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HomeMy WebLinkAboutPermit S05-043 - ARCO AM PMARCO AM / PM 15251 TIB 505-043 A 'City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: 15250ACIFIC HY S TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: S05-043 Issue Date: 07/14/2005 Permit Expires On: 01/10/2006 Business Name: AM PM Phone: Address: 15252 PACIFIC HIGHWAY S, TUKWILA, WA Property Owner: Name: STATE OF WASHINGTON Phone: Address: PATROL -PROP MGMT Contact Person: Name: Address: Contractor: Name: Address: Phone: Phone: DESCRIPTION OF WORK: The application is for six signs on the premise: Sign one is a freestanding sign. The freestanding sign will replace a non -conforming sign that had been altered without a sign permit and thus has lost non -conforming status. The freestanding sign will be 15 feet tall and will be setback 15 feet from all property lines. The sign area will be about 50 square feet. Sign Two is wall sign lighted "AM/PM with a line over the top. The sign will be 33.11 square feet and will be placed directly over the entrance to the station. Sign Three is lighted "spark" on the southeast elevation of the new canopy. The sign will be nine square feet in size. Two non lighted signs will be on the left and right elevations next to the main entrance to the building. These signs will nine square feet and designed to include replacement copy. These signs are permitted under TMC 19.32.160 (3). Fees Collected: $400.00 Zoning: Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 477 165 165 80 Wall Sign Size (sq. feet): 33 9 9 9 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 doc: Permsign S05-043 Printed: 07-14-2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): 0 Sign Height (feet and inches): 0' 0" Setback (feet): 0 Number of Sign Faces: 0 Planning Division Authorized Signature: 0 0 0 0' 0" 0 0 i r 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: Permsign S05-043 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 WW1 C....C..;t,, 41.1nn . T..L...;1.. bfb2vhirtntnn OR1RR • Ahnne. 911/.421.2R7n • Fav• 'OA -A21.2AAS 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 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prosect: vV\ — \n� Tcyjaeof Inspection "Q'r`: p Address: '--:Th-D- Y S Date Called: 1 O mac\ C') ----- Special Instr`ction • ` �� �> Date Wanted: a.m. p.m. Re ester: Y\...31._. Phone No: .D a-3 - `--t ---/ - 33 -. ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ❑ $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: City of Taicwila Department of Mrnmunity Development 6300 Southcenter Boulevard, Suite;100 Tukwila, Washington 98188 (206) 431-3670 PERMANENT SIGN PERMIT APPUCATION P RMIT SoS—oy3 DTE: :...'i 11 c25 IAY 1 9 2005 AM PM 3usiness Name Connie Guffey tppltcanUContact Plumb Signs Inc. :ontraclor Please print • 15252 Pacific Highway South Address of Sign Phone 909 S. 28th St., Tacoma, 98409 (253)473-3323 x10 Address, City, State, Zip Phone 909 S. 28th St., TAcoma, 98409 (253)473-3323 Address, City, Slate, Zip Separate application required for. each sign proposed 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs Sign elevations with area calculations and dimensions Building elevations (for wall signs) Supporting structure and method of illumination V One copy of^dalid Washington State contractor's license $50 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples s the sign: 4/7)1 /•)/ 6 Internally lit ❑ Externally lit Phone Is your sign a: • ❑ Freestanding sign 15 or more feet in height O Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more 1f any of the above are true, (he application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $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) LI Structural calculations for the sign shall be prepared by a Washington Stale structural engineer SIGN DESCRIPTION ❑ Not lit )oes the sign face residential zones or public facilities? ] Yes xposed neon tubing Is not allowed within 200 feet of LDR, 1DR or HDR zones. No )icl building go through design review? ] Yes .? ❑ No icluding this sign, how many signs will list Ili business? 'reestanding / Wall VALL SIGN: Vhat is the wall area (length x height) where the sign will be counted? 9:5 square feet Vali sign size: 33j/ square feet )oes wall sign weigh more than 400 pounds? ] Yes [ No r the sign weighs more than 400 pounds It requires structural evlew. See checklist for additional Information required. FREESTANDING SIGN: Street frontage of the entire premises where the sign will be located: feet 'Generally, only'one freestanding sign Is allowed per premises. Size of sign face: square feet Structural review Is required for pole signs with faces 30 square feet or more In area, (see checklist for additional Information required). Number of sign faces: Height of building: feet Generally, signs may not be higher than the building with which they are associated. Sign height: feet inches Structural review Is required for signs 15 feet or moro In height, (see checklist for additional Information required). Distance from closest edge of sign to property lines: feel Generally, signs must be set back from all property lines a distance equal to their height. INSPECTIONS the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket ispections. Footing inspections must take place before concrete Is poured. Bracket Inspections must take place before sign is 'stalled. structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning )ivlsion at 431-3670 for a final inspection. is the responsibility of the installer to obtain the electrical permit and inspections from the Washington Stale Department of Labor nd Industries al (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I IEREr3Y 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 ie applicable requirements of the City of Tukwila will met. 5/1/05 rate :oning: I- J FOR OFFICE USE ONLY ignature of owner or aulhori d ager (253)473-3323 Phone Planning review by: 0 Denied O Issued 0 Issued with conditions ;tructural review required? 0 Yes 0 No Structural review by: 0 Denied• O Approved 0 Approved with conditions 1/4clual lime spent to review Additional charges for time over 2 hours :ommenls or Conditions: RECEIVED 'MAY 1.9.2005 DCE OUNIry mar. LICENSED AS:PROVIDED BYLAN AS ELEC CONTR SIGN LICENSE. ,# EXP . s DATEti E64 PLUMBSI077QS 11/1042005". EFFECTIV. DATE 11/ 10/1993 - �`\ 1 \ � t l', lE PLUMB SIGNS,. INC r', _ n ' �' 909 S 28TH ST TACOMA; W;; 98/09-8106 Ii Signature JP Issued by DEPARTNLENT OF LABOR AND INDUSTRII:S.1'... PROPOSED REPLACE EXISTING SIGN WITH NEW IMAGE TWIN POLE SIGN TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS RECE :" ;D E'd CGr 4 REVEL{:'.-ith NT A/alrt H1TM)Ifl I LLJ) T •C'fa z a z DATE: 08.27.04 REVISION 1 09,20.04 2 T SCALE: 114" =1' SHEET NUMBER 1 pp 1 N 208' 52' 1 52' Dumpster �--- - 38' : * 208' Gas Canopy 0 © CR 32' 1 45' 4-- 4-- I ( - 4 Pacific Hwy. So. It 7 ' -rNo u LX 1 s --i "' `'\e_ R(Wctc e 36. 13 ` Ls' 0.k, \-%. • 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 Existing Site Photo A SCALE: NTS 1'-0' high dimensional bullnose with illuminated red LED band Re -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) 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" = 33.1 1 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 light box with non -illuminated POS signage below Front Elevation c3 SCALE: 3/32'=1'-0' Left Elevation D SCALE: 3/32'=1'-0' Silver mullions a#01\1 0ockx-1�% vtzt4v),,,A -\\\ (2) I Right Elevation SCALE: 3/32'=1'-0' ampm 0 cc 4 0 z 4 1- 4 a es Q 0 W 1- X W 11- 1 0 1- W Q 0 -• V o dQ 0 0 z m � a fA Dote: 6/10/2003 Revbiorr 4/15/2005 Sheet b.OA SITE IMPROVEMENT PLAN N 68.10'48' W PL.6.00 n NEW CONCRETE NEW ASPHALT PAVEMENT TO MEET AND WATCH EKfsTm SAWCUT EX. ASPHALT 0 LOT LINE. SEE GEN. NOTE 6 PARAU$ PARKING TO REMAIN 5 01'49'12- W SAWCUT ASPHALT 0 LOT UNE. SEE GEN. NOTE 6 SEE CEN 1 %NOTE 6 • ,` FENCE JNA: --- CHAIN NEW 6' EXTRUDED CONC. CURB SAWCUT EX. ASPHALT CONNECT TO EX. 6' 55 (SEE GENERAL NOTE \ EX. A.C. VAVEMEM TO REMAIN J 15 SS DAYUGNT SHALE EXISTING PAVEMENT • 337 n MATCH IX. Eft] 2x14.51- W PL..150.00' .. l[N'SLDEWALX AND CURB & GUTTER PER GITY SFAT4C STA/CARDS CURB & GUTTER PER DET THS.S REPNL/6FPUCEJIOADWAY ASPHALT DISTURBED 6Y CURB REPLACEAOD. , MEET AND MATCH CURB AND SET M1 STAIAC C77ILI UT5 oMEET FJL 06D MATCH 04610 A]M.(IAirs'04UUakAIT IAW!.,NATUIT'�A6'VMO' © - EX. TRAFFIC . MEET AND MATCH ' I SIGNAL • — -- International Boulevard iTT1OH)117, LEGEND EXISTING GRADE CONTOUR PROPOSED GRADE SPOT ELEVATION NEW ASPHALT PAVEMENT NEW CONCRETE PAVEMENT PAVEMENT SWALE NEW STORM DRAIN PIPE NEW CATCH BASIN CATCH BASIN PROTECTION 335.4 / ■ SITE DEVELOPMENT CALLOUTS O PROVIDE NEW CONCRETE CURB TO MEET AND WATCH EXITING. O NEW AC PAVEMENT TO MEET AND WATCH DUSTING. MIN. SECTION TO BE 3- AC OVER r CRBC. O INSTALL SILT BAGS, INSERTS, OR OTHER APPROVED DEVICE N DUSTING CATCH BASINS PRIOR TO DEMOLITION/GRADING WORK. SEE SHEET 0S1-2 FOR DEEM.. ® PROVIDE NEW LANDSCAPE PER SHEETS l-1 AND 1-2. GENERAL NOTES 1. ALL WORK SHALL 8E IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. EXCEPT FDR DRIVEWAY REMOVAL 2. EXISTING PAVEMENT BASE COURSE MATERIAL SHALL BE SALVAGED FOR REUSE AS DEEMED ACCEPTABLE BY F6;LLD ENGINEER AND/0R 5045 ENGINEER. 3. ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 4. PROJECT 5 WITHIN THE VAL TAR SEWER DISTRICT. A SEPARATE PERMIT SHALL BE OBTAINED FOR ANY SANITARY SEWER WORK. 5. COHTRAC1OR SHALL PROVIDE ENGINEER WITH TIE INVERT ELEVATION OF EKSTDIG SEWER AT TIE -64 PRIOR TO CONSTRUCTION. 6. COORDINATE ASPHALT REMOVAL AND LANDSCAPE WORK WITH ADJACENT SOUND TRANSIT PROJECT. 7. SEE DEMOLR7N PUN. SHEET 051-1. FOR 511E DEIAOLDION. ry • NOTE TOP OF LID AT DRIVEWAYS. NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL CURER TO MATCH PO5NNE SUPERELEVATKIN. 3. SEE DRAWING N0. 1-006 FOR CONFIGURATION OF FILL & WALKWAY 891040 CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION. I/4' EDGED GROOVE MAY REPLACE EXPANSKN JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FDR EXTRUDED CURB ANCHORAGE OFFSITE CONCRETE CURB DETAIL PER 1993 KING COUNTY ROAD STANDARDS DWG. NO. 3-002. CUM: A k‘& 1 r ARCO W WEFT CCM MORE* Lie 4111NLT WOW= MDR RE !. Bovis G/obalAlliance 4QKIWOMIF WW[ M WMECa® -1 1;1171 g I ra W. DM a r9a INESCWIEN 6 4/17/46 cR Cplq n 6. 6. 0 0 aa, S. GR(� ASN,`�L9 S. f ' i 26327 p 'r 'NO" EE'S'%+�. 1 EXPIRES 01-07-05 1 >MtCLIAno¢ 57,60Y1517 w 57.50* VW 1525International Blvd ®159th Street Tukwila, Washington 98188 FAC #-5515 ®m Et 0. EuaE4a MAYA MOR AK WU ma R EL AMU PO 1OBlE1- - PRIM 4 BCE #2369 Puma VILE SITE IMPROVEMENT PLAN MEET IQ C.1 Scala: 1-10 torgkinson Xreb: Z2369I,Z2369e.iay,t2369b.FAC05515 L1-1 12-04, deg Dole/lime: 04/12/2005 T A.C.M. FASCIA BACKING 'BP PEARLESCENT WHITE' Y-0. DIA. CONVEX SIGN FASCIA WITH EMBOSSED LO — INTERNALLY ILLUMINATED AND SURFACE MOUNTED (SEE SHEET CAI -2 FOR LOCATIONS) MACE DECAL 'ARCO BLUE' r to W FabaN Side Elevation SCALE 1/4' a 1.-0' ILLUMINATED SP BACKING SEE AND CA1-2 F LOCATIONS J ACM FASCIA W/ SHEET METAL BACKING. INTERNAL FRAMING PER MANUFACTURER SHOP DRAWINGS. MANUFACTURER TO COORDINATE ATTACHMENT LOCATIONS W/ INSTALLER IMAGE DECAL LED UGHT TUBE '.e*Pii AMIMOE MADAME AMR 101 w Bovis G/oba/Alliance MQNIBOwRCBL IAIWOADA.O . , OPY FRAMING MEMBERS. SEE STRUCTURAL DRAWINGS ED Canopy Fascia Detail SCALE 1 I/2- - 1.-o- 111111111111111111 •-0" OR EMERGENCY (TYP. 0 EACH PREFINISHED ' - 9 WATER LEADER COVER DRAIN W/ STRAINER AND LEADER (LONGITUDNAL SECTION) 1 1/2'x1 1/2"x3/18" ANGLE IRON N BRACKETS BY CANOPYY CONTRACTOR 0 24.0.C. CANOPY FRAMING MEMBERS. IIL... SEE STRUCTURAL DRAWINGS 11 6111 '^ 3" METAL DECK Canopy Fascia Detail (TRAVERSE SECTION) Front Elevation (Street Intersection) SCALE I/4- Note pURPOSFS ONI Y. IT 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 PLAN SET. 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 se 1.� g',I? 0� s i4 -✓!c gaa AI/ em- � 47 SIGN BOX 81 OTHERS ALUMINUM FASCIA PANEL SPARK FRAMING IMAGE DECAL R1'-6' R1•-10" O4 Spark Detail SCALE 3/4- PLASTIC BULLNOSE w/ ILLUMINATED REVEAL. BEYOND R4'-3 7/8' DEPTH OF SIGN MAY VARY BETWEEN MANUFACTURERS BASED ON INDIVIDUAL UGHT1NG PLANS. 6" — 7r 5 THE ALLOWABLE RANGE 16111418 VISUAL STANDARDS. Fascia Sign Section SCALE 1 1/2" - ,'-0- .4/4 1r ARCO . 09DUTPICOM1AUG AMIMOE MADAME AMR 101 w Bovis G/oba/Alliance MQNIBOwRCBL IAIWOADA.O NAANUA VIE ADAPT 9881L9815 G H A 0,st o o I. C. may. GYTANG ENGI14 1No RIIMOO No OMNI saTNmY 18215 72ND AVENUE SOUTH KENT WASHINGTON 99032 (425) 251-8222 TIO. DATE CSMA BF]p111g1 QI ENEEED ODM e..0 ow IN,. © vLAD O]0OAC0181319 0 0 0 A A A A atw S (�, .,- Ai , q_ 2857/ ../, ,,,,, JVOMA L CO 1 EXPIRES 01-07-07 1 IDfHIOIIDZQDIDE@ 1101101.101T DINNWAIKet ISLAND CANOPY EXPANSION PROJECT 2009 RETROFIT PROGRAM >R AOO 220 SE EVERETT MALL WAY EVERETT, WA 98208 FAC #5446 O®R .9 ADMIX LOM 81on R 086 . e! MAOI ED CR ALUM NA msat MLT Q BCE #2197 MEM 1016 PROPOSED CANOPY ELEVATIONS AND DETAILS VW Me CA2-1 5 a 1 s Frac v:\02000.\2763\aRhitectura\iaossss NEW SIGN PROPOSAL �. «tn�'••�. y'4.�F`F.�I,,.v. �.� �.. �. •.,i? •i +i t3 k i.4.4:'4,.,-.;;:,...: �';:�y^ ,�� d;;;t•..;�?r%: ` t� 7�r,r, . `�}..�,. y� .(I 1 1 :�' �(Y Ftiw ` . "lit, L� + r ,irk _! 153 2 .'",it;,. ��/f�T, TOM 7r#. ' 153 2 ,�4 !'•. ;W ,F.".';i: "�'Y i�. 't�f � 51 F �. Q �i' :!' Hr`n, ? Atc.: '''''' 17 t.,i'4, ;i '�!' s.• i ���'��j: �"i'��iiR:`. Y tm ..., ��rS:AF7:ti..t•q �.� ,w.. R r' , P F.I�1T.iM?'. 7c�p! r 77. '• •- _ k� .. '�, � . ` b r ;Af; EXIST. TWIN POLE SIGN EXIST. CANOPY SPARK LOGO : a t"°;�I•v .1 „r a i ''� A� u4,:.3'5 pi :` •rt, a El E2 REFACE NEW IMAGE 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 ,-x";;;. tom'. ,. � 7/fib 104 So.vf h Z('7 h 17-� (o 4 4,0 W'Yor ARCO PRODUCTS COMPANY 4 CENTERPOINT DRIVE LA PALMA, CA 90623 JOHN BARBER 714-254-0099 NEW SIGN LAYOUT IMAGE UPGRADE NEW COLORS & LAYOUT ARCO STATION # 5515 15252 PACIFIC HWY SO SEATTLE, WA DATE: 8/20/2004 2 d REc,Ens y uEVELOpmENr Md/QDQ Ef1IM>if11 Wd9T :E0 S0. 2.0 inf EXISTING 12'-5" 12'-0" 28 -0" ARCO PICTURE OF SIGN ON SITE ARCO COMBO MODEL # 46 PRICE SIGN MODEL #46 SINGLE POLE SIGN -/(la H1TM)1f L Wd2 T : E0 S0, L0 lflf • i 1 • INLAND ENGINEERING & CONSULTING, INC. Struetural,DesIgn • Planning • 4883 E. La Palma Ave. Ste. #501•A Anaheim, CA 92807 Tel: (714) 777-7700 Fax: (714) 777-7773 Dob NO. 31 4t'S 1(12. 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Asd06'£Z=(9'Z6)WV6)(i.S'1.)=Md(04-09) dSdt' 6Z=(9'ZWY 6)(EZ' 6)=Md(0£og) A9d91Y6Z=(9'Z dSdOten=(9•Z4)(t►' 6)(69' t.)=Md(oo l.09) dSdo'oZ=(9'Z 6)(6'' 0(£ 6' I)=Md(OZ-9 6) d9d0'LZ=($ Z6)(V 6)(69.6)=Md(09i'09) 4SdL'96=(9'Z6)&6)(90.6)=Md (S 6-0) .0. 'OdX3 GNIM H&1 OL �1X-- �'i b t 'ON ROC .• S 'i.ri (•.J (1 ) C4 1.;1(7j ,L3311AS 2 •ON LITHS � ^•QH�i� %l8 '3x14.9mriasxoa ax1Uaatn xa axr'1Ni, 1 20 -0 1O' -Y 62" 51" W /2"1 TH RV BOI TO COL. 1/2" 0 S.S. W TO FRAME 91-9" ALM CAB.: BY OTHERS POLE COVER BY OTHERS TS 4"X4%1/4" STL. TYP. NAT. GR. z --6"o CONC FTG. oie DBL S Z NI E L EVATI O N ARCO AM PM 5TATioN CAO I FO' NIA M.-I/rrYT H1TM)If I WAFT !PM CM, JGi inr GENERAL NOTES I . CONTRACTOR SHALL VERIFY AU. DIMENSIONS AND CONDMONS. 2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE 'B" TYPE E ORS FY - 35 KSI. MIN. 3. STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE 'B' FY - 46131, 4, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. ALL BOLTS SHALL CONFORM TO ASTM A307 Wt VA HER•U.N,O, 6. WELDING SHALL CONFORM TO AISC SPECS OR 2001 CBC AND PERFORMED BY CERTIFIED WELDER USING ARC. PROCESS E70)0C. ELECTRODES. SHOP WELDS BYAPPROVED FABRICATOR. CONTINUOUS INSPECTION REOUIRED FOR ALL FIELD WELDING. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALL 7. 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 ANDCLAYEY GRAVEL. ALLOWABLE LATERAL BEARING PRESS. 100 LBSI,/SQ. FT/FT, 12, CONC. TO HAVE TONI, ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI. @ 28 DAYSAND BE POURED AGAINST UNDISTURBED SOIL ;NCS ORMS.) 13. GGWITH MAX, ESHARDROCK OCK CONCRETE ONSE RETE SHALL CONFORM TO ASTM 4E . COAUHN RETOLEMIXINGDRILLESHALL.CCONNOR FOORM TO ASTM 094 1D. 16, ALL WORKS SHALL, CONFORM TO 2001 EDITION OP CBC. 17. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT. ANY ALTERATION WILL VOID THESE PLANS, 18, REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, GRD, 60, DEFORMED. 19. SIGNS TO BE 6 R. HORIZ. & 12 FT. VERT FROM HIGH VOLTAGE WIRES, 20. SIGNS TO BE U.L LABELED AND COMPLY WITH AIS 600 NEC, p 21. PPRROINS'RD BE IIDEETEEDESESrRI NV ROTEC ION DDUR N O PER SEC. 3303. CSC. 23. RED HEAD TTRURAL UBBOLT WEDGE ANCHORS PER ICBG # ER- 1372, INSTALL PER MANUF. SPECIFICATION, 25. HITT HY 150 EPDXY ADHESIVE PER ICBG 5193 INSTALL PER MANUF, SPEC, 26. DESIGN WIND LOAD 70 MPH EXP. "C. RE."' Caltren y Y , commuiv . 1OFI ' NO. DONCO at SONS, INC. CLIENT ;as NO. DATE: 394.8-XIL 21 N. St. College8tva. St®. t% Anaheim, C.A 92804 TO: (714)956-1790 FAX; (7I4)956.06d7 . Md/GSI tilIM>ifll Wd8S :E0 S0, LO -IRE*