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HomeMy WebLinkAboutPermit S06-020 - ARCOARCO 15252 TUKWILA NTL BLVD S06-020 Sign Permit City of It'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 0043000070 Permit Number: S06-020 Address: 15250 TUKWILA INTERNATIONAL BL TUKW Issue Date: 04/24/2006 Suite No: Permit Expires On: 10/21/2006 Business Name: ARCO Phone: Address: 15252 TUKWILA INTERNAL BLVD, Property Owner: Name: ATLANTIC RICHFIELD COMPANY Phone: Address: P&T TAX DEPT Contact Person: Name: BILL LYNCH Phone: 360 424-1325 Address: Contractor: Name: MEYER SIGN/ADVERTISING CO INC Phone: 360 424 1325 Address: 2608 HWY 99 SOUTH DESCRIPTION OF WORK: REFACE THE EXISTING FREESTANDING SIGN WITH NEW LOGO Fees Collected: $199.00 Zoning: RC Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 416 0 Building Height (feet): 20 0 Sign Size (sq. feet): 44 0 Sign Height (feet and inches): 15' 0" 0' 0" Setback (feet): 15 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature Date: 1 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 I5 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. •• SITE INSPECTION (PLANNING) File No. S06-020 Name of Tenant: ARCO Sign Address: 15250 Tukwila International Blvd Date Photo Taken: 08-04-06 Comments: Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of Make new site visit and take photo by 2/04/2007. INSPECTION NO. INSPECTION RECORD Retain a copy with permit • -✓vv CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT, Project: Type of Inspection: Sk& — FDIAIat) Ftio-r Address: q� Ic2✓ Ti Date Called: u3igolob Special Instructions: Date Wanted:a.m. osk► Iii Cr.rcE Requester: Phone No: pp0 WA( I (O GO Approved per applicable codes. C&rrections required prior to approval. COMMENTS: Date $58.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be–'— paid e.'.paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: City' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 206 431-3670 Flp.raga(gcs 0)-3 APT 8 2006 '\ S °Q)COMMUNITY DEVELOPMENT PERMANENT SIGN PERMIT APPLICATION S, U BusinessName 'i Li, ..(/ can Contact Please print (� pc3Cr'�iC ( L ( Address of Sign t �� Phone() 1-4o `�`� .Sou -/-14 (V u:/ t1ott 2.G'��2�`��25 Ap i Address, City, State, ZipPhone iff-t 0 663 4wY cic( Stet MYtk:-7-0-TWAA Contractor ) Address, City, State, Zip 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 ❑ Building elevations (for wall signs) ❑ Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $100 application fee per sign See back 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 are true, the application must go through structural review. STRUCTURAL REVIEW_CHECKLIST,: O $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). O 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? 0 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 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: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 4.11Z, l Height of building (feet). Generally, signs may not be higher than the building with which they are associated ‘,2.C_.)r Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area y• Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 15—' 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 si • n faces INSPECTIONS 2 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. I HEREBY CERTIFY that the above information furnished by me is true and colrect under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila will be met. C-/-f8w4 Date (Signature of owner or a'orized agent) (i21(1325 Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? -❑Yes 0 No AZ2Vic k/v6K--- G:\APPHAN\SIGN. APP\Permsign. doc Structural review by: • 7.61 6_, O Denied /�' Approved 0 Approved with conditions Revised on 12/20/01 ila Train 1e. • �• � m Hobb7' i n .Area ISign Area Is calculated by constructing a polygon around the sign using right angles. Big Store \ \ \ \\ \ \\ \\ `\\ Building Elevation • Wall Area Is calculated by multiplying the lehgth and height of the tenant space. -9 ) C / 1� O 1 / I 1 • • • tp • I I I II I f1• Exlsling 1 .71 1.1111111 Nr+ West Valley fl , SITEILEA.SING PLAN to Plan iw applicant space and all existing & proposed signs. Nl 1ANI w1A 1% awl VIII 1111\ IIA 1.101 10%0011 111. 99999 yoga 1/991 111111 YI1.1 .011 01111 111110 r t1w Ilr • /11 NIJM11*C1 4011000 .11101.1100.10 Int .1011010 M1WXA 1b !Arnie. POI 111101 WAXY *IMO 0.01 N• 11W \ rIn IM11100 N /ullW1101M ✓1T11\.COAVI WW1 IMN1/01•/10101 IwMtllow0Inl W 10.11 IOW tpll 11111/1! 0011 $t1MW111q Wall Mount Detail For all wall mounted signs over 400 lbs:. K. • LAM W01.00 1b Pett *WO Al r.t1DIP.p -11J etep.. 01/ X/.' Halt aur -Ty?. • IVa.- e.1 fV1 10 !1016 evaArma 2. T1P. Footing Detail For all Freestanding Signs EXAMPLE OF REQIIIREfl INFORMATI(ThJ Re,viSecl s4rvc$ rJ.:l dromiktip 511 1 INLAND ENGINEERING & CONSULTING, INC. Structural Design - Planning 4 5c(—oZO 510 Ly , c✓ 4883 E. La Palm Ave. Ste. -4501-A Anaheim, CA 921107 Tel: (714) 777-7700 Fax: (714) 777-7773 Job No. It 3 Z9= - safe (2123/0 Sheet No, 1 of 3 STRUCTURAL CALCULATAONS PROJECT: A P- c)/A M P M �✓ 5 th,/e-Tail CLIENT: DATE Ey _ CHKD. SUBJECT/L I%�� ' r. a'P' J i ? STA -77 SHEET NO. E JOB NO. 113 2-1_Y Wit'Tp QRSED .0f1 .IQc=..2_ QaSi G wlnvD SPEED V = 50 (3 SEG. GUsr) � Expo_ G p, o (ib:. _G ), 6, 6 -i .d: 26 p-4 INLAND ENGINEERING RI G CONSUL I L G5LNC. SUBJECT AR G' A-11) /1,P1 5 iA7-Ze• rf BY CHIC SKEET NO. JOB NO. • F = 19.04psf * Af PW (PSF) L W . SHAPE AREA FORCE FACTOR H MOMENT 19.04 10.25 2.13 1.00 „ 21.78 414.72 14.88 6,168.83 19.04 9.75 0.75 1.00 7.31 13.6.23 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 a.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 - 0:00 TOTAL. HEIGKT 20.00 Sigma F = 553.9 Sigma F;f = 6,547:6 X= 12.36^ ? '$ 11" %'/ (S ,-0tF fM Sr -2.51 5 o-P�il' 1 opt . [BC -FTG:(ANON-CONS TRAE ED • f `icy. 2 1 6 diameter 1 depth 5 0 S = 443.3 A_ 1.17 te.r 1 4' €!j ,. S-0fJ o `f! d= 4.60 ,7-C 20 0" 10'-3„ 62" 51" 5"'n3" X1/4" CL?LZi '5 W/ 5/8" 0 THRV BOLTS TO COL. 1/2"05.5. M.B. TO FRAME OPEN 9'-9" -it 4 ALUM. CAB. BY OTHERS POLE COVER BY OTHERS TS 4"X4'X,1i4-" 511 L . VIBE TYP. 2'-5"0„f ' 2'-6N0a' NAT. GR. CONC. FTG. )BL. SIGN ELEVATION ARCO AM PM crATION WMSH,t)'? 17 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A50 !,ASTM A53• GRADE '8' T; ?E EORSFY-35KSI. MIN. 3. STRUCTURAL TUBE SI- L. CONFORM TO ASTM A500, GRADE 'B' FY - 46X3!. 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 2003 IBC 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 S+RUCiURAL STEEL SHALL CONFORM TO AISC SPECS 8. ALL HOLLOW STEEL SECTIONS MUST BE CAPPED AND WELDED ALL AROUND TO PREVENT WATER FROM ENTERING ERING THE SECTION 9. ALL STEEL LESS THAN 1/4' THICK SHALL BE GALVANIC D OR USE DOUBLE COAT OF PRIMER. 10. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH CHAPTER 4 OF !BC 2003. 11. IDENTIFYING NUMBER REQUIRED ON SIGN AND WEIGHT OF SIGN CLEARLY LABELED. 12. SOIL TYPE ASSUMED SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL ALLOWABLE LATERAL ERAL BEARING PRESS. 100- LBS./SQ. FT/FT. 13. CONC TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH H OF 4500 PSI. @ 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 )-TALL CONFORM TO ASTM C-94 16. ALL HOLES DRILLED OR PUNCHED. 17. ALL WORKS SHALL CONFORM TO 2003 EDMON 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. c, 12 FT. VERT. FROM HIGH VOLTAGE WIRES. 2 I SIGNS TO BE U.L LABELED AND COMPLY WITH ART 600, NEC • 22. SIGNS TO 8E ON SEPARATE CIRCUIT Wlirl UNDERGROUND FEEDER. 23. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION PER SEC 3306, IBC 24. STRUCTURAL ALUM., 6061-76, Fb-1.9000. PSL 25. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBG # ER -1372, INSTALL PER MANUF. SPECIFICATION. 26. HILT! HY 150 EPDXY ADHESIVE PER ICBG 5 193 INSTALL PER MANUF. SPEC. 27. DESIGN WIND LOAD cfQ MFH EXP. 'C'. 1 O S=T NO. E)ONCO & SONS, INC. CLIENT JOB NO. 11327- X DATE: }Z/Z3/a 0 43:3 E. L.- Pz'r. .v^ Suir.. 1-A, Allzheira, CA 92807 Tet: (714) 777-7700 Fe:c (714) 777-7773 SIGN PROPOSAL SIGN SCHEDULE CODE DESCRIPTION QTY SQ.FT. TOTAL REMARKS . El NEW TWIN POLE SIGN 1 44 44 REPLACE EXISTING TWIN POLE SIGN WITH NEW VISION TWIN POLE SIGN TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS TOTAL SIGN AREA = 44 SQ.FT. NOTE: THE FOLLOWING APPLIES TO ALL ELECTRICAL SIGNS: U.L. LABELS EXTERNAL DISCONNECT SWITCHES CONNECT TO EXISTING ELECTRICAL CIRCUIT CONTRACTOR: PROPERTY OWNER: 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 PROJECT: JOB ADDRESS: NEW SIGN LAYOUT IMAGE UPGRADE FACE CHANGE NEW COLORS & LAYOUT ARCO STATION # 5515 15252 PACIFIC HWY. SO SEATTLE, WA RECEIVED 'APR 18 2006 COMMUNITY DEVELOPMENT DATE: 3/27/2006 A 1- A 52' 208' 1 52' Dumpster �o- 38' —4. 208' Gas Canopy 1 © m0 0 a 32' ► 45' Pacific Hwy. So. Site # 5515 Address 15252 Pacific Hwy SO City Seattle State WA f— a RECEIVED APR 18 200G 167' eimO l9 L 'Sy I^61 --t N C'`LC.. Si%1-) ZQOac e tom/ N. sri Site Plan COMMUNITY DEVELOPMENT Ray Files 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 12'-5 " ARCO ampm. �> Unleaded rCX 0 10 Self Serve Gasoline O Unleaded Pius 0 10 Self Serve Gasoline O UnI. Premium [Ca 0 10 Self Serve Gasoline TWIN POLE SIGN: ARCO ID SIGN MODEL # 46 AM PM ID SIGN MODEL # 46 3 PRODUCT PRICE SIGNS 60 SQ. FT. TOTAL: 152 SQ. FT. 1 3'-8" 1 3' PICTURE OF ACTUAL SIGN ON SITE 15'-0" PROPOSED — 4'-3" ARCO. Untended �D. Udea,fe,11l L'rd, Premium OLO 10. self serve gasoline 1O'-4" REMOVE EXISTING TWIN POLE SIGN INSTALL NEW VISION TWIN POLE SIGN 44 SQ. FT. TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS RECEIVED 'APR 1. R 2006 ,I. DATE: 05-19-05 REVISION 1 2 3 4 SCALE: 1/4" = 1' SHEET NUMBER 1 OF 1 • • INLAND ENGINEERING &CONSULTING, INC. Structural Design - Planning PROJECT: 4883 E. La Palma Ave. Ste. #501-A Anaheim, CA 92807 Tet: (714)777-7700 Fax: (714) 777-7773 Job No. d -I I X Date 0-Z -a4 Sheet No .I of 3 STRUCTURAL CALCULATIONS CLIENT:1 f (' j 5 oh15 RECEIVED 'APR 18 2006 COMMUNITY DEVELOPMENT • INLAND ENGINEERINGGND CONSULTING,INC. SUBJECT I13<. c:,:.` 7701 ; BY CHKD SHEET NO. c. - JOB JOB NO. 4II3-K c Jr; f! i/. =ir of A.( _ Lr�1 !.i 4,r' (,`oIn; r'.: aif),) REVIVED APR 18 2006 COMMUNITY DEVELOPRflENT 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)=27.0PSF (15-20)PW=(1.13)(1.4)(12.6)=20.0PSF (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 T (40-60)PW=(1.43)(1.4)(12.6)=25.23PSF1 PW L W SHAPE AREA FORCE H MOMENT (PSF) FACTOR 21.70 6.70 3.36 1.00 22.51 488.51 23.35 11,406.72 20.00 5.00 3.36 1.00 16.80 336.00 17.50 5,880.00 18.70 6.00 3.36 1.00 20.16 376.99 12.00 4,523.90 18.70 9.00 1.00 1.00 9.00 168.30 4.50 757.35 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 • TOTAL HEIGHT 26.70 UBC FTG:(NON-CONSTRAINED) Sigma F = Sigma M = X= Sr=7.38 1,369.8 22,568.0 e 16.48 't' .y= -'> .1 . 3 •�' J 1:s 6x2X":%' �,f diameter depth ft. in. 2 6 7 3 S = A= d= 642.8 1.99 7.06 Im , 1 ' 1 . ,tI,, , , 0 Bolt & Base PI d M T Ab ft -' '�"> ; } '' L1 j - .l A' • ' ., .: r 10.00 22568.0 13540.8 0.763 17,746.8 d, MP 54163.1 S 1.508 b 16.00 t 0.752 . 16 I 'r Y A, I T 6A Sr' p- . 2.00 - ,a' c Jr; f! i/. =ir of A.( _ Lr�1 !.i 4,r' (,`oIn; r'.: aif),) REVIVED APR 18 2006 COMMUNITY DEVELOPRflENT INLAND ENGINEERING AND CONSULTING,INC. • BY CHKD SUBJECT JtiL'r, v. JOB NO. Li £t'=Zi.rl: c' (5.?) =I21t ' ✓>r T� N'- l �s�=1.�? T, 3 x 2 x 1/i, REeEPIED- 'APR 18 2006 COMMUNITY 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)=27.0PSF (15-20)PW=(1.13)(1.4)(12.6)=20.0PSF (80-100)PW=(1.61)(1.4)(12.6)=28.40PSF (100-120)PW=(1.67)(1.4)(12.6)=29.46PSF (20-30)PW=(1.23)(1.4)(12.6)=21.7PSF (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 1 - pW L W SHAPE AREA FORCE (PSF) FACTOR H MOMENT 21.70 6.70 3.36 1.00 22.51 488.51 14.35 7,010.12 20.00 5.00 3.36 1.00 16.80 336.00 8.50 2,856.00 18.70 6.00 3.36 1.00 20.16 376.99 3.00 1,130.98 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 TOTAL HEIGHT 17.70 Sigma F = 1,201.5 t Sigma M = 10,997.1 C 1)1(44.I` Pic"- , X = 9.15 G 6 r (5 r I 1 t :,i Sr= 3.59 - TS .r ! . 1241 C I jL I-% IIC __ Bolt & r'!c'irh. Pi d M T Ab ft 8.75 10997.1 7540.9 0.334 22,577.5 - • - - --- (14)- ji; G i'% . (? T -3/ 4 0. f . 7 r:. f 1' - 7 MP S b t f 1.i 34 20209.5 0.563 9.00 0.613 ` ( rp ri'r 7d jar.;-.; .r_ £t'=Zi.rl: c' (5.?) =I21t ' ✓>r T� N'- l �s�=1.�? T, 3 x 2 x 1/i, REeEPIED- 'APR 18 2006 COMMUNITY DEVELOPMENT • 3"%3" :.: • a a,i :` :4 511. Ti.i3E BY OTH-5 (TY?.) Aek !?. 1I• v"j/A►41tC1 -Fol.__ j Kt .srL. 1 C �` I F AM I Oe!/ B. ,: �� BYnO HER, - :c --,r,�' -- , TS 6„X6"X3./8,: T1J3E (TYP.) 13 6"X8" 1?" TYP. POLE COVE;:. BY OTHE 1 1/2" PRPP. r_ : Tr -1 L ---J TYP. 1 1/8" o X.;'5 A.B. crt . CONC. FTG. _JA!'A.C705!°. SHALL PEREt' A__ : P L7N;SiONS AND CONDITIONS. --R: -- IPA' PIPE ";A,- CO`s= .%;ST/ A5C 1, ASTM A53 GRADE 'B' TYPE .7. OR .-. = 35 KS!. tV N. -�i8= S -AL _ CONFO:R;;-C:Q.:TV A500, GRADE 'B' FY - 46KSI. 'ECL SH, r,' CO" S : _ SH,ALL Com:\: ���i�! TO ,ASTM :A36. A_'_3:: y S SHALLCONFORM TO A.STM A307 VV/WASHER U.N.C. •-IFORM _O SPECS OR 2001 CBC AND PERFORMED 31 =i- _ - WE_E.-)ER USING -.:RC PROCFSS E7 JXX. ELECTRODES. SHOP WELDS C0's.- . O iS \1SP=CT'O`\ REOUIRED FOR ALL 7. A3? •y-, N ERECTION ASD=,A;`•_ NG OF UC i JQAL STEEL SHALL CONFOR.M TO CBC SECT. 2205A. a -EE; LESS THAN 4' T --'C< :-.-__ 5= GA_VANIZED OR USE DOUBLE _.AT OF PRR;;V_' _ .A.m.M,A3 _ T " OF ALL MATE7::._r S'G`; SHALL COMPLY Vj T H CBC SECT: 07 X1..:.0?\ 2u NUJ B_R REOUIR` ' Ci`; SIGN.; AND WEIGHT OF SIGN CLEARLY _Aa=LES. SOIL FE ASSUMED SAND: SILTY SAND, CLA'Y'EY SAND, SILTY GRAVEL AND CLAY=Y GRAB=L, ALLOWABLE LATERAL BEARING PRESS. 100 LBS./SC/ FT/FT. ?. CONC TO HAVE i•/??•`v. UL T IMA -E COMPRESSIVE STRENGTH OF 2500 PSI. @ 28 DAYS AND SHALL BE POURED AGAINST UNDISTURBED SOIL (NO FORMS.) 3. AGGREG:°: T E FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33 WITH MAX. SIZE OF 3/4' COARSE AGGREGATE CONCRETE MIXING SHALL CONFORM TO ASTM C-94 .5.. ALL HOLES DRILLED OR PUNCHED. 5. A L WORK' SHALL CONFORM TO 2001 EDITION OF CBC. i 7. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS PRC:=CT. ANY ALTERATION W'? L VOID THESE PLANS. 8. R=NFORCNG STEEL SHALL COMPLY % TH ASTM A-615, GRD. 60, DEFORMED. 9.. SGNS TO 3E 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE WIRES. 20. SONS TO 3E U.L LABELED AND COMPLY WITH ART. 600, NEC. 21. SGNS TO BE ON SEPARATE CIRCUIT WTH UNDERGROUND FEEDER. 22. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION PER SEC. 3303, CBC. 23. STRUCTURAL ALUM., 6061-T6, Fb-19000. PSI. 24. R=D .HEAD TRU BOLT WEDGE ANCHORS PER !CBO # E,R-1372, .'INSTALL PER MANUF. SPECIFICATION. 25. HLT I HY 150 EPDXY ADHESIVE PEP :CBO 5193 INSTALL PER MANUF. SPEC. 26. DESIGN WIND LOAD 70 MPH EX.?. 'C'. 3 •„ RECEIVED APR 18 2006 COMMNITY DEVELOPMENT SHEET NO. J CLIENT JOB NO. DATE: _.:i:: _ -• _ 501-A.P.:iAHEiM. ---- - ----=::� "r : 71)777-7773