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11-101157q City of Federal Way Community Development Services Contractor P.O. Box 9718 INSIGNIA SIGN INC (GENERAL) Federal Way, WA 98063-9718 201 "O" ST NE Ph: (253) 835-2607 Fax: (253) 835-2609 a- Project Name: 76 STATION RENTON WA 98056 0 Sign Permit #: 11 -101157 -00 -SG 4 � Inspection Request Line: (253) 835-3050 Project Address: 30405 PACIFIC HWY S Parcel Number: 092104 9036 Project Description: Relocation of a 72 square foot (36 square feet per face) monument sign. Includes connection to existing power source. Owner Applicant Contractor INV 3 LLC INSIGNIA SIGN INC (GENERAL) INSIGNIA SIGN INC (ELECTRICAL) 201 "O" ST NE PO BOX 2849 INSIGS1055JS (4/10/13) AUBURN WA 98002 RENTON WA 98056 PO BOX 2849 Yes 1 2 RENTON WA 98056 ff Free Standing Sign In tion, Reg. # Sign Type Illuminated # Sign Faces Setback (Ft.) Sign Face Width (Ft.) Sign Face Height (Ft.) Sign Height (Ft.) Base Height (Ft.) Landscape Area (Sq Ft.) 11-0041 IMonurnentl Yes 1 2 1 3.00 1 8.00 1 4.50 8.00 3.50 37.00 Comprehensive Plan Designation..........................Community Zoning Designation .................. .............................. BC Business CONDITIONS: 1. Approved with reduced landscaping area per FWCC19.140.170 (5) 2. City portion of project to be performed in Fall 2011; installation of landscaping not required until extruded curbing and other improvements completed. PERMIT EXPIRES Tuesday, November 22, 2011 Permit Issued on Thursday, May 26, 2011 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be inQ=dpnce with the laws, rules and regulations of the State of Washington ( J a0d the City of Federal Way. Owner or agent: Date: CITY OF VAS Federal Way PERMIT #: 11 -101157 -00 -SG THIS CARD IS TOMAIN ON-SITE Construction In ection Record INSPECTION REQU TS: (253) 835-3050 Address: 30405 PACIFIC HWY S Project: INV 3 LLC FEDERAL WAY, WA 98003-4815 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. Footings/Setback (4110) Final - Electrical (4055) Final - Sign (4085) Approved to place concrete Approved Approved By �j! Date Date/_/_ l� B Date11 El Attachment (4010) Approved By Date El Rough Electrical Approved ❑Final Electrical Approved Right of Way —� Approved By Date By Date By Date IL �.. Gcw 04y of fir^ 1tiSIGN PERMIT Federal Wa�i R10 tia ,ANTLI CATI O N SITE ADDRESS FJOWO �� IJ OC� L�RJ� e �� OC� � ----- - - — SUITE/UNIT 4 ASSESSOR'S TAX/PARCEL D u O - O - �. ZONING DESIGNATION ■ PROJECT INFORMATION TYPE OF PROJECT (Check all that apply): XPERMANENT - TEMPORARY KNEW - ALTERATION - REFACE - EXEMPT ELECTRICAL (To attach to existing J -boot - include on this permit) - ELEC:TRICAL (New/altered circuit & J -box added - separate permit is required) O NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: TOTAL ESTIMATED PROJECT COST: s 41DO0.00 �y i DETAILED PROJECT DESCRIPTION: R(3) t� wG GKIO SLIL(�l o �� r�utlO11 ]l meant T� n- (�=E�'mft rC]1 s'MO I umm=Gnso g im on new [popo4Qc DoEffiTU . *RIEWCAMCM REQ, MED F1112 MUHQn7HL WAY EXPAM)ODN PRCJE T* U BUSINESS NAME ON SIGN: Z Q� Mahonll o Z&? s 1t1 SIGN OWNER: CONTRACTOR: APPLICANT PROJECT CONTACT ■ PEOPLE INFORMATION NAME INV 23 LLC // 5m&H Zas Company (9®0i PHONE 7m� m3 MAI NGAD RESS(SIREEFADDRE5-s 1'1) �]AFE. ZIPi PO BOX 626 Auburn WA S o 002 \ NUMBER l I'll' -iF FEDERALWAY BUSINESS LICENSE NUMBER: — — E-MAIL ADDRESS RELATIONSHIP TO PROJECT X Contractor - Teii,ml - (Ffto I COMPANY NAME Inn ° nod SD o �G]l CSo AN 11, A". I `:.1''.I I: ��QbQ�] i� lonrrt140 OFFICE PHr)NI, � t42��) 9�] �ilOg MAILING A DRESS (STRI:I- 11 DREG �. ( FR. STATE, 21111I;l I. I'I I '• I: PO BOX 2649 Renton WA M(MDS PF I�t1R1' PHONE CITY OF FEDERAL WAY BUST ESS LICENSE NUMB : ' I-'XPIRA N D TE Z0 --0 13 -/0` 1-3 3l(��5� FAX NUMBER 9�� ©�lg� CONTRACT`QS NI!MFIER l'F E .`,L1I1-ADD1-S' L, COMP j'1'�$iE //Pl1I APPLICANT NAME PRI':L%RY 1'111 `:I: (42g) gA 'V �H 09 MAILINGADD S PO BOX 2841 TY. STATE. ZIP *entnrWz% S6095 095 FAX NUMBER (4:25) 917 MM RELATIONSHIP TO PROJECT X Contractor - Teii,ml - (Ffto I E `.L\ILADD RESS (&n@1=1ge1as1guD.(= NAME PF I�t1R1' PHONE E-NUMLADDRES� I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge. and further. that I am authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATURE S&vm `q 59MR60n DATE: 0J 2 2M COMMUVITY DEVELOPMENT SERVICES • 33325 9m AVENUE SOLrrH • PO BOX 9718 - FEDERAL WAY. WA 98063-9718 • 253-835-2607 • FAX: 253-835-2609 N 'TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DESCRIPTION OF PROPOSED SIGNAGE: DATE OF REMOVAL: PERMANENT FREESTANDING: I MONUMENT PEDESTAL POLE OTHER (Describe) TOTAL CALENDAR DAYS: TENANT DIRECTORY OTHER PERMANENT BUILDING MOUNTED. AWNING CABINET CHANNEL LETTERS OTHER iDescribel FREE STANDING SIGNS MOUNTED SIGNS SIGN TYPE SIGN AREA (SQ. FT.) WIDTH x HEIGHT x # OF FACES ILLUMINATED? NO INT EXT REFACE? YES NO TOTAL HEIGHT FT BASE HEIGHT (FT) A Monument gf x 416" x 2 - 36 Internal NO 8'OAH (no ) 3'6" B NUMBER OF SIGNS ALLOW x x — LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: C REGISTRATION NUMBER: X-- x — REGISTRATION . 8 STREET FRONTAGE (LINEAR FEET): ~123"X160F BUILDING MOUNTED SIGNS BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA (SQ. FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE AREA PROPOSED: AREA PROPOSED: WIDTH x HEIGHT x # OF FACES NO/INT/EXT (N,S,E,W) (SQ. FT.) A NUMBER OF SIGNS ALLOW NUMBER OF SIGNS ALLOWED: _- LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: x x — -- REGISTRATION NUMBER: REGISTRATIO MBER: REGISTRATION . 8 x _ x — x x = x x E x — LARGEST EXPOSED BUILDING FACE (SQUARE FEET): **M11 OFFTCF IISF nNi V** ZONING DESIGNATION: PROFILE: _, HIGH DIUM C LOW ❑ FREEWAY BUILDING MOUNTED SIGNS FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: _3 AREA PROPOSED: AREA PROPOSED: 0 9 LARGEST BUI G FACADE: STREET FRONTAGE: OZ NUMBER OF SIGNS ALLOW NUMBER OF SIGNS ALLOWED: _- LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBS - REGISTRATION NUMBER: REGISTRATIO MBER: REGISTRATION . Structural Design Associates 2802 Rockefeller Ave Everett, Washington, 98201 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATION SIGN COLUMN AND FOOTING EXPIR 325 Burnett Ave North Renton, WA 98057 MARCH 21, 2011 RECEIVED AAR 2 8 2011 CITY OF FEDERAL WAY CDS • _--------------------_---_-- __---_-__--- : •MONUMENT SIGN EXCAVATION & INSTALL SCOPE OF WORK* . Mnww WdWns W INrornnnont dp horn anent location; Prop adeft sign to Barka 1R now kKoji w («o .boli. phoht): . bsawlo naw (45 xB j founddien In now Wcaliow; M wRh 5 swk 5/4 rod[ 2500 pal corroato - 1.75 arbk yards tolnk • Direct best' waw (VING"WO' dad Palo In foundation. • Wold Ida WASD nrtillod wafdw now 54"IN8"1a V red9tbe soctian to top of now Vxf V pall to acconrnoda/n twornINworrt: • brains i wira adoting ir INraININworlt an am rectrrbe faction wpb 5/oV grade 5 bolls (•s totaM): • 1W Pylon fgrra►• Footage - 57 (no dwW): • V44W P71- Ww akW - ir (rw diongs): • TOW sign satiradt - Per ah coo., ------------------------------------------------------------- SCALE: 3/4" = 1 t 1.75 CLRRC YARDS OP 5 SACK U4 ROCK 2500 Psi CONCRFrs NrrlCAL AaOa 125 burrw t Aw 16..0 RwAcn• WA 90097 PO 2M 2949 R.nt.n, WA 900% Op7Qi (4251 917.2109 FAM (42S) 917.2109 Custom*r: Sri on company 0 Page: 2 op 2 PRO)ECT ADDRESS: 30403 AMM Hwy South Fedwd Wan WA !0003 DATE: 03/21/11 Cowfact: see -'a Thomson star•nA4rlpr.dpr CM PWVW OW21049039 Job /H1 -4'm Zona: K .rR r tint w m.rv.r mr r b -y r be r.r b.rwrwm■.m—nwpy.a ■bar r be wr oomw b rt' 1 .6" rb fw. MnAporr dI In fib. � � m�rar r.� mw•. Ov b i. pwwp pm.n,�v�.�r. AbrNALI YAVINU VKUVIUtJ MAII l AT THE SURFACE OF THE SIGN FOOTING 0 3'- 0 S 8x6x3/6 STEEL COLUMN- INSTALL LUMB 6 -INCHES ABOVE BOTTOM )F HOLE PRIOR TO CONCRETE LACEMENT 4'-0" X 4'-0" X 3'-10" DEEP CONCRETE FILLED HOLE covrN SIGN COLUMN / FOOTING CONNECTION JAN 03 2012 76 STATION AT 30405 PACIFIC HIGHWAY SOUTH, FEDERAL WAY, WA 98002 PO # 76-4565 ,o g5 nAo-r-,rt -7 . s • 4 - It S F f3/s 1. o G= . $5 ski �Sowr � 2 5AL �� Pr' - ► 9'' z � rt -2 y TS mot mer Germ+° t A- vs� �y 4'- O a 4'- o a 3 i� Q iP c ��L Ft c.r15A l s (/ s w- 4, _fl" X 4 �" a` x 0 Title Job # I Dsgnr Project Desc.: Project Notes: --W 2' PMR 2011 , O&W Descripbon: --None- Gen" klfonnation Calcula ms per AISC 360-05, ASCE 7.05 Steel Section Name: STRUCTURAL DESIGN ASSOCIATES Analysis Method: 2802 ROCKEFELLER AVE EVERETT, WA 98201 .�� PHONE: (425) 339-0293 Fy : Steel Yield FAX: (425) 252-0916 E: Elastic Bending Modulus uwuw cror lrncc rnu 0 Title Job # I Dsgnr Project Desc.: Project Notes: --W 2' PMR 2011 , O&W Descripbon: --None- Gen" klfonnation Calcula ms per AISC 360-05, ASCE 7.05 Steel Section Name: TS8x6x3116 Analysis Method: 2006 IBC & ASCE 7-05 Steel Stress Grade Axial Load at 8.0 ft, D = 0.320 k Fy : Steel Yield 36.0 ksi E: Elastic Bending Modulus 29,000.0 ksi Load Combination: Allowable Stress Overall Column Height 8.0 ft Top 8 Bottom Fixity Top 8 Bottom Pinned Brace condition for deflection (budding) along columns : X -X (width) axis : Untraced Length for X -X Axis buckling = 8 ft, K = 2.1 Y -Y (depth) axis :Unbraced Length for Y -Y Axis budding = 8 ft, K = 1.0 AppNed Loeb - Column self weight included : 145.58 lbs ' Dead Load Factor AXIAL LOADS ... Maximum Stress Ratio Axial Load at 8.0 ft, D = 0.320 k Location BENDING LOADS ... 0.007 Moment acting about X -X axis, W = 1.946 k -h 0.00h DE" SW MW PASS Bertding & Shear Check Resutls +D+W+H PASS Max. Axial+Bending Stress Ratio = 0.06863 : 1 Load Combination +D+W+H Location of max.above base 1.289 h At maximum bcation vakues are .. . 0.052 Pu : Axial 0.4656 k Pn I Omega: Alowable 71.550 k Mu -x : Applied -1.633 k -ft Mn -x I Omega: Allimble 24.970 k -ft M": Applied 0.0 k -ft Mn -y I Omega: Alowable 20.479 k -ft PASS Maximum Shear Stress Ratio = 0.007208 :1 Load Combination +D+W+H Location of max.above base 0.0 ft At mmm m location vanes are ... Vu: Applied 0.2433 k Vn I Omega : Allowable 33.749 k LOW COFAMNOoe Resub Service loads entered Load Factors will be applied for calculations Mulmum SERVICE Load Rasctlons . . Top along X -X 0.0 k Bottom akrrg X -X 0.0 k Top along Y -Y 0.2433 k Bottom along Y -Y 0.2433 k Maximum SERVICE Load Delbctbrts ... Along Y -Y -0.009243 in at for load combination: W Only Along X -X 0.0 in at for bad combination: 3.597ft above base O.Oft above base Load Combination Maximum Axial Stress Ratio + Bending Status Stress Ratios Location Maximum Stress Ratio Shear Ratios Status Location 40 0.007 PASS 0.00h 0.000 PASS 0.00 ft +D+W+H O.069 PASS 1.29 ft 0.007 PASS 0.00 ft +D+0.750Lr+0.750L+0.750W+H 0.052 PASS 1.29 ft 0.005 PASS 0.00 ft +0+0.750L+0.750S+0.750W+H 0.052 PASS 1.29 ft 0.005 PASS 0.00 ft +0.60D+W+H 0.067 PASS 1.29 ft 0.007 PASS 0.00 ft Mydm tI-Rsaclki t - UMacttxed Note: Only non -zero reactions are listed X -X Axis Reaction Y -Y Axe Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base W Only k -0.243 -0.243 k k D+W k -0.243 -0.243 k 0.466 k MW*4=101 I PH n I for Load Cotmbikabons - UnfactDM Loads Load Conbitabon Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 It 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft -0.009 in 3.597 ft 04W 0.0000 in 0.000 ft -0.009 in 3.597 It stud Seddon Pmpeitdes : TSUtM6 0 0 STRUCTURAL DESIGN ASSOCIATES Title Job # ^� 2802 ROCKEFELLER AVE Dsgnr: EVERETT, WA 96201 Project Desc : PHONE: (425) 339-0293 Project Notes: FAX: (425) 252-0916 In tLnc. is KW -06008131 Licensee: STRUCTURAL DESIGN ASSOCIATES Description: -None- S" Section Propwd" : TSftG M6 Depth = 8.000 in I xx = 4680 nM 1 = 57 600 inA4 — — Web Thick = 0.000 in S xx = 1170 W3 Flange Wi tth = 6.000 in R xx = 3.050 in Flange Thick = 0.188 in Area = 5.020 nA2 I yy = 30.100 nM Weight = 18.197 pH S yy = 10.000 W3 R yy = 2.450 in Ycg = 0.000 in wa. kstla x 'eli �oaos are ian emerea �aa.e Anowf oto Ma ,enc.a aov+ue a��nv«� STRUCTURAL DESIGN ASSOCIATES Title: Job # 2802 ROCKEFELLER AVE Dsgnr EVERETT. WA 98201 Protect Desc.: PHONE: (425) 339-0293 FAX: (425) 252-0916 Protect Notes _ic. rel : KW -06008131 Licensee: STRUCTURAL DESIGN ASSOCIATE: Uescnp," :-r40ne- iilW" k*mmft" Calculatlons per, ASCE 745 Pole Footing Shape Rectangular Footing VYidth ............... 48 in Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive .................. 250.0 Pcf Max Passive ................... 1,500.0 psf Conbo" Values Govelnrg Load Combination: +D+W+H b Lateral Load 1.946 k Moment 17 51 d k -ft Restraint @ Ground Surface u.JN K Pressure at Depth 0.0 k 0.0 k -ft Actual 0.0 k4t 937.63 pelf Allowable 0.0 k 937.63 Pelf Surface Rebut Fame 0.0 k -ft 6,682.35 Ibs Footing Base Area 16.0 M2 MarunMn Soll Prue 0.020 ksf 4ssumesr-..ngis---- -- - LaWW Carc•ntr'aEad Load Labral DistrtOW load App D : Dead Load 0.0 k 0.0 k/ft Lr: Roof Live 0.0 k 0.0 k/ft L : Live 0.0 k 00 k/ft S : Snow 0.0 k 0.0 krft W: Wird 1.946 k 0.0 k/ft E: Eartfpuake 0.0 k 0.0 k/ft H : Lateral Earth 0.0 k 0.0 kRt Load distance above TOP of Load above ground surface ground surface 8 It 0,0 ft BOTTOM of Load above ground surface 0.0 ft u.0 Mt u.JN K 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k4t 0.0 k 1946 k -ft 0.0 k 0.0 k -ft 0.0 k 0.0 k -ft 0.0 k +U 0.0 0.0 0.13 0.0 0.0 +D+W+H 1.9 17.5 3.88 937.8 937.8 +D+0.750Lr+0.750L+0.750W+H 1.5 131 3.50 852.1 852.1 +D+0.750L+0.750S+0.750W+H 1.5 13.1 3.50 852.1 8521 +0.60D+W+H 1.9 17.5 3.88 937.8 937.8 a1 —J co t s 9i { c 4 _ STA 8E y 5025 ` 4 28.5' L 2104-92541 1092104-9036 . �, �� C 'fit'• � �r'� � 1 y. , " ' rl 7 C( i �`' , , t STA 17 r R10 iL At J ' F_ cp f D18A. LSH • -'p lk 4 y.E.P Sa - STA 23+69.2, _{s y —= SD 157.5' LT ^-- t r - 1 STA 24+71.64 62.5 EXTRUDED CURB ti 0 -tz\ MEDIAN 2 cV __ PACIFIC HIGHWAY SOUTH Z Y 4 1 fT JT " �"'JT s , ~ = - r Vic.=c'.1Z'c_ .ci - r-• R11;�r- ` -- ---- =Property Line "I AERIAL SITE PLAN: *SIGN LEGEND* q = 76 Monument Sign (RELOCATION OF EXISTING) RECEIVEI = 76 Canopy Signs '�AR2a Z°„ EDE (NO CHANGE TO EXISTING) CITY OF CDSPAL t�,'""rwrY PHYSICAL ADDRESS: 325 Burnett Ave North Renton, WA 98057 MAILING ADDRESS: PO BOX 2849 Renton, WA 98056 OFFICE: (425) 917-2109 FAX: (425) 917-2109 Customer: Small Oil Company Page: 1 OF 3 PROJECT ADDRESS: 30405 Pacific Hwy South Federal Way, WA 98003 DATE: 03/25 -u o D D � rn rn Contact: Steven Tho Steven@!nsigniasigr Parcel #0921049 o� 3 o 0 D Job #11-4565 3 O Zone: BC z =;, b cn n' p This is an original design and drawin (Q _ ' the exclusive use of the customer. Ur sale, all rights are reserved and it is of by customer in connection with this pr to be reproduced in any manner v Q express written approval of Insignia Construction or permitting conditions change in dimensions or specifi Due to the printing process, colors *MONUMENT MENT SIGN EXCAVATION & INSTALL SCOPE OF WORK* * Remove existing 8' monument sign from current location® Prep existing sign to install in new locatioen (see above photo): " Excavate new (4'x4'x3"10") foundation in new location® fill with 5 sac[ 3/4 rack 2500, psi concrete - 2.27/ cubic yards total: • Direct bury new (8"x6"x6'6") steel pole in foundation. • Weld via WABO certified welder new 96"x8"x2 m rectube section to top of new 8"x6" pole to accommodate monument: " Install & wire existing 8' monument on neva rectube section with 3/8" grade 5 bolts (*8 total'): * Install existing 96ffx'I2°° ACM base sheeting to new 96"x8 rectube system using specified angle iron & hardware: Install new 10'x3' planter with new shrubs/vegetation/ flowers surrounded by 6°° tall standard curbing. * Total Pylon Square Footage = 37 (no change): • Total Pylon Sign Height = 8' (no change): • Total Sign Setback = 3' A ininmum (per code): • Total Planer Square Footage = 22 (foot Print of sign removed from total Planter sq ft): lilel N zmg ge'I&I I lga Ail W 11162iWilliv 0:401: (wff 4 r 6 rr z z 0 i 3r 6r[ 011STfING Sill ACM BASE (AlummilomeeL Campasft Mate[4 S IGN A �® E L E VAT 10 N Em 2 C °LIE -0 3/4" a ConocoPhillips ----------------------------------------- L�Lxs'� (% %00 V&' -', I M"'):,83"1"Y,2,11STR=CL NEW 10°x3' PLANTER 6" : PNYMARY ELEC7'W1CAL : - 1 i n f � <� :�----------. r-----^-- r------ --------- -----'-------� 40 -------------------------- 4'-0" LONG 2.27 CUBIC YARDS OF .5 SACK 3/4 ROCK 2500 PSI CONCRETE PHYSICAL ADDRESS: 325 Burnett Ave North Renton, WA 98057 MAILING ADDRESS: PO BOX 2849 Renton, WA 98056 OFFICE: (425) 917-2109 FAX: (425) 917-2109 Customer: Small Oil Company Page: 2 of 3 PROJECT ADDRESS: 30405 Pacific Hwy South Federal Way, WA 98003 DATE: 03/25/11 Contact: Steven Thomson Steven@insigniasign.com Parcel #0921049036 Job #11-4565 Zone: BC This is an original design and drawing created for the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign, Inc. Construction or permitting conditions may cause a change in dimensions or specifications. Due to the printing process, colors may vary. 4' M Planter SqFt: 45 - (8 footprint) = 37 Total PLANTER PLAN VIEW CCJLMOO E3/kvV o LI v /N5/GN/A fid & BMIAiW.V PMYSIM ADDRESS: 325 Burnett Ave North Renton, WA 98057 MAILING ADDRESS: PO BOX 2849 Renton, WA 98056 OFFICE: (425) 917-2109 FAX: (425) 917-2109 Customer: Small Oil Company Page: 3 of 3 PROJECT ADDRESS: 30405 Pacific Hwy South Federal Way, WA 98003 DATE: 03/28/11 Contact: Steven Thomson Steven@insigniasign.com Parcel #0921049036 Job #11-4565 Zone: BC This Is an original design and drawing created for ane exclusive use of the customer. until transfer by sale, al rVft aro reserved and It Is only to be used by custorner in connection with this project. It Is not to be reproduced In any manner without the express written approval of Insignia Sign, Inc. Construction or psnnitting conditions may cause a change in dirrrersiorrs or specifications. Due b the pr n*V process, colors may vary.