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HomeMy WebLinkAboutPermit S02-058 - GRAND CENTRAL CASINOGRAND CENTRAL CASINO 14040 INTERURBAN AV S P -SIGN S02-058 SITE INSPECTION (PLANNING) File No. S02-058 Name of Tenant: Grand Central Casino Sign Address: 14060 Interurban Ave S Date Photo Taken: 05/08/03 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 0002800004 Address: 14040 INTERURBAN AV S TUKW Suite No: Permit Number: S02-058 Issue Date: 11/14/2002 Permit Expires On: 05/14/2003 Business Name: GRAND CENTRAL CASINO Address: 14040 INTERURBAN AVE S, Property Owner: Name: EVERGREEN ENTERTAINMENT COR Address: 14060 INTERURBAN AVE S Contact Person: Name: KEVIN WELLS Address: 1605 NE FORBES ROAD Contractor: Name: CARLSON SIGN CO Address: PO BOX 524 Phone: 206 244-4975 Phone: Phone: 541 382-2182 Phone: 541-382-2182 DESCRIPTION OF WORK: Reader board insert (77.2 sf) in existing freestanding sign Fees Collected: $100.00 Zoning: C/LI Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 418 0 Building Height (feet): 25 0 Sign Size (sq. feet): 7.2 0 Sign Height (feet and inches): 16' 6" 0' 0" Setback (feet): 6.5 0 Number of Sign Faces: 2 0 1 Planning Division Authorized Signature:Date: \��— I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: Permsian S02-058 Printed: 11-13-2002 PI$JIL$O City of Tukwila aff: Minnie Dhaliwal 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 tel: 206 - 431- 3670 RECEIVE NOV 01 2002 COMMUNITY DEVELOPMENT Re: Grand Central Casino Freestanding Sign Readerboard Permit Dear Minnie: 10/29/2002 Per our conversation, Evergreen Entertainment, owners of the Grand Central Casino at 14040 Interurban Ave. South in Tukwila, has contracted with us to manufacture and install an internally lit readerboard cabinet @ 26 sq. ft. to insert into the existing opening in their freestanding sign. They have asked us to submit the needed permit form and would like you to approve it so that the sign can be completed and used as originally intended to promote their business. As we discussed, Evergreen Entertainment is aware that Sign -O -Lite has submitted a sign permit application to the City of Tukwila requesting approval of a full -animation message center to be inserted into the existing street sign. Evergreen Entertainment would like our permit application to be processed first so that they can proceed immediately with advertisement of their business. Then, in the event that the permit for the full animation message center is ultimately approved, it will replace the standard readerboard that we are installing presently. We would like to thank you in advance for your anticipated help with this project. Sincerely, Carlson Sign Company Kevin Wells, Sales Manager IRO. Box 524 Bend, Oregon 97709 1605 RIeE. Forbes Road, Bend, Oregon 97701 v. sft�.►��i►�-,- �--fA- 7L r -4f- C!ty of kwi/a ; PERMIT NO: Departrnent. of;.Community Development: 6300','Southcenter Boulevard, Sulte100: Tukwila;! Washington 981.88... (206) 431-3670. Please.print. 1 `l8%tg �r Ct.si i ° 0_44;k4 . ifora' ,kw; (a .BusIness Name Address ofSign Applicant/Contact Ccr/S e+% 4. � ea, Address,.Clly, State, Zip • CAR LSS CC cjgl S'S rlsSr Coy /651 0,o"rdlf r' 4OR ?7 r Contractor Z+h, rens, I9' ale, Zip , . ❑ Separate application required for.each sign proposed •❑ • 3 sets of plans (dimensioned and•scaled), Including,site plan showing: • Properly lines • Streets • Buildings • Locations of all existing and proposed signs ❑ Sign elevations with,area calculallons and dimensions • ❑ Building elevations (for wall signs). .0 Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's 'license ❑ $50 application lee per sign, or 50 cents per sq. ft.,.. whichever Is greater:, See back of forth for exam • les 2o(-2'/y-I/q�� Phone. .53/13ga 82 - Phone. syr- ez Phone Is yourslgn. a:. 14104; i,�t �j6 - * /s 4 .4-0y Freestanding sign 15 or more feel In height ❑ Pole sign with face 30 square feel or more In'area. ❑ Wall. sign weighing 400 pounds or more • If any of the above are true,. the appllcatlon must go' . through structural review:• STRUCTURAL REVIEW.CHECKLIST: [1.$84 for structural review (If actual cost to the City Is greater, you will be billed when you pick up your permll)::;'• , ❑. Construction detalis. 10 describe the proposed foundatlon•11 or wall attachments .(see•back of form for examples) • ❑ Slruclural calculations for the sign shall be prepared.by a: Washington State structural engineer' SIGN DESCRIPTION. Is the sign: Internally lit ❑ Externally tit ❑ Not ill Does the sign face residential zones or public faculties?. ❑ Yes •ErNo Exposed neon tubing Is •not.allowed within 200 feet of CDR,- MDR DR,-MDR or HDR zones. Dld b llding go through design review? IV -Yes 0 No Including this sign, how many signs will list this business? Freestanding cre‘t...- Wall WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feel Wall sign size: . square feet Does wall sign weigh more than 400 pounds? ❑ Yes ❑ No If the sign weighs inoro than 400'pounds It requires structural review.. See checklist for additional information required. FREESTANDING: SIGN: • Street frontage of the entire premises where the sign will be located: / g feet' 'Generally, only one freestanding slgn.ls allowed per premises. Size of sign face: /.,... square feel / • • Structural revlow is required for pole signs with faces 30. square feet or more In area, (see checklist for additional • information required). r Number of sign faces 2 (Pr. -4- -4 be -4-1‘) Height of building: Z . feel Generally, signs may not be higher than the building with •,.which (hey areass'oclated, / rf Sign height:`. l/ feet . 6 Inches Structural review Is required for signs 16 feet or more In. height, (see checklist for additional information required).. Distance from closest edge of sign to properly lines: /6' ii. feel benerally, signs must be setback from all property lines a distance equal to their height. INSPECTIONS If,the sign needs structural review, the applicant or installer Is required Id call the;Bullding Division at'431-3670 for footing or bracket Inspections. Footing Inspecllons.must take place before concrete Is poured. Bracket inspections must lake place before slgnis Installed. A structural inspection is required for all signs'when lnstallallon. Is complete. Tlie applicant or installer Is required to call the Planning .. ,Division al '431-3670 for a final inspection. • II Is the responsibility of the installer to oblaln the electrical permit. and Inspections from the Washington Stale Department of Labor • and Industries at (200) 240-6630. . SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me Is.Irue end correct under penally o1 perlury by law In the Slate of Washinglon, and that: , . the applicable requkements 01 the City of Tukwila will be met. OC/ 028o20dZ a�� _ fJwl t'o Dela ( Ignalure of owner or author zed agent) Zoning: C._ / L_ " .5y/- 3 - 2( 82- • phone. Planning review by:'ik O Dented, Q issued 0 Issued with conditions`. Structural review required? 0 Yes 0 No. Structural review by: O Dented ❑..',Approved: Acivallime spent to review Additional charges for time; over 2 hours 0 Approved will► conditions Comments or Condiiions: 0( atura,1 1 yr . K DATE: November 2001 ENGINEERING. INC. a STRUCTURAL 1)).. CALCULATIONS �� ok FOR GRAND CENTRAL CASINO SIGN LOCATED AT: TUKWILA, WASHINGTON CLIENT: CARLSON SIGN BEND, OREGON STRUCTURAL CALCULATION IN ACCORDANCE WITH CURRENT UBC AND AMENDMENTS 20380 HALFWAY RD., SUITEA BEND, OREGON 97701 Ph; (541) 317-2939 FAX; (541) 317-2940 STRUCTURAL SPECIFICA"CIONS GENERAL: ALL METHODS, HODS, MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS, THE CURRENT EDITION OF TrE (CABG), AND CURRENT CABO STANDARDS, AS AMENDED AND ADOPTED BY THE LOCAL GOVERNING BUILDING CODE AUTHORITY. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. CALL DISCREPANCIES TO THE ATTENTION OF THE OWNER AND RESOLVE BEFORE PROCEEDING WITH THE WORK. DETAILS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCT 1) SIMILAR TO DETAILS SHOWN FOR RESPECTIVE MATERIALS AND SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE OWNER SUBMITSHOP DRAWINGS OF ALL FABRICATED STRUCTURAL ITEMS FOR REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION, INCLUDING: REINFORCING S 1E.IrL, STRUCTURAL AND MISCELLANEOUS S 1 E L, PREFABRICATED. TRUSSES AND STEEL MANUFACTURERS SHALL SUBMIT 5 SETS OF DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL OR CIVIL ENGINEER REGISTERED IN THE STATE OF OREGON. DESIGN CRITERIA: DEAD LOADS ACTUAL WT,ID LOADS BASIC WIND SPEED =40 MPH, EXPOSURE "8", SIESMIC ZONE 3 AS PER U.B.C. EARTHWORK 1. FOI JNDATIONS: ALLOWABLE SOIL BEARING PRESSURE: 1500 P.S.F. (ASSUMED) 1-1/3 INCREASE ALLOWED FOR LOADS FROM WIND OR SEISMIC ORIGIN. SEE SOILS REPORT FOR RETAINING WALL DESIGN LOAD AND SOIL CAPACITIES. ALL FOOTING SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACK'. AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH "STRUCTURAL BACKFILL" OR LEAN CONCRETE (Pc=2000 psi). "STRUCTURAL BACKFILL" SHALL CONSIST OF APPROVED WELL -GRADED BACKFII.L MATERIAL, WITH MAXIMUM SIZE OF ROCK = 4'. FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MA 11 Y.1t IS NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557-78. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION 1D AVOID DAMAGE TO B • IOD LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRIITEN INSTRUCTIONS FROM THE OWNER. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING S 1 irtL PROVIDE DRAINAGE AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS. GRADING: SUB -GRADE PREPARATION: COMPACT TOP 6 INCHES OF EXPOSED SUB -GRADE AT OPTIMUM MOISTURE CONTENT TO 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. IF ANY SOFT OR LOOSE SUB -GRADE MATERIALS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH COMPAL1k.0 SITE FILL IF PROPER COMPACTION OF THE SUB -GRADE IS IMPRACTICAL BECAUSE OF EXCESSIVE MOISTURE, OVER EXCAVATE AND REPLACE WITH A SUFFICIENT THICKNESS (NOT LESS THAN 12') OF 2 INCH -MINUS WASHED ROCKFILL TO PROVIDE A FIRM WORK SURFACE. ALL SUBGRADE ELEVATIONS TO 13E W1TI IIN +/- 0.1 FOOT OF TI IAT SPECIFIED. BASE COURSE: PROVIDE A FINAL COURSE TO DEPTH AS PER PIANS (6 INCHES MINIMUM). OF 3/4 NCH -MINUS ROAD MIS. AGGREGATE COMPACTED TO 90 PERCENT OF MAXIMUM DRY DENSITY AS D 7• 11 OD BY ASTM D-1557. BASE - COURSE GRADING REQ r • ID SHALL BE AS FOLLOWS: 100% PASSING 1' SIEVE; 90.100% PASSING 3/4 SIEVE; 40- 65% PASSING x4 SIEVE; 30-50".: PASSING A 38 SIEVE; 3-8% PASSING A #200 SIEVE. • CONCRETE: • THE SELECTION OF MATERIALS FOR, ANT) THE MIXING AND PLACING OF AI.I. CONCRETE SHALL CONFORM TC) THE REQUIREMENTS OF THE CURR- T U.B.C. MAXIMUM SIZE OF AGGREGATE SHALL BE 1 1/Y. THE CEMENT CONTENT AND MAXIMUM SLUMP SHALL BE AS SHOWN BELOW FOR INDICATED CONCRETE STRENGTHS (Pc), UNLESS ALTERNATE MIX DESIGNS ARE SUBMITTED BY THE CONCRETE SUPPLIER AND APPROVED BY THE OWNER SUCH MIX DESIGNS MUST BE SUBSTANTIATED BY STRENGTH DATA FROM TRIAL BATCHES OR FIELD E.XPERIFNCE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS IF REQUIRED. MINIMUM 28 -DAY MINIMUM SACKS OF CEMENT MAXIMUM LOCATION STRENGTH Pc PER CUBIC YARD OF CONCRETE SLUMP • ALL CONC. 3000 5 1/2 4" EXCEPT AS NO SPECIAL LNSP. REQUIRED NOTED ALL CONCRETE EXPOSED TO EARTH OR WEATHER SHALL CONTAIN AN ACCEPTABLE AIR ENTRAINING AGENT, CONFORMING TO ASTM SPECIFICATION C-260, TO ATTAIN 4% TO 6% ENTRAINED AIR BY VOLUME. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND E:CCESSIVE COLD OR HOT TTZvIPERATURES FOR AT LEAST 7 DAYS, . N ACCORDANCE WITH ACI 301. NO ALUMINUM (CONDUIT, MISC a OUS ITEMS, ETC.) SHALL BE EMBEDDED N ANY CONCRETE. COLD WEATHER PLACING: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH WHICH COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES, IN COMPLIANCE WITH ACI 306. DO NOT USE FROM:N MATERIALS OR MATERIALS CONTAINLNG ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZE' SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. HOT WEA 113' PLACING: WHEN HOT WEATI-TER CONDITIONS EXIST (90 DEGREES FAI r la AND ABOVE) WHICH WOULD SERIOUSLY IMPAIR THE QUALITY AND STRENGTH OF CONCRETE, PLACE THE CONCRETE IN ACCORDANCE WITH ACI 30SR. METALS: REINFORCING S II,EL (MASONRY AND CONCRETE): REINFORCEIv1ENN1' SHALL CONFORM TO ASTM A.615, GRADE 60. DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE 24 BAR DIAMETERS, 24' MINIMUM FOR CONCRETE: 48 BAR DIAMETERS, SUPPORT ALL REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. WELDED WIRE FABRIC: CONFORM TO ASTM A-82 AND A-185. LAP ONE FULL ,MESH ON SIDES AND ENDS. PLACE AT MID -DEPTH OF SLAB UNLESS SHOWN OTHERWISE STRUCTURAL STEEL. CONFORM TO THE LATEST EDMON OF THE 'RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' SHOP PAM AFTER FABRICATIONS WITH AN APPROVED PRIMER (SEE PAINTING SPECIFICATION). GALVANIZE • v' FABRICATION ALL MISCELLANEOUS STEEL. SPECIFICALLY CALLED TO BE GALVANIZED ON PLANS. STEEL SHAPES AND PLATES: ASTM A-36 (Fr-36KSI) or ASTM A-572 (Fv =50 KSI) STEEL STRUCTURAL TUBING: ASTM A-500, GRADE B (Fr46 KSI) STRUCTURAL STEEL PIPES: ASTM A-53. GRADE B (FY35 KSI) MACHINE BOLTS AND ANCHOR BOLTS: ASTM A-307 DRILLED IN CONCRETE ANCHORS OR EXPANSION BOLTS: 'Inn' FASTENERS OR APPROVED EQUAL UNLESS NOTED OTT {ER WISE ON DRAWINGS. EMBED BOLT INTO CONCRETE OR GROUTED MASONRY SEVEI DIAMETERS MINIMUM. 1 raft r. cc CT rnu.V n -R rT'T? uncr. WELDING: ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARDS FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ALL WELDS SHALL BE DONE BY CERTIFIED WELDERS, USING E70 ELECTRODES, AND 3/16" MINIMUM SIZE UNLESS NOTED OTHERWISE. NO WELDING OF REINFORCING S IEEL SHALL BE DONE WITHOUT SPECIFIC APPROVAL OF THE ENGINEER. WHEN APPROVED a . REINFORCING STEEL IN ACCORDANCE W1TI•I TI iZ AMERICAN WELDING SOCIETY'S "REINFORCING STEEL WELDING CODE". IN NO CASE WILL A WELD BE MADE WTI EUN 6 BAR DIAMETERS OF A "COLD BEND." SPECIAL INSPECTORS SHALL BE PROVIDED DURING ALL STRUCTURAL FIELD WELDING INCLUDING THE WELDING OF REINFORCING S i EEL. (UBC) EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR. THE PARTICULAR OPERATION. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PROJECT NAME AND ADDRESS (UBC). • ENGINEERING. INC. PROJECT 110 SHEET: C OF PROJECT NAME: ,e-A)41D L25/4724L LOCATION: 7IV/LA ) 14.41- • BY: _PAD DATE. D1d'IL 217th rI I I eizo 0 HRH 5104cfne.•_iEniel_ Wi4ID e_Rtz_zed4.4 I 1- 2, * / 'Pr . I I Q____;,s•iu czNe---Fzt - Pipe._g_rzopee-rfe• 4- LHii .1 mr:.. • .• J6' .517_13 . ! 1 1 i 1/Zeobit- / ; 2)4 eji4)!3_4adW ti132I i I 1 • PLAN VIEW • PIPE COLUMN AS PER 7— EL Evis.-r c' jai CONTINUOUS FULL HEIGHT PAINTED AS PER OWNER RING PLATE I'x WITH I" LIP OVER LOWER PIPE RIN6 PLATE IN 1041TH I' LIP OVER LOVER PIPE N 4 2 M/4' ' CAP PLATE 5/8' CUT FIT INTO LOWER PIPE COLUMN M/4' PIPE COLUMN A5 PER CONTINUOUS FULL 44EI6HT PAINTED AS PER OWNER SIGN SPLICE DETAIL ELEV. VIEW • PIPE COLUMNS AS PER • 7 cON NTINJOUS RILL EE16HT PAINTED AS PER OWNER POSTS AND 5I6N TO MATCH ELEV. VIEW SIGN SPLICE DETAIL PLAN VIEW COLUMN SPLICE DETAIL N.T.S. E.►ernol Olomerer Inches •,s Inc es W.Iph. Sch.dul. .eflen Lbs per Ft. Nynlb.r duluo ReslstIng Moment hi Foot Pounds Grad. A crud. 8 18,000 s 27,000 Stress Streit, 2 3%S • 154 3.65 40 .5606 840 1,280 2 7.'y .203 5.79 40 1.064 1,596 2,39.4 3 1,•'2 .216 7.57 40 1.7241- 2,586 3,879 4 .226 9.11' 40• 2.3939 3.590 5,385 4 1/2 .163 9.64 2.629 3,944 5,9I6 4 1/2 .237 10.79 40 3.2145 4,821 7,231 4 1/2 .337 14.98 80 4.2713 6,407 9,610 •' 5 9/16 . 188 10.76 4.1161 6,174 9,261 5 9/16 .258 14.61 40 5.45- 5,173 12,262- 5.9/16 .375 _20.78 SO -7.43 11,145 16,717 6 5/8 .188 12.89 5'.9351 8,902 13,353 6 5/9 .219 14.97 6.8261 10,239 15,358 6 5/5 .25 17.02 30 7.8905 11,536 17,304 6 5/8 .28' 18.97 40 8:4958 12,744 19,118 6 5/8 .375 25.03 10.89 18,339 24,509 • 6 5/b. .432 28.57 80 12.224 18,335 • 27,502 8 5/8 .158 16:90 10.261. 15,39I 23,086 8 5/8 .219 19.64 11.841 17,761 26,841 8 5/4 .25 22.36 20 13.385 20,077 30,115 ' 8 5/8 .277 24.7 30 14.69% 22,036 83,054 • 8 5/9 .322 • 28.55. 40• 18.809 25,214 37,821 . 8 6/9 .375 33.04• 19.21 28,821 43,231 8 5/8 .50 43.39 80 24.514 36,771 55,156 10 314 .188 21.15 18.18 24,250 36,875 10 3/1 .219 24.6 • . 18.675 28,013 42,019k 10 3/4 .25 28.04' 20 21.156. 31,734 47,601 .10 3/4 .279 31.2 r 23.418 35,127 52,890.. 10 3/4 .307• 34.24 30 . 25.566 ' 38,349 67,523 • �"' 10 3/4 .365 40.48 . 40 29.904. 44,858 87,284 ' '10 3/4 .50 54.74 60 39.433 59,150 88,725 12 3/4 .188 25.22 22.9 34;485 51,727 • 12 3/4 .219 29.27 .'28.524 39,786 59,679 • 12 3/4 .25 • 33.37 20' 30.09 45,135 67,703 .• 12 3/4 .281 37.45 33.602 50,403 751604 ' 12 3/4 .312 41.51 37.06 55,590 83,385 • 12 3/4 .330 43.77 30 38.973 58,460 87,690 12 3/4 .375 '49.56 43.817 65,726 98,669 • 12 3/4 .408 53.52 40 47.07 70,984 105,491 ' 12 3/4 .50 65.41 • ' 56.713 85,070•. 127,606 14 .25 36.71 10 66.471 54,707 82,060 • 14• .312 45.'88 • 20 ' 44.97 67,489 • 101,207 ' 14 .375 54.56 ' 30 : 53.251 • 79,877 149,815 • 14 .438 63.37 81.29 91,939 137,008 ' 14 .50 72.09 69.108 103,662 155,495 •' 18. .25 42.05 10 ' 47:959 71,937 107,905 16 .312 52.38 59.25 88,888 183,302 18 .375 62.57 30 70.261' 105,391 158,086 16 .438 72.72 • . 81.01 121,512 182'468 16 .50 82.77 40 91.493 137,289 205,858 18 .25_ • 47.39 10 61.02 91,523 137,284 18 .312 59.03 • 20 75.48 113,212 169,818 18 .375 70.58 • 89.628 134,439 201,658 , 18 .50 93.45 117.02 175,528' 263,292 20 .25 52.73 10 75.64 ' 113,465 I70,197 20 .312 65.71 93.67 I40,502 210,753 20 • .375 . • 78.59 20 111.35 167,021 250,531 2n . 50 ' 104.13 • 30 145.89 218,530 327,795 •= 24 .25 • '' 6,3.41 10 109.61 164,418 248,827 .' 1 .81'2 79.00 135.94 203,917 305,875 21 .375 94.01 20 161.86 242,787 384,180 24 .50 125.49 212.45 318,689 478,003 ;MPEKs:+t. PIPE & SUPPLY "'� c ti .L1.."' hLvn TEL. (213) 'l6E•417! • LOS ANGELES, CALIF. 9002E : • ENGINEERING. INC. PROJECT R:1 SHEET: 91 OF PROJECT NAME: LOCATION: BY: DATE: ; -r- • 1 : •; . 1.___.13 jee I De' __1•1 ''1_ 2 c4,4 7'7' & ; • ; : ; ! . I 1 i L Iri,_; i -1J7cze_ --: (4i). 51/ 1 ,-(, , -1 125)T7r3s i Az5)1--( /,:i;.4),J 4.z 5)= fairZi 1 1 .4 L 1,.!!1!1.1!1 iz 5 iv: p . --,- . 4 r- / .., ..„,, _,,, 1 ___; (Z) 81751r . 10 / , a p 1 ; , 11)‘• Iiii I I IG'1_ 1 ; !;;;1 ____.1.ret27LA7.516 44 ' 1 1 ' 1 Oti.61.1PE4- PeiEL_=_!,2.304?-•-,-L_LH I 5, 2 ' ‘ • i i I I . d .777 . , . • I !. --4----- ' . 51_ :--:. • Z (74g )!C 2) Hz 0:31.fr5 I • i 1 1 . 1 !-• 7 , . , 1 1 1 I 1 , : I ; , 1 2712. , .• i , 2 , 1 : • • , , , i!;,1!1 • , 1 , ;2 i_ : ; : ! . 1 , 2 :. , i 1/7d, .7.0)c /71,.. ,01 __, ; it 714. —. 1z. 2. . , ! . ' ; ',_ : • 1 1 ; __i • H.. i ' : . ' .1 / ;. I. . i 1 • . i ; .....14..LLI• 444 /3 56 , 2.1Z, , : ; / i ' il I[ I l• I ' ! . • '''''''''.. ' , . . I 1 • ' s .. L.. . . r6._..6.1:1):--( i.1 44-1 410(,) e.pL_:i21__5,0),12-.Az --r -- 4- ii2!1. - • • • • ; r I(11)! I- b" - 17_J 044,5 1 .4!‘)..;:* , ! . . , . . .. , • ,. : . it . • : . 1 1 . 128 48" x 78" LED display = 26.0 sq.ft. Overall sign area = Iff•I(/( si* .1L.00 st.. P.O. Box 524 CARLSON Bend, Oregon 97709 (541) 382-2182 FAX (541) 382-2196 File Name: tukpylfinal2 Customer: Grand Central Casino Scale: 1/2" = 1' Salesperson: Kevin Wells Date: 04/17/02 IMPORTANT NOTICE This design is the exclusive property of Carlson Sign Co. Approves color, design, Date Others using this design size, and spelling will be subject to prosecution. May 29, 2002 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Kevin Wells Carlson Sign Company 1605 NE Forbes Road Bend OR 97701 Steve Lancaster, Director Merrick D. Lentz Merrick Lentz Architects 1800 136th Place NE Suite 100 Bellevue WA 98005 Re: Sign el 1t for Grand 1NLd Ccntr / C N,111 n , 14040 A0S0 i ate: urban At^u Uc South, Tukwila. Dear Mr. Wells & Mr. Lentz: Based on review of your sign permit application for the above referenced site the following information is required: 1. A portion of the freestanding sign is proposed as an LED reader board. The LED reader board must comply with Tukwila Municipal Code (TMC) 19.08.030 regulations regarding animation signage. TMC 19.08.030 defines animated sign as "any sign or portion which physically moves, including rotation or on which lettering or figures appear to move due to flashing lights. However changes in background or border lighting which occur at a rate of no more than ten times per minute and which utilize lamps of no more than 15 watts are classified as non -animated portions of a sign". Please note that the definition of animated signs draws a distinction between a change of a sign display and a border lighting/background change. A border lighting/background change is allowed as long as it meets the rate of change and illumination requirements listed above. However any changes of the sign display are considered animation and such changes are prohibited per TMC 19.28.010(3). Pursuant to TMC 19.28.010(3), animated signs are prohibited in the City of Tukwila unless specifically approved as Type 2 decision (see attached application) and subject to criteria listed under TMC 19.28.010(3). The criteria limits the message content of such signage to time, date, temperature and business hours. Please provide additional information regarding the type of changes the LED reader board will be used for. If you are proposing to use the LED reader board for just border lighting and background changes, please note the rate of change and illumination requirements noted above. Also, provide a certification from the owner or operator of the sign stating that the sign shall be operated in accordance with the City codes and the 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • owner or operator shall provide proof of such conformance upon request of the City. Also, provide a copy of the manufacturer's operating manual, which includes illumination and brightness information of the proposed sign. If any changes to the sign display are proposed, a Type 2 Special Permission permit is required and it must meet the criteria listed under TMC 19.28.010(3), which limits sign display changes to time, date, temperature and business hours. 2. Wall sign: Per TMC 19.32.140, the maximum sign area of any sign mounted on a wall with an exposed building face of 3,440 is 118 square feet. Based on the dimensions provided, the proposed sign area is 128.6 square feet. Please clarify the dimensions and the area calculation for the proposed sign and revise the drawings to meet the maximum size requirements. If you have any further questions, you can reach me at 206-431-3685. Sincerely, ``'' t ,_) Minnie Dhaliwal Associate Planner Attached: TMC 19.08.030 and 19.28.010 Type 2 -Special Permission Director application t Existing sign & support structure 7< 7i I�-71�i li�I� nlf ii ii lfli,u.i�li�li iris iris lr ii-iri _ _ z (9 O 1-k. 3 Install new 52” x 72" ;internally lit cabinet @ 20.5" overall 'depth in existing sign to provide space for 5 lines of 6" black readerboard letters. k __ P.O. Box 524 CE Bend, Oregon 97709 (541) 382-2182 FAX (541) 382-2196 File Name: tukpylfinal2 Customer: Grand Central Casino Scale: 1/2" = 1' Salesperson: Kevin Wells Date: Oct. 28, 2002 IMPORTANT NOTICE This design is the exclusive Approves color, design, /Date property of Carlson Sign Co. PPg Others using this design size, and spelling will be subject to prosecution. a•E' SE VIM{ , O 1-k. 3 Install new 52” x 72" ;internally lit cabinet @ 20.5" overall 'depth in existing sign to provide space for 5 lines of 6" black readerboard letters. k __ P.O. Box 524 CE Bend, Oregon 97709 (541) 382-2182 FAX (541) 382-2196 File Name: tukpylfinal2 Customer: Grand Central Casino Scale: 1/2" = 1' Salesperson: Kevin Wells Date: Oct. 28, 2002 IMPORTANT NOTICE This design is the exclusive Approves color, design, /Date property of Carlson Sign Co. PPg Others using this design size, and spelling will be subject to prosecution. • • • ---�_ LP!OFC 3T446t•AY1}E`rr i=�=--f-------___��---- Q* ,- OJT, 61,111:1tAl $. PAV1)16 A!O 16tTOGATS '-OF QT 1 MY� o- , --16 / ndvriai / 1, gravel parking/dumpirha area CABIN' I. N6H DTAGT gat 1 60' L.p'1 114PAGT QryROMerr LDC 40' .1Nfl[ 11561R0100R LDC ►11. t•(iJVC+; (. dl') o 't 1111 '11'1 - '.itii "'ACM • 6!' u.. I GP*A: T • •-=-flQbTiN DLDO. I TO D[' GQ17'd I� t1�Tt I • 11 `/ I _, \ \ 6' 14.111. )Ol h' TALL r f00tATOR )016' T.14.1. $ 04, 7.116111 117.061 Ill \ lll\\111` 11i �\\I\ll1l1. s.\\l\I 11\A \\11111 'MO \A \\\t\\\\\l' \\\I I\Il\ tI\1111ll'.. 1\\\ \1\1` �\l\ 111' \ 1\1 \\"\\1"1 111‘ II1111 It\\\\%\\ '1111 l\1l. 1\11\\\ll" \\1\ 1\11 ''•\1\\\\1\C 1%11\1\1 I\l\Il111? 1111 till, 11 111111\ Ill 11\ 1111(1 �l0 7� OA. -114(r26-y - T 1 r N�n Grand \' . Central Casino sib. \ \ \ \ \ \\ \\ \ \ \\ sirtkl 4.7 • 104.1.81.1511.1t21 nowt O203t MORRO( Lnrri lrsnrrEcT lERRiGIC 1800 - 1361111 Face NE, Sued 100 Bellevue, Wallington 98003 425.7473177 FAX 425.747.7149 E c i1 mlmchgirocediacoa Re•fi1R©R I A+<OfTL \icRaa n tFrz r 1711Z Cf r�s'•cra SI PROJECT NAME • • • irrN#- ("H/ 41. • • • • • • • • • • R/VERSICA CASINO • • • • • • • • • • f, A • _Tukwila, WA DRAWING TITLE SITE PLAN DATE HAY ES, 2001 DRAWN BY C.W, CHECKED BY