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HomeMy WebLinkAboutPermit S04-097 - DOLLAR RENT A CARDOLLAR RENT A CAR 15858 TIB 504-097 City of tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 2223049024 Permit Number: SO4-097 Address: 15858 TUKWILA INTERNATIONAL BL TUKW Issue Date: 12/15/2004 Suite No: Permit Expires On: 06/13/2005 Business Name: DOLLAR RENT A CAR Phone: Address: 15858 INTERNATIONAL BLVD, TUKWILA, WA Property Owner: Name: DOLLAR DEVELOPMENT CO Address: 2737 78TH AVE SE #201 Phone: Contact Person: Name: DAVE DEFRANK Phone: Address: 727 S 96TH ST Contractor: Name: HEATH NW SIGN CO Phone: 206-623-3100 Address: 727 S. 96TH ST DESCRIPTION OF WORK: RELOCATE TWO SIGNS THAT HAVE BEEN DISPLACED DUE TO RIGHT OF WAY IMPROVEMENTS BY THE CITY OF SEATAC ALONG INTERNATIONAL BLVD. CITY COUNCIL ISSUED AN ADMINSTRATIVE VARIANCE FOR THE APPROVED WORK. SEE FILE L04-052. Fees Collected: $468.00 PERMANENT SIGN: Zoning: RC Sign Type: Wall Sign #1 Wall Sian #2 Wall Sian #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 98.44 Building Height (feet): 30 30 Sign Size (sq. feet): 110.96 90 Sign Height (feet and inches): 22' 6" 25' 0" Setback (feet): 0 0 Number of Sign Faces: 2 2 Planning Division Authorized Signature: Date: l IiI° doc: Permsign SO4-097 Printed: 12-15-2004 City of �ukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 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: Permsign SO4-097 Printed: 12-15-2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMIT CONDITIONS Parcel No.: 2223049024 Permit Number: SO4-097 Address: 15858 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 12/08/2004 Tenant: DAVID DEFRANK Issue Date: 1: Special welding inspection is required for sign B. The applicant shall submit the special inspection report to the City prior to sign permit final. **continued on next page** doc: Conditions SO4-097 Printed: 12-15-2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: /c2— /lo - O� doc: Conditions SO4-097 Printed: 12-15-2004 7 - INSPECTION NO. INSPECTION RECORD Retain a copy with permit Sc4 -d 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Pr ect: Do 1111-y Z�IJ+At vi -2 Type of Inspection: S Q e_e i A-1 Ji42 Aidr� � � � �. V c, � (v < Date Calle�4:' � —© � 7 Special Instructions: Date Wanted: 3 ---) "7--p 5 a.m. p.m. Requester: _ Y</\ Phone No: SApproved per applicable codes. Il Corrections required prior to approval. COMMENTS: cLi S e e- • L -I'1 -e -,c- hL 0 TTo D co S' (.)A- A A'S So6 ...1_I�C°, n I-6- k 17� a (.a-- act le+e-C, e -4 -1's:4 -1u jd Q. i� lL t-{' ✓' or: pvvt-A-, Date: _ 3—►7--©.5 7.00 REINSPECTION FEE REQUIRE. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 00. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P Oct: V �� �"l — "/ Type of Irts�ect4 : CJ% Adcjr5 TiX...9 ` , 13 - Date Called:3 4 1 Special Ins ructions: Date Wanted: ' . O .m I Requester: Pho 1 Noc: ,cea3--3 00 l) ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit So+ -o.77 (206)431-3670 Dect.v• Id N /.wk Type o Aspection: q FOCI ;OW Address' i Rc.s? ari 1. , . Date Called: c -ti Y/05 Special Instructions: [2,f) 10 nil Date Wanted: a.m. 7 /i'sID pc.: Reque(sier: 4 Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: F d i i v S, --- i 2_ e/e,67 igp Alai -• 7-, Ai/i/pt%t, F7 A%4 / i2 - /J/J/] Inspect° _./Cd Date: s O, $58.00 REINSPECTIdN FEE EQUIRED. Por to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to sechedule reinspection. Receipt No.: Date: OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 11126 Description: Structural Steel Erection Project: Dollar Rent a Car Permit Number: Address: 15858 International Blvd, Tukwila Job Number: Client: Health NW Sign Company Client Address: KEGriv51 103, 77'6 DIEL0PMENT 05-122 727 S 96th St, Seattle Inspector and Date Remarks Rick Hardy Performed visual inspection of welding on the following; 2/28/2005 Sign post; 1 each; Southwest ring to existing 16" diameter column exterior / outer, 12" diameter column to interior ring. All welds acceptable as per AWS D1.1-2000. WABO certifications on file in contractor's office. Does Conform Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 • Duach And Display Certificate . DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY • F�''1i w''1r:1.�: ..� e:1'-. . 4'..r(( i r ., 1,a.REGISTXP I CCCIBCC#HEATHNI•981JE D 7,p5/,° FFECTIVEIDATE Y"Je' : '"o4/05T � .SHEATH NW. INC •,_ '' 727 S 96 ST SEATTLE WA 98108 RECEIVED 'DEC( 0 8 2004 COMMUNE DEI/ELOPM . • • 2-000 (8/97) • - -- Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES .:LICENSED AS PROVIDED BY LAW AS ELEC ;CONTR _ta S I GN ' 3 'CENSE ':EFFECTIVE DATE - HEATH NW ;INC 727 S• 96 ST .SEATTLE !iAIA `98108 )00 (8/97) Detach And Display Certificate 46 eflf 1908 City of Tukwila �� '6°4—‘)q—)DEC'(PERMIT NO. <*i4 Department of Community Development ®� 1004 6300 Southcenter Boulevard, SuitEb MuNIrvDATE: Tukwila, Washington 98188 LOpmEivr 206 431-3670 124 PERMANENTM-SIGN 'PERMITAPPLICATI,ON Please print 17b I I.4tz Rn -r A CA t2. 15858 Business Name Address of Sign 111C-G�3s— Phone 727 60`Z(o'+ QST 5 7f o6- 62 33 t oc Applicant/Contact Address, City, State, Zip Phone _ig IN, W. SAc-im Co. - 7z1 Sc,, QCe, sr. SG4 t� «JA 4'12 ,2010-(0233100 Contractor 1-�--rAddress, City, State, Zip Phone ❑ 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 O Building elevations (for wall signs) ❑ Supporting structure and method of illumination O One copy of valid Washington State contractor's license ❑ $100 application fee per sign See back of form for examples is our sign a: /Freestanding sign 15 or more feet in height Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: IEr $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). [•Construction details to describe the proposed foundation or wall attachments (see back of form for examples) Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding__________ Wall Did building go through design review? 0 Yes 0 No WALL SIGNS: Wall area (length x height) where the sign will be mounted? (square feet) Sign size(square feet) #1 #2 #3 #4 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: Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 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 Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. #1 0 #2 98, if,L / 304 - 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. Number of sign faces o'I S1 gr 02. '-f INSPECTIONS=:_?: ;' 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. that the applicable requirements of the City of T ila will be met. I HEREBY CERTIFY that the above information fumished by me is true and correct under penalty of perjury by law in the State of Washington, and /a-. 3- v Date 42c-e_ez.K..,.a06 - 4.2_3 c:2 a /o (Signature of owner or authonzed agent) Phone Zoning: FOR OFFICE USE ONLY Planning review by: 0 Denied 0 Issued Structural review required? 0 Yes 0 No Structural review by: 0 Denied 0 Issued with conditions 0 Approved 0 Approved with conditions RECEIVED 'DEC' 0 8 2004 DMOPM NT 03/01/2005 09:55 2067232221 OTTO ROSENAU & ASSOC PAGE 01 OTTO ROSENAU & ASSOCIATES, INC. r D'"iti� CONSTRUCTION INSPECTION REPORT 11126 Job Number:Permit Number: Pro - - :', .. r _ I 0: , . ` `r- 4 -GA- Client:N , .- -- - _ Address: fsv 10 Tar) .1 i Oita- TZ.96,01LA Address: -•5 . r4,01, ', AS Date: - 2-005 Inspector: Installation of Holdown System p1 imao.... Structural Steel Fabrication 1 Reinforcing Steel - Anchor Bolt Installation Seismic Tie Installation Structural Steel Erection I/ Epoxy -Grouted Anchor Bolts Lateral Wood Steel Decking 11111 Epoxy Grouting (Rebar) Spray -Applied Fireproofing Outer (specify) - - - r. tI -' if -- r* � '-+' L f f� f �. r f E & L ..'tL) • iii, _._=.:. ems'...,• -ro •,i 4 '., ► r _W5 ►1,(. ig.•rs ae �. '.. DF.R. • Is this a re -inspection? Original inspection date: Start Time: 12 - Finish Time: Reviewed by: 4'23 t 7 8 5 * This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. ReproductIon of this report,+l ' except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: 1NSP-63-02 (Rev 05/04) unurr ti Murr m 206 628 9506; 09/08/04 5:13PM;JX #835;Page 2/5 GROFF MURPHY. LAWYERS September 8, 2004 Via Facsimile: (206) 236-2387 James Cassan Dollar Development Company 2737 78th Avenue SL, Suite 201 Mercer Island, WA 98040 Re: SeaTac Sign Relocation Dear .lames: ' C IVEt 'DECf0 8 2004 DtCyF N Michael J. Murphy E•Mall: mmurphya^grofmurphy.com Pursuant to our telephone conversation, I ani enclosing a copy of the final signed Resolution relating to.the administrative variance for relocation of the two signs along with a copy of the City of Tukwila Permanent Sign Permit Application. It is nay understanding from my prior discussions with Tukwila staff that you simply need to submit the application along with a copy of the variance. 1 believe that the right person to tal.k to at the Department of Community Development in Tukwila is Brandon Miles. If you have any questions regarding the enclosed materials, feel free to contact me. Very truly yours, GROFF MURPHY TRACHTENBERG & EVERARD, PLIC A Michael J. Murphy Enclosures MWM:dnm )0737 0006 hi0A34109 ;IZL)I 1' Ml IIZI'11Y I It/\t..l fl I:NKIR(; I:VI:ItAltl.) II,I.�. tUr1 EAsI PINI:SIIZI:t l SIAfII.1 \4'.A:•cIIIN<,i()N. 98122 (200) 028 9500 www.gr<if tinurphy.e nm C2.))(,) 028 0506 I Ac .SSLk11l.1.. euo DLO ybub; U9/08/04 5:13PM;J x #835;Page 1/5. GROFF MURPHY TRACHTENBERG & EVERARD PLLC LAWYERS 300 East Pine Seattle, Washington 98122 (206) 628-9500 Fax: (206) 628-9506 DATE: ....September 8, 2004 • TO: James Cassan OF: Dollar Development FROM: Michael 1. Murphy 4, RE: Sign Application FAX COVER SHEET RECEIVED DEC, 81004 + DEvE loan, FAX NO.: 206-236-2387 PHONE: 206-232-1980 CLIENT/ MATTER NO: NO. OF PAGES: 5 (including cover) COMMENTS / SPECIAL INSTRUCTIONS: Time Sent • am/pm Operator: DELIVER THE FOLLOWING MATERIAL AS SOON AS POSSIBLE. PLEASE NOTIFY US IMMEDIATELY AT (206) 628-9500 IF NOT RECEIVED PROPERLY. The information contained in this facsimile message may be privileged and confidential information intended only for the use of the individual or entity named above. If you have received this communication in error, please notify us immediately and return the original message to us at the above address via the U.S. mail. may. unurr a wiunr11T 206 628 9506; 09/08/04 5:14PM;J X #835;Page 3/5 07/27/04 16:25 FAX 206 433 1833 CITY.TURK' ILA 1 002 City of Tukwila W*ibtngton Resolution Na A RESOLUTION OF THE CITY COUNCIL OF THE C]TY OF TUKWILA, WASHINGTON, ALLOWING FOR AN ADMINISTRATIVE VARIANCE TO TUKCWIYA MUNICIPAL CODE CHAPTERS 29.12 AND 19,80, ALLOWING FOR THE RELOCATION OP AN EXISTING NONCONFORMING COMMERCIAL SIGN AND THE REPLACEMENT OP A SECOND NONCONFORMING SIGN, BOTH LOCATED ATLSBSB INTERNATIONAL BOULEVARD. WHEREAS, the City of SeaTi ..Washington has dete pined that certain improvements to International Boulevard in the vicinity of South 160th. Street are naceeeary; and' WHEREAS, it has been determined that in orderto effect these improvements, it Is necessary to acquire right.of-way and relocate or replace two freestanding signs at the business known as Dollar Rent-A-Car located at 15858 International Boulevard; and WHEREAS, the signs were classified as nonconforming at the time the International Boulevard improvement commenced, and in accordance with Sections 19.12.010 and 19.30.030 of the Tukwila Municipal Code, any non -conforming sign that is relocated must be altered to allow forcontpltance; and WHEREAS, no action would be necessary except for the City of SeaTac's need for this property for a valuable public purpose; and WHEREAS, It would be contrary to public policy and cause undue financial hardship to the property owner to strictly apply Tukwila Municipal Code Chapters 19.12 and 19.30 to pre-existing signs being moved on the behest of a public agency; and WHEREAS, relocation of the signs is for the public• welfare, safety and benefit, and Is not initiated by or on behalf of the business or property owner, ' NOW THER1iFO112, TH6 QTY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: The Department of Community Development is hereby authorized to grant a permit for relocation or replacement of twp freestanding pre-eidating signs located on the western frontage and at the southwest corner of the property located at 15858 International Boulevard. The relocated/replaced signs °hall be no greater in height than the pre-existing signs. Relocation and replacement shall be by administrative 'variance to the Tukwila Municipal Code and will not be required to strictly comply with the criteria as specified in Title 19 of the Tukwila Municipal Code including, but not limited to height and setback, due to the compelling public policy reasons stated above. PASSED BY TETE CITY COUNCIL OF CITY OF TUKWIL,A, WASHINGTON, at a Special Meeting thereof this /.216 day of f) , 2004. ATTEST/AUTHENTICATED: E. Cantu, CMC, City Clerk APPROVED AS TO FORM BY: Office of ts ��'L' -,• Mon ver.... //f/A54 1 at 1 iia -H aggeriet'„ Council Presid t TvrL Jour t -rrtnjenc • Flied with the City Clerk:, f)4 Passed by the City Council Resolution Number. / 15 I •," //1'9szE'C' r 4 LOADING: DESIGN PER 2003 INTERNATIONAL BUILDING CODE (IBC) WIND: IBC 110 MPH, EXP B MAXIMUM HEIGHT (h) = (3second gust) IMPORTANCE FACTOR (1) = K1 = 0.53 (ASCE 7-02 Figure 6-4) GUST FACTOR (G) = 1(2 = 1.00 (ASCE 7-02 Figure 6-4) K3 = 1.00 (ASCE 7-02 Figure 6-4) Kz qz Kzt = 1.00 (ASCE Eqn. 6-3) 0.57 15.01 1 Kd = 0.85 (ASCE 7-02 Table 6-4) 0.62 16.32 1 Cf = 1.20 (ASCE 7-02 Figure 6-20) 0.66 17.38 1 FORCES: Height to Height to Width bottom (ft) top (ft) 17.167 20 22.5 17.167 15 20 2 0 15 Area Wind load Force Height to Moment (sq. ft.) (psf) (lbs) center (ft) (ft -lb) 42.918 17.725 760.72 21.25 16165.2 85.835 16.651 14292 17.5 25011.4. 30 15.308 459.24 7.5 3444.31 E = 2649.2 E = 44621 15.167 20 22.5 37.918 17.725 672.09 8.5835 5768.89 15.167 15 20 75.835 16.651 1262.7 8.5835 10838.5 Torsion E = 16607 SIGN POLE: (Single Pole) M = 44621 Mx = 44621 ft -Ib Fb = 0.6*Fy = 27600 psi Fy = 46000 psi S,e•d = MIFb = 19.400 Weight (DL) = 1400 Snow = 442 1842 My = 15814 Ib (estimated) Ib (based on 14" wide sign cabinet) Ib ft -Ib Try an HSS 12 x 12 x 0.25" HSS with a section modulus of 44.1 inch3 S = 44.10 in3 fbx = M/S = 12142 psi fby = 4303.1 psi T = T/(2tA) = 241 psi a = 16685 psi < 27600 psi - OK Use an HSS 12 x 12 x 0.25 sign pole Footing dimentions: B = 5 ft L = 10 ft d = 3.5 ft Torsion Lateral Bearing R=Lq/2 q=300d/2 R=300Ld/4 T=2Ry y=U6 T=2RU6 T=300L`d/12 T = 8750 Footing DL = 26250 Ib Sign DL = 1400 Ib P = 27650 Ib 22.5 ft 1 0.85 F = qz*G*Cf : F(psf) h 15.3 0 - 15 ft = 16.7 15-20 ft = 17.7 20 - 23 ft Torsion Torsion Friction T=.3(.6N)U3 T = 16590 16590 + 8750 = 25340 T = 25340 ft -lb > 16607 OK Use 5' - 0" wide x 10' - 0" long x3'-6" deep footing. e, 1.613778 ft x 6 = ey 0.571935 ft x 6 = Soil Bearing qm,=P/BL(1+6ed/L+6e,/B) P/BL = 553.00 6e,/L = 0.97 6e,/B = 0.69 1468 psf < 2000 OK q= 9.68 ft j,, 3.43 ft / �v S'-o- OSIGN ELEVATION NOT TO SCALE RECEIVED DEC 0 810041 DQE QUNITY PM N Check Stability .6DL = 16590 Ib MOT = 55830 ft -Ib (with 3.5 increase of moment arm to extend to bottom of footing) MR = 16590(10/2) = 82950 ft -lb 82950 > 55830 - OK Embed the HSS post 3' - 0" into 2500 psi concrete reinforced as shown in the attached detail. t? 7.1 la_ 41.392 1�r r' EXPIRES: 3/27/ O5 , tit MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246-1250 Fax: 246-1395 Project Name Dollar Rent-A-Car Sign Foundation 15858 Internatinnal Rlvn , SeaTac, WA Location Client Ramsay Signs Project # 041050 By KS Ck'd Date 11/22/2004 Page 1 of 1 iii,--/,,. RECEIVED DEC108 20041 COMMUNITY DEVELOPMENT — 145S iZx!`Lx%„1. 5(6N POST EMBEDDED INTO ea vcRErFo(T/d 3 - 0” (5)1(S gnas' [QUALL Y SVACED -/4c1/ SIDE 71 4 1 2 -6" t— 25 -OD es: coNCRE7E. L,./ RERAR CAGE W/ 4'' CLEAR Ai EDGeS 7 'PfCAL. —a—r—I -1 — -I- —44 -- 1— 4— —t L-1_, ��^i^.-1=-. SIGl'f ELE\/A7r}N ,Vg"=ILO" # g /?E6/11? 3:o" AT 2'-o" O,C. �G }..WJ;T4* ) Siiij ATO 1ONA1-04.' EXPIRES: 3/27/05 MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246-1250 Fax: 246-1395 Project Name Dollar Rent-A-Car Sign Foundation Location 15858 International Blvd , SeaTac, WA Client Ramsay Signs Project # n41n5n By KS Ck'd.J Date 11/22/2004 Page DET 1 of 1 praisal Group of the Northwest LLP / 41/ /N 30° 28'38"E / 7.33' N 13°08'30"E 50.03' S76°51'30"E, 12.82' S 13° 08'30"W , 62.13' / N58°05'35"W 15.84' 2223049024 2223049045 S88°38'25"E 196.49' N58° 05'35"W 21.50' PREPARED BY: KLB DATE 8-29-00 CHECKED BY: KWS DATE 8-29-00 REVISED BY: DATE N88°38'25"W 168.00' S 160TH ST FOR INFORMATION PURPOSES ONLY THIS DRAWING IS NOT A RECORD OF SURVEY NOR MEETS MINIMUM STANDARDS EXISTING ROW EXH 13 I T MAF 72 .8E RECEIVED DECi 0 8 20041 COMMUNITY DEVELOPMENT CA/ 4$•.051 r FILE NAME cosson3.01v 01•` N 0 0 5- a a m c-) CO C)10 M D n w rn co Q / EXISTING r ROW C/L 50' - /N30°28'38'.1 --- / 7.33' /N 13°08'30"E / 50.03' N 58° 05'35"W 15.84' • • PROPERTY LINE SEC. 22 , T.23 N., R.4 E., W.M. PROPOSED ROW S76°51'30"E, 12.82' S13°08'30"W, 62.13' /qty EASEMENT -1 N88°38'25"W 9.98' PO IN N58°05'35"W 21.50' PREPARED BY: KLB DATE 8-29-00 CHECKED BY: KWS DATE 8-29-00 REVISED BY: DATE N 1°21'35"E , 4.08' TAX LOT NUMBERS 2223049024 2223049045 At S88°38'25"E 196.49' N88° 38125"W 168.00' S 160TH ST FOR INFORMATION PURPOSES ONLY THIS DRAWING IS NOT A RECORD OF SURVEY NOR MEETS MINIMUM STANDARDS NTS S 1°21'35"W 15.00' EXISTING ROW 9r EXHIBIT MAP F0.( NM4E+ cossan.3.Gw 01 -SEP -2000 09 17 25 ,4LL /-TF,,eo�e.ery Page 38 Skutt "EXHIBIT A" ACQUISITION FROM PARCEL NO.'S 2223049024 & 2223049045 That portion of the southwest quarter of the southwest quarter of Section 22, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at a point on the easterly line of State Highway No. 1, where said line intersects the northerly line of the southerly 232 feet of said southwest quarter of the southwest quarter of said Section 22; thence along said northerly line South 88°38'25" East, 10.66 feet; thence South 7°01'47" West, 18.51 feet; thence South 69°53'04 East, 7.31 feet; thence South 20°06'56" West 18.12 feet; thence North 69°53'04 West, 7.00 feet; thence South 19°07'48" West, 56.92 feet; thence South 23°19'48" West, 4.83 feet; thence South 28°11'42" West, 4.61 feet; thence South 30°28'38" West, 33.93 feet; thence South 13°08'30" West, 50.03 feet; thence South 58°05'35" East 40.97 feet; thence parallel to the south line of said southwest quarter South 88°38'25" East, 9.98 feet; thence South 1°21'35" West, 4.08 feet to the northerly margin of South 160th Street; thence along said northerly margin North 88°38'25" West, 34.28 feet; thence along a 25.00 -foot radius curve to the right with a central angle of 61°41'37", an arc distance 26.92 feet to a point on the easterly line of State Highway No. 1 as condemned by the State of Washington in Superior Court Cause 528754; thence along said east line North 13°43' 10" East, 71.54 feet to the northern limits of said court cause and being 50.00 feet from the center line of State Highway No. 1; thence along the easterly line of Sate Highway No. 1 North 20°07'11" East ,125.64 feet to the Point of Beginning, containing 3,120 square feet, more or less. Original Signature made with bide ink G:\148581 \RO W\DESCRIPTIONS\369000fee.doc Appraisal Group of the Northwest LLP RECEIVED 'DEC' 0 8 2004 COMMUNITY DEVELOPMENT C-1733 LOADING: DESIGN PER 2003 INTERNATIONAL BUILDING CODE (IBC) WIND: IBC • 110 MPH, EXP B MAXIMUM HEIGHT (h) = 22.5 (3second gust) IMPORTANCE FACTOR (I) = 1 K1 = 0.53 (ASCE 7-02 Figure 6-4) GUST FACTOR (G) = 0.85 K2 = 1.00 (ASCE 7-02 Figure 6-4) K3 = .. 1.00 (ASCE 7-02 Figure 6-4) Kzt = 1.00 (ASCE Eqn. 6-3) • Kd = 0.85 (ASCE 7-02 Table 6-4) Cf = 1.20 • (ASCE 7-02 Figure 6-20) FORCES: Height to Width bottom (ft) 17.167 20 17.167 15 2 .. . 0 15.167 20 15.167 15 Height to top (ft) 22.5 20 15 Area (sq. ft.) 42.918 85.835 30 Kz 0.57 0.62 0.66 Wind load Force (psf) (lbs) 17.725 760.72 16.651 1429.2 15.308 459.24 E = 2649.2 22.5 37.918 17.725 672.09 20 75.835 16.651 1262.7 Torsion qz . 1 15.01 1 16.32 1 17.38 .. 1 Height to center (ft) 21.25 17.5 7.5 E_ 8.5835 8.5835 E_ Moment (ft -lb) 16165.2 25011.4 3444.31 44621 5768.89 10838.5 16607 SIGN POLE: (Single Pole) M = 44621 Mx = 44621 ft -lb Fb = 0.6'Fy = 27600 psi Fy = 46000 psi Sr qd = M/Fb = 19.400 in' Weight (DL) = 1400 Snow = 442 Ib (estimated) Ib (based on 14" wide sign cabinet) 1842 Ib My = 15814 ft -Ib Try an HSS 12 x 12 x 0.25" HSS with a section modulus of 44.1 inch3 S = 44.10 in3 fbx = M/S = 12142 psi fby = 4303.1 psi r = T/(2tA) = 241 psi a = 16685 psi < 27600 psi - OK Use an HSS 12 x 12 x 0.25 sign pole Footing dimentions: B = 7 ft L = ' 7 ft d= 5 ft Torsion Lateral Bearing R=Lq/2 q=300d/2 R=300Ld/4 T=2Ry y=U6 T=2RU6 T=30012d/12 T = 6125 Footing DL = 36750 Ib Sign DL = 1400 Ib P = 38150 Ib F = gz'G'Cf : F(psf). = 15.3 = 16.7 17.7 ft h. 0-15 ft 15-20 ft 20-23 ft, Torsion Torsion Friction T=.3(.6N)U3 T = 16023 16023 + 6125 = 22148 T = 22148 ft -Ib > 16607 OK Use 7' - 0" wide x 7' - 0" long x5'-0" deep footing. ex 1.169619 ft x 6 = ey 0.414521 ft x 6 = 7.02 ft 2.49 ft Soil Bearing gmax =P/BL(1+6e,/L+6e /B) P/BL = 778.57 6ej/L = 1.00 6eIB = 0.36 q = 1836 psf < 2000 0K SOUARE OSIGN ELEVATION NOT TO SCALE Check Stability .6DL = 22890 Ib MOT = 57867 ft -Ib (with 5' increase of moment arm to extend to bottom of footing) MR = 22890(7/2) = 80115 ft -lb 80115 > 57867 - OK Embed the HSS post 4' - 0" into 2500 psi concrete EXPIRES: 3/27/05 - MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246-1250 Fax: 246-1395 Project Name Dollar Rent-A-Car Sign Foundation Project # Location 15858 International Blvd., SeaTac, WA Client Ramsay Signs 041050 By KS Ck'd Q4 Date 12/30/2004 Page 1 of 1 Page 39 Skutt SEC. 22 , T.23 N., R.4 E., W.M. S88°38'25"E /----EXISTING 10.66' PROPERTY LINE ROW C/L PROPOSED ROW TAKE 0 = 61°41'37" L=26.92' R 25.00' S7°01'47"W, 18.51' S69°53'04"E, 7.31' S20°06'56"W, 18.12' N 69° 53'04"W , 7.00' S 19° 07'48"W , 56.92' S23° 19'48"W, 4.83' S28° 11'42"W, 4.61' S30° 28'38"W , 33.93' f TAX LOT NUMBERS 2223049024 2223049045 1 NTS S 13°08'30"W, 50.03' S58° 05'35"E , 40.97' S88° 38'25"E , 9.98' S1°21'35"W, 4.08' FOR INFORMATION PURPOSES ONLY THIS DRAWING IS NOT A RECORD OF SURVEY NOR MEETS MINIMUM STANDARDS N88°38'25"W 34.28' PREPARED BY: KLB DATE 8-29-00 CHECKED BY: KWS DATE 8-29-00 REVISED BY: DATE EXISTING ROW S 160TH ST RECEIVED DEC 08 will commuNrDEVELopme VT ® EXHIBIT MAP FILE NAME' cosson.CW 01 -SEP -2000 09.18,35 Appraisal Group of the Northwest LLP C-1733 12:05 1 02-NOV-2001 2 kbunger a 4 iJi © POWER IN UTILITY TRENCH: FOR SIZE AND NUMBER OF CONDUITS SEE PUGET POWER PLANS TO TELEPHONE IN UTILITY TRENCH; FOR SIZE AND NUMBER OF CONDUITS SEE US -WEST PLANS © CABLE TV IN UTILITY TRENCH: FOR SIZE AND NUMBER OF CONDUITS SEE AT&T PLANS © TRAFFIC SIGNAL IN UTILITY TRENCH: FOR SIZE AND NUMBER OF CONDUITS, SEE TRAFFIC SIGNAL PLANS 4" CONDUIT, EMPTY. CITY OF SEATAC ()POTHOLE, FOR SIZE, TYPE, AND ELEVATION OF UTILITY, SEE TABLE ON RS -10 r -T END TRENCH AT NEXT POLE, FOR CONTINUATION, SEE- SEATTLE CITY LIGHT PLANS .. r... :. �: .:..::.. B :N :.:... ... W tt / SD CBO C S 0 s SPU GENERAL NOTES 1. THE CONTRACTOR SHALL EXERCISE CARE WHEN EXCAVATING NEAR OR OVER CHARGED WATER MAINS. 2. MAINTAIN 18 INCHES MINIMUM VERTICAL SEPARATION AND 10 FEET HORIZONTAL SEPARATION FROM SPU 60" WATER MAIN PER CITY OF SEATTLE STANDARD PLAN NO. 286o. 3. THE CONTRACTOR SHALL PROVIDE 48 WORKING HOURS NOTICE TO SPU BEFORE EXCAVATING UNDER WATER MAINS 12 INCHES OR GREATER. CONTACT: DANIEL ENRICO AT 206-233-7184 AND DENNIS RICHARDSON AT 425-255-2242. RELOCATE FIRE HYDRANT TO 101.97, 83' LX UP CB CB SAWCUT 0 • • S 16;TH ST 8 W O D — END TRENCH AT POLE SS D LINE G 60" W SD 3 O 0 O CB TYPE 2, 48" "D" 2.14, 22' RT INSTALL ROOT CONTROL FABRIC AROUN CB'S F1 AND F1A, BETWEEN CB F1A AN EXISTING CB TO WEST, AND EXTENDIN STORM SEWER PIPE JOINTS BETWEEN EAST 10' FROM CB F1A, SEE SPECIFIC TIONS 00 REPLACE EXISTING GRATE W/ SOLID COVER AND ADJUST TO FINISHED GRADE 0 MAINTAIN AND PROTECT EXISTING LIGHT POLE ..IN PAVEMENT REMOVAL AREA. ABANDON EXISTING UTILITY REMOyE EXISTING UTILITY REMOVE AND RELOCATE UTILITY UTILITY TO BE REMOVED OR RELOCATED BY OTHERS ADJUST UTILITY TO FINISHED GRADE 4), 0 CONNECT TO EXISTING STORM SEWER OR CATCH BASIN ® DO NOT DISTURB 9 DSGN M. JOHNSON A. Elf) TRENCH ; .6.7 NEW POLE 4. So CB CB SPU DEMAND METERING STAND 1 0 20 40 60 czy CB 4/4 RECEIVED DEC' 0 8 20041 COMMUNITY DEVELOPMENT SQ - CB INS116.1L-ROQI--CONIROL FABRIC INT,S-ALONG EAST CURB FROM BETWEEN CB E25 EAST TO EXISTING CB, SEE SPECIFICATIONS DR K. BUNCER CHK S. SUNDCREN APVD R. MASON NO. DATE REVISION BY APVD BAR 13 OPE 0404 ON ORIGINAL DRAWING. tF NOT OPE INCH ON SCALES ACCORDINGLY. CITY OF SEATAC PUBLIC WORKS DEPARTMENT INTERNATIONAL BOULEVARD PHASE 3 IMPROVEMENT PROJECT STPUL 0099(046) TIB NO. 9 -P -121C051-1_ 1 Scale In Feet SEE DRAINAGE AND UTILITY NOTES ON DWG NO. DR -1. RECEIVED COMMUNITY V• ELOPMENT CALL BEFORE YOU DIG 1-800-424-5555 INTERNATIONAL BOULEVARD PS&E PHASE 3 DRAINAGE .AND UTILITY PLAN DWG DR -7 DATE NOV 2001 PROJ NO. 1485E1 LOADING: DESIGN PER 2003 INTERNATIONAL BUILDING CODE (IBC) :ECE: VcDWIND: IBC 7 110 MPH, EXP B MAXIMUM HEIGHT (h) = 25ft (3second gust) IMPORTANCE FACTOR (I) = 1.° ECI o K1 = -::0:53 . . (ASCE 7-02 Figure 6-4) GUST FACTOR (G) = 0,85 : CO/vim, 1004 K2 = .1101) .:, (ASCE 7-02 Figure 6-4) F = qz*G*Cf : DEVNl K3 = :;1.;00_' (ASCE 7-02 Figure 6-4) Kz qz 1 F(psf) h MENT Kzt = - :1:0.0.: (ASCE Eqh. 6-3) - 0.57 - 15.01 - 1 .= 15.3 0 - 15 ft f Kd = : 0.85: (ASCE 7-02 Table 6-4) 0.62 16.32 1 = 16.7 15 - 20 ft Cf = 1.20 .. (ASCE 7-02 Figure 6-20) 0.66 17.38 1 = 17.7 20 - 25 ft FORCES: r Height to Height to Area Wind load Force Height to Moment Width bottom (ft) top (ft) (sq. ft.) (psf) (lbs) center (ft) (ft -lb) 18 20 ,. 25 90 17.725 1595.3 21.66667 34563.9 2 15 20 10 16.651 166.51 17.5 2913.9 2 0. 15 30 15.308 459.24 7.5 3444.31 = 2221 E = 40922.1 SIGN POLE: (Double Pole) M = 20461 M = 20461 ft -lb Fy = 420.00: psi Fb = 0.6*Fy = 25200 psi S,q.d = M/Fb = 9.743 in" Try an 12" sch. 40 pipe with a section. modulus of 47.1 inch3 S = 47.1 in3 fb = M/S = 5213 psi<25200 OK Use an 12" sch. 40 sign pole EMBEDDED POLE: (IBC 1805.7.2.1 NonConstrained) M 20.461 k -ft P 1.111 k Applied lateral force, kips h (effective) 18.43 ft distance from ground surface to P, ft q 400 psf/ft allowable soil-brg Table 1804.2, psf/ft q=2(150)(1.33)=400 cal'L-6•44,..,,,, b 5.66 ft 68" dia. or diagonal dimension of a 4.00 post, ft R• IV'l- gi d 4.50 ft ESTIMATED embedment, ft 4.50 forpressure rv'i of �i�� .4, �' (estimated) * Allowable w/ 1/2" movement at groundline a �f<, A co for 2000 psf soil bearing F' ' ' V y Yl 0 17-11 1/2- 1 EXISTING 12- PIPE RE -USED 12'-\ PIPE NEW 16' PIPE `- EXISTING TOOTING SO. OSIGN ELEVATON NOT TO SCALE UNconstrained S_1 600 psf q*d_est / 3 A 0.8 ft 2.34*P*1000/(S_1*b) 4.32 ft A/2*(1+(1+4.36*h/A)^.5) OK UNconstrained Use 4' - 0" square x 4' - 6" - embedment footings - �r e,;.., 39251 S!ON AL.�' ;3, 27/ 1 Embed thetHSS posts 4' - 0" into 2000 psi concrete backfill as specified in UBC 1805.7.3. MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246-1250 Fax: 246-1395 Project Name r)nllar stent -A -far Sign Fnundatinn Project # 041050 Location Client 15858 IntPrnatinnai Rlvri SARI -an., WA Ramsay Signs By KS Ck'd 1`"(-'..) Date 12/2/2004 Page 1 of 1 O 17'-11 1/2" 7 ,-0„ EXISTING 12" PIPE if- RE—USED 12" •PIPE • NEW 16" PIPE .a J / EXISTING 1 4'-0" SQ. • FOOTING SIGN ELEVATION N.T.S. 12" SCH. 40 PIPE JrZ" COLLAR PLATE 4fi" COLLAR PLATE 16" STANDARD PIPE SLEEVE CONN. RECEIVED DEC' 0 8 2004' DEVELOPMENT MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd. Sulte One Hundred Portland, OR 97219-5412 (503) 246-1250 FAX: 246-1395 Project Name DOLLAR RENTAL CAR SIGN Location 1585 International Blvd., SeaTac, WA Project # 041050 Client Ramsay Signs By KS Ck'd & :" r= ' Date 12/02/04 Page D1 of 1 EENT .4 G...,7/` /"— / E,c/.7`/Avg-. A.u; /E //zoo -7 ti . 3.oc.4 of 774,o SAF �5 / c,Ats '77)/D bio /30 rraAsk( .7,16/c .r2o,V S Er> 72, S4, -/v/04)27 e0 /ccrY►n61 7'Oi .",Bova .44 L !T/E-os .e3 y : RECEIVED ,47. •s, o C'E,e' Ciro 'DEC' 0 8 2004 COMTY DEVELOPM NT _S/G/t/ .,17TiA4h'/1-767.✓ T ..SN/t lE //'.S E G'S7/,-r4 , A�E 144 // CK r F/ E /4.c./z, /= / dollar rent a car pole drawing DEC -02-04 THU 11:29 AM ;RAMSAY (Y0(19) FAX NO. 5037770220 P. 02 tirt© =7./r10/1 28 WdL£ : T 0 vilm 9z . - I nr • 1 F _ _.;....:.___ S8 i2i99 : 'ON xtJA : riN Hid3H : 4.4003 • • • d 4 f 1 12:06 r\ 0 0 W W (1) 0 N 0 W Z J 2 0 F- CB .._.._.. • :7. • 02-NOV-2001 kbunger 1 lv ;• SEATAC %1` NAILS \, \\ ®\ SEATAC \\ , SAFE & DDro \ WV 0 0 \v , LOCK u \i -.._..- �.0 ►A CB A PIZZA MART l 0 UP sop G P CB VED F SD 0 FO SD 0 END STORM SEWER 2' FROM EXISTING STORM SEWER PIPE. SEE DRAINAGE PROFILE H1 0 9 0 JB's,S • 0SSMH '0 MORKAR'S INC. TMH 0 P 1 IGS SEATTLE AUTO EXCHANGE c 0 UP PAVED PARKING CB • 7.111111W" e 0 m N Oi V LUM 0 • RELOCATE METER AND METER BOX TO BACK OF WALK H3 CB TYPE 1, VG "A" 104.25, 43.7' LT 104-00 NE S352.20 3EXISTTING PIPE 105.00 0 C8 0 SD co® SAWCUT ASF'r 106.00 0 SD 0 SD -49 RELOCATE METER AND METER BOX TO BACK OF WALK PAVED PARKING SD LUM 0 • .!L o . 7:11:111 OSSMH LUM T A -LINE 107.00 UP 0 SD 0 OCB SD G 0 0 CB SD 0 CBO SD CB SD 0 ■ .. i AR -A-CAR -CB® VACAN REL CATE FIRE HYDRANT° TO "A" 103.70. 68' RT CB O a rt x k r 1 0 O RELOCATEMETERBOXT ER DO BACK OF WALK \ UP RITE -LINE TAX ASPH SD (P000 0 WM .► l •vim • RS -6 111.41D ■ SD �HyG �iB=M 0 SD INTERNATIONAL BLVD 0 CB G6 SD O ■ 0 CB e O SD CB 0 ■ 0 EL LUM CHARRO 004-4, sac— /2E1 -o cso-z- P .5 Alv ,fizr. o ,e iaitaw9$ I Cmd /Safest_ O ANDLACE ADJUSTISTING GRATE W/ LID COVER TO FINISHED GRADE 0 MAINTAIN AND PROTECT EXISTING LIGHT POLE IN PAVEMENT REMOVAL AREA. 03 ABANDON EXISTING UTILITY ® REMOVE EXISTING UTILITY 50 REMOVE AND RELOCATE UTILITY • UTILITY TO BE REMOVED OR RELOCATED BY OTHERS 0 OR CATCH BASIN 0 DO NOT DISTURB ADJUST UTILITY TO FINISHED • GRADE CONNECT TO EXISTING STORM SEWER RECEIVED DEC' 0 8 2I1n4+ I! i P 0 © POWER IN UTILITY TRENCH; FOR SIZE AND NUMBER OF CONDUITS SEE PUGET POWER PLANS TQ TELEPHONE IN, UTILITY TRENCH; FOR SIZE AND NUMBER OF CONDUITS SEE US -WEST PLANS © CABLE TV IN UTILITY TRENCH; FOR SIZE AND NUMBER OF CONDUITS SEE AT&T PLANS © TRAFFIC SIGN.g. IN UTILITY TRENCH; FOR SIZE AND NUMBER OF CONDUITS. SEE TRAFFIC SIGNAL. PLANS ® 4" CONDUIT, E PTY. CITY OF SEATAC °POTHOLE, FORT SIZE, TYPE, AND ELEVATION OF UTILITY, StiE TABLE ON RS -10 G5 -- i I L '� w ,i ?1.13 ,,,1�� UP 0 20 40 60 Scale In Feet 00+801 V 3N11 0 NOTES: SEE DRAINAGE AND UTILITY NOTES ON DWG NO. DR -1. CALL BEFORE YOU DII 1-800-424-5555 OSGN M. JOHNSON DR K. BUNGER S. SUNDCREN 'Pw R. MASON DEVELOPMENT NO. DATE REVISION BY APVD C12MHILL (ma R 01E INCH ON OR DO DRAWING. O f IF NOT 011E INCH ON DNS SHEET. ADJUST SCALES ACCORDINGLY. CITY OF SEATAC PUBLIC WORKS DEPARTMENT INTERNATIONAL BOULEVARD PHASE 3 IMPROVEMENT PROJECT STPUL 0099(046) TIB NO. 9-P-121(005)-1 INTERNATIONAL BOULEVARD PS&E PHASE 3 SR 99 M.P. 19.48 TO M.P. 20.66 (KING COUNTY) DRAINAGE AND UTILITY PLAN 2053008c.dIv 02-NOV-2001 12.05:37 SHEET56OF 1 NOG DR -8 DATE NOV 200 OJ No. O. 148581 1' - 2" +/- F 1 2' 0" 15' - 2" J T 27 7/8" 17 7/8" 7' - 4 1/2" 17 7/8" • 22'-6" Fabricate and Install One (1) new D/F illuminated pole sign Q Cabinet Construction Extruded aluminum flex face frame Finish Paint semi -gloss white Faces White flex material o Graphics #230-33 Red #230-25 Sunflower #230-87 Royal Blue Illumination Internal H.O. Flourescent lamps Pole SIze(s) as req. Q Pole cover Fabricated aluminum painted semis gloss PMS #123 Gold Footing As req. RECEIVED COMMUNnY DEC i 0 8 2004' DE/EOPMFAtT 0 RECEIVED DEC 0 8 2004' COMMUNITY DEVELOPMENT End view Scale: 3/8" = 1' Front view D/F illuminated Pole Sign Scale: 3/8" = 1' PRODUCTIONPRINT: ; 10/29/04 Account E cutive Approval HEATH NORTHWEST TM UNDER LICENSE FRO.' HEATH SIGN COrr.°ANY, LLC Date 05.08.03 Client 15858 International Slvd. SeaTac, WA. 98168 Account Executive Paul Yarnton Design Ken Naasz Approvals Client Date Landlord Date Revisions © Copyright 2002 HeathNorthwest These plans are the exdusive property of Heath Northwest. And we the result of the original work of its design team. They ore submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Heath Northwest a sign manufadured according to these plans. Distribution or exhibition of these plans to anyone other than employees of your company, or use of these plans to construct a sign similar to the one embodied herein, is expressly forbidden. In the event that such exhibition occurs, Heath Northwest expects to be reimbursed $`1000.00 in compensation for time and effort entailed in creating these plans. HEATH NORTHWEST,.. 1161 Airport Way South Seattle. Washington 98134 ( 206 623.3100 ( 888694.3284 032 06 623.1785