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HomeMy WebLinkAboutPermit S02-066 - ARCOARCO 15252 TIB P -SIGN S02-066 City of Tukwila Department of Community Development Molly Martens Martens Sign Art 4748 Pacific Hwy Bellingham WA 98226 Re: S02-066 Permanent Sign Permit Application Dear Molly, Steven M. Mullet, Mayor Steve Lancaster, Director March 18, 2003 Your application for the sign permit for the Arco Station at 15250 International Blvd remains to be incomplete. In order to be a complete application, the following information must be submitted: • A site plan that is dimensioned and scaled, showing the property lines. • The actual location of the proposed sign on the site plan with respect to the 40 - foot vision triangle. • A complete sign elevation with area calculations and the supporting structure. According to our files, the application for a freestanding sign was received on December 13, 2002. The application described a 27 -foot tall freestanding sign with the distance from the closest edge of the sign to property line at 13 feet. You were informed that Tukwila's sign code specifies any freestanding sign shall be set back from all property lines a distance at least equal to the overall heights of the sign. (TMC 19.32.070). In addition to the set back requirements, freestanding signs which obscure vision between the height of three feet and ten feet of the street or driveway grade shall be set back at least 40 feet from the intersections of streets and/or driveways (TMC 19.22.040). On January 8, 2003, in response to the city's request for a site plan, we received a plat map showing property lines for Short -plat No. L02-033; a residence at 15660 42nd Ave S. We also received the revised drawing of the 18'3" sign, which did not have all the required area calculations, and supporting structures. You were again requested to provide a correct site plan. The week of March 3, 2003, a site plan was delivered for an Arco station in Wood Village, Oregon. Needless to say, this was obviously an error. On March 13, 2003, a fax was received with the site andutilities plan for the subject site. The quality of the faxed copy was too poor to read. Following the faxed copy, on March 14, we received a reduced copy of the site plan that is no longer at the scale indicated: 1": 20'. Close analysis of the reduced site plan and assuming an approximate scale, the existing freestanding sign appears to be sitting on the property line. Your proposal to change the 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 sign requires the new sign to meet all current sign code requirements, including setback regulations. We are unable to process your application due to the lack of information. If the information listed above is not received by April 7, 2003, this sign permit will be denied. As per our phone conversation, you requested a copy of Tukwila's variance procedures. Attached is the TMC 18.72 Variances section of the zoning code. The fee for a Type 3 Permit is $1,200.00. Please note that the proposal must meet all eight criteria to qualify for a variance. A notice of a Public Hearing is sent to the surrounding property owners, parties of record and interested agencies, for public comment. For a Type 3 Permit, Planning staff makes a recommendation to the Hearing Examiner. The Hearing Examiner makes the final decision. Your current proposal does not appear to meet all eight criteria and it is unlikely that the Planning staff will recommend approval to the Hearing Examiner. If you have any further questions I can be reached at 206 433-7166, Sincerely, \k�lN Kathryn Devlin DCD Intern Enclosure: TMC 18.72 Variances City 'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 PERMIT NO. 5v2 0(efo ED DEC 0 3 22 MIT ®ENTER PERMANENT SIGN PERMIT APPLICATION Please print 3brci f -1511'1 usiness Name Address of Sign y'v 1t\ MaNkt45 Applicant/Contact s 51 e) /1 I-l-- ontractor 6iss. Address, City, State, Zip 7w�5 Pa r° Ec 14tcl (°4 L— Address, City, State, Zip Phone W TUKWILA W 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs Sign elevations with area calculations and dimensions Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $100 application fee per sign See back of form for examples Is your sign a: ❑ Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area O Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: O $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). O Construction details to describe the proposed foundation or wall attachments (see back of form for examples) O Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? ❑ Yes No Wall WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) Sign size(square feet) Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/external/none) FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. ) 'T (`a� -_,) Height of building (feet). Generally, signs may not be higher than the building with which they are associated Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area - k Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. a) Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. IS‘ Number of sign faces If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above Information fumis •y, : Is true . orrect under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tu 0:,//././/t. (Sigfcc(-(gitit( ature of . ,/ er or authorized agent) �hon� j -13- Date Zoning: _ FOR OFFICE USE ONLY Planning review by: 0 Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: 0 Denied 0 Approved 0 Approved with conditions Unleaded Unleaded Plus U I. Premium „Self Serve Gasoline SCALE 3/8" ARCO IC SIGN AREA AMPM SIGN AREA PRICE SIGN AREA 35.5 SQ. FT. 12.5 5Q. FT. 28.00 SQ. FT. TOTAL SIGN AREA 75.00 SQ. FT. HEIGHT OF NUMERALS 13 INCHES 15244 Tukwila International Blvd (Pacific Hwy) Public Storage or Arco Station? AC -0 -5asa . r. n - l Q� ; , Yagc l #- Qd`f 300 000 Diva Scct,( /a (a, 4" RACEWAY FLUORESCENT LAMP EX7 BALLAST SIGN CABINET 2" X 6" HSS POST 0 SECTION A SCALE: 2" = 1'-0" 6"SQ. H.S. STEEL POST 1/2" STIFFENER PLATE POST/BASE PLATE DETAIL . ON . SIDE VIEW SCALE: 2" = 1'-0" 4 1 1/4""o ANCHOR BOLTS C/W NUTS AND WASHERS FLUORESCENT LAMP 4" RACEWAY EX7 93" JI 8"SQ. HSS MAIN POST ANGLE FRAME TO HOLD SHEET METAL SKIN ® 2' OC. SECTION B SCALE: 2" = 1'-0" 4— 1 1/4"0 ANCHOR BOLTS C/W NUTS AND WASHERS 1" THK. BASE PLATE C C C 1'-8" BASE PLATE DETAIL SCALE: 2" = 1'-0" 1/2"THK STIFFENER PLATE 8"SQ. H.S. STEEL POST NOTE: FOR PERMIT PURPOSES ONLY SITE MEASUREMENT REQUIRED PRIOR TO FABRICATION Alpha Neon Ltd. THIS DESIGN IS THE PROPERTY OF ALPHA NEON LTD. AND NOT TO BE COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF ALPHA NEON LTD. PROJECT NAME TUKWILA WK ORDER # 4603 PROJECT ITEM 6'X 15'. PYLON SIGN SALES/REP LEA DRAFTER ROQUE DATE NOV. 22, 2002 REVISION 00 SCALE: AS SHOWN APPROVED BY : ADVER11SER : DATE : APPROVED BY : LANDLORD : DATE : PAGE: 002 .1 amp,- 4'-6" EX 7 ALL AROUND SIGN CAN ARCO SPARK—TO MATCH PMS 485 RED BACKGROUND AND SIGN CABINET TO MATCH PMS 288 BLUE WHITE COPY DEBOSSED ACCENT COLOR—BLACK AS PER AMPM SPECS SHEET METAL PANEL, BRIGHT SILVER WITH GREY STRIPES EX 7 ALL AROUND SIGN CAN WHITE COPY ON RED BACKGROUND NUMERALS—ON BLUE BACKGROUND ARCO RED LOGO ARCO BLUE COPY ON WHITE ARCO IC SIGN AREA = 25.27 SQ.FT AMPM SIGN AREA = 12.25 SQ.FT PRICE SIGN AREA = 28 SQ.FT TOTAL SIGN AREA = 65.52 FRONT ELEVATION SCALE: 3/8" = 1'—O" 1.0 N. 9i" CV NN 11 SIDE ELEVATION SCALE: 3/8" = 1'-0" 0 a 1 448AT I :I I a a 9 1/1 BALLAST: 1 — 372AT SERVE 1 — 60" FLUORESCENT LAMP 2 — 48" FLUORESCENT LAMP 1 — 448AT SERVE 2 — 36" FLUORESCENT LAMP 2 — 24 FLUORESCENT LAMP 1 — 448AT SERVE 2 — 48" FLUORESCENT LAMP 2 — 24 FLUORESCENT LAMP 1 — 372AT SERVE 3 — 72" FLUORESCENT LAMP 1 — 272AT SERVE 2 — 72" FLUORESCENT LAMP 2" X 6" HSS WELDED TO 8"SQ. X 1/4"THK HSS POST 8"SQ. HSS POST EXISTING FOUNDATION NOTE: FOR PERMIT PURPOSES ONLY SITE MEASUREMENT REQUIRED PRIOR TO FABRICATION Alpha Neon Ltd. THIS DESIGN IS THE PROPERTY OF ALPHA NEON LTD. AND NOT TO BE COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF ALPHA NEON LTD. PROJECT NAME ARCO TUKWILA WK ORDER # 4603 PROJECT ITEM 6' X 15' PYLON SIGN SALES/REP LEA DRAFTER ROQUE DATE NOV. 22, 2002 REVISION 00 SCALE: AS SHOWN APPROVED BY : ADVERTISER : DATE : APPROVED BY : LANDLORD : DATE : PAGE: • 001 2369-058 (1).tif (7200x4800x2 tiff) I1•r 481116 Lf1T8R0 ' ARCD POP GAWK hco es d£7CJCJ 3 IMPIXerk = °79' 7° MD4114 CASINO 000tH Corism + Nm 13= mos .W1r.s- /j €4.404 PLUMP RAW p� yg - SD= aicip.R BOLTS IIRN 1619 ( ISKMDriattascoto s•-- MUM 0+41030 $404 BORDaR -00001 0440 POVI12 41VP RVmL 1 NO tOOD Mtn m444e4TM2N Iwo est' IUB' r�ustM IGMBD K(WL1I Ww.0rSoD1 PI/C6 Regular , r 0 Gasoline Unleaded Self Serve Gasoline/ upei Un Tr 10 Sal( Serve Gasoline / 1' '2' 11•• > 11.; n .. II.•• 11 . 91-9fd r VtasMa DRama 1,4111 00� o $SOI JYp 441414132 MMSTKIeitR'3R�8Li'x .128e+I0+4J° RB OULO11 f o I ettoao 47681 ou s -r 0.148 Tea f io0pPOP 00:3Ur - 'r 0' DOLT ff8Jpp1:94 0447 r/'CKNtM -cG ' PEN, 1 • W4OS 18 4.0 $-Pa = cor JumomON coos R olu09 s0 (17' MITA 61 9864.144 comm. Feu.crow .16 POEM G•N C) 0 A' 6meoEN.1NQD 6Op MCO Ol IOLI 10 4& .816 sraNssa, IDI•d Al -APP. co scores. A1PMc ~mu ' B.R.*4HMSMNDG'D CORM SS ®lee id' OE. 117,W. /14. e Se0noNH .0 . B• aa ii�81ON ,-1 1 4. qP atimirt 4 cease 6'TOP w 9 TIH6 ® Is' OC. 0•o3 WiP. 13.3:11 (NCO CDDETAIL. a° i Man PATH HJ =. GA 1. 9(oV� xs xlfoV-494 SIAN W1$O 1. PSP {. tic.. : V.. Ctt.MM. 11.:4 _;:11.1.6.Its(-f t. E.22. C7.1V]a(ot, 312 j6 Pls. c)DETAIL s II E )DETAIL 1° I t' -O° Consulting [fwelnsers Iwc. Pad Morning. ning. W..ot 2 6n01novrtn0 Ipotbtla. .n r.,.a ..w. W.... girl maim] .3-u11 4°,2'40'00 Rra4e4ea NTH (MS •e 234° =316' Sof. t. Tr • lo'. (0.34 4 . 119413 V. I.t3 ..6 . a',....'J6,2.. 111 244C:64e0-0.02- 4 _ 14+ A. se L.Tz a IL°. 14.' CQA .44...) Dr,.t ¢ 14164A _` let i._w 110 P ' 80 LT r 003E 440 DOLL. G° F k 0017$ 46 • rwae.4 too . (3 4' 6(+1.00, hROt$•1 ,6• /. / It,} / - o 11-,1 .4. 711 4 413 aEls.. . IL... rrt. n8 4 :1 Ter Stow. .cop... aTwt. 4_00/+°e 11.3. 1: ,'.0' 0.6. 3 D TAIL DET. 8/4'1 1'-O" (()DET. 8/4':1'C" ELEVATION tor L 1'.0' 44DETAIL A : REVISION BY ARCO W : REVISION BY B.C.E. • 8'.1140° DET. (9)DET. 1/2'1-0' f00TIEG I. TNT 07088 WILL (888188 T8L SI031 AND POLY COMMUTE MITE ASCBOH WETS. LAMPS AND BALLASTS: 608T0AC- TOR =ALL INSTALL SANS AND SUPPLY ALL MATERIALS POA COMPLYT8 INSTALLATION. SIGN BEALL DR IN8- TALLSD IP A LEVEL 608ITION SMD 788 7018 DULL US PLOIG EBT. 2. ALL CONCRETE BEALL 8AVB A CONPSSS8IV8 558800!8 OF 3000 PSI AT 28 DAYS. ALL REIY(08CI00 8X88 GULL 606(080 311,8 ASSN A-618 GRADS 40. 110 PORUS BEALL DS OSSA SELOM GRADS. CONCUSS' BEALL SII POURED *480857 UNDISTURBED VIRO13 SOIL. COSTUMES IUD- • 60CTI011.15 NOT R80OIR28. 3. POLES ARB 5307 PRIRBD. 081188 MILL PO88I83 COY - FLUTE PAINT 6PSCI(ICATIONB POR PAINT110 788 POL8. 4. POB ACTUAL RON. BI88 O( CONDUIT ASD KMmffi OP '• MIRES - 888 YARD PLAN. LOCATE CONOLYT ASO COX. DOLT AT TKR SIDS OF SES SASS PARSERS, PROD TRAFFIC. B. (ISLA MELDING BEALL BE DONS BY A CERTIPI80 021380. r.I0281W8 LOAD81 ' ARCO. SIGN - APPs.162m este) - 6.0 • LAMPS - (61 72' T 12 SI03 OUTPUT/60GS DEITY BALLOST8 - CAT 0250-1472 .OBE !IUM DELAY SSLAT JEFFERSON (OR 800174 931 -PS• {3Ly • 8878 (e m ONLY) - 6.0 LAPPS - (01 726 T 12 SI08 OUTPUT/SICK 118678 BALLASTS - CAT 0239-0473 0102 TIPS DELAY REL.AT P}l J}.17GEPNP8JBABCOBN (OR EQUAL) • APP8• 0817)8- 214 PAEIPOP LAMPS - -- (4) P 60 T 12 Bim OUTPUT/COOL UNITE astutely - (1) ADVANCY 044-3 40 ODE.TAIL 1 11/3'111.0' i X92421 646 •ARCO. SIGN 646 'AN -PA. SIGN ' •110146• 708:61023 (31 TOTAL SIGN AREA' 46.0 oq. It. 46.0 oq. It. 60.0 oq. It.. 152.0 .4. rt. 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Y.r..m.t,v. :4-1:1•1:14‘CI, }Sti jttilJ.6.-tr 7.1 (.tr 3 LA. f(.CR. . CD IP G7.NAt- . t.64 741110413, 8 CORNER i m GAS x 00 0* 0,9) . 90 of '00 0108 e-N'A Me0T' r 080.7 .9080 098 x MOO e SEM "0 IAB O •' Y W({' 8.R IyyT3v (.78It0 8.9 )4 17,448 PEI M114,1613/.0X443 1:11111a Ox. re N5Pecr1ON 10 3 •1658 1' 1' • 1 9.6 T 1118 7119 CfarT= p018, SEIB DRASI80 I8 TO 8808 GRAPHIC LAYOUT ONLY. 086 APPROVED FINAL ARTMOR' POR PRODUCTION 0( SIGN (ACE. AIRCOo Pe r©Oeum co 0 1 09//3/$8 DATE R E V 1 81 0 84 8 -SIGN"-81C8" ... -446 •AKXp•..8100 •PRICE• p00 8Im8 • S00 poundo S00 poundo 423 poundo REOPAW N REVISEDAt.17 AVM 191:9041411014 TO ELEVATION, • DETNL.S t, 9, 4 4 9. &DO 0..6.40.01 - K• -f•• LAVA, SIGN PM' 379 PAC. t 41 ❑ . 11 4 *Y. 4 . 1 3. , 1 I t`- I.': . i t a .d _, r -r 'SC(�y Rr: `tS L� lis Y II. �- - .t.., •, 9Q l3�tlat 4( / .;M iea 1v e MISS !MOOR :7lIIlVffima. , 4I LeiNUetvariutstWat at*. sap *a .',OD artauAT?.taLaw. asam, rat wa CP etthliraNreetalMIMUAZ Ilt MICO AIMM MD, t 001RC sou 111/1111114 11* 80. PUCKS 1►CL ikeisis Idyl e�1f. 1 , A 814 K. tOl4'1•1 CIA l 'MIX 4* aTK. M4QT M. 1[• SAf1tARY QtId101.13. ADJUST t1M TO /11140 01144 401* 4*11. M COUCT� PPM lli1f_'1O floe WA;T I :Yu-Lg.- t44.4 Fai+ GD /� ltr4rl btt11110°1N warm Ma. 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MOPO*CD Ct14 444 CO4C1tCTC 1•.43/44 040POIC0 MP**. 4 C01MXT( MTV* SA*440*1 }MA ...,m 4:_a . 344 Ma *OUT. ltd. • 1Y13.40t10 *041* Ut .01.3..,- .•.erW.w..011./ 3.0*1 A ITOnn 4J4A% 11 - 0114114 044,4•640 10080 114 e 4441214 41•111.34 1mMetb yY-1113 n4q04 -:)+4))441 UTILITY CONTACT LIST 4t1114 101. LA M*Tt3.104 vm.4 pita N ia 40.0 44 4 4 1(0441*14331404 110 4131) 1• 3331 •*ICP 411. 4111* KA11M I • Att eL{08 T11 CC l T*O. 410 433744%.41 j,3.4 147 "TION 448 FREE-STANDING SIGN 182 S.F. 0'1 ER FACE 1Oat M *AYt43.1.7 NM` , 4 11017 EXISTING INTERNALLY ILLUMINATED FASCIA TO BE REMOVED (SIGN B) 1 EXISTING WALL REMAIN ¢ OF SIGN, DOOR & RAMP T 7 - � I I I CI D I I \ \\ EXIS1ING WILL TO REMAIN FRONT OEXISTING BUILDING ELEVATION (DIAMOND) SCALE: 1/4" . 1'-0" WF FIXTURE NEW FASCIA (SIGN A) tads ' Pa& S Avreoca 6 10601 baa OF SIGN, DOOR & RAMP WF FIXTURE 1 FRONT OREMODELED BUILDING ELEVATION (DIAMOND) SCALE: 1/4"-1'-0" • ACRYLIC WITH SILVER JEWELITE WF LIGHTING (NS / FS ) 8Y SIGN MFGR. ACRYLIC W/ NEO -UTE TRIMCAP ACM (SILVER) (N) TOP COVER (E) CONTINUOUS METAL FLASHING \/ (E) SKIN PANEL1 TO R / \ r EXISTING STRUCTURE TO REMAIN X 1'-2 1/2" 9 O SECTION Q NEW SIGN SCALE: I'.1' (N) WHITE BOTTOM COVER WF FIXTURE BY SIGN MFGR. (N) TOP COVER (E) CONTINUOUS METAL FLASHING 0 PRE- FINISHED -N ACM PANEL \ \/ (E) SIGN! PANEL 7\TN 1-1/2" (N) WHITE BOTTOM COVER EXISTING STRUCTURE TO REMAIN EXISTING WALL cpSECTION p ACM FASCIA SCALE: 1".1'-0" O3 ELEVATION 61 FASCIA SCALE 1 •.1'-O' SCOPE OF WORK 1. EXISTING INTERNALLY, ILLUMINATED FASCIA COVERED WITH NEW ACM PANELS WITH GRAPHICS AND NEW INTERNALLY ILLUMINATED CHANNEL LETTER STYLE AM/PM SIGN ON OPAOUE SILVER BACKGROUND. 2. NEW FASCIA TO BE EXTERNALLY ILLUMINATED WITH CONTINUOUS FLUORESCENT FIXTURE (W/F) 3. REFER TO MADISON INDUSTRIES DRAWINGS FOR ATTACHMENT INFORMATION. 4. redtko5S0 Mb QI WOS ly.cxx sw7(ot sc04 lam® Szabo AI® .,etc &, WA PAL 'ftbWatto PAINT + COLOR SPECIFICATIONS: 0000000 STANDARD SILVER METALLIC BY RJ REYNOLDS -PMS 877 C ARCO BLUE- (3M VSO 7550) PMS BLUE 072 C ARCO RED - (3M VSO 7623) PMS RED 032 C ARCO ORANGE - (3M VSO 5818) PMS 021 C 3M GRAY METALLIC 3650-221 3M PEARL CRAY 7725-11 ARCO SILVER (3M VSO 7551) PMS 877 C W/0 BLOCKOUT ADHESIVE 7'-1 9/16' 5'-1 9/16' [IDEUI O~ NEW SIGN 'A' 28.52 S.F. SCALE. I/2"1'. -0 - SIGN AREA CALCULATIONS SIGN (NEW) SIGN A - FRONT SIGN SIGN (EXISTING) SIGN 8 - FRONT SIGN QUANTITY + 1 - 1 ILLUMINATED AREA/SIGN TOTAL AREA YES 28.52 S.F. + 28.52 S.F. YES 48.0 S.F. - 48.00 S.F. TOTAL CHANGE IN SIGNAGE: -19.48 S.F. NOTE SCALE NOTED IS FOR 24" X 36' DRAWING 11" X 17" DRAWING NOT TO SCALE .0. _` 'i O W m02 a.i tZR 0 a) 1 -0� Q � I N o U • •Q)(0 Y3 N (0 O D o M L co N O C CC tri U TriE ^^� LL W U co coen 1.3 ■ co0 W C' O t1 � m DIf a • Vim/ p co Stun W u tp 1:71 w` t u o Q l mo RECEIVED MAY 141999 COMMUNITY DEVELOPMENT master release dale NO. DATE REVISIONS PROJECT RELEASE P.\SnSKPRAI\6360\ARCHITECTURAL\RLV-SFATTIF\MA-FIAnwe rinln/Time: nt/nA/tune ,a.•n e.-, r_An . ISSUED FOR PIAN CHECK BID RELEASE CONST. RELEASE AS -BUILT proj. rare. drown by CAD project / facility Pre '98 Dia. sheet / file 1 of (N) WE MCKI 1G SHOP APPLIED WM. Olv (2) 112 SAL SCREWS 0 12• oc (NO (N) •AGC FASCIA (E) SEN CAN — v/ PANARD I FACE (N) 20 GA WH111 BOTTOM COYER BT3 1 1/2• 112 S.M. SMITS 0 24• o.t. (MAX) (N) 16ge. CNV. TOP COYER FASTEN v/ 112 1EK SCREWS INTO 4124 CAN WHERE APREAaL TCI PAIR OF 112 SX. SC18E (TOP & BOTTOM 0 G ZEE) TO COSTING 11AT CMAIDE S (TR) (E) BUDS% 1'-0• (6) 'AGC FASCIA L 4 SECTION SOLE 1 1/2•.1•-0• 112 SAL SCREWS 0 24• o.c. (060) OH SICTT CAN FRONT ELEVATION / (N) 20 G WWII BORON OWER (N)111 t1GR 8 I/4 SECTION SCALE: 1 1/2••I' -O• 1112 S.N. SCREWS 0 24• o.c Nu) (N) 16go. CALV. TOP COYER FASTEN v/ 112 TM SCREWS 0110 SD CAN WHINE APPl10ABL PAM OF 112 S.M. SEREVR (TOP & 807006 0 FA ZEE) TO E105= RIO CHANNELS ANO 5X2! (MI 7—(E) MUM EXTET. BLDG t0E EXIST. SIGN CAN LINE 112 SX SCREW'S•NE, FASCIA LK 0 I4• a.c (6AX) NEW WF UCIRWC 101E -� DUSTING BLDG. • LAYOUT PLAN I"1PP MIH1 NO. ARCO PRODUCTS COMPANY MASTER REVISIONS 0 q �q• •� `t (0 V a) O o • co m0 2) 0) < MTd • U a) E c as J LV .oziU C) LL O) m -0m-% W RECEIVED MAY 141999 COMMUNITY DEVELOPMENT master releose dole NO. DATE REVISIONS PROJECT RELEASE ISSUED FOR PUN CHECK BID RELEASE CONST. RELEASE AS -BUILT proj. exe. drown by CAD project / facility Pre '98 Dia. sheet / file 2 of P:\SCSKPROJ\6J60\ARCHITECTURAL\REV—SEATTLE\DN—f2AOWG Dole/Time: 05/05/1999 07:56 Seale: 1-e dnno.onj Xr.le: