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HomeMy WebLinkAboutTaco Bell (menu) S-2021-00235CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 1. SIGN PERMIT NUMBER: S-2021-00235 SIGN COPY: Menu Board (Taco Bell)SIGN ADDRESS: 9853 N MICHIGAN RD, CARMEL, 46032 SIGN TYPE: Drive-Thru SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3) SIGN AREA DIMENSIONS: 59.31" x 60.5"TOTAL SIGN AREA SQ. FT.: 24.92 WALL MOUNTED SIGNS: SPANDREL PANEL DIMENSIONS: n/a SIGN DIMENSION AS A % OF SPANDREL PANEL: n/a HEIGHT OF SIGN FROM GROUND: 6'NUMBER OF SIDES: 1.00 (wall sign: measure to bottom of sign; groundsign: measure to top of sign) BUILDING / TENANT SPACE FRONTAGE: 47'SIGN DISTANCE FROM NEAREST R.O.W.: 90' (R.O.W. stands for Right of Way. The inside edge of sidewalk is often the end of the R.O.W. (City’s property) and a good spot to measure from.) LAND ACREAGE: n/a (Applies only to Temporary signs)SIGN FACE COLOR(S): multi ILLUMINATION METHOD: Internal BUILDING TYPE: Commercial IDENTIFY ANY EXISTING SIGNS ON SITE: n/a WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? No permit for menu board SHOPPING CENTER OR COMPLEX NAME: West Carmel Marketplace SIGN STATUS: Existing TOTAL SIGN AREA PERMISSABLE SQ. FT.: 30.00 OTHER ILLUMINATION METHOD: n/a OTHER BUILDING TYPE: n/a 2. ZONING PARCEL ID: 17-13-07-00-25-002.000 ZONING DISTRICT: B-3 WIDE VARIETY OF COMMERCIAL AND OFFICE USES IN TRANSITIONAL LOCATIONS OVERLAY ZONE: US 421 Corridor Overlay PRIOR APPROVALS: P.C. Docket # 07040019 DP/ADLS B.Z.A. Docket # 07050021 V Building Permit# n/a 3. APPLICANT PERMIT NUMBER: S-2021-00235 NAME OF BUSINESS*: Taco Bell CITY: Independence CONTACT EMAIL: peulberg@flynnrg.com PHONE: ADDRESS: 6200 Oak Tree Blvd CONTACT PERSON: Taco Bell (*Entity identified on the sign) STATE: OH ZIP: 441131 PROPERTY OWNER: Taco Bell PHONE: CONTACT PERSON: Taco Bell CONTACT EMAIL: peulberg@flynnrg.com ADDRESS: 6200 Oak Tree Blvd ZIP: 441131STATE:OH CITY: Independence THE UNDERSIGNED CERTIFIES THAT THE FOREGOING SIGNATURES , STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT , AND THIS SIGN WILL BE ERECTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE OF INDIANA, AND THE ZONING ORDINANCE OF CARMEL /CLAY TOWNSHIP, INDIANA AND ALL ACTS AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX (6) MONTHS OF THE DATE OF ISSUANCE OR THIS PERMIT IS NULL AND VOID. FURTHER, THE UNDERSIGNED CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE PROPERTY OWNER'S SIGNATURE*BUSINESS OWNER'S SIGNATURE* PROPERTY OWNER'S NAME (please print) BUSINESS OWNER'S NAME (please print) *If it is not possible for signatures on this page, a letter on company letterhead or an email with a company signature block approving thesignage will be accepted. CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 4. SIGN COMPANY/OWNER'S REP COMPANY NAME: CONTACT PERSON: Signdoc Identity ADDRESS: 3150 Rand Rd ZIP: 46241STATE: INCITY: Indianapolis EMAIL ADDRESS: sgayde@signdoc.com PHONE: 317-247-9670 ESTIMATED INSTALL DATE: Y I CERTIFY THAT A PICTURE OF THIS SIGN WILL BE SUBMITTED TO THE DEPARTMENT OFCOMMUNITYSERVICES WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN. -OR- I WOULD PREFER AN INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE. N PERMIT NUMBER: S-2021-00235 5. DEPARTMENT CONDITIONS (COMPLETED BY DOCS STAFF) THE FOLLOWING ITEMS LISTED BELOW ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT (PLEASE INITIAL EACH ITEM INDIVIDUALLY ): 1) x ________ 2) x ________ CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 6.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2021-00235 ADMINISTRATIVE ADLS AMENDMENT SIGN PERMIT APPLICATION $ SIGN ERECTION $43.50 INSPECTION FEE (Required if photography not provided) TOTAL FEE $43.50 PERMIT ISSUED BY:__________________________________FEE RECEIVED BY:___________________________________ RELEASED STAMP:PAID STAMP: 7.DISCLAIMERS (COMPLETED BY DOCS STAFF) APPLICANT, PLEASE NOTE THE FOLLOWING: PERMANENT SIGNS: •IF THE SIGN IN THIS APPLICATION IS A PERMANENT SIGN, THIS SIGN PERMIT IS APPROVED FOR THIS SIGN ATTHIS LOCATION ONLY. •IF THE APPLICANT RELOCATES AT A FUTURE DATE/TIME TO A NEW BUILDING, A NEW SIGN PERMIT IS REQUIRED FOR THE NEW LOCATION. ALL FEES APPLY. TEMPORARY SIGNS: •IF THE SIGN IN THIS APPLICATION IS A TEMPORARY SIGN , THIS SIGN PERMIT EXPIRES ON: . THIS SIGN PERMIT MAY BE RENEWED ANNUALLY FOR AN ADDITIONAL YEAR WITH A PERMIT BY RE-APPLYING. ALL FEES APPLY. •IF THE SIGN IN THIS APPLICATION IS FOR AN INTERIM BANNER PENDING A PERMANENT SIGN, IT IS APPROVED FROM: THROUGH: FOR A THREE MONTH TIME PERIOD. A SIGN PERMIT IS REQUIRED. IT MAY BE RENEWED FOR AN ADDITIONAL THREE MONTHS WITH A PERMIT BY RE-APPLYING. ALL FEES APPLY. 8.CITY CONTACT PLEASE DIRECT ANY SIGN QUESTIONS TO THE DEPARTMENT OF COMMUNITY SERVICES (DOCS): CITY OF CARMEL DOCS 1 CIVIC SQUARE CARMEL, IN 46032 Or call at 317-571-2417 AV� ! L1 a W T 1 T Sr !J a • reI 41 Name of Property Owner Address I, Patrick J. Eulberg (name of property owner/landlord) being the landlord/owner of property: Taco Bell 9853 N Michigan Rd Carmel IN 46228 Herby certify that I am allowing SignDoc Identity at 3150 Rand Rd Indianapolis, IN to obtain permits and install signage at the above listed address (property). Patrick J. Eulberg (landlord/owner)further agrees that all work will be done in compliance with all applicable laws, codes, ordinances and any stipulations or restrictions listed on the permits. Signature:,; Name and Title: Patrick J. Eulberg, Vice President - Real Estate Address, City/St: 6200 Oak Tree Blvd., Suite 250, Independence, Ohio 44131 Date: August 9, 2021 (2) LIFTING EYE b 51.0 VC --I ua H¢ i I DETAIL=A' III ---STRUCTURAL BASE SLOPE TOP TO j / SHED WATER FINISH GRADE -- - - -- -- - 111141111, ���i I�II���-ni-r�=�� I�IIrr� II I�I I T�I II ILI I=ITI lI FTr (4) S/4• CIA X 30- LONG ANCHOR BOLTS, - Jill (3)1° DIA W/6- THREAD Q TOP AND 3-THREAD ®BOTTOM, ELECTRICAL PER CODE (4) NUTS 6 (2) WASHERS PER BOLT -�L (6) YIS VERTICAL REBAR EQUALLY SPACED AROUND a 1'4' DIA CIRCLE (3) 03 TIES IN THETOP AFTER 4 10' OD THEREAFTER f 1d ° 1 DIA 2�,-0' DIA FRONT ELEVATION SCALE 1:20 EVERBR1S TO FURMSH 1.8'-0 MENU BOARD WITH POLE 2.(4) ANCHOR BOLTS AND NUTS 3. ALL MOUNTING HARDWARE INSTALLER TO FLRMSH 1. ALL ELECTRICAL COMPONENTS REWIRED 2. FOUNDATION GENERAL CONTRACTOR M . t'±n').- 1. PRIMARY WIRES FROM BUILDING TO SIGN ELECTRICAL SPECIFICATION: POWER SUPPLIES: HARDWIREDAC POWER 120Y240V 501601R 116OW I@ MA LOADI UL RATED Q IDAmp BACKLIGHT: LED LIGHT SOURCE 380 CDfM2 TO 3,SD0 CDA42 WEIGTH: 915 LBS DOUBLE NUTS (GALV) TIGHTEN THIS NUT SNUGTIGHT 1 TIGHTEN THIS NUT 1/6 TURN BEYOND SNUG-71GHT - �II (MIN 60'. MAX W) F�F FLAT WASHERS W \ LEVELING NUT a r�J� THEDISTANCE FROM THET�OF a THE FOUNDATION TO THE BOTTOM OF THE BASE PLATE TO RE 1%2' ANCHOR BOLT DETAIL -'A' SCALE NONE ELECTRICAL - PASSAGE ANCHOR BOLT PATTERN SCALE 1:16 INSTALLATION DRAWN By SbSd TECHNO-USK b ep000 a DRAWING O O DATE 07/01/20 o Oo' USIVE BOX SO. 2DO20 ST. THESROPEDRAWINGS ARETE. U-C. SEOF, P.O.PA ENFIELD. PROPERTY OF EVERBRITE. LLC. USE OF, CHECKED BY `. JB GRE��?pu4`•4® 414529-0500 WI57220 OUi EXPRESS, WRITTDUPLICATION IN ENP RMI551 O A 07101 MANNER WITHL CJB RELEASED FOR INSTALLATION DATE ,�.RES .. F_ -- - - - -...------- ---. 07101/20 1 OVERTURNING DIRECTION 1 GENERAL NOTES INSTALLER TO PROW DE COMPLETION PHOTOS OF FOUNDATION WITH ANCHOR BOLTS. REBAR 6 CONDUIT (BEFORE S AFTER POUR). BASE PLATE(S) WANCHOR BOLT CONNECTIONS,MATCH PLATE/SIGN CONNECTIONS, ANY WELDED CONNECTIONS, ELECTRICAL WIRING AND OVERALL ELEVATION THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED. LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES, TNIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. CONCRETE SPECIFICATION 0.58 CU. MS. TOTAL. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI ® 28 DAYS. REINFORCING STEEL SWILL HAVE A MIN. YIELD STRENGTH OF 60.000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION. LIFTING HOLE NOTE ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LIFIING HOLES ARE TD BE SEALED BY A CAP RATE, WELDED OVER TO COVER AND THEN PAINTED. WELDING NOTE ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS NEEDED. DESIGN NOTE SIGN, POLE, AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND WIND LOAD OF 35 PER CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF 150 PSF 1 FT. OF DEPTH. IF THESE SOIL CONDITIONS 00 NOT EXIST AT THE FOUNDATION LOCATION, IT IS THE ERECTOR'S RESPONSIBILITY TO NOTIFY EVERBRITE, LLC PRIORTO PERFORMING ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. INSTALLATION INSTRUCTIONS 1. STAVE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. 2. EXCAVATE FOUNDATION AREA 3. SET ANCHOR BOLTS, REBAR AND CONDUIT STUB. (PRIMARY ELECTRICAL SERVICE TO BASE BY G.C.) 4. POUR CONCRETE. ALLOW CONCRETE CURE TIME AS REQUIRED. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION 5. ANCHOR POLE(S) AS SHOWN IN AB DETAIL CHECK FOR PLUMB. 6. MOUNT SIGNAGE TO POLEM).(INSTALLER TO PROVIDE WINE BETWEEN SIGN AND BASE OF POLE) 7. MAKE FINAL ELECTRICAL HOOK-UP.(ALL ELECTRICAL TO MEET LOCAL CODES.) B. TEST 51GNAGE FOR PROPER FUNCTION AND LIGHTING. 9. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. 10. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL DO NOT DISCARD ANY MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. TITLE TACO 6'-0 7/16" X 6-0 1/2" V12 DOUBLE STANDARD DRAWING MENU BOARD SWL @ 6'-0 7/16" OAH PROJECT NO. I DRAWING NO. REV LE ASSHOWN JRE` 432430 IN432430C A STRATACACHE OUTDOOR F DIGITAL == DISPLAY ■ - - a High quality and manufactureNo the USA. STRATACACHE outdoor digital displays are designed to handle any vveather condition and deliver maximum visibility even in direct sunlight. Integrated hardware and software provides streamlined content _ management with remote monitoring and control 240, making it easy to reboot a media player or OWN troubleshoot. Our advanced display technology has a sensor -rich design that delivers personalization and predictive maintenance, ensuring the delivery of the best customer experience. A partnership with STRATACACHE for your outdoor digital signage needs means confident deployment and network management. at scale, regardless of your project's complexity or size. Discuss your outdoor digital� display goals •with us today, and we can create a' custom solution for your business. MONOM " wo www.stratacache.com/outdoor-digital-displays N69D03'23"E 274.51'35' INGRESS/EGRESS EASEMENT \A1;5' BUFFERYARD S69D03'23"W 276.55'\A1;5' BUFFERYARD \A1;60' FRONT YARD SETBACK\A1;30' GREENBELT\A1;6' LANDSCAPE STRIP\A1;8' UTILITY EASEMENT\A1;10' BUFFERYARDS20D56'37"E 173.20' N21D11'28"W 117.30'N18D19'42"W 55.96'40' UTILITY, DRAINAGE& INGRESS/EGRESS EASEMENTU.S. 421 (MICHIGAN ROAD)DTPTTC6" VERTICALPVC PIPED DD S DTELEPHONETELEPHONE(4) POWER(4) POWER(1) TELEPHONE(1) CABLE(1) TELEPHONE(1) CABLE(5) POWER(5) POWER(4) POWERDSTR No. 1332 SAN MHN RIM ELEV 882.7910"Ø PVC PIPE N INV 870.5410"Ø PVC PIPE S INV 870.588"Ø PVC PIPE W INV 870.60UT UT UTUTSANSANSANSANSANSANSANSANSAN SAN SAN \A1;65.62' R/W\A1;61.49' R/W\A1;65.62' R/WRIGHT-OF-WAY X AXXX X AXXX 1 1 1 1 2 3 4 5 7 A0.1 SITE PLAN A0.0 9853 N MICHIGAN RD. CARMEL, IN 46032 TB21-10 GGD XX.XX.2021PERMIT / BID: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI ENDEAVOR - REMODEL 54 SEATS +/- / 3,011 +/- S.F. PRELIMI N A R Y - NOT FO R CONSTR U C TI O N TACO BELL, CARMEL, IN A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com Rebecca L. Olson, AIA #AR11500059 SITE PLAN1"=20'-0"1 KEY NOTES 1 PROPERTY LINE. REMOVE EXISTING DRIVE-THRU MENU BOARD AND REPLACE WITH NEW. EXISTING BRICK BASE TO REMAIN. SEE DETAILS FOR ADDITIONAL INFORMATION. REMOVE EXISTING CANOPY AND SPEAKER BOX AND REPLACE WITH NEW. SEE DETAILS FOR ADDITIONAL INFORMATION. REMOVE EXISTING HEIGHT BAR AND REPLACE WITH NEW. SEE DETAILS FOR ADDITIONAL INFORMATION. EXISTING TRASH ENCLOSURE TO REMAIN. PROTECT FROM DAMAGE. REPLACE EXISTING WOOD GATE FINISH WITH NEW MAINTENANCE FREE DECKING FINISH. SEE DETAILS FOR ADDITIONAL INFORMATION. EXISTING SITE, LANDSCAPING, LIGHTING, ETC. TO REMAIN, UNLESS NOTED OTHERWISE. NOT USED 2 3 4 5 N Receipt#:4185 Carmel City Hall:317-571-2400 Date:9/2/2021 One Civic Square www.carmel.in.gov Payment Receipt Paid By:Signdoc Identity Invoice #Case Type Case Number Sub Type -SIGN S-2021-00235 COM Tender Type /Description Amount CREDIT-Credit Card 43.50 - - Sub Total:43.50 Fees: Fee Codes /Description Amount SIGNINIMP-Sign Installation Improvement 43.50 - - - - - - - Sub Total:43.50 Total Amount Due:43.50 Total Payment:43.50 Received By:nchavez Code:DEFAULT_Recpt4185_2_9_2021_nchavez Page:1 of 1 R j C� �friL 9'-5 13/16" 7' GENERAL NOTES 8'-I 1/2 INSTALLER DE COMPLETION PHOTOS OF FOUNDATION. BASE PLATES, ANCHOR BOLTS, -- 31/7 — AT . WELDING MATCH PLATE. WftpNG CONNECTIONS AND OVERALL ftEVATION. e INSTALLER TO BE SURE PORTAL IS PROPERLY INSTALLED, I I —IdJ 11/d'qA. THIS DRAWING IS FORINSTALIATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. OVERTURNING DIRECTION I` ^ BOLT HOLES UNDSCA%NG MATERIALS SHOULD BE KEPT TO MINIMUM OFTWO INCHES AWAY FROM SIGN POLE O PL 11/4"X 10'X 17 OR BASE PLATES. CONCRETE SPECIEICA710N THE REQUIRED 0.38 CU. YDS. OF FOUNDATION CONCRETE SHALL HAVE A MIN. COMPRESSIVE ANCHOR BOLT PATTERN FOUNDATION DESIGNED USING A MIIVIMUM STRENGTH OF 3,000 PSI ® 28 DAYS. REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF SCALE 1:12 LATERAL SOIL BEARING PRESSURE OF 200 PSF 60,OOD PSI• RECOMMENDED MIN. CURETBAE OF 7 DAYS BEFORE PROCEEDING WITHINSTALLATION. PER FOOT OF DEPTH. IF SOIL CONDITIONS ON LIFTING HOLE NOTE SITE DO NOT MEET THIS REQUIREMENTS ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LUTING HOLES ARE TO BE SEALED BYACAP PLATE, WELDED OVER TOCOVER AND THEN PAINED. NOTIFY THE ENGINEER BEFORE PROCEEDING WELDING NOTE PROFESSIONAL ENGINEER STAMP IS llF.}[ a FD ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUAUREO IN THE FOUNDATION DESIGN ONLY. ANCHOR APPLICABLE POSITIONS NEEDED,TO BOLTS AND ABOVE -GROUND STRUCTURAL DESIGN NOTE MEMBERS ARE DESIGNED BY OTHERS. pPoFRTT75 MPl1, AND CONCRETE FOUNDATION ARE DESIGNEDTO WITHSTAND A DESIGN WINDSPEED THE FOUNDATION IS DESIGNED TO CONCRETE BASE DESIGNED USING A LATERAL S00. BEARING CAPACITY OF IPSF/FT.OF DEPTH. IF WITHSTAND A WINDSPEED OF 120 MPH. E ERECMR'S RREESSP01 S0111 "Y TO NOTIFONS YEOVER RNOT ITE LLCST TPR10R TO PERFORIAGTHE FOUNDATION AADp110NTION, IT ISAL EXCAVATION OR ANY CONCRETE PLACEMENT. ,'— INSTAL, IN HSS 4 X 4 X 1 /4 FOUNDATION DATION AREA STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G, C. STAKE 2 2. EXCAVATE FOUNDATON AREA 4. SET CONDUIT STUB. ANCHOR BOLTS AND RBAR. S. POUR CONCRETE. ALLOW CONCRETE CURE TIME AS REQUIRED I A MINIMUM OF 7 DAYS IS SUGGESTED BEFORE CONTINUING WON INSTALLATION!. S. SET COLUMN PLUMB AND ANCHOR AS SHOWN IN A.B. DETAIL. 6, MOUNT CLEARANCE BAR TO POLE 7. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. 8. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL. EVERBRITETO FURNISH 1. CLEARANCE BAR W/POLE DETAI-'A• 2. ANCHOR BOLTS AND NUTS 3. ALL MOUNTING HARDWARE CURB (FOR REFERENCE) INSTALLER TO FURNISH - FINISHEDCFADF 1. FOUNDATION "MIN. CLR..- (d) 1 /T pA X 7 LG BOLTS W/HARDWARE DOUBLE NUT$ (GALV,J TIGHTEN THR NUT SNUC-IIGM STUB ATTACHMENT TUBE (3I B3 TIES IN ME TOP S. BEYOND TIGNTEN TITS NUf I/6°, STUB POLE KNUCKLE 1T O/C THEREAFTER M1URN / SNUG -TIGHT (MIN 60A%80`j FLAT WASHERS PIVOT ASSEMBLY �Z I4)I'DIA X36"LONG ANCHOR p / LEVELING NUT ©1 PVC TUBE BOLLS, W/ ]"THREAD TOP AND THREAD BOTTOM' 3" (4) NUM6 (2) WASHERS PER BOLT n THE DISTANCE FROM THE TOP OF THE OM OF DIE flfJ BTO ASE PLATE �' .�• h BASE PIATETO BE I'-2' MI6 VERTICAL REBARS 3' MIN. CLR. (41 EQUALLY SPACED AROUND 1'-T DM CIRCLE ANCHOR BOLT DETAIL "A" ¢ m,I i 10DSu _ SCALE: NONE _ 3' MIN. CLR • y�H��y"I'�`���� �1'-6•pA� DETAISCALE FRONT VIEW �LA 'lot L SCALE 1:24 04/26/2021 b5ddd '00 494950. 110R1 ST. FQ p4 P.O. BOX200D F °00o00. GREENFIELD, WI 53220 1RA ® 414529-3500 INSTALLATION DRAWING "`"""" DWP ' ` STANDARD DRAWING — SCALE AS SHOWN RE' TACO BELL SIGN,TB PORTAL W/O SHRD 2/PC DATE o�- MESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OFEVERBRITE.LLC.USEOF,OR DUPLICATION IN ANY MANNER WITHOUT EXPRESSWRRTENPERMOSIONOFEVERBRITE. LLC IS STRICTLY PROHIBITED, PROJECT NO. DRAWING NO, 428722 IN428722B REV A CHECKED BY RHB A DZa[V' RHB BELEABED FOR INSTALLARON DATE MIa� II[A' R-11CHX DES RPIION vj i=-M iCmm 9'-8 9/16' a• 9'-4 9/16' Yellow COLOR SPECIFICATIONS RAL9011 Graphite Black Customar/site Nc ( y� O �i , (�Prepared By: Nichols Waller --- TACO Address: 15; Date: 05/21/2027 PIF: � BELL Description: TACO BELL Customer Signature: T 1 LATERAL SOIL BEARING PRESSURE OF 200 PSF PER FOOT OF DEPTH. IF SOIL CONDITIONS ON SITE DO NOT MEET THIS REQUIREMENTS NOTIFY THE ENGINEER BEFORE PROCEEDING PROFESSIONAL ENGINEER STAMP IS LIMITED TO FOUNDATION UEuICC 3MLY. ANCHOR BOLTS AND ABOVE-GF''.DUYAD STRUCTURAL MEMBERS ARE FA_S;IGNIEO BY OTHERS. THE FOUNDATION IS DESIGNED TO WITHSTAND A WINDSPEED OF 120 MPH. 3 TIES IN THE TOPS,-� 2' O/C THEREAFTER 6' LONG ANCHOR J a)Z KO BOLTS. W/TTHREAD@Top AND 3'THREAD • BOTTOM. HI NUR & 12) WASHERS PER BOLT •. 4A •• . • M ' 141 M6 VERTICAL REBARS EQUALLY r ' SPACEDDIAROUND 1'-0" DIA CIRCLE p i II-6" DIA. — J� 1`T :. SIDE VIEW FRONT VIEW SCALE 1:24 SCALE 1:24 °°A eEllerk�ritla 4949 SO. 1101Fi ST. �p00 OOq GREENF ELLDD,, W! 53220 pP y° F q M14® 414529-3500 INSTALLATION THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF EVE RBRITE. U.C. USE OF. OR DUPLICATION IN ANY MANNER WITHOUT IIIIt,c�...�rrr>I , DOUBLE NUTS (GALV.) TIGHTEN THIS NUT SNUG -TIGHT TIGHTEN THIS NUT 1/6 TURN BEYOND SNUG -TIGHT (MIN ", MAX 801 FLAT WASHERS O LEVELING NUT R THE DRTANCE FROM THE Yl' TOP OF THE FOUNDATION TO TIE BOTTOM OF ME PLATE TO BE I"-2' /ANCHOR BOLT DETAIL "A" ,_. _E.. _NE GENERAL NOTE INSTALLER TO PROVIDE COMPLETION PHOTOS OF FOUNDATION. GROUT INSTALLATION, BASE PLATES. ANCHOR BOLTS, MATCH PLATE, WELDING CONNECTIONS AND OVERALL ELEVATION. THIS SIGN 15INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 60D OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL GODES. THIS INCLUDES PROPER GROUNDING AND BONDING OFTHE SIGN. INSTALLER TO BESURE CANOPY ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED LANDSCAPING MATERIALS SHOULD BE KEPT TO A MINIMUM OF TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES, THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. CONCRETFSPECIFICATION THE REQUIRED 0.45 CU. YDS, OF FOUNDATION CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI 4 28 DAYS. REINFORCING STEEL SMALL HAVE A MIN, YIELD SFRI34GTH OF 60.000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION ANY LIFTING HOLES CREATED ARE ME RESPONSIBILITY OF THEINSTALLER. LIFTING HOLES ARE TO BE SEALED BY A CAP PLATE WELDED OVER TO COVER AND THEN PAINTED. WELDING NOTE ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS NEEDED. DESIGN NOTE SIGN. POLE. AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND .-JIGN WiNDSPE..... OF I ISMPHANDAGFU, ,W LOAD OF 20 PSF, CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF PSF / FL OF DEPTH. IF THESE SOIL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION. IT IS THE ERECTORS RESPONSIBILITY TO NOTIFY EVERBRITE LLC PRIOR TO PERFORMING ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. INSTALLATION INSTRUCTIONS I. STAKEFOUNDABON AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G.C. 2. EXCAVATE FOUNDATION AREA. 4. SET CONDUIT STUB. ANCHOR BOLTS AND REBAR. S. POUR CONCRETE. ALLOW CONCRETE CURE TIME AS REQUIRED I A MINIMUM OF 7 DAYS IS SUGGESTED BEFORE CONTINUING WITH INSTALLATION), 5. SET COLUMN PLUMB AND ANCHOR AS SHOWN IN A.B. DETAIL 6. MOUNT CANOPY TO POLE 7, MAKE FINAL ELECTRICAL HOOK UP(ALL ELECTRICAL TO MEET LOCAL CODES.) B. TESTSIGN FOR PROPER FUNCTION. 9. REMOVE ANY LIFTING BRACKETS AND RENSTALL BOLTS. ID. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL L-YERBRITE TO FURNISH 1. 6'.U'X S-U'CANOPY 2. ANCHOR BOLTS AND NUTS 3. ALL MOUNTING HARDWARE • • AA INSTALLER TO FURNISH win OF r 1. ALL ELECIRICALCOMPONENIS REQUIRED 2. FOUNDATIONELECTRICAL SPECS, A pit" III15 WATT LED FIXTURE 1500 LUMENS 4000K IHIRTLFHILL/lYI 0.125- 0.034 -AMPS 0 120/277 VAC - 5DI60 HI 04/26/2021 CANOPY EST, WEDW, 372 POUNDS P 31/T OVERTURNING ` 1411 1le DIA. DIRECTION I` m BOLT MOLES O PLI 1/4'X HT IP ANCHOR BOLT PATTERN SCALE 1:12 °WP STANDARD )ATE 07-13-zo :HECKEDBY RHB - DRAWING )ATE 08-10.20 SCALE AS SHOWN R' TACO BELL CNPY,TB DT CNPY W/O SHD 2/PC NO. DRAWING NO. 'REY 428722 IN428722A A From:Chris Koob To:Chavez, Nathan; jwilliams@signdoc.com Cc:sgayde@signdoc.com; Mike Niemiec Subject:RE: Taco Bell / 9853 N Michigan Rd / S-2021-00228 Date:Tuesday, August 31, 2021 9:33:49 AM Attachments:image002.png image003.png image004.png Hi Nathan, We will not be putting the second sign on the side elevation. Only the sign on the front elevation will be installed. Drive thru will be filled with brick Base of the menu board will be masonry We are moving the menu board, speaker post and order point canopy closer to the building. (forward in the drive thru) each will have a new foundation. They will all be located within 8 car lengths of the drive thru window. Thank you, Christopher Koob Account Manager, Customer Service 4949 South 110th Street Greenfield, WI 53228-0020 414-529-3500 (Main) 414-529-7169 (Direct) From: Chavez, Nathan <nchavez@carmel.in.gov> Sent: Tuesday, August 31, 2021 8:19 AM To: jwilliams@signdoc.com Cc: sgayde@signdoc.com; Chris Koob <ckoob@everbrite.com> Subject: RE: Taco Bell / 9853 N Michigan Rd / S-2021-00228 All, Below are my remaining comments. Please email me responses when they are available. On page 2 of Taco Bell Carmel Building, only one sign is allowed. Another Wall sign is not permitted. Page 4 of Taco Bell Carmel Building shows the drive thru window will be covered with film. On page 5 is looks to be filled with brick. Please let me know what will transpire. Because the menu board is being replaced I am going to make a Sign Permit for it. Fees will only be assessed for the reface ($43.50). Please confirm for me that the base of the menu board will be masonry. There is not an image or rendering showing this. Page 9 of Taco Bell Carmel Drive Thr shows a speaker box further along the drive thru. Is that supposed to be there or should it be closer to the menu board? Thank you, Nathan Chavez | Sign Administrator Dept. of Community Services | Planning & Zoning City of Carmel | One Civic Square, Carmel, IN 46032 nchavez@carmel.in.gov | 317-571-2478 (o) | 317-750-7334 (c) From: jwilliams@signdoc.com <jwilliams@signdoc.com> Sent: Tuesday, August 24, 2021 2:46 PM To: Chavez, Nathan <nchavez@carmel.in.gov> Cc: sgayde@signdoc.com Subject: Taco Bell / 9853 N Michigan Rd / S-2021-00228 Nathan I have attached all of the drawings and documents that I have for this location. I know before this location was submitted for permits that you had spoken with our customer about this location and he had sent you all the drawings looking to see if there would be any issues. Please let Sandy or I know if anything else is needed to get this location approved.