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HomeMy WebLinkAboutPermit S05-051 - CONTRACTORS PERMIT SERVICES This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. S05-051 Contractors Permit Services 15250 Tukwila International Blvd DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial 30 RCW DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. CPS 15250 TIB S05-051 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 0043000070 Permit Number: SO5-051 Address: 15250 TUKWILA INTERNATIONAL BL TUKW Issue Date: 07/14/2005 Suite No: Permit Expires On: 01/10/2006 Business Name: Address: Phone: Property Owner: Name: ATLANTIC RICHFIELD COMPANY Phone: Address: P&T TAX DEPT Contact Person: Name: Address: Contractor: Name: Address: Phone: Phone: DESCRIPTION OF WORK: Replace existing freestanding sign with new image twin pole sign. 15' tall Fees Collected: $184.00 PERMANENT SIGN: Zoning: RC Sign Type: 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 Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Freestanding Sign #1 208 22 36.83 15' 0" 15 2 Freestanding Sign #2 0 0 0 0' 0" 0 0 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 doc: Permsign S05-051 Printed: 07-14-2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: Permsign S05-051 Printed: 07-14-2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director June 29, 2005 Ms. Connie Guffey 909 S. 28th St. Tacoma, WA 98409 RE: ARCO AM/PM 15252 Tukwila International Blvd Sign Permits (S05-043, S05-051) Dear Ms. Guffey and Ms. Moderger: Ms. Sue Modereger 7218 Pivte Creek Dr. Corona, CA 92881 The City has completed a review of the above permit applications. Sign permit number S05-043 is for installation of wall and canopy signs and S05-051 is for the installation of a freestanding sign at the property. The proposed signs and various aspects of the sign package do not meet the City's sign code: 1. TMC 19.32.160 provides the design requirements for signs at Service Stations. One sign mounted on an exposed building face is permitted for each street frontage and shall not exceed 20 percent of the exposed face area to which it is attached. Such face -mounted signs may be illuminated. Under permit number S05-043 there are three signs proposed, two logos on the canopy and one sign on the service station building with three signs proposed to be illuminated. The subject property only borders two streets and thus is only permitted to have two illuminated wall signs. Thus, one of the three signs must be removed. The plans for S05-043 also shows some type of advertising along the wall of the main building. These types of signs will count towards the total number of signs permitted on the site, thus there are now three wall signs located on the main building. These signs need to be removed from the plan sets. If AM/PM Arco wishes to have these signs they can be permitted as temporary signs, however, the City has limits on the number of times the signs may be displayed and time such signs can be displayed. 2. There is still an outstanding fee due of $84 due on the freestanding sign. This fee is for the required structural review. The City received a check with the original permit application for $89. On June 20, 2005, the City staff spoke with Ms. Moderger who z 41/111. 1.,_...:,_ ,v 1,:,,..,,.. /101017 . n1...,... 7/1# A21_2A7/1 . c.,.,. on.c A •)1 o. AC noted that a check in the correct amount would be sent to the City. However as of today the City has not received the check. The application process that AM/PM has chosen to use is very confusing. AM/PM has chosen to use two sign permits and two sign contractors for signs being installed on the same property. While S05-051 which should just be for the freestanding sign, however, the plans reference signs that are part of S05-043. Given this confusion the City is sending back both sign permit applications. Coordination between the two contractors needs to occur before resubmitting the sign permit application, which will be consolidated under one sign permit. If you have any questions, please call (206) 431-3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. File Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Building Division Review Memo �uw►e_ ‘‘-"-414 Date: 4arGI: 22, 2005 Project Name: ARCO AM/PM, sign permit application Application #: S05-051 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject sign permit application. Please address the following comments with revised plans and/or other applicable documentation. 1. The General Notes on elevation plan sheet 1 of 1 provided by Inland Engineering and Consulting, Inc., show incorrect code information as follows; a) General Note #16: Code reference lists the 2001 Edition of the CBC or Califomia Building Code. Washington State has adapted the 2003 Edition of the IBC or International Building Code. b) General Note #26: Shows the design wind speed at 70 MPH and exposure "C". The current 2003 IBC requires 85 MPH and exposure "B". 2. Because the above noted Code information was used in the initial footing and sign pole design calculation, revised calculations are required. Provide revised calculations using the 2003 IBC and 85 MPH wind speed at exposure "B". No further comments at this time. • Page 1 JUN 20,2005 11:59 Sue Modergaer 9518088369 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 • Page 2 T I�aY4.A PERMIT NO. SO3 - DATE: PERMANENT SIGN PERMIT APPLICATION Please print 01 1ad . Quo P \-e?1 11-24-3- Zvk..wild1J4.)keft►+o'‘,'er0ni Business Name Address of Sign Phone �; , •git__ir1 O:.il C' ems. t i 1 .1 .11 t: o'k C C 2 e s•ic IC) A tO to wit, G -n) •-n, 3 4 A0plicant/Contact Address, City. State, Zip .4 'i L8$ t t\e.Li en. % ro a. 408 O 8 Elw y q`L� Contras r Address, City, State, Zip Phone 34.0.• 1-1- 1 3a.r Phone CHECKLIST ❑ 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) o Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $100 application fee per sign See beck 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 ❑ Wall sign weighing 400 pounds or more If any of the above am due, the application must go through StiUCtural review. STRUCTURAL REVIEW CHECKLIST: ❑ S84 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 Did building go through design review?❑ Yes 0 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 facilites? (YIN) 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/extemal/none) l FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding spn is allowed perpremises. 20S O Height of building (feet). Generally, signs may not be higher than the building with which they are associated .•.2 0 Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area 1C.-93 Sign height (feet -Inches). Structural review Isrequired for signs 15 feet or more in height.l • S, e If 0 Distance from closest edge of sign to property lines (feet). Generally, signs must he set back from all property lines a distance equal to their height. 15' G Number of sign faces .2- JUN 20,2005 11:59 Sue Moderocer 9518088369 Page 3 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 i3 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 furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila will he met L / e .S Date (Signa 909 -'i i -'15 34f Phone Zoning: Planning review by: ❑ Denied 0 Issued 0 Issued with conditions Structural review required?Yes 0 No St►uc[ural review by: Y 1.A�„, �t (z z.I jtr- % Denied 0 Approved 0 Approved with, conditions ��ruc.��ra PP"°ve,l./re.vfied. 'p(.c�in (�1281OS ill , 0 2005 COMMTY DEVELOPMENT Contractors Permit Services 7218 Piute Creek Dr. Corona, Ca. 92881. June 23, 2005 V.V., WA_ L1411TT11IL4 Planning Department Brandon Miles 8300 South Center Blvd. Suite 100 Tukwila, Washington 98188 Subject: Arco Gas Station LDVLV sign appyV %.nL Mr. Miles Phone: (909) 721-7934 Fax: (951) 808-8369 cpssue@comcast.net Encl. seA is the , l-..ec ,- for Q Qn nn Please vo•i-1 +1,. check fi r the nrvmr.11r.4 LLLVLV ✓Vbl is the %l1V Vl1 L.VL W V I.V V• Please • Vlu {,11V LVL 1,11V NLLLV K11. VL 87.00 and mail it back to me with the approved plans. 1 hank you, •Ql.n 1.#tr e4aronar Contractors Permit Services JUN 20,2005 11:59 Sue Moder er 9518088369 Eh C.P.S. To: Kathryn Devlin Pages: 3 Date: 6/21/05 Regarding: Arco ground sign Kathryn, Page 1 CONTRACTORS PERMIT SERVICES Sue Modereger 7218 Piute Creek Dr. Corona, Ca. 92889 Phone: (909) 721-7934 Fax: (951) 808.8169 E-mail c . ssue ' comcast.net Per your request faxing to you the sign application required to submit for the ground sign at 15252 'Tukwila International Blvd. I will mail you the check for $84.00 Please void the check you now have and mail it with the approved plans. Call if there is anything else needed from me and thank you for e - mailing me the correct application. Contactors Permit Services Susan Modereger (-3\ CCD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ISITE LOCATION Building Permit.No:.; Mechanical. Permit No. Public Works Permit No. Project No or once use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** JUN 0 70115 DEVELOP2RdJ� King Co Assessor's Tax No.: 00-•+375:000-70 Site Address: 11525 Z 1Z kLAJ,JG l vl trr tlfi ar)q / g) ve,/ Suite Number: Floor: Tenant Name: Alf(i) ,k M P NI 547A'h(Avi *. 55 / S New Tenant: 0 Yes Property Owners Name: V) ? W q C( 1t Pr ,d /1 [ C(', Mailing Address: Co CO VI Po) int LG) P‘411 -7‘A City 116...No C4 State qc ,73 Name: S l,(i1 Mo((eye&.eV Mailing Address: -12 e/1 ,20 k E -Mail Address: efS.(,LQ C ) t-. re.. Day Telephone: ck)q-11 I - /,.? CCNT1(1Com, g ZSR, State Zip Fax Number: q6—%" f306 b3(y(,l City GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor mformation.on back page) Company Name: I" l Q\f QY 31)1'1 pj /4-bMailing Address: 2 Le 0 F, /- -L) \j Cl 5 I,l )a Contact Person: C. )0h1/1 ?Xlfher —71-1- 1/7.O(,e3? Day Telephone: 3(1( • --74. ) 3 2 .S-' City State Zip E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** 1 ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record .. Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: IENGINEER OF RECORD - All plans. must be wet stamped by Engineer of Record. Company Name: I y Ein j 1Vi eoy11 1 j `i- CGVIi(,1 l 1 v) Mailing Address: '14:3e) E. La Po /1q4516 56/-A Contact Person: 5h11 r GI Wl JU l k j 00 E -Mail Address: �f gilperrnits plus\icc changeslpermit application (7-2004) Revised: 6-8-05 bh Page 1 J V)(. 1 l� 10 )1.41 L�1 City State Day Telephone: 7I- I • T) 7 • 9 so -7 Zip —17uo Fax Number: -111 ••fl -)3 Contractors Permit Services 7218 Piute Creek Dr. Corona, Ca. 92881 June 15, 2005 City of Tukwila Planning Department e3O0 South Center Blvd Suite 100 Tukwila, WA 98188 Subject: Arco Gas Station Pole sign approval 15252 Tukwila International Blvd Mr. Miles; RECEIVED JUN 2 01005 Phone: (909) 721-793d�,cE oUMENT Fax: (951) 808-8369 cpssue@comcast.net • 6 aJ �� Per our conversation on June 15t of 2005, I am overnighting you three sets of color drawings and the structural engineering for the pole sign. Enclosed are two check one for the amount of $100.00 and the other for $89.00. Please review and contact me if you have any questions or concerns. Contractors Permit Services Sue Modereger 1<b (714) 254-0099 (714) 254-0199 Fax • DC1fiC) 1 2©fiOu 0�¢0 Signs ° Lighting ° Electrical �I=v yVE150ni 1410 N. Daly St. Anaheim, CA 92806-1502 RECE! ED 'JUN 2 8 2005 COMMUNITY DEVELOPMENT / o Le 616'0} 71i+2 fLie4-17Drt) 1 Sas"—D5 Dv/l vl2yngsnfs DI n �� wi 714 t/v/ dv1� Etie-Le6Eb l3e- a�.3 L7 �f � g, °I D o'er fid l iie 4014 54- w ea-DeD 15 15'� OWL ,u1e>v'wt4 l t-01 e j-1���o i / H /N.s � C0pu- 72 �2 45(h'4) 8 A J t. -r-isitveavkff-Pivt. MIT 1/ /buDN P °U4- /4"64freg 6113 a 1 rrre, .a" 5 v6. 7)1 ex_ in kt-crpi_5 4;Lptir-- (592_unag. , / v/u /-411/6 Que5--rioyo5 tgLEJ15,e Cott -e -- CA. LICENSE C 10-C45- 435616 ° AZ. LICENSE L38 #097661 L11 #098214 0 AZ. dba D & S Signage, Inc. INLAND NGINEERING & CONSULTING, INC. Structural Design - Planning • 4883 E. La Palma Ave. Ste. #501-A Anaheim, CA 92807 Tel: (714) 777-7700 Fax: (714) 777-7773 Job No. .t3 29^ )( Date I Z i 2 Sheet No.__I_. of 3 STRUCTURAL CALCULATIONS PROJECT: A Rev/A t i M WA 5 W INGrToN RECEIVED - 'JUN 2 2005 COMMUNiTif DEVELOPMENT CLIENT: DATE 03JECT A -Ray P»1/fn TAT/ BY CHKD. SHEET NO. JOB NO. It3 2-1—r • 10 r_og. a .0.g. II0g- - (3.11 SpEep V= 10 6 -)sr) Ir,G0 Cr a Aff l.o.v, se,r titte_) Cr tyti • Fq• Grz-0 scE -14,8 .1.rojett4 1 lz = a.00ZS'k24 . • -11 Eg. 6,-13 • V , 100_3 q. 4.10 • Iroid . . • . a- ,gc • r-1-) 3s = ,...(0.10)(1.i?)(0,isT(10.)27•!(. :F-;;;16.77 Pf, FIT is.26)(1.0)0.2_) Af 11.01tps-t Ac • RECEIVE!) • JUN 2, 2605 COMMUNITY DEVELOPMENT zo INLAND ENGINEERING D CONSULTING,INC. BY CHKD • SHEET NO. 3 SUBJECT AR Ca APO /PM s T4Ti' hi JOB NO. 't3 RECEIVED T JUN 2, 2OJS COMMUNITY DEVELOPMENT F = 19.04psf * Af PW L W .SHAPE AREA . FORCE H MOMENT (PSF) FACTOR 19.04 10.25 2.13 1.00 „ 21.78 414.72 14.88 6,168.89 19.04 9.75 0.75 1.00 7.31 139.23 4.88 678.75 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.90 0.00 0.00 0.00 TOTAL HEIGHT 20.00 Sigma F = Sigma M = X = SS= 553.9 6,847.6 12.36) 2.81 ----> >, T'S �xif x l `s , !'Co II ►n3/ 'T N.,- IBC FTG:(NON-CONSTRAINED) ft. in. diameter 2 6 depth 5 0 S = 443.3 A = 1.17 d = 4.60 --->Z Iu / h -co O X 5 -O /0 ,. %mwe/1�C, RECEIVED T JUN 2, 2OJS COMMUNITY DEVELOPMENT • 51" 62" 3"X3" X1/4" CLIPLA'5 VAI/ 5/8" 0 THRU BOLTS TO COL. 1/2" 0 5.5. M.B. TO FRAM 20'-0" 10 -3" 61" AWM. CAB. BY OTHERS POLE COVER BY OTHERS TS 4"X4"X1/4" STL. TUBE TYP. 9'-9" Ott NAT. GR. 5,--0" CONC. FTG. )BL. SIGN ELEVATION ION ARCO AM P STAT N RECE9VED JU x,25 COMMUNIT DEVELOPMENT GENERAL• NUI E5 CONTRACTOR SHALL VERIFY ALL DIME* AND CONDITIONS 2. STRUCTURAL PIPE SHALL CONFORM TO A501, ASTM A53 GRADE 'B' TYPE E OR S FY - 35 KSI. MIN. 3. STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE.' FY - 46KSI. 4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 5. ALL BOLTS SHALL CONFORM TO ASTM A307 W/WASHER 6. WELDING SHALL CONFORM TO AISC SPECS OR 2003 IBC AND PERFORMED BY CERTIFIED WELDER USING ARC PROCESS E70>0( ELECTRODES. SHOP WELDS BY APPROVED FABRICATOR. CONTINUOUS INSPECTION REOUIRED FOR ALL FIELD WELDING. 7. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL CONFORM TO AISC SPECS 8. ALL HOLLOW STEEL SECTIONS MUST BE CAPPED AND WELDED ALL AROUND TO PREVENT WATER FROM ENTERING THE SECTION. 9. ALL STEEL LESS THAN 1/4' THICK SHALL BE GALVANIZED OR USE DOUBLE COAT OF PRIMER. 10. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH CHAPTER 4 OF IBC 2003. • 11. IDENTIFYING NUMBER REOUIRED ON SIGN AND WEIGHT OF SIGN CLEARLY LABELED. 12. SOIL TYPE ASSUMED SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL, ALLOWABLE LATERAL BEARING PRESS 100 LBS./SO. FT/FT. 13. CONC. TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH OF 4500 Pa @ 28 DAYS FOR SULFATE RESISTANCE ONLY AND SHALL BE POURED AGAINST UNDISTURBED SOIL (NO FORMS) • 14. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33 WITH MAX SIZE OF 3/4' COARSE AGGREGATE 15. •CONCRETE MIXING SHALL CONFORM TO ASTM C-94 16. ALL HOLES DRILLED OR PUNCHED. 17. ALL WORKS SHALL CONFORM TO 2003 EDITION OF IBC 18. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT. ANY ALTERATION WILL VOID THESE PLANS 19. REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, GRD. 60, DEFORMED. 20. SIGNS TO BE 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE WIRES 21 SIGNS TO BE U.L LABELED AND COMPLY WITH ART. 600, NEC 22 SIGNS TO BE ON SEPARATE CIRCUIT WITH UNDERGROUND FEEDER. 23 PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION PER SEC 3306, IBC 24 STRUCTURAL ALUM., 6061-T6, Fb-19000. PSI. 25. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBG # ER -137.2, -INSTALL PER MANUF. SPECIFICATION. 26. HILT! HY 150 EPDXY ADHESIVE PER ICBG 5193 INSTALL PER MANUF. SPEC 27. DESIGN WIND LOAD 10 MPH EXP. 'C. 1 OF1 SHEET NO. DONCO & SONS, INC. CLIENT JOH NO. Lt327-X DATE: 12123/01r LigNal IMOOTT5M0 ETA ©tIVIItl oOM, 4883 E. La Palma Avenue, Suite 501-A, Anaheim. CA 92807 Tel: (714) 777-7700 Fax: (714) 777-7773 NEW SIGN PROPOSAL . o a " SIGN SCHEDULE CODE DESCRIPTION QTY SQ.FT. TOTAL REMARKS El EXIST. TWIN POLE SIGN 1 153 153 REFACE NEW IMAGE E2 EXIST. CANOPY SPARK LOGO 1 2 2 ON EXIST. CANOPY STRUCTURES E3—E5 EXIST. ADVERTISEMENT SIGN 2 25 50 ON BOTH SIDES OF BUILDING ELEVATION E4 EXIST. AM PM WALL SIGN 1 25 25 OVER FRONT ENTRANCE TOTAL SIGN AREA = 230 SQ.FT. NOTE: THE FOLLOWING APPLIES TO ALL ELECTRICAL SIGNS: U.L. LABELS EXTERNAL DISCONNECT SWITCHES CONNECT TO EXISTING ELECTRICAL CIRCUIT CON RA, IO.R k > f r . PROPERTY OW,N;ER€ DONCO & SONS, INC. 1410 N. DALY ST. ANAHEIM, CA 92806 714-254-0194 ST. LIC. 435616 C10C45C61 ARCO PRODUCTS COMPANY 4 CENTERPOINT DRIVE LA PALMA, CA 90623 JOHN BARBER 714-254-0099 P: ` PROJECT: •-y. 'JOB ADDRESS:, NEW SIGN LAYOUT IMAGE UPGRADE NEW COLORS & LAYOUT ARCO STATION # 5515 15252 PACIFIC HWY SO SEATTLE, .WA RECEIVE, 2N5 COMWIUNil Y rIPAiF1 nPMENT DATE: 8/20/2004 N 4- 208' — 208' 52' 52' Dumpster JUN Cog�r �2vN+T' 0 1005 DEVELOPrytENT 38' Pacific Hwy. So. 208' Gas Canopy Eci 32' —� 1 45' J 1 167` C e_M0vL RWac e ti/ 36. X13 `t--• LS' O.t�•`(-4. / Site # 5515 Address 15252 Pacific Hwy. SO City Seattle State WA Ray Files Site Plan Coast 2 Coast Surveys 2/18/2004 Key A - Air Pump K - Kerosene P -Pay PhSne D - Diesel Pump W - Water G - Gas Pump i INLAND ENGINEERING & CONSULTING, INC. StructuralDeslgn - Planning 4883 E. La Palma Ave. Ste. #501-A Anaheim, CA 92807 Tel: (714) 777-7700 Fax: (714) 777-7773 Job No. 3iLt'S~2, Date 00 I •(a / e' 5 Sheet Noof a STRUCTURAL CALCULATIONS PROJECT: /RCo AP', PO STS fI oA) CLIENT: DoNco cod , 1 r'h.:, IIIti'�� LIJ JJ cc���urru rT DEVELD,,p, ��T INLAND ENGINEERING AND CONSULTING,INC. BY CHKD SUBJECT I,JSCZ) r P1"1 -- SHEET NO. Z JOB NO. ` ct4-R _ X(Z RECE fE JUN 2 0 2005 DEVELOPMENT i 70 MPH WIND EXPO. "C" (0-15) PW=(1.06)(1.4)(12.6)=18.7PSF (60-80)PW=(1 53)(1.4)(12.6)=27.OPSF (15-20)PW=(1.13)(1.4)(12.6)=20.OPSF (80-100)PW=(1.61)(1.4)(12.6)=28.40PSF (20-30)PW=(1.23)(1.4)(12.6)=21.7PSF (100-120)PW=(1.67)(1.4)(12.6)=29.46PSF (30-40)PW=(1.31)(1.4)(12.6)=23.10PSF (120-160)PW=(1 .79)(1.4)(12.6)=31.58PSF (40-60)PW=(1.43) (1.4)(12.6)=25.23PSF PW i- W SHAPE AREA FORCE H MOMENT (PSF) 'FACTOR 20.00 5.00 2.13 1.00 10.63 212.50 17.50 3,718.75 18.70 5.25 2.13 . 1.00 ' 11.18 209.11 12.38 2,587.77 18.70 9.75 0.75 1.00 7.31 136.74 4.88 666.63 0.00 0.00 0.00 1.00 0.00 0.00 0.00 .0.00. 0.00 0.00. 0.00 1.00 .0.00 0.00 0.00 0:00 0.00 0.00 0.00 • 1.00 0:00 0.00 0.00 0.00 1 TOTAL HEIGHT 20.00• UBC FTG:(NON-CONSTRAINED) Sigma F = Sigma M = X = sr = 558.4 6,973.1 12.49 2.86 ------- ' 1_s . irx q X f f Sr- lf', J I 10/ ft in. diameter 2 6 depth 5 0 S= 443.3 A = 1.18 d = 4.64 --› ¢O .. Foa ii n/!r 2- � X 5 - o d e,' RECE fE JUN 2 0 2005 DEVELOPMENT T 51" 62" 20 -0" 10'-3" 61" 1 31X3" X1/4" CLUPL..4'5 W/ 5/8" 0 T'r RSI BOLTS TO COL. 1/2" 0 S.S. M.B. TO F RAM E ALUM. CAB. BY OTHERS E-- POLE COVER BY OTHERS TS 4"X4"X1/4" STL. TUBE TYP. 9'-9„ til 5=0" 2'_6"oj' ., 2'-6"�,, 6 NAT. GR. CONC. FTG. { ✓ l: ! '` �!; `:,, Ei! EMT CO AM PLA, TATOON A I GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. 2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE '8' TYPE EORSFYW35KSI. MIN. 3. STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE 'B' FY •- 46KS1. 4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 5. ALL BOLTS SHALL CONFORM TO ASTM A307 W/WASHER-U.N.O. 6. WELDING SHALL CONFORM TO AISC SPECS OR 2001 CBC AND PERFORMED BY CERTIFIED WELDER USING ARC PROCESS E70XX. ELECTRODES. SHOP WELDS BY APPROVED FABRICATOR. CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDING. 7. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL CONFORM TO CBC SECT. 2205A • 8. ALL STEEL LESS THAN 1/4' THICK SHALL BE GALVANIZED OR USE DOUBLE COAT OF PRIMER. 9. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH CBC SECTION 207. 10. IDENTIFYING NUMBER REQUIRED ON SIGN AND WEIGHT OF SIGN CLEARLY LABELED. 11. SOIL TYPE ASSUMED SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND•CLAYEY GRAVEL, ALLOWABLE LATERAL BEARING PRESS. 100 LBS./SQ. FT/FT. 12. CONC. TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI. IP 28 DAYS AND SHALL BE POURED AGAINST UNDISTURBED SOILNO FORMS.) 13. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33 WITH MAX SIZE OF 3/4' COARSE AGGREGATE 14. CONCRETE MIXING SHALL CONFORM TO ASTM C-94 15. ALL HOLES DRILLED OR PUNCHED. ----. 16. ALL WORKS SHALL CONFORM TO 2001 EDff1ON OF CBC. 17. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT. ANY ALTERATIONW1LL VOID THESE PLANS. 18. REINFORCING STEEL SHALCOMPLY WITH ASTM A-6 15, GRD. 60, DEFORMED. 19. SIGNS TO BE 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE WIRES. 20. SIGNS TO BE U.L LABELED AND COMPLY WITH ART. 600, NEC. 21. SIGNS TO BE ON SEPARATE CIRCUIT WITH UNDERGROUND FEEDER. 22. PROVIDE'PEDESTRIAN PROTECTION DURING SIGN ERECTION PER SEC. 3303, CBC. 23. STRUCTURAL ALUM., 6061-76; Fb-19000. PSI. DuA. 0r 1. �� 24. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBG # ER -1372, i INSTALL PER MANUF. SPECIFICATION. 25. HILTI HY 150 EPDXY ADHESIVE PER ICBG 5193 INSTALL PER NMANUF. SPEC. 26. DESIGN WIND LOAD 70 MPH EXP. 'C. 5 k ,��$ l r RE CJ9%FFD JUN 2 0 205 DEVELOd'ivitNT 1 OF 1 SHEET NO. ®ONCO & SONS, INC. CLIENT 3948-XR JOB NO. DATE: 121 N. St. College Blvd. Ste. 10B, Anaheim, CA 92&� Tel: (714)956-1790 FAX: (714)956-0667 EXISTING 12'-5" ARCO Pm Unleaded 000 0 Self Serve Gasoline • Unleaded Plus 000 0 Self Serve Gasoline 9 UnI. Premium 0004 Self Serve Gasoline 12'-0" 3'-8" 3'-8" 28 -0" PICTURE OF SIGN ON SITE ARCO COMBO MODEL # 46 PRICE SIGN MODEL #46 SINGLE POLE SIGN RECE!V D JUN 2 0 2005 DEVELOPMENT PROPOSED REPLACE EXISTING SIGN WITH NEW IMAGE TWIN POLE SIGN TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS Z Z 0 co DATE: 05-27-04 REVISION 1 08-20-04 2 3 4 SCALE: 1/46=1' SHEET NUMBER 1 OF 1 Existing Site Photo A SCALE: NTS Cifr 1'-0' high dimensional bullnose with illuminated red LED band R? -Imaged Site Photo DSCALE: NTS Parapet behind ampm sign -for fascia that is parallel to entrance doors Internally illuminated individual letters Existing fascia finished BP Pearl with reveal decals BP Pearl (textured finish) BP Dark Pearl (textured finish) Front Elevation GISCALE: 3/32•=1.-0' Left Elevation D SCALE: 3132'=1'-0' Silver mullions WALL AREA - SOUTHEAST ELEVATION: 13'3" X 36' = 477 SQ. FT. X 20%= 95 SQ. FT. ALLOWED SIGN AREA - SOUTHEAST ELEVATION: AM/PM: 3'9" X 8'10" = 33.11 SQ. FT. LOGO ON SOUTH ELEVATION: 3' DIAMETER = 9 SQ. FT. LOGO ON EAST ELEVATION: 3' DIAMETER = 9 SQ. FT. TOTAL FOR SITE: 51.11 SQ. FT. Existing Iightbox removed and replaced with standard Tight box with non -illuminated POS signage below ry,0- tivkA. \�f Right Elevation eSCALE: 3/32'=1,-0. ampm 4 Z 4 1- 4 • w d 0 W 0 1- W 1- I 1- W 0 ..n o¢ 4 0 Mb 0 DESIGN INTENT ONLY: NOT m 0 Z m � Sa Date: 6/10/2003 Revision 4/15/2005 Sheet 6.OA SITE IMPROVE VENT PLAN I& mom EX.. NEM CONCRETE CURB • a a S 84910'46' E PL -B.00• '----C' T?•L.I t1CLCilP� NEW ASPHALT PAVEMENT TO MEET AND MATCH EXISiMC. SAWCUT EX. ASPHALT 0 LOT UNE. SEE GEN. NOTE 6 S 01'49'12' W PARKING TO ROAN \ a u SAWCUT EX. ASPHALT 0 LOT UNE. SEE GEN. \ NONE 6 SEE NOTEG6 \ 11 L FENCE LM. -- :INR: t C)(11°‘411 GA A U a ;\ \ \p • a • u 6• 4 EXTRUDED 6 GATE CONC. CURB SAwCUT EX. ASPHALT CONNECT TO EX. 6' SS (5EE GENERAL NOTE 9P OM; 6' PVC,T0 SAN. SEWER O 1.O% MN. NEW 3' WIDE CONC GUTTER SWALE 0 1.0% CTYP.) I EDGE COSTING SLAB m BE REMOVED SEE GEN.', NOTE 7 III EX. A.G. YAVELIEN.......-- TO KI NN •15 SS \ LEGEND EXISTING GRADE COHTOIRN PROPOSED GRADE SPOT ELEVATION NEW ASPHALT PAVEMENT NEW CONCRETE PAVEMENT PAVEMENT SWALE NEW STORM DRAIN PIPE NEW CATCH BASIN CATCH BASIN PROTECTION reit fierm • SITE DEVELOPMENT CALLOUTS Ol PROWDE NEW CONCRETE CURB TO MEET AND MATCH COSTING. NEW AC PAVEMENT TO MEET AND MATCH EXISTING. MIN. SECTION TO BE 3' AC OVER 6' CRBC. 0 INSTALL SILT BAGS, INSERTS. OR OTHER APPROVED DEVICE IN EXISTING CATCH BASINS PRIOR 70 DEMOLITION/GRADING WORK. 5EE SHEET DS1-2 FOR DETAIL O PROVIDE NEW LANDSCAPE PER SHEETS L-1 AND L-2. GENERAL NOTES 1. ALL WORK STALL BE N ACCORDANCE WITH CITY OF TUKWDA STANDARDS AND SPECIFICATIONS. EXCEPT FOR DRIVEWAY REMOVAL 2. EXISTING PAVEMENT BASE COURSE MATERAL SHALL BE SALVAGED FOR REUSE AS DEEMED ACCEPTABLE BY FIELD ENGINEER AND/OR SOILS ENGINEER. 3. ELEVATIONS ARE TO TOP OF PAVEMENT U81.3ESS OTHERWISE NOTED. 4. PROJECT 6 WITHIN THE VAL VUE SEWER DISTRICT. A SEPARATE PERMIT SHALL BE OBTAINED FOR ANY SANITARY SEWER WORK. 5. CONTRACTOR SHALL PROVIDE ENGINEER WITH THE INVERT ELEVATION OF EXISTING SEWER AT T1E-14 PRIOR TO CONSTRUCTION. 6. CDORDDNTE ASPHALT REMOVAL AND L 4DSCAPE WORK WITH ADJACENT SOUND TRANSIT PROJECT. 7. SEE DEMDIJTION PLAN. SHEET D51-1, FOR SITE DDADLI110N. `NEW TANK VENTS. SEE TANK PUN zn MATCH EX. LMYUGHT SWALE CASTING PAVEMENT 337.71 MATCH EX 0 ; 4 20'14017W C -C )E71' SOEWMX AND b!as a GUTI R PER CM ,. SEATAC STANDARDS CURB a GUTTER PER DET `I 1110.2 E. REPAR/9F$ACEJLOAGWAY ASBMILT DISTURBED 8Y CUE REPULCDEII. i r - MEET AND MATCH ,MI 4 n E• ::'aC[' CURB AND SO ATN.O%IAIFXAI✓ip14110.7aw11MIVAIGIIVOA4pIYtJNq' SEATAC CRL' L1MiTT5 . / .. IX. TRAFFIC \Gf� MEET AND MATCH ,51GNAL,����i•• EX CURB _ International Boulevard C MEET TTOAND MOCH I P I 4 NOTE TOP OF UP AT DRNEWAYS. NOTES: 1. SEE SEC. 3.04 K.C.R.S. FDR JOINT REQUIREMENTS. 2. ROU. GUTTER TO MATCH POSITIVE SIWERELEVATION. 3. SEE ORAWING NO. 1-008 FTM CONFIGURATION OF FILL E WALKWAY BEHIND CURB IF REQUIRED. FOR INTEGRAL POUR CONSTRUCTION. //4' EDGED GROOJE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE OFFSITE CONCRETE CURB DETAIL PER 1993 KING COUNTY ROAD STANDARDS DWG. N0. 3-002. CUM A kL lr ARCO PWE ,COLURmC1A11C .110112 1•00016 _ 011 10 Bovis Land Lease G/oba/Alliance • 0301•011T0101 meow WYE MITI CostT.K% mQGH'AU4' fl •1 • y 714C ENG"AC.'e •tMID 'l M8 Dmo. 90000. 18215 72141 AVENUE 505144 KENTWASHINGTON 98032 (425) 251-8222 NM 011E MOWN 0814101 Q y12/M,15ED PER Mk 0 0 0 Sti OAP .l ``L9 (;¼f\j fC28327`so 4, /ORA V I DANES 01-07-05 I wasga goo •mo. • ms ore re moots 00606044 .01100110* • 110 .0060 15252 International Blvd Tukwila, Washington 98188 FAC #-5515 080088 0. 00I10 not 0020 Ft a IVIG! 000 R a 111.1100 •111 \oast- - Amar m BCE #2369 COMM SITE IMPROVEMENT PLAN 91EEI 80 c-1 223691,223694.07,e2369D,FAC05515 LI -1 12-04, A.C.M. FASCIA BACKING 'BP PFARLESCEM WHITE' LED LIGHT TUBE c\GAIMA 1 14'1 IMAGE DECAL "ARCO BLUE" 3'-0' DIA. CONVEX SIGN FASCIA WITH EMBOSSED LOGO - INTERNALLY ILLUMINATED AND SURFACE MOUNTED (SEE SHEET CA1-2 FOR LOCATIONS) Side Elevation SCALE 1/4" — 1.-0" 2T-0" EXST. CANOPY � ILLUMINATED SP BACKING SEE AND CA1-2 LOCATIONS Front Elevation (Street Intersection) SCALE 1/4' Note PURPOSES ONLi. R IS THE RESPONSIBILITY OF THE SIGN CONTRACTOR TO REVIEW AND COMPLY WITH LOCAL SIGN CODE FOR JURISDICTIONAL REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS SHALL NOT BE HELD RESPONSIBLE FOR INCORRECT SIGNAGE SHOWN ON THIS, OR OTHER DRAWINGS IN THIS PIAN SET. € Li,' I7 or) ref -bele- gad &V/ em- � 4, ACM FASCIA W/ SHEET METAL BACKING, INTERNAL FRAMING PER MANUFACTURER SHOP DRAWINGS. MANUFACTURER TO COORDINATE ATTACHMENT LOCATIONS W/ INSTALLER IMAGE DECAL LED LIGHT TUBE 7JLED LIGHT TUBE U\ \*e O 4 Spark Detail SCALE 3/4• - 1'-0' 1 PLASTIC BULLNOSE W/ ILLUMINATED REVEAL BEYOND R4'-3 7/B" 8,1 41.1.1NOCC MML1001. ODOR 4411 IR BL ON�is Globes/Alliance 4 mON.O.R OMR M MIOAIALOW i i OPY FRAMING MEMBERS, SEE STRUCTURAL DRAWINGS E�MA� _� 3' METAL DECK n� -N COVER SHED N WATER LEADER COVER Q10FR DRAIN W/ STRAINER AND LEADER PREFTN FOR EMERGENCY (TIP. 0 EACH EDCanopy Fascia Detail SCALE 1 1/2" (LONGTTUDNAL SECTION) 1 1/2%1 1/2"43/16. ANGLE IRON FASCIA BRACKETS BY CANOPY CONTRACTOR 0 24" 0.C. CANOPY FRAMING MEMBERS, SEE STRUCTURAL DRAWINGS 3' METAL DECK IJ 1/4 I 11 1/2• GUTTER OCanopy Fascia Detail 2 SCALE: 1 1/2 - 1'-0" (TRAVERSE SECTION) 4' ALUMINUM FASCIA WRAP AROUND SPARK BOX. WRAP TO ALIGN WITH FRONT AND BACK OF FASCIA CIRCULAR SIGN BOX WRAPPED BY ALUMINUM FASCIA (BOX SITS OUT PAST FASCIA) SPARK FRAMING ATTACHED TO ANGLE IRON BRACKETS PROVIDED BY CANOPY INSTALLER DEPTH OF SIGN MAY VARY BETWEEN MANUFACTURERS BASED ON INDMDUAL LX:NTING PLANS, - 715• S THE ALLOWABLE RANGE WITHIN VISUAL STANDARDS. EDFascia Sign Section SCALE: 1 I/2• - 1.-0• A ‘k 1 r ARCO IIOEETC9R11804C114 UC 41.1.1NOCC MML1001. ODOR 4411 IR BL ON�is Globes/Alliance 4 mON.O.R OMR M MIOAIALOW MANN. /1R OMR DOOLWOND GHA//4.9 ea Z -11, I V 0 2 ys 6 l1./r9 ENGIt" wo 14NM40 no moo RCwmr 18215 72110 AVENUE SOUTH KENT WA5/ONGTON 98032 (425) 251-6222 60. 041E MOM omL>.Ma Q1 2/2/2(03 Mr M 14•46 Pim IN. Mn, 4/IIA6 O]6RLWN MUSE d 6 0 (LONGTTUDNAL SECTION) 1 1/2%1 1/2"43/16. ANGLE IRON FASCIA BRACKETS BY CANOPY CONTRACTOR 0 24" 0.C. CANOPY FRAMING MEMBERS, SEE STRUCTURAL DRAWINGS 3' METAL DECK IJ 1/4 I 11 1/2• GUTTER OCanopy Fascia Detail 2 SCALE: 1 1/2 - 1'-0" (TRAVERSE SECTION) 4' ALUMINUM FASCIA WRAP AROUND SPARK BOX. WRAP TO ALIGN WITH FRONT AND BACK OF FASCIA CIRCULAR SIGN BOX WRAPPED BY ALUMINUM FASCIA (BOX SITS OUT PAST FASCIA) SPARK FRAMING ATTACHED TO ANGLE IRON BRACKETS PROVIDED BY CANOPY INSTALLER DEPTH OF SIGN MAY VARY BETWEEN MANUFACTURERS BASED ON INDMDUAL LX:NTING PLANS, - 715• S THE ALLOWABLE RANGE WITHIN VISUAL STANDARDS. EDFascia Sign Section SCALE: 1 I/2• - 1.-0• A ‘k 1 r ARCO IIOEETC9R11804C114 UC 41.1.1NOCC MML1001. ODOR 4411 IR BL ON�is Globes/Alliance 4 mON.O.R OMR M MIOAIALOW MANN. /1R OMR DOOLWOND GHA//4.9 ea Z -11, I V 0 2 ys 6 l1./r9 ENGIt" wo 14NM40 no moo RCwmr 18215 72110 AVENUE SOUTH KENT WA5/ONGTON 98032 (425) 251-6222 60. 041E MOM omL>.Ma Q1 2/2/2(03 Mr M 14•46 Pim IN. Mn, 4/IIA6 O]6RLWN MUSE d 0 & 0 & & MLN, ,L S CR 5` O1 Aie/ < ei't/°N.AL 1:4' 1 EXPIRES 01-07-07 1 IIeIDm IMI OF Ea 1 Si, MOOD. MP MN= WM V FOOMAK MOO iloir• 10 .01,07= MS PINT: AIMS NOICIS 10 OK It 1101OWS CM, RE 1OF MOM 44.41• raw •44. owe ars va lemeams 4•4444 Is iv mew ws ostr,44 sr 44 ONG041011.1 00a10400. ISLAND CANOPY EXPANSION PROJECT 2004 RETROFIT PROGRAM as mom 220 SE EVERETT MALL WAY EVERETT, WA 98208 FAC #5446 Dim R Io AIME CSM MEM ppo IP GM ROOT IR CR/ MMR A WIOYt ME= MD BCE #2197 mr o 11116 PROPOSED CANOPf ELEVATIONS AND DETAILS WRIT NR CA2-1 Re: P:\0200M\2763\ercNttcturvIVoc63565 ca21.d. 15'-O" 10-4" PROPOSED 51" (igh it\ (;: 1\1(kV ui,va!alc�I plot uMn3A„r! pr+3fl I,��t, tielf ; f0Ve asaline 62" 61" REPLACE EXISTING SIGN WITH NEW IMAGE TWIN POLE SIGN TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS RECE VF 6'd 1, , CO:. OEVEL(.:'-,tih;NT ..lirt'1rt 1-r,TM\an i i.u, T .C( e' Z a z DATE, 0II.27.04 REVISION 1 08,2404 2 3 4` SCALE: 1/4" - 1 SHEET NUMBER 1 OF 1 !ra -inn N 4- 208' m 0 r T1 52' 4 52' Dumpster -4E -- 38' —0.4 208' me - 1 Gas Canopy ID EDI El IEII 32' i 45' � J 1 167` Pacific Hwy. So. Sir) RWare_ / 1 s ' o. t\ . t-1 . i Site # 5515 Address 15252 Pacific Hwv. SO City Seattle State WA Ray Files Site Plan Coast 2 Coast Surveys 2/18/2004 Key A - Air Pump K - Kerosene P -Pay Phone D —Diesel Pump W - Water G - Gas Pump 8 • • C.P.S. • CONTRACTORS • PERMIT • SERVICES • 7218 PIUTE CREEK DRIVE CORONA, CA 928J1 (909) 721-7934 PAY e) 'L" REMITTANCE ADVICE WELLS FARGO BANK, NA. WWW.WELLSFARGO.COM 16-24/1220 M'