WES\DEW IAC"'S 1.1: /r 4 R J ..^ Jam' b �y♦ J ., .. DRINCf J - LL IJ .11 O S�4'6�IeddR1 _... l�IF �_ rmst;14161•Onehr..,4, .. ...I. .. CC qx .._... . .... , .• f„, .., w i^fE :er! �_ §IakL LD�;; WC* EL _ * CC CC X En EL IFORMED BASE COVER FORMED BASE COVER m r ANCHOR BOLT z ANCHOR BOLT 1— w I/ FOOTING BY G.C. _ / FOOTING BY G.C. z `" p f I I I he CDCD Lf) Z Q N Q ELEVATION (FRONT) ELEVATION (SIDE) ELEVATION (F• E ELEVATION (SIDE) o i 1 : 1 SIZE: SIZE: oiigt 4'-0"x 8'-0"x 5'-8"(GRADE TO TOP 4'-0"x 8'-0"x 5'-: ''DE TO TOP) ci_ i 122 Z o 1 g MATERIALS: MATERIALS: o g a ill FACE: U.V.POLYCAR:0 •fER FACE: U.V.POLYCARBONATE 0 o o JIB MENU GRI I JIB MENU GRIDS N I s CABINET: I ' 'LUMINUM CABINET: EXTRUDED ALUMINUM u SUPPO• 'E TUBE STEEL SUPPORT:SQUARE TUBE STEEL IL . : FLUORESCENT ILLUMINATION: FLUORESCENT ?Rill!' 1 LORS: COLORS: CABINET: JIB BLACK CABINET: JIB BLACK W :IF, SUPPORT: JIB BLACK SUPPORT: JIB BLACK U a Dtro 0 t>q OS F PBOARD C- JF SPEAKER STATION a SC, =1'-0" 2 SCALE: 1/2 =11-0 y ED' W• El ( o-�'re a ' b, CITY OF ` BUILD •M a CO c o o Iw ti o z co O co RI( d i rep o ut l suns csem pf- ts446&' -- No CC 22-ire 0(601 Xe) DRIVE L THRU ti.pria. CO N l's_ o M O O N N i � SIDE"B" Fc 1'-8"CABINET 7" 3'-2"CABINET 1'-4" 1- 1 x c7 0 CABINET f CABINET Lu FORMED FACE z DRIVE MATERIALS: .c ENTER (TYPICAL)-RADIUS FORMED FACE SIGN FACE: U.V.POLYCARBONATE WITH a i 0All' a OUTLINE INDICATES � THR1 (TYPICAL)-RADIUS FORMED PAN AND APPLIED GRAPHICS 00 ` ' FORMED EDGE ao OUTLINE INDICATES CABINET: EXTRUDED ALUMINUM cc 44100 441111aM FORMED EDGE POLE: STRUCTURAL STEEL SQ.TUBE '�' W = = ccoo COLORS: co oh 1— a SIGN FACE (FIELD): WHITE x W 0 3"SQUARE TUBE °C 3"SQUARE TUBE w w LETTERS: FIRST SURFACE APPLIED o t w o JIB RED(3M VQ 9406) m c0 Ly CO W Q 90,7 SIGN CABINET: JIB BLACK = CO w v d' POLE: JIB BLACK Z cn co ELECTRICAL BOX -- — ELECTRICAL BOX ae o z • ILLUMINATION: ¢ N Lo o D1 g FLUORESCENT o 90 i i ; 1 SIDE"A" ° END VIEW § . Iii ,oz 21 8 Illalii isil.1- A§2 tit D/F DIRECTIONAL SIGN LAYOUT co ;h SCALE: 3/4" =1'-0" j N O uO: 0 °e CC• g PECs, r, z y ED W l N Z Q 0b SUN jj �rpq N 0 v 1 2 V I`,,, 0 a ClrY-r FEID a A BUILD/NG D� o co p w 00 0 z 3" 7'-6„ i Y. 2'-0", 7'-0" co 0 3'-6" co N 3'-0"PANEL 4 g D %/// 9' CLEARANCE ///i 3"H X 1"DR BLACK RED REFLECTIVE 111—MOUNTING CHAIN q co N m STEEL TUBE. COPY ON WHITE BKGD. 1 W/EYE-BOLTS r M rn 4 O N I N 3"DIAM.ALUMINUM 1 `------ACCESS HOLE TO __JJ �/- g PIPE PAINTED JIB RED 1/4"NYLOCK NUT �ain 14 5(9A5 ef'GW1e- u' e7 10"PANEL--1 3"X 3"X.250"THK. @ MOUNTING CHAIN T.S.SUPPORT Fa -w _ a islet CaX Z)CZ) co co r c7 M A kr W o a oZ T Q SIGN PANEL W/RED W q zl- O REFLECTIVE COPY ON >' o WHITE BKGD. ‹ o N '- INSTALLER TO ADJUST eD F- HEIGHT OF CLEARANCE SIGN CO w —'� ca TO MATCH DRIVE-THRU FASCIA w O L w dim ca 7' CO co LJJ M ~ S w Z cn c7 1'-10" — o CENTER OF POLE LI 0n z . TO FACE OF CURB " ci o N FORMED BASE COVER I / ' f 1 i 7--+ 0- HiO! _ g8 ♦ -- z aaa ii DRIVE-THRU GRADE U /1° I y 00 i30°1 FOOTING&ANCHOR BOLTS © s. u w PROVIDED BY G.C.FOR £i NEW CONSTRUCTION f Q m°g§lI£0 U a E1 HEIGHT DETECTOR o c>;' o: SCALE: 1/2"= 1'-0" a q z hw REC W .," Q tN 1 z JUNO 20 Ou. -11 CITY OF FE a "L▪ I 5UILUI G DEPT. S ; 3bgPidc(72d l) Snif = softotal Maxheicskt'- 12� - - 6, 0, tZ' e Min = 2 .(41 3'-6"i I � \ = 5+101 3" (7) - #5 BAR ® 12" C/C `\ TOP AND BOTTOM MATS I 3.500"0 X 0.216" STD PIPE I 3" NOMINAL DIA�� ETER -- ( OR EQUIVALENT _ ID r� L,andu�e Min= Will (4) — #5 BAR ® 12" C/C �'6tkatetpt��� TOP AND BOTTOM MATS II I :5) r 1 o I ® — Q — q SIGN FACE IQ 6"0 PIPE II �, Q' ,• AfI A CONCRETE �t ;4 j FOOTING H � I i i I 6.625"0 X 0.280" STD :iP� / -1- " FOUNDATION PLAN, VIEW o 6 NOMINAL DIA1E T E T r. OR EQUIVALENT I I I I � I SEE SHEET 2 FOR GENERAL NOTES, NOTICE, AND PLATE DETAIL CONCRETE I ( ` ` '`DES E. WRIGHT JR. NEON PRODUCTS FOOTING \� I -j- CALIFORNIAT T I ! 4530 Mission Gorge Place - San Diego. CA 92120 6 x 6 Jack in The Box #8360 0 12'-O" Overall Height rN(4) - 5BAR i 2500 SW 336th Street -- Federal Way, Washington I � l cv j L11 - © 12" C/C I ,, e # • J,;7) - #5 BAR ! „1ti1", CORNERSTONE ENGINEERING. INC. _ Q _ 112 C/C 302 College ST. P.O. Bo i029 �i � I' �J ;,� 3'._ .. 4; y ea �'a3 M.ADISONVILLE.TN 37354 u PH (423) 420-1741 F.A (423)420- ;-17 ,. JUL 0 2 L U3 ELEVATION VIEWE.I �"" Project #: 031106 Dwg #: 51276R ' Date: 06/02/03 WA P.E. # 37197 2"_1'_ " ! Drawn 8 ^ BAB. Scale: 1/ 0 Sheet: 1 of 2 ` GENERAL NOTES: ~ 1. All design, fabrication, installation and construction 7. The foundation has been designed assuming 8. Cornerstone is In no way responsible for the safety shall conform to the following specifications, unless the following average soil conditions: of the work site during installation. The installer shall specifically noted otherwise on the drawing: • Allowable Vertical Bearing Pressure of 1500 psf take appropriate measures to make sure that the • The 2000 International Building Code (This value is used for spread type footings.) installation of the foundation and the erection of the • The 1997 Uniform Building Code • Foundation design is based on information provided structure is performed using methods in compliance • American Concrete Institute Building Code in a soil report by Nelson—Couvrette & Associates, Inc. with applicable OSHA regulations. Requirements for Reinforced Concrete (318-99). The report is NCA File No. 239598, dated 09/03/98. 9. If existing and proposed conditions are not • American Institute of Steel Construction, Inc • If soil conditions other than those assumed are as detailed in this design drawing the installer Manual of Steel Construction (9th Edition). encountered (including soft soils, unstable or shall cease work and notify Cornerstone immediately. • American WeldingSocietyANSI/AWS D1.1-2002 collapsing soils, expansive soils, organic materials, / • Cornerstone will not be performing on—site Structural WeldingCode — Steel groundwater, adjacent utilities or any other inspections or verification of conditions. It is condition of potential concern) cease excavation the responsibility of the installer, the structure 2. All steel components shall be as listed below, immediately and contact Cornerstone so that the owner, and the property owner to identify the unless noted otherwise: foundation design can be re—evaluated. on—site conditions (as per the limitations of • All rolled shapes, plates and bars shall be • If the structure is to be located in the proximity notes 6 & 7) and to contact Cornerstone with ASTM A36, or equal. of a building or any other structure, Cornerstone any discrepancies or concerns. • All standard pipe shall be ASTM A53, Type S or E, shall be contacted prior to installation to evaluate Grade B, or equal. any potential impact on the adjacent footings. 10. Any deviation from these plans or non—compliance • If the structure is located on the side or top with the general notes without written approval from • All structural tubing shall be ASTM A500, of a slope in excess of 3:1, the installer shall Cornerstone will render the entire design certification Grade B, or equal. contact Cornerstone for re—evaluation. The to be void. • All bolted connections shall be made with ASTM foundation shall not be placed in or near a A325 Bolts, or equal. fill slope without Cornerstone's appro°.•al. • All welds shall be made with E70XX electrode, • All concrete shall be placed in direct contact with or equal. undisturbed soil. There shall be no bockfilled • All exposed materials shall be property protected soil placed in or around the foundation without 14" from weathering and/or corrosion. written approval from Cornerstone. 3. All field welds shall be made by a welder certified 5 1/2" 5 1/2" 1/2" PLATES (2) • in the specified position. r I 4. All concrete shall have a minimum compressive ' strength at 28 days of 3000 psi. • Signa9e may be installed on the structure after _ _ _ O / O 1/41/ a minimum curing time of 7 days, provided the •N N curing process has been property maintenanced NOTICE: / g SIGN FACE in accordance with ACI 318-99. CORNERSTONE ENGINEERING, INC IS ?ESPCNI 41) 1 N 0 \i — 5. All reinforcement steel shall have a minimum SIBLE FOR COLUMN AND FOOTING DEMN O / yield strength of 60,000 psi and shall conform ONLY. SIGN CABINET COMPONENTS ,ND ' O 6"0 PIPE to ASTM A615. All reinforcement steel shall be ATTACHMENT ARE THE RESPONSIBIL'`' O'= placed in accordance with ACI 318-99. THE SIGN MANUFACTURER. 3"0 PIPE • All reinforcement steel shall be provided with a 9/16"45 HOLES FOR minimum concrete cover of 3" when concrete is cast against earth. 1/2"0 A325 BOLTS (4) • Reinforcement steel shall not be 'tack' welded at crossing points. SECTION A—A 6. The structure has been designed to withstand a 1/8"=1" 90 mph (3—sec gust) and 80 mph (fastest mile) design wind speeds with an overall maximum design pressure of 24.3 psf according to ASCE 7-98 and 1997 UBC respectively. (Exposure C) SEE SHEET 1 FOR ELEVATION VIEW AND FOUNDATION PLAN VIEW • This design is not valid for areas with special wind requirements in excess of those listed above. JAMES E. WRIGHT JR. CALIFORNIA NEON PRODUCTS • If the proposed structure is located in the proximity of a bluff, the top or base of a 4530 Mission Gorge Place San Diego,CA 92120 steep hill, or any other geographical feature that may affect the wind flow around the sign, l 6' x 6' Jack In The Box #8360 ® 12'-0" Overall Height the installer shall contact Cornerstone for potential redesisignn or r re—evaluation. 2500 SW 336th Street — Federal Way, Washington ii% ovV1A.„,,,, , ,..2_ �,ttj L.° `' CORNERSTONE NGINEERING, INC. fA, ' wl !, 302 College ST. P.O. Box 1029 �0::)h\11an.I, Nt5 �� 4 MADISONVILLE,TN 37354 PH (423) 420-1741 FAX (423)420-1747 2 2003 JUL 0 . Project # 031106 Dwg #: B1276R Date: 06/02/03 WA P.E. # 37197 Drawn By. BAB Scale: 1/2"=1'-0" Sheet: 2 of 2 4 RFC-RIVED JUN03REC'D BY: , . co c , w _ _ r- 2 M O co N S 88°46'50"E 80.38' V j i ,5 a i , r N - ! 111 ti o O N N 8 a41 7 i aw ; ®st 0 KEY o i s `%3 ! Al D/F INTERNALLY ILLUMINATED MONUMENT SIGN.6'-0" z -- X 6'-0"CABINET @ 12'-0"OVERALL HEIGHT. _ Fir .,8 32'-8" , oC O 2 I& -( , CI S/F INTERNALLY ILLUMINATED WALL SIGN.5'-0"X 5'-0" >- CABINET("JACKIN THE BOX'). I ¢ z / 9 �4 Q 1 :% • „ 62 S/F INTERNALLY ILLUMINATED WALL SIGN.5'-0"X 5'-0" �cr ,i' A j ������� CABINET("JACKIN THE BOX'). a j1 • �' °��I i B3 S/F INTERNALLY ILLUMINATED WALL SIGN.5'-0"X 5'-0" o _L -- --s88'463o"E 147.50'-'�'- •'-'-' •• •• •• •'- - - r?( 10 ;� CABINET("JACK IN THE BOX"). LL o M 1— MK8EF-40 �' - D2 C1 S/F INTERNALLY ILLUMINATED PREVIEW BOARD.4'-0" co w Q � � - _1 X 8'0"CABINET @ 5' 8"OVERALL HEIGHT. 1- cc $i o ,, A j ®e�y v • —� sea ro1'3r O t w w i i E 19.00' C2 S/F INTERNALLY ILLUMINATED SPEAKER STATION.4'-0" CO M w i - X 8'-0"CABINET @ 5'-8"OVERALL HEIGHT. = M w Z I D1 D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN.1'-8" cam 0., z X 3'2"CABINET @ 4' 0"O.A.HT.("ENTER'). ' " o �� \ o a - ® � � e \ �,N D2 D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN 1' " 1 1 : 1 30'x40'INGRESS AND i X 1' 8"CABINET @ 4' 0"O.A.HT.("DRIVE THRU'). EGRESS ESMT REC. i 0 -----A __ NO.9608271265 i - ---; D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN 1'-8" o e O \ Al A l\' i' If 0X 1'-8"CABINET @ 4'-0"O.A.HT.("THANK YOU/DO NOT ENTER'). s IJ� N884a'b0"W 24/.bd' _._._._._._._._._._._._._._._._._.: . qi illi Eh Eh ifli Eh 11111 diE1 NOTTROEQUIRED)NATED HEIGHT DETECTOR.(SIGN PERMIT `o . o 0 2 i i 61 S.W. 336th STREET ' Mitit Ua«; 6 3 !N o t‘e re t- o.Zy� NORTH ESUBMITTE W R ZA 2 2003 Q N SITE PLAN JUL 0 z v.,,, SCALE: 1" =30' 0" 0 e u.0 .1k J � °e Q M,�' cc o ° 1- N O z co O co N 6'-0"CABINET 10"DP. g CAB. ~ N W N. ch 0 M O M O N N yY � EXTRUDED ALUMINUM CABINET z PAINTED JIB RED WITH = a FLUORESCENT ILLUMINATION U I O %(1 Q I— EMBOSSED LEXAN FACE WITH SECOND SURFACE PAINTED GRAPHICS: w BAGKGROUND:JIB RED _ I 1 1, COPY:WHITE x x cc w J NOS O cl L - FABRICATED ALUMINUM REVEAL Lu >Lu PAINTED BLACKoh M 1— o o 808 1� FCO ADDRESS NUMERALS I I xcc W O ..= w III 1 m co UJ = r' CO W z cn c7 o •4 FABRICATED ALUMINUM BASE W/ ae o z En WHITE TEXCOTE FINISH LI Q N o o I RED ALUMINUM ACCENT BAND i i 1 : 1 : a 0_ iiiii I ELEVATION VIEW END VIEW CU Q g e l a g b p gffitA I-a CO N a U o,„ D N 0 uq fb RESUBMITTEDCO. 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