Loading...
SGN1991-00113 ADDRESS: YAM) 54tim� BLAII i\records\microflm\targets\building.doc 0-- m SIGN PERMIT PERMIT #: SGN91-0113 DATE ISSUED. . . . : 08/28/91 EXPIRATION DATE: 101.19/Q1 PARCEL. . . . . . . . . : 2S110AC-01100 ZONE. . . . . . . . . . . . C--G BUSINESS NAME. . : TEXAro SIGN LOCATION. . : 112•!0 SW BULL MOUNTAIN RD ..PPLICANT/AGENT: DAVE WHITE BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIrN DIMENSIONS. . . . . . : 13.5 X 21.6 TOTAL SIGN AREA. . . . . . : 65 sq.ft. WALL AREA. . . . . . . . . . . . . 150 sq.ft. WALI. FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 5 ft. PROJECTION FROM WALL. : 6 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANEt7T WALL SIGN. 13. 5 X 2.8 LOGO'S X 21.6 = 65.5 SQ FT MATERIA:.S. . . . . . . . . . . . . PAMAFLEX EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE; $ 25.00 � I APPROVED BY: l` -�✓V`1 DATE: 08/28/91 Permit No. SC-14 9l - 01Is CITY OF TIGARD SIGN PEI;KU APPLICATION The applicant hereby applies for a permit for the work inc'i.ated or as shown in the accanpanying plans and specifications. SIGN L.O=ON ADDRESS: �---ti- (. "'' L?'/l it,I T 9wrNG: _ G C — NAME OF BUSINESS: APPLICANT/AGENT: !Lii-, a)MPANY: ��/! �'/, T PHONE: 6 311` +';� s- The City of Tigard :imposes an annual Business Tax which mist be kept current on all persons doing business in the City. Do you presently have a current business tax? YES ( ) NO ( ) U.L. Label PROPOSED SIGN: (Check as many as apply) pmwmJr (x) F EEsrANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (.`, ) ELFrrRONIC ( ) OTHER ( ) RT*.S FIOARD ( ) BALLOON ( ) SIr-V DIMENSIONS: / ,_S 47'/',4 �' r y��,E e7 ',`A EXPIRATION DATE: TOTAL SIGN .AREA (Sq. Ft.) : S WALL AREA (Sq. Ft.) : WALL FACE: HEIGur (Ft) PROTECTION ETCM WALL: IIdINIINATIai: YES ( 4 ) NO copy: LXISTZNG SIGNS: ----f�---{—� AE INISI'RATIVE EXCEPTION: N/A ( X) APPPAVED ( ) How MUCfi % AREA ( ) HEIC Ir ( ) PLANNT D'�MEN All sign permits must be a is --� -- coc�aan-ted by a scale Permit- Fee: drawing arra plat plan. If work authorized under Receipt No: a sign permit has not been oarpletFd within ninety Approved days after the iss� of the permit, the permit 13�te��c —_" Q — _ shall becxmne null and void. ELECTRICAL PFJMT I CERTIFY THAT I AM 'THE RE CX),RDED OWNER OF THE RJJIRED: YES NO ( j PRDPErI'Y OR AN AGWr AUIIiORIZED BY THE OWNER. - - - BUILDING PEI�IIT (3�li�tls 41gn�abim��RWJIRBD: YES ( ) NO (� cp/M.MPERmT Telephone N:\WO•M\CrJMDF'V'\ $ C)Lu L� N DO g x w 4 AN I R U �§ GW o m $ 2 I ^ o ,lif LO I , G I 'J .tom „6o 111 Iq A w w w isw w w. CITY OF TIUAW) RECEIPT OF 97,AYMF:N*r RECEiv-r NO. CHECK AMOUNT 00 NAME : 81—AZE SIGNS OF AMERICA CASH AMOUNT 00 ADDREqS c P. O. BOX 2535)7 PAYMENT DATE s 08/16/01 SUPID I V I S I OKI PORTLAND, OR. 97:. 5- 171URPOSE OF PAYMEN-r AMOI,)N,r r-,A i D PURPOSE OF P'AYME'NT OMOLINT PA I D Wi'TEF A N E 0(79 P5. 00 SIGN PERM11 SON 91-0113 70TAL. AMOUNT FSA ID -- -- —. Ij I � ss 1 ao. S� 9) ' 9 I // I c� v A t F: SYMBOL DESCRIPTION No. REQUIRED -- -- 1 u SIGN 4 POLE - AREA LIGHT tl Q a AREA LIGHT POLE — LOW LEVEL AREA LIGHT VACUUM CLEANER AIR 6 WATER UNIT r r�� MR COMPRESSOR h t� HP WATER HOSE BIBB • I • GAUGE 6 FILL BOX i NOME IMPACT CHECK VALVE i ® M M6 HO ENSER j. e HOSE 1 co )1.HP SUbMEERSSIBLEPUMP 1 P Q ! F� ':�•- - -- VNDERGROuND TPwS 8M GAL.GASOLINE 0 �� / r—--————- ———_ IOM GAL.GASOLINE F UNLEADED FeERaAss ,zM GAL.DIESEL INE 0,000 GAL.. S SUPERUNLEADED Ilk/ — U CT1L E ADE D R UNLADEDLUS REGULARREGULAR �1 I O O / 0 DIESEL \ 10,000 GAL. / PRODUCT LINES FROM TANK TO DISPENSERSA. . ® -•---•--•--•---- VENT LINES FROM TANKS 11-:16 -..-------..---- _I O r� SUPER UNLEADED\I A COMPRESSED AN? LINES Q O O / E --- - ELECTRICAL LIGHT AND POWER ————— 10,000 GAL. / I �7 FENCE OR GUARD RAIL W\ `- - —__ TYPE 6 -- NATURAL GAS LINE / \ _ DIESEL �1 I S - - SEWAGE a DRAINAGE LINES O O / - T _-- _ TELEPHONE LINES 10,000 GAL.. W-1 WATER LINE �_--_------ 12-;0 EXISTING GRADE rn 12.5 FINISHED GRADE aI In REFERENCF DRAWINGS & SPECIFICATIONS / SPEC OR LAST REV T— TITLE Z DWG.NO DATE 1 r — O 91126 I 17-91 GEN"L. ARRANGEMENT PLAN ' i I 91126SM 7-1,7-91 STAR MART I.D. CONVERSION-ELEVATIONS SUSt142 I-23-90 6' X 6' O.F.T.M. SIGN TEX-3-0006 2-22-89 R" STD. STAR-ZIM►ERMAN lJ SHT�1 91-071 7-5-31 LIGNStHUT S.M. TENSInNING SYS. (1 OF 41 { WALK-IN COOLER 91-071 7-16-91 CONSTRUCTION DETAILS 12 OF 4) 91-071 7-Ib-91 C0N,TRUC110N DETAILS 13 OF 41 -17-91 SICNSTRUi S.M. CONSIF. VETS, 14 Of 41 INSTALL NEW STAR MART STAR AS SHOWN, BOTH SIDES, -- —/Y INSTALL NEW INT. ILLUM. I r f RED PANAFLEX FASCIA. I I - -- -- - ------ ICE W i �4 d� I IA ! 1 I I I W INSTALL "STAR I I a ` I \ INSTALL "STAR MART" LOGO. I I I U 1_- I I I I MART" LOGO. l_ Cfi I APPROVED I O INSTALL "SYSTEM 3 -'10'X60' I INSTALL "SYSTEM 3 p O v QUALITY-IN EVERY ,RADE" FOOD\ FOOD MART }` I QUAL-ITY IN EVERY I O my OP TIGARD LOGO. — i — — — HANDICAP RAMP 1 II I I GRADE" LOGO. I 00tTYBy ICT°Q A(RI EXIST. F_XIST, SPANNER BOARD — I . I __� i . SPANNER BOARD i ----��'- T�L�r� •.� r sr •000 I O Date C�S1-Ii F-A I i I L--------------I � I - —.—.—.— -.—.—.—.—.—.—.—.— — — — — — — — — — — — — —.—.—. —. —.—.—.—.—.—.—.—.—.— —.—.—.—.—.—.—•-••— — — — — I .—. —.—.— — — _ - — — —. I .—.� .........._.—.---._..—.—.e0.. ..................... BUILDING SETBACK LINE — 8'-11" 4'-0' 24'-0" 5 -0 30'-0" 5 0 _'`4'-0' — — 4'-0, 8'-11" — 113'-10" s W H N 1 REVISION RECORD DATE 4BY — DESCRIPTION L� INSTALL "STAR -- ----- -- MART" MODULE HS(DCU[Kt Mq I(Kf D1Yr1YM KRN gI�fNG ID It•. SA R IK nV v[1111 aYWo Qrwc wn ON EXIST. T.M. SIGN wl.rt(c wt ,Itwo,No wa efnl rommL)w casou"r0►111FWAit un Dr TEXCID.ns PAW IFINA W MO nS%00~0110 WWII K,NMI Kga V.Nk N CDI•(U.IMI.Kr/1D.On"WI(D, M1 VNIO n y1a "MaunT "Maur It Imn In M,1111Mt w.IVIf N"twrol K ow"15t.. morwajr,1 It,ILK 4 10 IN M M1, 0 HAVt fAt dI III PC MICIPt , 1F%? IHS OIr,0 I HMS 1101 gl0.81K1 01 _�JJ MLI[Kqa R ttC1[D 10 IN4L Apl([D IO M fryla)r,45iq[IIp16 Mp twl MS OOCU[10I Rl W 1CtD w I(VSI 40 UAIOtIrl 11Q[r,1 a(T 10219 rwV�II UW tOWS'AT 1VII(/DtrD 81 I(tK,0 L 217' N 78 00 30 E II 1.1fc gFNK, 90-11w.M EFAM GENERAL ARRANGEMENT-PLAN TIGARD, OREGON B U L L M O U N T A I N R O A D 11240 S.W. BULL MI . ROAD 'Lk ICIu iP4yL _, v 1G IA1, 41A;- I — DRAWN BY Q.MET7r,Fn SCALE 1 "-1 o' -r) 11740 SW Bull Mountain CHECKEDBY DATE 7-17-91 Road lore -- APPROVED �./�+ L— rNo 91126 ' 08/19/96 I�IIIII�IIIII�I IIIIIIIIIIIII I IIIIIIIIIIIII I (IIIIIIIIIIIII IIIIIIIIIIIII { IIIIIIIIIIIII IIIIIIIIIIIII I IIIIIIIIIIIII ! IIIIIIIIIIIII I IJillll�illllli IIIIIIIIIIIIIIIIII�I�lllll INCH MAOQ 111 C"OA IIIIillllll111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllll IIIIIIIIIIIIIilllll IIIIIiillllllllllllllllllllllllllllllllllllllllll IIIIII!11iiIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IlIIIIIIIII111IIIII 14'.6" 32,.0„ ( ,I ✓ EXISTING FASCIA TO BE REMOVED AND/OR COVERED WITH NEW I INSTALL NEW INTERNALLY ILLUMINATED "STAR MMT" LETTERS TO "V" GROOVE SIDING. RED PANAFLEX FASCIA WITH SOFFIT LIGHTING. BE CENTERED BETWEEN EXISTING CANOPY COLUMNS. 1 1 INSTALL NEW INTERNALLY ILLUMINATED I RED PANAF LEx FASCIA WITH SOFFIT LIGHTING. allI t._O., INSTALL 6" WIDE ALL 6" WIDE INSTALL BARRICADE STRIPE DECALL BARRICADE STRIPE DECAL AT WINDOW SILL, TYP. AT WINDOW SILL, TYP .................. Lzz—ALZ: I I I .I I- I =- I f L- - EN M ilium, INSTALL NEW 8'STYLIZED — STAR MMT STM AS SHOWN. FRONT ELEVATION LEFT SIDE ELEVATION SCALE '/4" V -0- SCALE : '/4" - 1-0'' E0. E0 I I INSTALL NEW INTERNALLY ILLUMINATED IN RED PANAFLEX FASCIA WITH SOFFIT LIGHTING. STALL NEW 8'STYLIZED I (� I STAR MART STM AS SHOWN. ✓ I I I EXISTING FASCIA TO BE REMOVED AND/OR I AND/OR COVERED WITH NEW ^V" GROOVE SIDING. I I NSTALL Sti E DECAL . TYP. T RIGHT SIDE ELEVATION SCALE /4" - V-O" EXIST, 6' X 6' I.D. SIGN SHALL REMAIN. Sfi�M 4,01;s2G ,;- INSTALL WATT L NEW STAR MART MODULE }LL Systems Gesln8 ow �b O6 II n ww W > _ INSTALL "SYSTEM 3 GASOLINES DUALITY too IN EVERY GRADE" TEXT ON INSIDE OF O INSTALL "STAR MMT" LOCO SPANNER BOARD. SAME ON BOTH SPANNER � 0,00 EXIST. PRICE SIGN SAMEIDON EACH BOARD. BOARD. BOARDS. MODULE SHALL REMAIN. 01001 _ REVISION RECORD .. DATE BY DESCRIPTION 1 THIS OOCU[NT M(1 YK MONN.XTXM 1[IEN KLETNG 10 TEXKO U S,A TS T[ PINPCPIY R TEXACO NEFNNG ND 1 1 I 1WARTI,C M ITS S B MU NES W MARS N .ryfIXK (M INF NM1iE uY .lI RO. O,IISTIa ITE,, I I 1 XKO NC.NO O[ $taSUMR1 Mp MRNfE5.19 PM1 NF EXTENT S1ULL BE COPrO NALATED,MS%1T(D. I LSWTK OP N/OE OV'NNE 10 IY`4Em OP USED TO MIY LITCHI MU15[(NR (v<[pt M [XIVESSIY N111(MhD 1 t wETNG BY TEXKO.MY KIISOEFwI OB C(MBOM IU`TRCEmIC TM COCIAIENI,NORHA MINTED,SMLI BY 1 1 VNiM KRU BE E+.EI[D 10 MW NAKED 10 118 FdIGMG KSIRCTM NO DINT TNS W'JUERI WL BE I(LO 1 1 1 "BAT ND C. ICE SUBJECT MY TO 1w PBNAIE m E)1F`RS%1 411N0`11IE0 BY 1EVA00 1 I I I 1 I I 1 ' l-- - - -- - - - - - --I L _ _ _ _ _ _ _ _ _ _ _ _ _1 T R M ITE.Kn BEF.. SU NM11.1 NL YMiKE T►IG ENGNEERNG CANOPY END ELEVATION N. T . S. T I GARD I OREGON 6 ' X 6 ' PRIMARY I . D . 11240 S. W. BULL MT . ROAD -- EXTERIOR CONVERSION TO STAR MART -ELEVATIONS. 11240 BYJ Bull Mountain SCALE NONE DRAWN BY FA SCALE AS NOTED Y Road CHECKED BY DATE 7-17-91 tore APPROVED No. 91 1265M 08/19/96 411 �IIi�l�l �l�llllll wC."lll IIIIIIIIIIIII I IIIIIII�IIIIIII I� III�I IIIII�III�I�III�III�IIIIIIIIIillll I Ilhhflllll I Ill �lll�lilll I IIIIIIIIIII�III I IIIIIIIIIIIII IIIII(I�IIIIII NNCR � met w QIaM 6I1 'Nnhnllnduil Illdnnhlllhlnhmhm IIIIIIIII Ilnhlllhlnlm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllll uldmihlldlllllnuhllllllullnlhlnhllllllnhmlullhullnnlllll Ilnlnnlnnhnlhndmdmlhlnlmdnuhmhullmdllulnnhnllnnlunh r i i'-5 3/ta' , 1' ?' -- GENERAL NOT'S _ -- --- -- --- - - " -- \ A. K.L. SILNS Apt: TO r-*.ET REUUIREMENTb 01 frit -T jut,,_ L:t--T►`-C 8' 6'-1 3/8' POLE _T_0_POLE8' I?• 1/2' DiA.X 1• S!..GTTED HOLE Coot A►tD CARRY 'LA.' AF"F'HDVEU LABEL- '310 _ REMOVE HOIST ANGLE AFTER SIGN IN ':;ICN FILLER, 6' X 6' SIGN\ C�, I e. SIGN �ILLEgs of I-GTHE S 1 6' LK.Tt E RIMSIGARE N A PFIMED 1/16' ITEM 426 /SIGN HOIST ANGLE 1/16' _ O REQUIRES 4-ON EACH SIO( '-"' A+vD i►•INTEp ItiEMt-GLOSSA I!l_ALIL.THE PRIMARY SiGN FAC( 7tTA1NER5 L ERECTION AND REPLACE BOLTS AND WASHERS `~---� r ^#4F ANODIZED BLACK- 6' X L.ACK-6' k 5' CNANGEAF3LE PRICE/ • • C. COLONS INDICATED UN DFiAMiNC: SHALL MA1C11► MESSAGE MODULE REQUIRES 6'-1 1/4 _ TtXAco •1 WHITE f'�-- 1 Exnr0 •31 VERMILION FWD I 6' LONG ALUMINUM HINGEy-�-- 33 BARK DOVE GRAY A ` 4-ON EACH SIDE TET• :O •TEXACO •34 DARN KETTLE A ACK ( 3-RE00.) --- THE: 6' X 1.5' 6 6' X ?..5' SERVILE MODULES REQUIRE _ iwAt•�s APD RETAINERS OF SERVICE NDOULES ARE •33 GRAY EXCEPT STA1 -_- 4-DN !_t�CH SIDE ~-� MART. OTHTR FRAMES. RETAINERS AND ALL STEEL PIE •3A BLACK 1NCLIlOY1l�G • -- -- ---� O. 1HE x26. 42C Mt3 ANO 4Z6-1 SM SiGN FACES ARE 190 PULYCARt3ONATE. REMOVABLE RACEWAY COVER AL1. OTHER SIGN FACES ANE .1�5 POLYCAf+BUNATE. ( PRiMAHY 1.0. SIGN) .150' THK, POLYCHRBONATE FGH WIRING MAKEUP N �� --- ---� SIGN FACE. COPY 15 RED & WHITE ON BLACK, --____-- �- RETAINER IS EXTRUDED ALUMINUM WITH 7/8' DIA. HOLE IN FILLER \ ERECTION INSTRUCTIONS - =--=, = ANODIIEU HLACK FINI5H. 1/2' DIA. NUT PL(-, ,C'- ANODIZED �y ------ -- `- -- 1. COOLL FOLINDATIDN Hr]LF.S AOJUSTiNG SIZE, iF NECESbi- '� 1 � - ATTAC TO F ;)LLER '')!< ! COMPENSATE FOR LONER STRENGTH SOIL. CENTER TO CENTER LIF PIERS X 8' X 3/16' SQUARE STEEL TUBE t EKY SIGNNUr. !I \ �ijAq Z, LOCATE RE8^A CAGES- ANCHOR BOLTS RIND ELtcrRIcAL coNoulT. - ( SIGN SUPPORT) ASTM-A500 GRACIE B �• r r _--- m AWHOR Bars MUST SE ACCURATELY L.0CATED TO MAINTAIN SFPCI 2-REOUIRED" PAINTED •34 'TEXACO' 1 1�•� DIA. HG E 1 J TUBE ---- N 1 BETWEEN CCx..1INs. usE ANcMaH ec�LT LOCATING TEMPLarE. - 1/2 DIA. 5H(_)kT NIPPLE IF FURNISHED WITH ANCHOR BOLTS. POUR CONCRETE AND ALLOW TTl - IT BLACK BY SiGN ERECTOR. TOTAL LENGTH ATTACHED 10 NUT PLATE "T AT LEAST 24 ►+OURS. 30'-0' FROM BOTTOM OF BASE PLATE AND PROJECTING THRU TL;3E _ �, SET COLUMNS. MAIN rAIN UiSiANCE BETWEEN COL uF+Ns ws a -1 aye' TO TOP OF TUBE COVER PLATE. PLUS 0.OR MINk�5 1/16- . NOTL THAT ONLY ONE COL.L*4N 6+AS PH VISION - NQ.:(�: NIPPLE MUST Bt - _ RETRACTED FLUSH WITH FILLER I FOR ELECTRICAL WIRING. TAPPED MULES HALL OF EACH Q' X 8` X 3/16' ,QUARE CULl1:r+ MUST FACE EACH OTHER. L.1FT INTO PLACE USiNG LEFT AN('LE$ EgT O/• E�H COLUMN. REMOVE LIFT ANGLE AND REPLACE BOL Tb AFTLA FOR SIGN INSTALLATION STEEL TUBE 450 _ - �•_- A, LOCATE 3- x e- X G'-1 3/6' CROSL TUBE 6'-4 7/16' BELOW TOP , As . A. PLASTIC SIGN FACE =-°10'10 OF COLUMNS AND WELD TO COLUMNS. CHIP AND PRIME WELDS. AND 3Agait /16' PAINT ENTIRE COL UMNS BLACK. �' 1 'i/I6' ALUM. FACE RETAINER ( 3/8'-16 x 1 1/4' H►ih4fl ANODIZED BLACK FiNISH 3/80-Fl-AT WASHER l BY SIGN MANUF A �. RENT TEXACO C PRIMARY SIGN INTO r�EU F E NO 8 talrws SIOW A►ru - - 3/8' LOCK WASHER ITEM �� SM FILLERSESTING ON CROSS T11 HOLES H1NL;kU FACE ANO BOLT ' EC ON �I • B• - A!2 ` MAKE UP PRIMARY WIRES ANO CI-05f AND FASTEN FACE. FILLERS INTO TAPPED HALES IN COLUMNS_ SEE TYPICAL SECTION CHAMFER _ _ 3/8'-!6 AVOEL NUTSERT INSTALLED IN TUI _. REMOVE HOIST Ar+GLEs AND REPLACE THEIN ATTACHING BOLTS. /� ( BY POLE MANUFACTURER 6. FOIST SERVICE MODULES SPECIFIED FOR THE FACILITY INTO (n TUBE ------ COLUMN L---ALUMINUM SIGN FILLER PAINTED BLACk FINISH POSITION. ATTACH To COLUMNS AND WIRE THE SAME AS THE PR1MAflr S[ON. TO FACILITATE t►aSTALLATION OF THE SERVICE i OOD G TO THE INSID 10 •CPAB• �\ WALL Sk0WACMODULEE of EACH OLUNN~AND HOIST ,THEOSIGN ON�'O THESE( TRACKS. CD �` DOLT HOLE ^NO THEN SLIDE SIGN INTO PLACE. a REMOVE THE HOIST ANGLES AND INSTALL A PLASTIC PLUG INTO THO 1080 Du m DETAIL ' A' SECTION THRU SIDE FILLER OF SIGN 3' X 8' RECTANGULAR STEEL TUBE ASTM- _ __ _ SCALE ---- 1/2' = 1° SPECIFICATIONS ITEM 84�6��( SF(OWN) 500 GRADE Be 3/16' THICK X 6'-1 3/8' (jEH •+ja b' x 6' PRIMARY TRADE MARK SIGN 1 0 1/16 ) LONG FIELD WELDED TO 6'-1 1/4' TOTAL. CAN SIZES G'-1 1i4' x i'-4 t• ♦' 8' S0. VERTICAL STEEL TUBE INSTALLED SIZES AND PAINTED 034 BLACK BY ERECTOR SIGN FACE TRIMLAMPS. 7'REou►Eo F72TIZ •HBO CW 00 eIALLAST. UNI 1.71-71471 ONLY ONE SERVICE MODULE SIGN IS TO 8E 0 t .150' POLYCARBONATE SIGN FACE _ LRAoI 4.a AMPS DESIGN WIND I DACE 30 P.S.F. INSTALLED. ANY ONE OF THE FOLLOWING. BALLAST AP►RuxIW..TE WEICA'Tt 330 LBS. 426-SSM (2'-4'X 6') 'STAR MART' `�� / SIGN AREA. 3 6.6 so. FT. a° 426-LSM (4' 8'X 6') 'STAR MART' iV 426-CW l 1' 6' >r fi' ) ' CAR WASH' /� RACEWAY � i � r 1Tf[M •42•-cv. FF•�, a.Q. � s• X 1.5• sERvt.:E MOCIL,LES 6+ N 426-FM t 1'-6' X 6' ) • FOOD MART' ' TOTAL tAF/ SIZES S•-I 1/4' x i'-G' 42.6-AD l 1'-6' X 6' ) • DIESEL' - 3/8'(PORAiN HOLES ( 9-REDO.) � SIGN FACE TRIM SIZE. 13 -11 1i2' X 1•-4 3/01 • LA*•PS• I-REOUIREO F72T12 M/O CW 4G6-SP l F-6' X 6' ) ' STAR PORT` BALLAST. 1-AIEOu1RED UNI. 71-664-1(-LH 426-SC ( 2'-4' X 6'1 ' SERVICE CENTER' - - - i< LDAD@ 1.7 AMPS. (COPY IS WHITE ON GRAY EXCEPT STAR Lip U-1 1\v I MART WHICH IS WHITE ON RED) _ __ E•----- 3/16' X 1' X 8' ALUM. SPACER - - - - _ - RESIGN WINO WEIGHTS 10 P s F i - a- - AMROxIr+ATE WEIGHT. lf� Lt35. SIGN HOIST ANGLE TACKWELD TO BOTTOM FILLER ! _ _ ' - 61Gw APE^• •t.2 so_ FT. io (4-REOUIREDI ITEM 0426-SSM NOTE,- INSTALLATION OF ALL SERVICE MODULES 'r ITEM 0426-SC ,,/►►V10 scr4 4• X 2.•3' SFNiv1cE t•+OOL,LE 6' LONG ALUM. HINGES (3-REQUIRED) ARE OPTIONAL. NUTSERT FASTNERS USED ! 3• X BOX 3/16' STEEL TUBE CROSS To;AL CAIN SLZE., 10•-1 1/4• X 2 -4 1/2' TO ANCHOR SIGNS TO POLES WILL BE BAR 6'-1 3/8' LG. FIELD WELDED SIGN FAC( TRIM SIZE% 510.11 1/2• X 2'-2 7.'r Nit - /y FURNISHED 8Y POLE MANUFACTURER 6 ----- TO 8' X H' STEEL TUBE VERTICALS 6'-I 1/4• LAWS. Z-REtauIRED F72111 H/O CW INSTALLED IN SIGN SUPPORT COLUMNS PAINTED 634 BLACK BY ERECTOR - BALLAST: t-R2.0 QUIRED AMPS LRAu. 2.� AMPS is ' AS REQUIRED FOR SIGNS REOUESTED I - INSTALL PLASTIC PLUG AFTER CKSIGN W1►•(, LU:.o° 30 P.i.F, ON PURCHASE ORDER RELEASE. +'' REMOVING HOIST ANC►LE _ APPROXIMATE WEIGHT) 196 LBB. 1� _ - - Sl(.h A^*-^*bgtdar 91= 4.s sa F .125* POLYCARBONATE SIGN (-ACE 10 UIT I . ..... ITEM sr.,�i-►N A-NC, I :M t xK' L:►+cN.�: ••.N t F 410E r .Z`diCt' Nl.'v-.A-S N IOTA- Lt. . TILE 6- 1 -• c' X <'•61' HINGE IN SIGN FACE TRI• ' SILE1 s ;1 1 •r X . C7 I �� RAI ,~ T1 1-REOuife`[17JI :►,iL) eaded 0 1 / LOAD* 3 w AMP'46 f ITEM 0426-M8 _ (V DESIGN WINO LOAD. 6 VSF1- CHANGEABLE PRICE MODULE t COPY WHITE ON BLACK ) .,� ,.P/ROXINATE WECGHr► 26+e Les. 1 51GN PREAG 29.9 SU. F T O j � tTe>:M 0-716 ti1L'M Sl1PPORT f-CX-LI•INS ITEM 104,-6 SC ii/a• , C• x S* SO. STEkt Tuti\E t f-JTM A ` .ft 14iAJF R � 11 *1eU* TWO RIEGUIRE : A 1' x IS' 1'1' :tEE1- aASIE P - E. I . , l ft) 14t DETAIL ' Be THRU 3' X Be CROS] BFYR BOT'YuH Or- FACH CCA_Ut-"1N A I/0' X a• X 6• •fft. , fr rG ' • ® �® rr.► Oh k..CM L1,. -Mm 4-SrcL&. UUSSETT. I 2' x x N w4. 1LLG1i1) T , Il The BLTTr1M l,F EACM CCx-utAm r3N HA►yt F`.ATE,- - :..' % I D' srEk+. SCALE �' 112' = 1' .- TUBE do-ir A DfFI GNARL Vr x 6 1 J. 1 l)1'M,i (I f .' j Z -I_)4 vlrrl rr A$SCMLt1_r AND ( FIELD WEl GID By FFF1 I^-,, r,.. t'+L[N r:--++ "flits' It B _,1010 COMPIETE rHE ITEM -.!.- ASSEMP.L.Y. - SGUA. E STFE1. IUGE VERTICAL 12-0 *.- Ut,1.Tzx Mir ^-iwfF+G , NI,+' APFN�iKIMAIr �.EIr•.T OF f"r, r_IL J � COl'.aMNS A►+E PRIMED 8Y •IA►�tFA(;Tli.'E 'r .:. r •.fi t7 ►'rr'•� r: r t'E Fr- � Ar sjLor ERCCTOR. } THE B" X 8' X 3/16' SQUARE ( ASTM- ' TOTM_ HEIL.HT LIF COLUMNS • Jd.4 FRreA BOTTOM jh I:30_4: --•L w A500 (,RADE Be) STL. TUBE VERTICAL Tor OF CA. PED _OLuO•.. t 3' X 4' HAND HOLE IN TUBE 1/2' X 3 x 9' STEEL GUSSET a SIGN SUPPOR f COLUMNS AND 3' X 8' WITH 3 1/2' X 4 1/2' 18 GUAGE - / a STEEL TUBE HORIZONTAL CROSS BAR ; 1 I STEEL. COVER PLATE WELDED TO Be X 8 STEEL a sow FOR DIRECT BURIAL INSTALLATION • YCENTER TO CENTER = 6' -9 1/2' TUBE VERTICAL AND BASE PLATE a i -J w a 1S 140T AVAILABLE ON CONTRACT. 1 f l4=REOuIRE() PER PLATE ) F- � 1/2' fHK. STEEL COSSET PLATE , ASTM-A36 � � Z c ~ , a CU Q SIGN STRUCTURE FURNISHED i ,4-REQUIRED PER COLUMN 1' X t'-3' X 1'-3' l ) a LL �w w AND INSTALLED BY SIGN ERECTOR ` L� i /STEEL BASE PLATE WiTH 7/8' 01A. a vQ M m a ALL NUTSERTS ARE FURNISHED AND ' t =' / DO NOT GROUT �, BOLTS ( 6-NE00 PER PLATE 1 o L`.J, z INSTALLED BY SIGN ERECTOR. 0 woc LD a ENTIRE STEEL STRUCTURE 1S TO ' " TEFL TROWEL- F IN!SN r, I11 a o II N Tri CL BE PRIMED AND PAINTED BLACK 1 --- \ r' 1 / 1/ GRADE - GRADE WF- a BY SIGN ERECTOR. r 1 i1 �rI __V�l� -V�/� _ - - II -- r r+ _w:.]r✓--- - -- `1� Tr� t �3F _ u �o m t -� o z z o 3/4' Ri AD CONDUiT. ,I Z . Q ►- �- NOTE: 9' HT. PREFORMED STEEL " 'I fl " a+ PROJECTS UP THRU ;1 +, u `'' J 11 I 11 Y UII ,I „ CURBING-OPTIONAL - -t- , HOLE IN CENTER OF BASE PL ATE z Q a _ wI, 11 11 TT,� /( CON001i ONE PIER ONLY ) O,. uarRE 4iSION RECORD 3/4• NEAvr ►�Ex LE'/FLINGNUTS ( fl i - •. -. TRADE MARK SIGN E"�0 VIEW "T -- - ---- --- , I II + I ON ANCHOR BOLTS BELOW BASE 1 II 11 ►G= :�r_;< :;rs................ --- _ - 11 II ++ I PLATE I �� �� �� I SCALE - 3/4' = 1 - 0' �. wxwmssssss �- - -_ -- _. _--__ - -- - tau" L _ ( TYPICAL) � T GRADE DATE BY DESCRP'K,N F 3/4' DIA. X 4'-0' L-G. A325 ;; --- -- I I 11 It 11 I I _" " �_ ANCHOR BOLTS WiTH 6' HOOK 1-23-P1a FD13 ADDED S1AR (MART SI��N/.uE , f►' i n 1I 1I I I rr I 6-REOUiREG PER FOOTING t 1 t i I t If 11 I ( BY POLE MANUFACTURER ) I I - 1 I u II I; I i I1 1I II I - - �� 1► rI 1t I „ „ , }-- 1' D[A. REBAR 5'-9' LONG r It I, it 8-REQUIRED PER FOOTING - _ 1 I I I ( �- CONDI-TT --- - - . i 11 D' n II I n+ln " ( BY ERECTOR 1 ' 1 3/4 RIGID GOND_ . T � I ,1 ++ 1, ,. -L u.. 1L_ _ - � --- 3'-id' O[A. CONCRETE FO'�T[NG I ,� oon►tur aro rK i•raRn1ltt:.r rMlr r[urw� to rtr .'o .t.a rM •'xa a Tu.ao •c.Aw �.. ,r I1 n I ( ONE PIER ONLY) n,•rv.<n M coratvr� rn; Toe •01YAIII ,,,c ,1r rT1un W_AMD rt„u541IA,K$ .o WfI111I1' ro .«.+•r ii` IF II %% ,r -- _NCRE T E SHAT l OBTAIN A - -� >m , �►. I ,o �u OF C1rr: nrlu TD asrnetnT� oblxoslc a: wim Av►thr, to ot4m a usul to w► COMPRESSIVE STRENGT4l OF BY ERECTOR I I .. U � I u � 1 � <t t r 1 w I tmaT1 LAL7rT a s t s+lrssl r w+..a1 t® w w�x er Iu rlo .c.twr 1010 J:.a,►wrltn cm•�' CONCRETE SHALL OBTAIN A 1 1 I I 3,000 P.S.I. iN 28 DAYS I I �._ - - . I 1Lrgc r•s x,n,rcx�.•.evu arAKB awl e► ..rIuF rti1,0r es M LC .o Wr( AW(q to 14 113 TIES AT t'-.3' SPACING � I COMPRESSIVE STRENGTH OF a,e„s.. .tl+.ctrua .�► TIMI rha rX1�z.errr .t, e[ at:n w riUst uc L,6 noel[ twt► 1 c•i, r x Art nc Ep'►i:nr Au-4�IIIDa n rrKa .� 5 HEOUIREV. PER FOOTING in r �. 1 c9 I 3,000 P.S.I. IN 28 GAYS BY ERECTOR ) CENTERLINE OF FOOTING I E--T--• MINiMUM ALLOWABLE SOIL __.__� _ -- �. I __ - . -�..�_ : �._� _ ___-___ __- ____ 6 I I T R W I � ► , BEARING STRENGTH IS 2,000 - -- PERPENDICULaI TO SIC-74 FACE is 1 I i j I I P.5.F. AT 2' 8' BELOW GRADE I I �---T- MINIMUM ALLOWABLE SOIL I rI11,Co 4)W" a rlwtirt►lc wL I + 3'-0 0IA. I I I BEARING STRENGTH IS 2,000 FOR FOUNDATION SHOWN ( ( -- {r --- 3/4' O1A. ANCHOR BOLTS I I w:#1TP% ENA EEI44 ' 1 4 •, �` . I P.S.F. A T 2'-(�' BELOW GRADE 6- REQUIRED PER FOOTING I I FOR FOUNDATION SHOWN INSTALLAIDIl f>f1..vso i I I I I �. ___ •8 9EINFORCING BARS 5'-9' I I I ) 6' X S' D!AJOLE FACET, iN".k.RNM-LY ILLUM: ATE? LONG ( ASTM A615, GR60 ) I I � PRIMACY TRAGI MARK SIGN ) -- b-FEOD. ON 20' DIA. CIRCLE WITH LHANGEAB .tL 1'Rl�L/MESSAGE A!#0 SERVICE ' AM fS_ i s ANCHOR BOLT a REBAR PATTERN X-0' D1A.- REFEPLNCE DRAWINGSs 6 X 6 PRIMARY TRADE MARL~ SIGN DIRECT BURIAL JRR,N'N dY R. MET:;;ER SLAM. AS NOTED 11?_40 SV!Bull Mountain SCALE 1' _ 1'-0' I j FOUNDATION DETAIL. sus-1116/SUS-1142.1/SUS-11,2.2 t'►'ECK►D NY DATF 1i-1G -88 Road `;f Al E j 4 1 ' N l PEOUIREDi _ f- -� . Sia• !'-ce• JUS It41.3/SIIS-I142.4/S1:5-tL'.A�I ���l'RCYE� .y,.= No. S115-1L�� 08/19/96 i� l I, ilijilijill 1 I1111111111J1 1 ilillJili �l�t�l 1�1�1�1� 11111 1 ilwi1l I ���1 � ������� ������ ► � ������� ����� � 1�1 �1�1�►I1�1 � ��ilil1111111f INCH MAD[IN CMtNA IIIIiIllliiilllilii�Illlllillllt- i�Ilililllllillll[ il(IIIi(illlilllllillflllllli IIIIIfII(I(Iffl(fUl(IIl�f1111(IIIiIIIIiIfIIIIIIIIIIIIIIIIIiIIIIIIIIIil111iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIiIIIIIIiIIIIIIIII IIII�IItIIIIIIiIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIilllll111 , .* ,.�.� . !r 7 1 /2- 10 /2" • / '"O" r� 14 #11 #9 6'-4" , I 30 hA - 6 -3II 7,-9" 01 Yt j 0. \ ' ,t S%i f•'•�F�t 14 7r -@2 102 - — ------' ---� 10 i 7.5/30 MA' ------ ---- - ` 11 7.5, 30 MA, I I --- ,, I I 11 1 ' I • I 1 I �._ , , TYP . SECTION STRUCTURAL F'LE ��ATI01 q SCALE: 1 1/2'-V-00 CHANNEL LETTERS ONLY KEY t'10TE _ UNIT HAS 3 1 /4" AND 3 3/4" ELECTRODES. 1 i ` 6'-- 4 *�� 1 RETURPJS: (3 1 ;'4,r RETURN F/ TRANS.) 1 .- , 2 . o I 67.-gyp, 3� 4 1� (3 3/4 RETURN F/ CISCO CUP) ! " 3 w l l -1 173_�4"T-1 1 e 4 z l N --' ____-- -__� _ -- --'-1----- j 1616 F— m , - 1 * 1 i_CIRCUIT # TRANSFORMER V.A. Ati1PS. H F 7 cv 7'-5 3 1j 1 7.5/30 MA 225_ _ 2,0 i - R � o � 7'-9 *� 1 1 _ 7�5�30__-MA 225 2�0 r r 5- v 6'_S ___*_ _ 1 __ 1 _6.0 30 MA__ 180 _ 1 .6 1 U 7 0 3 314 1 Total -r-- �- - _ _ _ — 630 5.6 _ REVISIONS——- 0. ZIMMERMAN SIGN CO . 1 6' DESCRIPTION INTL j — L R1 4-26_89 ADDED: NEON LAYOUT SEA LONGVIEW TEXAS _ _ 15 AMP CIRCUIT REQ'D. (TNF__ 85'_--4" ) (U.L. I-ABEL REQ'D.) -- ---- 8' --0 STD. STAR (CHANNEL LETTER) I - "----- ------- CLIENT: TEXACO— STAR _MART_— •� sm>t m: MIK C PINGS 2-22--$9 — D_WNIM STEVEN AYL4R _ D'+R►' No•: TEX-3-0006SM 1240 SW Bull Mountain __ _ -- ------- _ _ — --- - -- ---- - -- - - -- - - - ------- -- ,�- _- _ - -____ —-_ __ _ ��--__-.- -- --- -- k, Road 5 of 6 -` • 'w 08/19/96 ,11111111111111 I� 11111�1� 111 I ►111111111;1 14 111111111!11 I IIII111� 11111 1111111111111 1 II11111 �11111 1111111111111 I (IIIIIIIIIIIIII 1111111111111 IIIIIj1111111 INCH MAD[IN CHINA ! IIIII�IIIill�llilli�n�llllll111�IIIIIIII�IIIIIIII IInIIIiIIlllilllll IIIIIIIII IIIIIIIIIIIIiIIIIiIII11111111"I'm11111111111IIiIIIIIIIIIIIIII11111IIllll111111I'mIII llllilllllnl1111111111111111111�1illllnll IIn1111'11"11111111ll111111111I111111 IIIn1nnIIII1 '111IIw '111111111111111111111i r c. , • �— R qr 10 AL , ST,PS TO BE YELLOW GRIPFLEX GF- 1 - 3534 (TRANSLUCENT) � �Y STRIPS TO MATCH LT. DOVE GREY (OPAQUE) 9 . 125 POLYCARBONATE .� f 0 i I 1 I RETURNS & RETAINERS TO MATCH LT. DOVE GREY 16 GRAPHICS LAYOUT FACE SECTION } A � r I - R REVISIONS �7 ZIMMERMAN SIGN CO . R DA-E DESCRIPTION INTI / r -� LONGVI" TEXAS f . 8'-0 STD. STAR (CHANNEL 'LEI I R) C TEXACO STAR MART r Sat.>m>tMDon: : 11240 SW gull Mountain Road Of 3 1 . , . 6of6 sp 08/19/96 IIIIIIIIIIIIill 1 11 Il! III I! I 11111111!III! 11I1III1III1I1I Ill 1111111111 I IIIIlII�IIIII ( lllllllilllll I Ilillll1lll3 4ll lllllll�lllll II!IIIIIIIIII�I IIIII�IIIIIII IIIIIIIIIIIII� l iNCN Moot IN mm . f, SIGN PERMIT PERMIT #: SGN91 -0113 DATE ISSUED • 08/28/91 EXPIRATION DATE: /040/9Y PARCEL • 2S110AC -01100 ZONE C -G BUSINESS NAME..: TEXACO SIGN LOCATION..: 11240 SW BULL MOUNTAIN RD APPLICANT /AGENT: DAVE WHITE BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS • 13.5 X 21.6 TOTAL SIGN AREA • 65 sq.ft. WALL AREA • 150 sq.ft. WALL FACE (DIRECTION): E SIGN HEIGHT • 5 ft. PROJECTION FROM WALL.: 6 in. ILLUMINATION • INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 13.5 X 2.8 LOGO'S X 21.6 = 65.5 SQ FT MATERIALS • PAMAFLEX EXISTING SIGNS • 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED..: NO ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 25.00 APPROVED BY: 0 DATE: 08/28/91