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HomeMy WebLinkAboutPermit S01-097 - ACURA OF SEATTLESO1-097 ACURA OF SEATTLE 301 BAKER BLVD SITE INSPECTION (PLANNING) File No. SOl 697 SO I —L79 7 Name of Tenant: ACik(0\ � ) t s Si Address: C�I 3 Date Photo Taken: 5 L 3 193 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Probe t: A} cU Ira- Type of ection: Ince, Addrego/� �� a 1 Date a leda` 03 /anted: Special Instructions: P Date a.m. p.m. Request • nn LS Phone p(O U u `�✓ ,r., Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: Inspect r: Date: \—%-c ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: SITE INSPECTION (PLANNING) File No. S01-097 Name of Tenant: Acura Sign Address: 301 Baker Blvd Date Photo Taken: 01-08-03 Comments: Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of (date) Make new site visit and taken photo by (date) _INSPECTION RECORD G'r Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ,/ CGGfCL- Type of Inspection:/ 71AGssGl e -/ m,_ Address:• .S0/ 08-�G Date Called: •.7 - /.-- Z Special Instructions: Date Wanted: /02 - —OZ a.m. p.m. Requester: Phone No ,,B6 7/5.—/5Z/ proved per applicable codes. Ei Corrections required prior to approval. COMMENTS: "ll nspec�foi: $ .00 REINSPECTION FEE EQUIRED. Prior to in pection, fee must be Aid at b300 Southcenter Blvd., Suite 100. Call to s, hedule reinspection. C A.A. Date: ! el 3 -vim t.pEeipt No.: Date: City oftukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 t�� e t-9�4 PERMANENT SIGN PERMIT Parcel No.: 0223100075 Address: 301 BAKER BL TUKW Suite No: Permit Number: Issue Date: Permit Expires On: S01-097 12/21/2001 01/31/2003 Business Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: ACURA 301 BAKER BLVD TUKWILA WA, HMI CIO ACURA OF SEATTLE PO BOX 88990 TIM HAMANN 2320 FIRST AVE #250 SEATTLE WA DWINELL'S VISUAL SYSTEMS INC 1112 E NOB HILL BLVD Phone: Phone: Phone: 206-374-0833 Phone: 206-292-8865 DESCRIPTION OF WORK: One wall sign 91.03 sq.ft "Acura+logo" and one freestanding sign 15' high/27.92 sq.ft. "Acura+logo" Revisions to this permit for location of freestanding sign. submitted 7-29-02 Fees Collected: PERMANENT SIGN: $100.00 Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 3048.5 0 0 0 Wall Sign Size (sq. feet): 91.03 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 #1 895 21 28 15' 0" 15 2 Freestanding Siqn #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signatur 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. Printarl• OR -07-2002 747 1)E' City of Tikwi1a �'"� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 /.(206) 431-3670 Parcel No.: 0223100075 Address: Suite No: 301 BAKER BL TUKW PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: S01-097 12/21/2001 0642114002- 0% t - 31- 03 Business Name: Address: Property Owner: Name: Address: Contact Person:1 _ Name: Address: Contractor: -Name: Address: ACURA 301 BAKER BLVD TUKWILA WA, HMI CIO ACURA OF SEATTLE PO BOX 88990 TIM HAMANN 2320 FIRST AVE #250 SEATTLE WA DWINELL'S VISUAL SYSTEMS INC 1112 E NOB HILL BLVD Phone: Phone: Phone: 206-374-0833 Phone: 206-292-8865 DESCRIPTION OF WORK: One wall sign 91.03 sq. ft. "Acura+ logo" and one freestanding sign 15' high/27.92 sq. ft. "Acura + logo" Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $100.00 - Zoning: TUC Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 3048.5 91.03 Wall Sign #2 0 0 N N Freestanding Sign #1 0 21 28 ^' q! -',0S d`i44 °t Wall Sign #3 0 0 Sign Type: az -47 Wall Sign #4 0 0 N N 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 OF ISSUANCE, OR IF THE WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: Permsign S01-097 Printed: 12-21-2001 Aar Business Name • City of Tukwila t,NED PERMIT NO. Department of Community Develo F TUK 6300 Southcenter Boulevard, Suit 0 Tukwila, Washington 98188 T r C ''� ' ]a DATE: 206-431-3670 PERMMT CENTER PERMANENT SIGN PERMIT APPLICATION Please print I JuW;1w witk Applicant/Contact Contractor \ BiatLeti1- Address of Sign it 2.32- Fp�v :,- r ,, 2so / tie. %AL1 206, 37(1- 3,3 Address, City, State, Zip Phone (`i ��`' IAvF S . Sea 95 aI v�) ?BIZ — 881 c--- Address, City, State, Zip one C!ECKLIST - ,•�f- Phone Separate application required for each sign proposed 3 sets of plans are required, including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs la Sign elevations with area calculations and dimensions SN Building elevations (for wall signs) S. Supporting structure and method of illumination in. One copy of valid Washington State contractor's license N, $50 application fee per sign I-sthe sign: / Internally lit as your sign a: ❑ Freestanding sign 15 or more feet in height ❑ bole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more IF ANY OF THE ABOVE ARE TRUE, YOUMUST GO THROUGH STRUCTURAL REVIEW. ❑ $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 ❑ Structural calculations for the design of the details prepared by a Washington State structural engineer SIGN DESCRIPTION ❑ Extemally lit ❑ Not lit Does the sign face residential zones or public facilities? ❑ Yes 1 No EXPOSED NEON TUBING IS NOT ALLOWED WITHIN 200 FEET OF LDR, MDR OR HDR ZONES. Did building go through design review? yYes ❑ No Including this sign, how many signs will list this business? Freestanding 1 Wall 1 WALL SIGN: What is the wall area (length x height) where the sign will be mounted? square feet Wall sign size: ____gitgr square feet Does wall sign weigh more than 400 pounds? q', 03 ❑ Yes No IF THE SIGN WEIGHS MORE THAN 400 POUNDS, IT REQUIRES STRUCTURAL REVIEW. SEE CHECKLIST FOR ADDITIONAL INFORMATION REQUIRED. saiSr FREESTANDING SIGN: Street frontage of the entire lot where the sign will be located: 7i" IZNc*, feet GENERALLY, ONLY ONE FREESTANDING SIGN IS ALLOWED PER LOT. rf Size of sign face: square feet STRUCTURAL REVIEW IS REQUIRED FOR POLE SIGNS WITH FACES 30 SQUARE FEET OR MORE IN AREA, SEE CHECKUST FOR ADDITIONAL INFORMATION REQUIRED. Number of sign faces: 2 - Height of building: Z1 feet GENERALLY, SIGNS MAY NOT BE HIGHER THAN THE BUILDING THEE ASSOCIATED WITH. Sign height: Lfeet inches STRUCTURAL REVIEW IS REQUIRED FOR SIGNS 15 FEET OR MORE IN HEIGHT, SEE CHECKLIST FOR ADDITIONAL INFORMATION REQUIRED. Distance from closest edge 1 of sign to property lines: X-C) feet GENERALLY, SIGNS MUST BE SET BACK FROM ALL PROPERTY LINES AT LEAST AS FAR AS THEY ARE HIGH. • PERMANENT SIGN PERMIT APPLICATION Page 2 INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 206- 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 206-431-3670 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 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 requirementof-ttteity of Tukwila will be met. 1213(a Date Zoning: (Signature of owner authorized agent) Pone �3?'� —C��j FOR OFFICE USE ONLY Planning review by: ❑ denied ❑ Issued 0 Issued with conditions Structural review required? (..Yes 0 No Structural review by: 0 Denied IXApproved 0 Approved with conditions Actual time spent to review Additional charges for time over 2 hours Comments or Conditions: Pnnt map riakraiva Featuring'MapPointe 'Techinolog0.114 - L Q'wI. • • Print this page using the print function in your browser. Page 1 of 1 a and8 lv rrrr 102001;hiI Soft'.Corp ;@.2000 NavTech, GDT, Inc. and/or r.Compusearrh Expediacom. Don't just travel. Travel Right: © 2001 Microsoft Corporation and/or its suppliers. All rights reserved. © 2000 Navigation Technologies. 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Expedia.com terms of use Privacy policy http://www.expedia.com/pub/agent.d11?qscr=mmpm 11/29/01 City of Tukwila • 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Parcel No.: 0223100075 Permit Number: S01-097 Address: 301 BAKER BL TUKW Status: PENDING Suite No: Applied Date: 12/05/2001 Applicant: ACURA Issue Date: Receipt No.: R010001514 Payment Amount: 100.00 Initials: MD Payment Date: 12/05/2001 12:32 PM User ID: 1685 Balance: $0.00 Payee: NW PERMIT TRANSACTION LIST: Amount Type Method Description Payment Check 100.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SIGN PERMIT 000/322.100 100.00 Total: 100.00 doc: Receipt 1435 12/06 9716 TOTAL 100i?ited: 12-05-2001 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 S01-097 Printed: 11-19-2002 INSPECTION NO. INSPECTION RECORD Retain a copy with permit e%)70/— •It7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 P ooje t: / ? G/,�.g Type of Inspection: f2 77A �r . Sl4it/ Address: 301 � ./3C/ _ Date Called: / -07 -02, Special Instructions: .5164' Act, /� Fou/t c �/�,Q7 ���) 77.04 / ©° Date Wanted: `07 a:m. �a- m. r Reques1.6-1/, � Phon No: ,SDS)7/S—/.5,2/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ` 3 > jp2_, ❑ $47.00 REINSPECTION FEE REQU[RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: DEC -05-01 WED 10:50 AM DW I NFA S FAX NO, 509'78026 DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR SIGN . LI CENS E A -EXP . DATE EC44 - DWT NEVS0;6LLM6/27,/20*02. EFF.ECT.I :DATE6;42.7119.94 DWINEL'L,' S: VISUAL SYSTEMS.INC: 1112 E NOB HILL BLVD*. ' YAKIMA WA 98901-3699 l:e_S-O;:-i U (0 71 — - -- —t, Detach Aird Display CerriEicate n..l....• p..ri mAil- DEPARTMENT OF LABOR AND INDUSTRIES •REGISTERED AS .PROVIDED BY LAW AS CONST CONT GENERAL REGIST:•.. #'..:=.;:MI,EX P:::.:DATE. .. _.DW7II�IEVS�0',6701 FFEC-' t11 ::':F}A'�E :.::::'::. ,.0 Z•%2 : %'':199 9 3 % DWINELL'S VISUAL SYSTEMS -INC••• 1112 E NOB.HILL BLVD • YAKIMA WA 989.01-3699. Detach Arid Cixplay Ccrcifcate Nirnhcc P. 01 City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0223100075 Address: 301 BAKER BL TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: S01-097 Issue Date: 11/14/2002 Permit Expires On: 05/14/2003 Business Name: ACURA Phone: Address: 301 BAKER BLVD TUKWILA WA, Property Owner: Name: HMI CIO ACURA OF SEATTLE Phone: Address: PO BOX 88990 Contact Person: Name: TIM HAMANN Phone: 206-374-0833 Address: 2320 FIRST AVE #250 SEATTLE WA Contractor: Name: DWINELL'S VISUAL SYSTEMS INC Phone: 206-292-8865 Address: 1112 E NOB HILL BLVD DESCRIPTION OF WORK: One wall sign 91.03 sq.ft "Acura+logo" and one freestanding sign 15' high/27.92 sq.ft. "Acura+logo" Revisions to this permit for location of freestanding sign. submitted 7-29-02 2nd revision submitted 11-14-02 for the freestanding sign. It is now 20' tall and the set back is 20'. Sign will face Baker Blvd (North & South). Fees Collected: $100.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 3048.5 0 0 0 Wall Sign Size (sq. feet): 91.03 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 895 0 Building Height (feet): 21 0 Sign Size (sq. feet): 28 0 Sign Height (feet and inches): 20' 0" 0' 0" Setback (feet): 20 0 Number of Sign Faces: 2 0 Planning Division Authorized Signature:r, Date: l r LA- 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 S01-097 Printed: 11-19-2002 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 S01-097 Printed: 11-19-2002 ADJACENT FRANCHISE ACURA VEHICLE INVENTORY • SERVICE r -- — — — _ PAPTC ADMINISTRATION /44 ENTRANCE/CGT • OF.'• • or -7- TIP'. SALES 0 — SERVICE MO° ILeXeZei • • S&M P.Iur•J‘e•c-- 52•05153. DIU ustD. 18101 SITE PLAN . HO SALES/SERVICE ENTRANCE/DOT BAKER BLVD. ( 955 PROJECT NORTH PLASTI-LINE,INC 623 E. EMORY ROAD, P.O.BOX 59043;KNOXVILLE,TN 37950 FOUNDATION SPECIFICATION fOR: • USE OR REUSE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT APPROVAL OF ENGINEER. SIGN: 5' X 5' ACURA PYLON HEIGHT: 15' OAH WINDLOAD: 80 & 110 MPH 1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS. 2. CONCRETE SHALL BE READY MIXED AND DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 3. THE ENGINEER HAS NOT INSPECTED THE SITE. IT SHALL BE THE OWNER'S OR HIS . AGENT'S RESPONSIBILTY. 4. SOIL CAPACITY: A. A MINIMUM SOIL CAPACITY OF 2300 PSF (VERTICAL) HAS BEEN USED IN THE FOUNDATION DESIGN. B. A LATERAL SOIL RESISTANCE OF 150 PSF/FT OF DEPTH HAS BEEN USED IN THE FOUNDATION DESIGN. 5. THESE DRAWINGS CONTAIN INSTALLS FOR BLOCK & VERTICAL SLAB & CAISSION FOUNDATIONS. SIGN SPECIFICATIONS SIGN HEAD P/N: 11-30-035-0010 (COMPLETE) 1. LAMPS: (6) F60T12/CW/HO 2. BALLASTS: (1) JEFFERSON 4-6 LAMP BALLAST 3. VOLTAGE: 120 V, 60 HZ 4. CIRCUITS: (1) - 20 AMP 5. TOTAL CONNECTED LOAD: 4 AMPS B, 6. EST.. WEIGHT OF SIGN HEAD & CLADDING & COLUMN W/ SHIPPING STANDS: 2110 LBS 7. SERVICE: HINGED FACE INSTALLATION INSTRUCTIONS SEE "INSTALLATION FIELD MANUAL" #A15552 FOR FOUNDATION AND INSTALLATION STANDARDS. 1. EXCAVATE FOR FOUNDATION, ANCHOR BOLTS, & ELECTRICAL CONDUIT. 2.. POUR CONCRETE AND ALLOW 7 DAYS FOR CONCRETE TO _CURE. 3.. REMOVE ALL EXCAVATED FILL FROM . SITE. 4. UNCRATE SIGN AND INSPECT FOR DAMAGE. 5. TEST LIGHT. IF DAMAGE IS EVIDENT CONTACT PLASTI-LINE IMMEDIATELY 6. REMOVE LOWER SHIPPING STAND. 7. REMOVE A LOWER CLAD PANEL FROM ONE SIDE OF SIGN. 8. LIFT SIGN INTO PLACE AND ATTACH TO FOUNDATION. 9. MAKE SURE SIGN IS LEVEL AND PLUMB. •10. REMOVE UPPER SHIPPING STAND. 11. REPLACE EYEBOLTS WITH BOLTS. (DO NOT OVERTIGHTEN) 12. MAKE FINAL ELECTRICAL CONNECTION & TEST LIGHT. 13. APPLY BITUMASTIC COATING. 14. GROUT UNDER BASE PLATE. 15. CLEAN & SECURE ALL FACES & CLAD PANEL. REATTACH- BOTTOM CLAD PANEL. 16. CLEAN SITE _ OF ALL DEBRIS. 17. INSTALLATION TO CONFORM TO N.E.C. AND ANY OTHER APPLICABLE- LOCAL CODES. )(- flncivY )01f Mutt be,thJ! MAT'L: B 1/24/01 HCC 8413 A 10/10/00 DWK 8405 REV DATE INIT ECN Ell -REVISED SHIPPING WEIGHT FROM 7220 P/N: 06-8528 PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K - BY:. --- SCALE: NTS Al - REVISED "8" TO -A".. A2 - REVISED A TO "8". A3 - REVISED "D" TO V. A4.- REVISED -E" TO D. AS - WAS V-07 . PROPERTY OF PLASTI-LINE,INC NOT TO BE DUPLICATED. WAS 4.-6". DATE: 08/05/00 DATE: DESCRIPTIINON: STALL FOR 5X5 @ 15' OAH DESCRIPTION OF CHANGE. UNSPECIFIED RADII =.015 R .xx=s.03 .xxx=1.015 ANGLES=fI- TOLERANCES: ALL DIMENSION'S ARE IN INCHES UNLESS OTHERWISE SPECIFIED CUSTOMER: ACURA SHT 1 OF 5 DRAWING NUMBER: 5'-0" BLUE BACKGROUND 1'-3" 5'-7" 15,-0" ILLUMINATED WHITE COPY CHAMPAGNE METALLIC CLADDING -3 7/16" • FINISH GRADE \Y/\7- ‘7-• •''.. \\ \\j�\/\// /\// ELEC. CONDUIT (BY OTHER) 1. . 1'-5 1 /4" \y/\y/Ny/:y/`y/`y/`%/‘ \.\\/ / 7 11/16 L�-U� [I.__JI1J / . ;. • • \/j// //\/ •. • . • _ A4 VERTICAL SLAB 5 1/8 E IL J BLOCK FOUNDATION 0\ti 6'7 fl RA 48 1/32 1 COPY DETAIL 7 15/32 • ----1 1. - "G"0 CAISSON FOUNDATION PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE. TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH 'K BY: - SCALE: NTS DATE: 08/05/00 DATE: - IN DESCRIPTION: STALL FOR 5X5 @ 15' OAH CUSTOMER: ACURA PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. UNSPECIFIED RADII =.015 R TOLERANCES: ALL OIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=±.03 .XXX=±.015 ANGLES=t 1' SHT 2 OF rj DRAWING NUMBER: B24883 111 15 13— I I 1 J 111 1- 1 Z CC CC •15/16 0 (4 PLCS) SWL BASE DETAIL 2 16 12 - 6 - 2 16 1 -1-I 11 1 1 11 1 1 1/4 BASE PLATE 019/76 GROUT BENEATH BASEPLATE (4 PLCs) WITH EMBECO PRE–MIXED GROUT BY MASTER BUILDER HWL BASE DETAIL MAX. DESIGN WINDLOAD BLOCK FOUNDATION .,A» "B" "C" CONC. J1-- 110 MPH 4'-0" .7'-6" 4'-0" 4.444 YDS. wL • 80 MPH 14 3'-0" 6'-0" 4'-0" 2.667 YDS. MAX. DESIGN WINDLOAD VERTICAL SLAB "D" "E" "F" CONC. \-\\i --- 110 MPH 5'-6" 5'-6" 2'-6" 2.801 YDS. mo\-- 80 MPH 5'-0" 4'-6" 2'-6" 2.083 YDS. MAX. DESIGN WINDLOAD CAISSON FOUNDATION "G" DIA. "H" CONC. VNiL 110 MPH 3'-0" 7'-0" 1.833 YDS. 5.1Jt_ 80 MPH 2'-6" 6'-0" 1.091 YDS. • PROPERTY OF PLASTI–LINE, INC. NOT TO BE DUPLICATED. FINISH GRADE LEVELING NUTS & WASHER SWL ANCHOR BOLT 3/4" X 30" (4 REQ'D) (P/N 11-27-065-9052) ' HWL ANCHOR BOLTS 1 1/4" X 36" (4 REQ'D) (P/N 11-27-065-9054) All steel below grade (including exposed anchor bolts) is to be coated with Carboline Bitumastic 50 Coal Tor or equal after installation and prior to landscaping. Call Carboline at 314-644-1000 for location of nearest distributor. Available in 1 or 5 gallon cans. Also approved is Sherwin Williams Black Asphaltum 500-1706 V74B2. DETAIL J PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: -- SCALE: NTS DATE: 08/05/00 DATE: --- UNSPECIFIED RADII =.015 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=±.03 .XXX=1.015 ANGLES= t1• INSTALL FOR 5X5 @ 15' OAH CUSTOMER: AC U RA S H T 3 OF 5 DRAWING NUMBER: B24883 ENGINEER Matt Smith CUSTOMER Acura PROJECT: 5x5 0 15 oah COLUMN P/N: WND+SPEED (70-110) NO. COL 410G�\S � 80 MPH 1.000 .SHAPE ITEM HEIGHT WIDTH FACTOR CENTROID TOTAL OAH. • . . Wind Load HEIGHT AREA FORCE MOMENT sign sign + clad dad column O.A.H. C 0 0 E ITEM 2.146 5.000 3.594 6.250 9.260 4.281 0.750 0.000 15.750 1.000 15.750 1.000 13.604 1.000 10.010 0.000 0.750 25.9 24.3 24.3 24.3 COLUMN STRESSES (CODES P=PIPE;0=OTHER) 1.073 10.729 1.797 22.461 4.630 39.646 0.375 0.000 COLUMN COLUMN Ixx Sxx ALLOW. ACTUAL MOMENT DEPTH WALL COLUMN COLUMN STRESS STRESS 0.278 0.299 0.825 2.281 1.790 14.389 1.790 15.731 t sign 0.299 0.000 0.000 t sign + dad 2.281 3x3 0.188 t clod 14.389 6x6 0.188 t column 15.731 6x6 0.188 BOLT CALCULATIONS ???? 1.730 7.930 7.930 DlV/0! 11.868 use 4x5.4 channel 16.330 17.854 BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAMETER STRESS TENSION sign sign + dad clad column ITEM Q299 2.281 14.389 15.731 4.000 12.000 12.000 SIV/0! 4.000 2.566 4.000 5.396 4.000 5.899 PLATE CALCULATIONS 0.000 0.000 0.500 20.000 0.750 20.000 0.750 20.000 0.000 3.927 8.836 8.836 TENSION/ MOMENT MOMENT PLATE PLATE PLATE MIN. BOLT ARM PLATE WIDTH DEPTH THICK THICK sign sign + clod dad column 1OIV/0! 2.566 5.396 5.899 LENGTH ITEM GUSSET ???? #DIV/0! 1.500 7.699 3.000 32.375 3.000 35.395 8.000 15.000 15.000 1OIV/0! 0.500 0.462 15.000 1.000 0.693 15.000 1.000 0.724 WELD CALCULATIONS ...- GUSSET THICXNESS WELD ACTUAL ANGLE GUSSET Iw Sw REVD WELD gn sign + dad dad column 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • 0.000 .0.000 ???? 0.000 ???? 0.000 ???? 0.000 ???? PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. 66.000 0.132 66,000 0.144 0.000 0.000 0.250 odd gussets 0.250 odd gussets 0 0 0 MOMENT AT GRADE TOTAL FORCE DIAMETER OF EMBEDDED PIPE DEPTH OF EMBEDMENT BLOCK FOUNDATION WEIGHT OF SIGN PEDESTAL WIDTH *PEDESTAL LENGTH PEDESTAL THICKNESS PEDESTAL WEIGHT SLAB WIDTH SLAB LENGTH SLAB DEPTH SLAB WEIGHT TOTAL WEIGHT OVERTURNING MOMENT FACTOR OF SAFETY e = 0114/WT 1/2 -e (3•L/2 -e must be < L) SOIL PRESSURE 2'WT/(3•(L/2-e)•WMDTH CONCRETE EXCAVATION MIN. THICKNESS w/o REBAR SART(M*12161.7•.75/(.178.12'WIDTH) frame ACTUAL THICKNESS VERTICAL SLAB MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-8 ASSUME SOIL CLASS j4 SW,SP,SM,SC,GM.& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH 51 SLAB DEPTH (d) SLAB WIDTH (b) SLAB THICKNESS AVERAGE HEIGHT (h) A = 2.34'FORCE/(Sl'b) CALC. DEPTH MIN. THICKNESS w/o REBAR SORT(M1121.1.7'.75/(.178.12'WIDTH) ACTUAL THICKNESS CONCRETE EXCAVATION 15.731 4111 -FT. 1.790 KIP 0.000 IN. 0.000. FT. 0.750 0.000 0.000 0.000 0.000 3.000 6.000 4.000 10.800 11.550 22.891 1.514 1.982 1.018 2.521 2.667 3.000 15.012 KIP FT. FT. FT. KIP FT. FT. FT. KIP KIP FT. -KIP FT. FT. KSF YDS YDS IN. 48.000 IN. 15.731 FT. -KIP 1.790 KIP 150.000 599.850 4.500 5.000 2.500 8.789 1.396 4.422 11.628 30.000 2.083 2.315 PSF/FT. PSF FT. FT. FT. FT. FT. IN. IN. Y05 YDS sq tube with single gusset front/back tube size gusset length Iw tube Iw gussets lw total sec mod CAISSON MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-8 ASSUME SOIL CLASS 14 SW,SP,SM,SC,GM,k GC LATERAL BEARING PRESSURE PSF/FT.DEPTH 51 CAISSON DEPTH (d) CAISSON DIAMETER (b) AVERAGE HEIGHT (h) A = 2.34•FORCE/(Sl'b) CALC. DEPTH MIN. THICKNESS w/o REBAR (M'12'32.1.7'.75/(.178'P1)"1 /3 ACTUAL DIAMETER CONCRETE EXCAVATION 6.00 3.00 144.00 252.00 396.00 66.00 15.731 1.790 150.000 799.800 6.000 2.500 8.789 2.095 5.648 23.971 30.000 1.091 1.091 FT. -KI KIP PSF/F. PSF FT. FT. FT. FT. IN. IN. YDS YDS PLASTI LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: --- SCALE: NTS DATE: 08/05/00 DATE: DESCRIPTION: INSTALL FOR 5X5 @ 15' OAH CUSTOMER: AC U R A UNSPECIFIED RADII =.015 R TOLERANCES: AU. DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=1.03 .XXX=*.015 ANGLES=*1' SHT 4 OF DRAWING NUMBER: B24883 •. €NGINEER Matt Smith CUSTOMER Acura PROJECT: 5x5 0 15 oah COLUMNP/N: WIND_ SPEED (70-110) C 0 0 E NO. COL 80 MPH 1.000 .SHAPE ITEM HEIGHT WMON FACTOR CENTROID TOTAL OAH. . . Wind Load HEIGHT AREA FORCE MOMENT sign sign + clad dod column 0.A.H. 2.146 5.000 3.594 6.250 9.260 -4.281 0.750 0.000 15.750 1.000 15.750 1.000 13.604 1.000 10.010 0.000 0.750 25.9 24.3 24.3 24.3 COLUMN STRESSES (CODES P=PIPE;O=OTHER) 1.073 10.729 1.797 22.461 4.630 39.646 0.375 0.000 COLUMN COLUMN Ixx Sxx ALLOW. ACTUAL ITEM MOMENT DEPTH WALL COLUMN COLUMN STRESS STRESS 0.278 0.299 0.825 2.281 1.790 14.389 1.790 15.731 t sign t sign + dad t dad t column 0.299 0.000 2.281 3x3 14.389 6x6 15.731 6x6 0.000 0.188 0.188 0.188 BOLT CALCULATIONS ???? 1.730 7.930 7.930 jDIV/0! 11.868 16.330 17.854 use 4x5.4 channel BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAMETER STRESS TENSION sign sign + dad clad column 0.299 2.281 4.000 14.389 12.000 15.731 12.000 $DIV/0! 4.000 2.566 4.000 5.396 4.000 5.899 PLATE CALCULATIONS 0.000 0.000 0.500 20.000 0.750 20.000 0.750 20.000 0.000 3.927 8.836 8.836 TENSION/ MOMENT MOMENT PLATE PLATE PLATE MIN. ITEM BOLT ARM PLATE WIDTH DEPTH THICK THICK sign sign + dod dad column 1OIV/0! 2.566 5.396 5.899 ???? #DIV/0! 1.500 7.699 3.000 32.375 3.000 35.395 WELD CALCULATIONS LENGTH GUSSET THICKNESS ITEM GUSSET ANGLE GUSSET sign sign + dod dod column 8.000 15.000 15.000 IDIV/0! 0.500 0.462 15.000 1.000 0.693 15.000 1.000 0.724 WELD ACTUAL Iw Sw REVD WELD 11:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 D 000 ???? 0.000 ???? 0.000 ???? 0.000 ???? ???? PVC! ???? /Drv/01 66.000 0.132 66.000 0144 'ROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. 0.000 0.000 0.250 odd gussets 0.250 add gussets 0 0 0 0 MOMENT AT GRADE TOTAL FORCE DIAMETER OF EMBEDDED PIPE DEPTH OF EMBEDMENT BLOCK FOUNDATION WEIGHT OF SIGN PEDESTAL WIDTH PEDESTAL LENGTH PEDESTAL THICKNESS PEDESTAL WEIGHT SLAB WIDTH SLAB LENGTH SLA8 DEPTH SLAB WEIGHT TOTAL WEIGHT OVERTURNING MOMENT FACTOR OF SAFETY e = OTM/WT 1/2 -e (3•1/2-e must be <1) SOIL PRESSURE 2'V'TT/(3°(L/2-e)•WIOTH CONCRETE EXCAVATION MIN. THICKNESS w/o REBAR SORT(M'12'61.7*.75/(.178'12•WIDTH) frame ACTUAL THICKNESS VERTICAL SLAB MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-8 ASSUME SOIL CLASS 14 SW,SP,SM,SC,GM,& GC LATERAL BEARING PRESSURE PSF/FTOEPTH SI SLAB DEPTH (d) SLAB WIDTH (b) SLAB THICKNESS AVERAGE HEIGHT (h) A = 2.34•FORCE/(S1'b) CALC. DEPTH MIN. THICKNESS w/o REBAR SORT(012.6.1.7•.75/(.178.12•WIDTH) ACTUAL THICKNESS CONCRETE EXCAVATION 15.731 OFT. 1.790 KIP 0.000 IN. 0.000 - FT. 0.750 KIP 0.000 FT. 0.000 FT. 0.000 FT. 0.000 KIP 3.000 FT. 6.000 FT. 4.000 FT. 10.800 KIP 11.550 KIP 22.891 FT. -KIP 1.514 1.982 FT. 1.018 FT. 2.521 KSF 2.667 YDS 3.000 YDS 15.012 IN. 48.000 IN. 15.731 FT. -KIP 1.790 KIP 150.000 599.850 4.500 5.000 2.500 8.789 1.396 4.422 11.628 30.000 2.083 2.315 PSF/FT. PSF FT. FT. FT. FT. FT. IN. IN. YDS YDS sq Orbe with single gusset frontlback tube size gusset length Iw tube Iw gussets Iw total sec mod CAISSON MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-8 ASSUME SOIL CLASS f4 SW,SP,SM,SC,GM.& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH S1 CAISSON DEPTH (d) CAISSON DIAMETER (b) AVERAGE HEIGHT (h) A = 2.34•FORCE/(S1•b) CALC. DEPTH MIN. THICKNESS w/o REBAR (M•12'32.1.7•.75/(.178'PI)i /3 ACTUAL DIAMETER CONCRETE EXCAVATION 6.00 3.00 144.00 252.00 396.00 66.00 15.731 1.790 150.000 799.800 6.000 2.500 8.789 2.095 5.648 23.971 30.000 1.091 1.091 FT. -KI KIP PSF/F. PSF FT. FT. FT. FT. IN. IN. YDS YDS PLASTI LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: --- SCALE: NTS DATE: 08/05/00 DATE: DESCRIPTION: INSTALL FOR 5X5 @ 15' OAH CUSTOMER: A C U R A UNSPECIFIED RADII =.015 R TOLERANCES: AU. DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=1.03 .XXX=1.015 ANGLES=t1' SHT 4 OF DRAWING NUMBER: B24883 PLASTI-LINE,INC 623 E. EMORY ROAD, P.O.BOX 59043,KNOXVILLE,TN 37950 FOUNDATION SPECIFICATION FOR: USE OR REUSE: OF THIS DOCUMENT FOR.. OTHER LOCATIONS IS STRICTLY PROHIBITED : WITHOUT APPROVAL .OF . ENGINEER. SIGN: 7' X 7' ACURA PYLON HEIGHT: 20' 'OAH. WINDLOAD: 80 & .-110 MPH 1 j`CONTRACTOR SHALL: VERIFY ALL SITE CONDITIONS AND DIMENSIONS. 2. CONCRETE SHALL BE READY . MIXED AND DESIGNED: TO :' DEVELOP A MINIMUM COMPRESSIVE . STRENGTH OF 3000 PSI IN 28 DAYS.. 3. THE ENGINEER HAS NOT INSPECTED .THE SITE. IT SHALL BE THE OWNER'S .OR HIS AGENT'S RESPONSIBILTY. 4. SOIL CAPACITY: A. A MINIMUM SOIL .CAPACITY OF 2300 PSF - (VERTICAL) HAS . BEEN USED IN THE FOUNDATION DESIGN. B. A LATERAL SOIL RESISTANCE OF 150 PSF/FT OF DEPTH HAS BEEN USED IN THE FOUNDATION DESIGN. 5. THESE . DRAWINGS CONTAIN INSTALLS FOR BLOCK : & VERTICAL SLAB & CAISSION FOUNDATIONS. SIGN SPECIFICATIONS SIGN HEAD P/N: 1.1-30-035-0010- HWL(COMPLETE) LAMPS: (8) F84T12/CW/HO 1 P/N: 1 1-30-035-0015 SWL COM.LETE) . 2. BALLASTS:. (2) JEFFERSON 4 LAMP BALLASTS. 3. VOLTAGE: 120 V, 60 HZ 4. CIRCUITS: (1) 20 AMP 5. -TOTAL CONNECTED LOAD: 8 AMPS 6. EST. WEIGHT OF SIGN HEAD & CLADDING & COLUMN W/ SHIPPING STANDS: 2700 LPS 7. SERVICE: HINGED FACE INSTALLATION INSTRUCTIONS SEE "INSTALLATION FIELD MANUAL" #A15552 FOR. FOUNDATION AND INSTALLATION STANDARDS. 1. EXCAVATE FOR FOUNDATION, ANCHOR BOLTS, & ELECTRICAL CONDUIT. 2.: POUR CONCRETE AND ALLOW . 7 DAYS FOR CONCRETE TO CURE.. 3. .REMOVE :.ALL EXCAVATED FILL FROM SITE. 4. :UNCRATE SIGN AND INSPECT - .FOR .:DAMAGE. 5.. ,TEST LIGHT. IF • DAMAGE IS EVIDENT CONTACT PLASTI.=LINE IMMEDIATELY -6.; REMOVE LOWER SHIPPING :STAND..-. 7. REMOVE A LOWER CLAD PANEL FROM. ONE SIDE OF SIGN. 8. LIFT SIGN INTO PLACE AND ATTACH TO FOUNDATION. 9. MAKE SURE SIGN IS LEVEL AND PLUMB. 10. REMOVE UPPER SHIPPING .STAND. 11.. REPLACE . EYEBOLTS WITH BOLTS. (DO NOT OVERTIGHTEN 13. MAKE FINAL ELECTRICAL CONNECTION & TEST. LIGHT.: 14.. APPLY BITUMASTIC COATING. 15. GROUT UNDER BASE PLATE. . 16. CLEAN & SECURE ALL FACES & CLAD PANEL. REATTACH BOTTOM CLAD PANEL. 17. CLEAN SITE OF ALL DEBRIS. 18. INSTALLATION TO CONFORM TO N.E.C. AND .ANY OTHER APPLICABLE. LOCAL CODES. P/N: 06-7093 PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: --- nchwe s r/1VS+ be!o,aj--- i h SSCALE: NTS DATE: 05 16 .00 DATE: �/ DESCRIPTION: INSTALL FOR 7' X 7' @ 20' OAH A 1/24/01 HCC 8413 At -REVISED SHIPPING WEIGHT FROM 7220 REV DATE INIT ECN DESCRIPTION OF CHANGE CUSTOMER: ACURA PROPERTY OF PLASTI-LINE,INC NOT TO BE 'DUPLICATED. UNSPECIFIED RADII TOLERANCES: =.015 R ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=*.03 .XXX3±.015 ANGLES=t1• SHT 1 OF rj DRAWING NUMBER: B24459 II I UPIivvvvvv'vvvv'vv P% WWVWW /-0%-/i /i. 4s../. //i✓i /i // //✓i✓/✓/ O.�. 12" MIN. /\/'\/�\�\�!�\!\���\�\�!\ . 11 . ' WWW4eVW f ELEC. CONDUIT (BY OTHERS) PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. BLOCK FOUNDATION Z&CCURA 5'-4" COPY DETAIL "G" DIA. CAISSON FOUNDATION PLASTI LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: SCALE: JFG DWG.BY: JFG CH'K BY: --- NTS DATE: 05/1 6/00 DATE: --- DESCRIPTION: INSTALL FOR 7' X 7' @ 20' OAH CUSTOMER: A C U R A UNSPECIFIED RADII =.0,15 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=±.03 .XXX=*•015 ANGLES=* 1' SHT 2 OF rj DRAWING NUMBER: B24459 GROUT BENEATH : BASEPLATE WITH EMBECO PRE -MIXED GROUT BY MASTERBUILDER • BASE : P LEVELING '`NUTS & WASHER `• MAX. DESIGN WINDLOAD BLOCK FOUNDATION "A" A B „ ,, G CONC. 110. MPH 5'-0" 9'-9" 4'—O" 7.222 YDS: 80 MPH 4'-0" 8'-0" 4'—O" 4.741 YDS. MAX. DESIGN WINDLOAD VERTICAL • SLAB "D" "E" "F" CONC. 110 MPH 7'-6" 6'-6" 3'-0" 5.417 YDS. 80 MPH 6'-0" 5'-6" 3'-0" 3.667 YDS. MAX. DESIGN WINDLOAD CAISSON FOUNDATION "G" DIA. "H" CONC. 110 MPH 3'-6" 9'-0" 3.207 YDS. 80 MPH 3'-0" 7'-3" 1.898 YDS. PROPERTY OF PLASTI—LINE, INC. NOT TO BE DUPLICATED. HWL ANCHOR BOLT 1-1/2" X 48" (4 REQ'D) (P/N 1 1-27-065-9055) All steel below grade (including exposed anchor bolts) is to be coated with Carboline Bitumastic 50 Coal Tar or equal after installation and prior to landscaping. Call Carboline at 314-644-1000 for location of nearest distributor. Available in 1 or 5 gallon cans. Also approved is Sherwin Williams Black Asphaltum 500-1706 V74B2. DETAIL J PLASTI-LINE, INC. P.O. 80X 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: SCALE: NTS DATE: 05/16/00 DATE: DESCRIPTION: INSTALL FOR 7' X 7' @ 20' OAH CUSTOMER: UNSPECIFIED RADII =.015 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=±.03 .XXX=*.015 ANGLES=t1' ACURA SHT 3 OF DRAWING NUMBER: B24459 EKGNEETR Matt Smith • CUSTOMER:• Acura : PROJECT: 7x7 0 20' oah COLUMN WIND SPEED (70-110) ==_=== 80 MPH NO, COL ==== ======= 1.000 2.135. 6.667 1.000 . 20.750 5.458 8.448 1.000 18.615 12.406 5;104. -• 1.000 : 13.156 0.750 0.000 • -0.000 . - 0.750 20.750 27.3 1.068 .14,236_. 0.389 0.415 25.9 2.729 46.112 1.585 - 5.803 24.3 6.203, 63.324 =- '3.126 35.031 24.3 -, 0.375 0.000 : 3.126 . 37.376 - COLUMN STRESSES (CODES P=PIPE;O=OTHER) COLUMN COLUMN • .` ba. = Sxx ALLOW. ` , 'ACTUAL • • ITEM MOMENT - DEPTH • WALL COLUMN • COLUMN. • ,STRESS STRESS t sign 0.415 0.000 0.000 ???? ???? t sign + dad 5.803 4x4 ' 0.313 ???? 4.790 t dad 35.031 8x8 .0.188 ???? 14.600 t column • . 37.376 8x8 • 0.188 ???? 14.600 "9, 9,9, MOMENT AT GRADE TOTAL FORCE... DIAMETER OF EMBEDDED PIPE DEPTH OF EMBEDMENT BLOCK FOUNDATION WEIGHT. OF.SGN PEDESTAL WIDTH PEDESTAL LENGTH PEDESTAL THICKNESS PEDESTAL WEIGHT SLAB WIDTH SLAB LENGTH SLAB DEPTH _SLAB WEIGHT TOTAL WEIGHT. OVERTURNING MOMENT FACTOR OF SAFETY e = OTM/WT . L/2 -e (31L/2 -e must be. <L) SOIL. PRESSURE 2•WT/(3'(L/2-e)'IMDTH CONCRETE EXCAVATION MIN. THICKNESS w/o REBAR SORT(M*12'61.7*.75/(.178'12•WNTH) ACTUAL THICKNESS iDIV/0! 10.904 use 4x5.4 channel frame 21.595 23.040 BOLT'CALCULATIONS BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT . DIAMETER STRESS TENSION • _ sign sign + clad dod column 0. 0.000 0.000 0.000 0.000 4.000 8.000 4.000 19.200 19.950 49.882 1.600 2.500 1.500 2.217 4,741: 5.333 20.040 0.415 5.803 35.031 • 37.376 ITEM 6.000 14.000 14.000 10IV/0! 4.000 4.353 4.000 11.260 4.000 12.014 PLATE CALCULATIONS 0.000 0.000 .0:000 0300 20.000 3.927 0.750 20.000 8.836 1.250 20.000. 24.544 TENSION/ MOMENT MOMENT PLATE PLATE PLATE .- MIN. BOLT ARM PLATE WIDTH DEPTH THICK THICK • FT. KIP FT. FT. FT. KIP KIP. CAISSON MOMENT FORCE REFERENCE UBC '2907 & TABLE 29-8 • ASSUME SOIL CLASS 14 SW.SP,SM,SC,GM,& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH S1 CAISSON DEPTH. (d) CAISSON DIAMETER (b) AVERAGE HEIGHT (h) FT. -KIP A = 2.34•FORCE/(S1'b) FT -KIP KIP 150.000 966.425 7.250 3.000 11.955 2.523 48.000 N. __________________ === ======== = _====== sign sign + dad dad column 10IV/0! 4.353 11.260 12.014 ???? )IV/0! 1.500 11058 3.000 67.560 3.000 72.082 WELD CALCULATIONS 8.000 18.000 18.000 18.000 18.000 0.750 1.000 1.000 10IV/0! 0.602 0.913 0.943 LENGTH GUSSET THICKNESS WELD ACTUAL ITEM GUSSET ANGLE GUSSET Iw Sw REQD WELD sign 0.000 0.000 0.000 ???? ???? 10IV/0! sign + clad 0.000 0.000 0.000 ???? ???? fDIV/0! dad 0.000 0.000 0.000 ???? 85.120 0.249 column 0.000 0.000 0.000 7'?? 85.120 0.266 PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. 0.000 0.000 0.250 add gussets 0.250 add gussets UNSPECIFIED RADII =.015 R VERTICAL SLAB MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-B ASSUME SOIL CLASS 14 SVCSP3M.SC,GM.& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH S1 SLAB DEPTH (d) SLAB W10TH (b) SLAB THICKNESS "' AVERAGE HEIGHT (h) A = 2.34'FORCE/(S1 •b) CALC. DEPTH MIN. THICKNESS w/o REBAR SCR T(M •12'6•1.7•.75/(.178'12•WIDTH) ACTUAL THICKNESS CONCRETE. EXCAVATION TOLERANCES: 37:376 3.126 150.000 733.150 5.500 6.000 3.000 11.955 1.663 5.561 16.362 36.000 3.667 4.000 AU. DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=1.03 .XXX=*.015 ANGLES=i1• FT. -KIP KIP PSF/FT. PSF FT. FT. FT. FT. FT N. IN, YDS YDS RLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG. BY: JFG CH'K BY: --- SCALE: NTS DATE: 05/16/00 DATE: DESCRIPTION: INSTALL FOR 7' X 7' @ 20' OAH CUSTOMER: AC U RA sHr 4 of 5 DRAWING NUMBER: B24459 ENGINEER: Matt Smith CUSTOMER: Acura . PROJECT: . _ 7x7 0 20' oah .:._COLUMN P/N: ;.. ..; _Wft1D SPEED (70-110) .110 1,742-..- NO. COL ssa==sass===s • -_-__-======_-___- ______---__ __- ==========_==_ =_ ==__==_== 51.6. : -1:068 :.14.236 - 49.0. 2.729 46.112 2.997 10.970 46.0 6.203 :.63324 µ :::5910 _; :66.218. 46.0 0.375 0.000 5.910 70.650 MOMENT AT GRAD -,;:TOTAL FORCE • ::. DIAMETER OF EMBEDDED PIP DEPTH OF EMBEDMENT ,. ''CAISSON MOMENT, FORCE' (REFERENCE UBC 2907 A: TABLE 29-8 t f ASSUME SOIL CLASS /4SW,SP,SM,SC,GM,& GC '-lA,LATERAL BEARING PRESSURE PSF/FT.OEPTH KI CAISSON DEPTH (d) CAISSON DIAMETER (b) FT. ; /KIP '��%/ FT. Ft FT. fV KIP KIP FT ==============_====_=====_===_=_=====_=============_====== 0.785 - - 0.000 0.000 ???? 10.970 4x4 0.313 - ???? 66.218 8x8 0.375 ???? 70.650 8x8 0.375 .???? 4.110 27.600 24.022 use. 4x5.4 channel frame 26.400 27.600 22.574 26.400 27.600 24.085 BLOCK FOUNDATION WEIGHT OF SIGN PEDESTAL WIDTH - PEDESTAL LENGTH. PEDESTAL THICKNESS PEDESTAL WEIGHT SLAB WIDTH SLAB LENGTH: SLAB. DEPTH SLAB: WEIGHT TOTAL WEIGHT ' OVERTURNING MOMENT FACTOR OF SAFETY e = OTM/WT 1/2 -e. (39./2-e: must be < L) SOIL PRESSURE 2'WT/(3'(L/2 e)'WIDTH CONCRETE EXCAVATION . MIN. THICKNESS w/o REBAR SART(M'12'6S1.7'.75/(.17892'WIDTH) ACTUAL THICKNESS sign sign + dad - dad column ITEM MOMENT BOLT CALCULATIONS • wpswimminft BOLT BOLTS/ TENSION/ BOLT SPACING PLATE BOLT DIAMETER ALLOW. ALLOWABLE STRESS TENSION __________ ___==_=___=== 0.785 10IV/0! 10.970 6.000 4.000 8.227 66.218 14.000 4.000 21.284 70.650 14.000 - 4.000 22.709 0.000 . 0.000 0.000 0.750 20.000 8.836 0.750 .20.000 8.836 1.500 20.000 35.343 PLATE CALCULATIONS mmemsmomps TENSION/ MOMENT MOMENT PLATE PLATE BOLT ARM PLATE WIDTH DEPTH =====__====_=___=_====____==_ sign sign + clad dad column )Iv/0! 8.227 21.284 22.709 LENGTH ITEM GUSSET ???? 10IV/0! 3.000 49.365 3.000 127.705 3.000 136.253 12.000 18.000 18.000 WELD CALCULATIONS GUSSET THICKNESS ANGLE GUSSET Iw PLATE .MIN. THICK. THICK ========_====== 1.000 18.000 1.500 18.000 1.500 piv/0! 0.956 1.256 1.297 WELD ACTUAL Sw REVD WELD ====_=====___===_====___======__====__=____ sign 0.000 0.000 0.000 ???? sign + dad 0.000 0.000 0.000 ???? dad 0.000 0.000 0.000 ???? column 0.000 0.000 0.000 ???? ???? jDIv/0! 21.280 0.312 85.120 0.471 85.120 0.503 0.000 0.250 add 0.250 add 0.250 add gussets gussets gussets VERTICAL SLAB MOMENT FORCE REFERENCE UBC 2907 & TABLE 29-8 ASSUME SOIL CLASS 14 SW,SP,SM,SC,GM,& GC LATERAL BEARING PRESSURE PSF/FT.DEPTH SI SLAB DEPTH (d) SLAB WIDTH (b) SLAB THICKNESS AVERAGE HEIGHT (h) A = 2.34'FORCE/(S11b) CALC. DEPTH MIN. THICKNESS w/o REBAR SQRT(M'12'6'1.7'.75/(.178'12°W1DTH) ACTUAL THICKNESS CONCRETE EXCAVATION 0.750 0.000 0.000 0.000 0.000 5.000 9.750 4.000 29.250 30.000 94.289 1.551 3.143 1.732 2.309 7.222 8.125 24.643 48.000 - 70.650 5.910 150.000 866.450 6.500 7.500 3.000 11.955 2.128 6.436 20.121 36.000 5.417 5.833 FT. -KIP ' - KIP FT, FT. KSF YD YDS - IN. FT. -KIP. KIP (I PSF/FT. PSF FT. FT. FT. FT. FT. IN. IN. YDS YDS PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: JFG DWG.BY: JFG CH'K BY: --- SCALE: NTS DATE: 05/16/00 DATE: DESCRIPTION: INSTALL FOR 7' X 7' © 20' OAH CUSTOMER: A C U R A PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. UNSPECIFIED RADII =.015 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=1.03 .XXX=3.015 ANGLES=t 1' sHr 5 of 5 DRAWING NUMBER: B24459 LL O d 4C el 4 0 Nge 0 0 1 0 0 g • LOGO & LETTERS BY PLASTI-LINE & MOUNTED BY INSTALLER • 4'-O" • • ICON LOGO & LETTERS INSTALL INSTRUCTIONS 1. INSPECT LETTER/LOGO COMPONENTS FOR DAMAGE, NOTIFY PLASTI-LINE OF ANY PROBLEMS.. 2. REMOVE TOP CAPS FROM ICON TOWER IF REQUIRED. 3. INSTALL THE LOGO AND LETTERSET BY DRILLING HOLES INTO ALUCOBOND PANELS PER POUNCE PATTERN. 4. LOGO. AND LETTERSET TO BE SECURELY FASTENED TO PANELS PER INSTALL DETAILS. 5. SECURELY FASTEN TOP CAPS IF REQUIRED ONTO ICON TOWER. 6. CLEAN JOB SITE OF ALL DEBRIS. ICON TOWER SUPPLIED BY OTHERS NOTE: THE CUSTOMER'S BUILDING ENGINEER IS TO DETERMINE IF BUILDING STRUCTURE WILL SUPPORT THE SIGN. THE CUSTOMER SHALL SUPPLY ANY ADDITIONAL STRUCTURE THAT IS REQUIRED ON OR BEHIND THE WALL. THE ENGINEER HAS NOT INSPECTED THE BUILDING. THE MOUNTING HARDWARE SHOWN ON THIS DRAWING IS SUGGESTED ONLY.. ACTUAL MOUNTING DETAILS ARE TO BE DETERMINED BY THE INSTALLER OR A LOCAL ENGINEER. INSTALLATION P/N: 108055 PLASTI-LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: MSC DWG.BY: MSC CH'K BY: SCALE: NTS DATE: 9-21-01 DATE: REV DATE IMT ECN PROPERTY OF PLASTI-LINE,INC NOT TO BE DUPLICATED. DESCRIPTION: INSTALL FOR NON-ILLUM. ICON LOGO/LTRS DESCRIPTION OF CHANGE UNSPECIFIED RADII =.015 R CUSTOMER: A C U R A TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=t.03 .XXX=±.015 ANGLES=±1' SHT 1 OF 2 DRAWING NUMBER: B26985 • • LOGO ATTACHED TO ALUCOBOND PANEL WITH HARDWARE SUPPLIED BY INSTALLER. #10-24 THREADED ROD X 2" #10 NUT ATTACHING LETTER TO ALUCOBOND PANEL LOGO DETAIL ICON TOWER SUPPLIED BY OTHERS ICON TOWER SUPPLIED BY OTHERS • LETTER DETAIL PROPERTY OF PLASTI-LINE, INC. NOT TO BE DUPLICATED. 4 92 1/8 (r1V) art/LETTER MOUNTING - POI.N:T LOGO MOUNTING POINT 1Gj•1 15 1/8 22 3/4 f r 2'5 f1 YMQ 92 1/16 16 q2 /o7•zs- 1.2_•75K160.11, = 32-2I.13 /• 0 3 125 t7 -2/5 O a / (11`?)59 141 15 16 `t) LOGO/LETTERS MOUNTING DETAIL` NOTE: RIGHT "A" IS DIFFERENT FROM LEFT "A". DO NOT GET "C" & "U" BACKWARDS. lam,,xtA \,Ava \ILI° 4-o'ck\ I tAetA = 22,c\3 /16 ccir PLASTI—LINE, INC. P.O. BOX 59043 KNOXVILLE, TN 37950-9043 DSGNR: MSC DWG.BY: MSC CH'K BY: SCALE: NTS DATE: 9-21-01 DATE: DESCRIPTION: INSTALL FOR NON-ILLUM. ICON LOGO/LTRS CUSTOMER: A C I R A UNSPECIFIED RADII =.015 R TOLERANCES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIED .XX=t.03 .XXX=*.015 ANGLES=* 1' SHT 2 OF 2 DRAWING NUMBER: 826985 LEGEND - ® NOTE DESIGNATOR - REFER TO DRAWING NOTES ON THIS SHEET INDICATES HT. BASED OFF OF FINISH FLOOR ELEVATION 1 ELEr. - # I FINISH DESIGNATOR - SEE EXTERIOR FINISH SCHEDULE E -7A } #-# l THE PURPOSE OF THESE DRAWINGS IS TO CONVEY THE DESIGN INTENT AND FINISH MATERIAL SPECIFICATIONS ONLY. THEY ARE NOT TO BE USED TO OBTAIN BUILDING PERMITS OR FOR ACTUAL CONSTRUCTION OF THE PROJECT. COMPLIANCE WITH - LOCAL BUILDING ORDINANCES, FIRE REGULATIONS, ZONING CODES AND ADA REGULATIONS ARE BEYOND THE SCOPE OF THESE DOCUMENTS. THE PROPOSED DESIGN SOLUTION MAY REQUIRE MODIFICATIONS BECAUSE OF JOB SPECIFIC INFORMATION REGARDING GRADING, UTILITIES, EASEMENTS, SETBACKS, WATER RETENTION AND SITE ACCESS. ALL SIRUCTURAL MODIFICATIONS MUST BE CAREFULLY ANALYZED BY A LICENSED STRUCTURAL ENGINEER AND MODIFIED/DESIGNED AS REQUIRED. COMPLIANT CONSTRUCTION DOCUMENTS ARE TO BE PREPARED BY LICENSED PROFESSIONALS WHO ARE WILLING TO ACCEPT RESPONSIBILQY FOR PROPER APPLICATION OF THESE INTENT DOCUMENTS. ALL SIGNAGE IS SHOWN FOR DESIGN INTENT ONLY. APPROVAL SUBJECT TO LOCAL JURISDICTION. CONTACT ZONE MANAGER FOR INFORMATION ON SIGNAGE PROGRAM AND ONSITE SIGNAGE SURVEY. j INDICATES GREEN SPACE/ LOW LANDSCAPING INDICATES PROPOSED BUILDING ADDITION OR INFILL dim. Amor I t t SITE PLAN r" = 40'--0" lea Ie. GENERAL NOTES A. ALL SIGNAGE IS AVAILLBLE THROUGH A NATIONAL SIGN PROGRAM BY PLASTI-UNE CONTACT ACURA ZONE MGR. FOR DETAILS. B. SITE SIZE = 4.9 ACRES . ODRAWING NOTES 1. CONCRETE PAVING WITH 4'-0" X 4'-0" JOINT PATTERN WITH ELEV. +6" ABOVE ADJACENT PAVED AREAS. 2. 6" HIGH CONCRETE CURB 3. EXISTING RAMP. 4. PROVIDE RAMPED SIDEWALK FOR VEHICLE ACCESS 5. DIRECTIONAL SIGNAGE OR PYLON. SEE GENERAL NOTE "A" 6. PROPERTY UNE 7. EXISTING DUMPSTER. 8. EXISTING STAIRS. 9. EXISTING SIDEWALK. 10. INDICATES PAINT STRIPING. 11. SUGGESTED LANDSCAPING LOCATIONS. ALL LAYOUTS TO BE DESIGNED AND CERTIFIED BY A LICENSED PROFESSIONAL min sae 111•101.1101•......----4-- . -- -- - SITE AND BUILDING LIGHTING DESIGN CRITERIA A. DARK SURROUNDING AREAS: IN AREAS WHERE THE NEIGHBORING PROPERTIES ARE : NOT HIGHLY ILLUMINATED THE DESIGN CRITERIA SHALL BE AS FOLLOWS: -ALL VEHICLE DISPLAY AREAS SHALL BE ILLUMINATED TO 30 FOOT-CANDLES AVERAGE MAINTAINED MINIMUM WITH A MAX -TO -MIN RATIO OF 4:1 AT A DISTANCE OF 30 FEET FROM POLE. FIXTURES SHALL BE FORWARD THROW TYPE MOUNTED PARALLEL AT TOP OF POLE. HOUSE - SIDE SHIELDS SHALL BE PROVIDED WHERE REQUIRED BY ZONING. UGHTING LEVELS FOR PARKING AT CUSTOMER SERVICE AREA, DEMO/RENTAL AREA, PARTS DELIVERY AREA AND EMPLOYEE PARKING AREA ARE TO BE 2.5 FOOT-CANDLES AVERAGE MAINTAINED MINIMUM WITH A MAX -TO -MIN RATIO OF 8:1 OR LESS. B. LIGHT SURROUNDING AREAS: IN AREAS WHERE THE NEIGHBORING PROPERTIES ARE HIGHLY ILLUMINATED, THE DESIGN CRITERIA SHALL BE AS FOLLOWS: -ALL VEHICLE DISPLAY AREAS SHALL BE ILLUMINATED TO 60 FOOT-CANDLES AVERAGE MAINTAINED MINIMUM WITH MAX -TO -MIN RATIO OF 4:1 AT A DISTANCE OF 30 FEU J FROM POLE. HOUSE-SIDE'SHIELDS SHALL BE PROVIDED WHERE REQUIRED BY ZONING. -LIGHTING LEVELS FOR PARKING AT CUSTOMER SERVICE AREA, DEMO/RENTAL AREA, PARTS DELIVERY AREA AND EMPLOYEE PARKING AREA ARE TO BE 5 FOOTCANDLES AVERAGE MAINTAINED • MINIMUM WITH A MAX -TO -MIN RATIO OF 8:1. • OR LESS. MN* 111•M C. D. LIGHT POLES LOCATED IN GRASSY AREAS SHALL BE ON BASES FLUSH WITH GRADE AND BE A MINIMUM OF 3'-O" BACK FROM EDGE OF CURB. PROVIDE BASE WITH COVERPLATES. - UGHT POLES LOCATED IN PAVING AREA IN FRONT OF BUILDING SHALL BE ON BASES FLUSH WITH PAVING. PROVIDE BASE WITH COVERPLATES. E LIGHT POLES AND BASES SHALL BE DESIGNED TO CARRY THE WEIGHT OF THE FIXTURES AND THEIR ACCESSORIES PLUS WITHSTAND THE TOTAL EPA WINDLOADING FOR THE AREA WITH A 1.3 GUST FACTOR MINIMUM. LIGHT POLES LOCATED WITHIN SURFACE PARKING AREA SHALL BE ON ROUND CONCRETE BASES 3'-0" HIGH ABOVE SURFACE OF PARKING LOT. PROVIDE BASE WITH COVERPLATES. SIGNAGE • LIGHTING: - IN AREAS WHERE EXISTING BUILDING SIGNAGE OCCURS, PROFESSIONAL LIGHTING DESIGNER SHALL ACCOMMODATE APPROPRIATE LIGHT LEVELS FOR ALL EXISTING SIGNAGE. - LIGHT FIXTURES FOR SIGNAGE SHALL BE MOUNTED ON LIGHT POLES LOCATED WITHIN SIGNAGE AREAS. F. G. H. POLE LIGHT FIXTURE 400 WATT CHALLENGER IF REQ'D PROVIDE GRD MOUNTED LIGHTS - DORAL SERIES 400 WATTS MANUFACTURER: • LSI LIGHTING SYSTEMS 10000 ALLIANCE ROAD P.O. BOX 42728 CINCINNATI, OH. 45242 PHONE: 800-436-7800 CONTACTS: ERNIE WATSON,EXT. 3027 OR JEFF HUCHINSON, EXT. 3093 MOUNTING INFO: INSTALL POLES, 30' APART AND MOUNT ONE LIGHT FIXTURE PER POLE 20' ABOVE FINISHED FLOOR. POLES ARE LOCATED 40' MIN FROM FACE OF BUILDING. YOUR ARCHITECT MAY RECOMMEND - — j bDMONAL FIXTURES TO UGHT THE ENTIRE FRONT OF YOUR FACILITY. ENTRANCE/LICIT SEE ba,A(, uwtildi&L- ,7.5-1$83 .101111.1.111 BAKER BLVD, ACURA IMAGE PROGRAM. PROJECT NO. 201541.19 DRAWN BY TCG PROJECT NORTH DATE SCALE I-- DEC. '00 1'-40'-0• ACURA OF SEATTLE SEATTLE, WA DRAWING TITLE SITE PLAN I DRAWING NO. F-1 0 cD ON L33rO8d 0 0 A rA" m 2 z M x 74m r m 0 Z 0) 'ON ONIMt210 LEGEND OD NOTE DESIGNATOR - REFER TO DRAWING NOTES ON THIS SHEET • GRAPHICS DESIGNATOR - REFER TO SHEET G -X CM DESIGNATOR •- REFER TO EXTERIOR FINISH SCHEDULE ON SHEET E -7A EnFINISH • s • , THE PURPOSE OF THESE DRAWIN S IS TO CONVEY THE DESIGN INTENT AND FINISH MATERIAL SPECIFICATIONS ONLY. THEY ARE NOT`TO BE USED TO OBTAIN BUILDING PERMITS OR FOR ACTUAL CONSTRICTION . OF THE PROJECT. COMPLIANCE WITH LOCAL BUILDING ORDINANCES, FIRE REGUATIONS, ZONII3 CODES AND ADA REGULATIONS IS BEYOND THE SCOPE OF THESE DOCUMENTS. THE PROPOSED DESIGN SOLUTION MAY REQUIRE 'AODIRCATIONS BECAUSE OF JOB SPECIFIC INFORMATION REGARDING GRADING, UTILTIES, EASEMENTS, SETBACKS, WATER RETENTION AND SITE ACCESS. ALL STRWTURAL MODIFICATIONS MUST BE CAREFULLY ANALYZED BY A LICENSED STRUCTURI,L ENGINEER AND MODIFIED/DESIGNED AS REQUIRED. COMPLIANT CONSTRUCTION DOCUMENTS ARE TO BE PREPARED BY UCENSED PROFESSIONALS WHO ARE WILUNG.TO ACCEPT RESPONSIBILITY FOR PROPER APPLICATION OF THESE INTENT DO,UMENTS. ALL SIGNAGE IS SHOWN FOR DESIiN INTENT ONLY. APPROVAL SUBJECT TO LOCAL JURISDICTION. ALL SIGNAGE PROVED BY PLASH -UNE SEE 'G" SERIES SHEETS FOR ADDITIONAL INFORMATION. oDRAWING NOTES 1. EXISTING COLUMN. 2. E.I.F.S. REVEAL JOINT - SEE DETAIL B/E -8 3. EXISTING CONCRETE PLATFORM, 4. EXISTING RAMP/STAIRS. 5. E.I.F.S. REVEAL JOINT - SEE DETAIL C/E-8 6. PYLON - SEE DETAILS E-10 7. EXISTING BUILDING BEYOND. 8. SEE LIGHTING SCHEDULE FOR DESCRIPTION. 9. METAL PANEL SEAM. (3/4" DEEP "V" GROOVE) SEE SECTIONS FOR COLOR. 10. 11. EXISTING DOOR. EXISTING WINDOW. EXISTING RAILING. • GENERAL NOTES A. ELEVATIONS NOT SHOWN SHALL RECEIVE SAME OR COMPLEMENTARY FINISHES TO MATERIALS SHOWN. B. SEE UGHT FIXTURE SCHEDULE E -5A FOR EXTERIOR LIGHTING DESCRIPTION. WEST ELEVATION TYP. CONTACT: LEESMAN LIGHTING FOR ALL UGHT FIXTURES. MARC UTTER ® 513-681-2081 *LAYOUT FOR NEW CAR DELIVERY/ SERVICE AREA MAX. TO MIN. RATIO OF 2.5 & AN AVERAGE FOOT CANDLE LEVEL OF 58 FC. EP -1 ac .rz- gIp vc iCcacct 4i &) 24 z - /8q,4 /9'x3' -C`' Z•5 OY3? 74'D /ex� 36a (EG-3)— EIFS-1 BEYOND BEYP. OND 30/43 EIFS'-2 w I EIFS-1 . TYP. DP. NORTH ELEVATION EIFS-2. TYP. BEYOND • • v, U.T v , .0 o1 IN TER'ETION STA. 500+00 BAKER BLVD. • SIDEWALK EASEMENT a p_- -= 5TA_. ;261 + 73:81 AND0WR PK. W. #201 • :. 5 L,. ,w 150 8" CI W 501100 �-- — , ,. 4 API -I. RD. CONC. SW.' 2.5.7 12" S. D. • I._ I-. POLE CPt"E 25.4 TRAFFIC IMPROVEME I t. 1�\ EASEMEN T 78.4 (LT.) NIDE CEMENT SIDEWALK STING SIDEWALK 24.6 (LT.) DE CEMENT SIDEWALK STING SIDEWALK �6 (LT.) E CEMENT. SIDEWALK (STING SIDEWALK -80.6 (LT.) TO -05.9 (LT.) 'ODIFIED COMMERCIAL PER DETAIL SHEET 4. -43.7 (LT.) !DE CEMENT SIDEWALK `1 0' UTILITY ASEMEN T .8 STA. 504+64.2 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDWALK MATCH EXISITNG DRIVEWAY STA. 504+71.6 (LT.) BEGIN CEMENT CONCRETE CURB AND GUTTER. TRANSITION CURB ELEVATION FROM EXISTING DRIVEWAY GRADE. STA. 504+79.9 (RT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK 41 14.9, 25.1 ;I ' 25.5 } .G 1 ASPH I LC Sot}2A.3 [T1 STA. (LT.) REMOVE BOLLARDS AND RELOCATE FIRE HYDRANT AND VALVE TO STA. 502+21.3 (40' LT.). INSTALL BLIND FLANGE AT TEE AND INSTALL NEW TEE TO NORTH FOR HYDRANT, VALVE AND NEW SPOOL. 2 ri 4 5 n STA. 502+43.4 (32.7' LT.) REMOVE 7" CON. TREE STA. 502+56.3 (32.8' LT.) REMOVE 4" CON. TREE STA. 502+67.7 (32.5' LT.) REMOVE 4" CON. TREE STA. 502+76.3 (31.4' LT.) REMOVE 3" CON. TREE STA. 502+86.8 (33.1' LT.) REMOVE 3" CON. TREE 8 9 11 12 13 14 c STA. REN STA, REA STA REA STA REA STA RE! STS RE) ST) RE CU S. D. - .>y 78.4 (LT.) NIDE CEMENT SIDEWALK STING SIDEWALK 24.6 (LT.) DE CEMENT SIDEWALK 'STING SIDEWALK q.6 (LT.) WIDE CEMENT SIDEWALK !STING SIDEWALK 15' UTILITY EA SEMEN T IN TERSEC TI DN STA. 500+00 BAKER BLVD. = STA. :261+73:81 ANDOVER PK. W. FD! M!. 1. e. #201 GAS SIDEWALK EASEMENT 8" CI IN 501+00 1,('1-I. PD. -12"S.D. 502, - 80.6 (LT.) TO - 05.9 (LT.) 'ODIFIED COMMERCIAL PER DETAIL SHEET 4. -43.7 (LT.) IDE CEMENT SIDEWALK 10' UTILITY EASEMEN T TRAFFIC IMPROVEMENT, EASEMEN T STA. 504+64.2 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDWALK MATCH EXISITNG DRIVEWAY STA. 504+71.6 (LT.) BEGIN CEMENT CONCRETE CURB AND GUTTER. TRANSITION CURB ELEVATION FROM EXISTING DRIVEWAY GRADE. STA. 504+79.9 (RT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK 1 2 3 4 5 6 Sot f21.3 STA. (LT.) REMOVE BOLLARDS AND RELOCATE FIRE HYDRANT AND VALVE TO STA. 502+21.3 (40' LT.). INSTALL BLIND FLANGE AT TEE AND INSTALL NEW TEE TO NORTH FOR HYDRANT, VALVE AND NEW SPOOL. STA. 502+43.4 (32.7' LT.) REMOVE 7" CON. TREE STA. 502+56.3 (32.8' LT.) REMOVE 4" CON. TREE STA. 502+67.7 (32.5' LT.) REMOVE 4" CON. TREE STA. 502+76.3 (31.4' LT.) REMOVE 3" CON. TREE STA. 502+86.8 (33.1' LT.) REMOVE 3" CON. TREE 8 [1a 11 12 13 14 STA. REN STA Ra STA REA STA REA STA RD ST/ RE) STi RE CU cr-- • • --------------------------------------------------- 1 5�s SITE PLAN .Sc' -o•• /SERVICE SIGYN tOow+Lvk sui ss yo' 1 t SALES/SERVICE ENTRANCE/rIT ColL \\ _ ,`� �l BAKER BLVD.AC) S CAC- " \\_ 14-1_Cl� Sh 92-�J. r -Q1 Cy65 FE \ ST1-a0T •l PROJECT NORTH 1 • ADJACENT • FRANCHISE 6 • L • ADMINISTRATION SALES /SERVICE NCE/EXIT tZ..e._V'L 544_ S �� w -� - 0 Z°1 4 D ev iL SITE PLAN 1 ° = 40'-0° ADJACENT FRANCHISE PARKING k,V PL1— ( t )4-0-%-) �ow„1a�,v $2s -1t83 yc SALES/SERVICE ENTRANCE/EXIT BAKER BLVD. PROJECT NO. DRAWN BY DATE SCALE 201541.19 TCC DEC. 'O(0 1 1'-40'-0' ACURA OF SEATTLE SEATTLE, WA' DRAWING TITL SITE PLAN PROJECT NORTH 1 DRAWING NO. F-1