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HomeMy WebLinkAboutTarget Drive Up Beacons S-2022-00095CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 1. SIGN PERMIT NUMBER: S-2022-00095 SIGN COPY: "Drive Up" (beacon)SIGN ADDRESS: 10401 N MICHIGAN RD, CAR, IN, 46032 SIGN TYPE: Ground SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3) SIGN AREA DIMENSIONS: 48"x8 TOTAL SIGN AREA SQ. FT.: 2.66 WALL MOUNTED SIGNS: SPANDREL PANEL DIMENSIONS: n/a SIGN DIMENSION AS A % OF SPANDREL PANEL: n/a HEIGHT OF SIGN FROM GROUND: 12'NUMBER OF SIDES: 4.00 (wall sign: measure to bottom of sign; groundsign: measure to top of sign) BUILDING / TENANT SPACE FRONTAGE: n/a SIGN DISTANCE FROM NEAREST R.O.W.: n/a (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): Red/White ILLUMINATION METHOD: Internal BUILDING TYPE: Commercial IDENTIFY ANY EXISTING SIGNS ON SITE: Drive-Up bay signage WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? n/a SHOPPING CENTER OR COMPLEX NAME: West Carmel Center SIGN STATUS: New TOTAL SIGN AREA PERMISSABLE SQ. FT.: 3.00 OTHER ILLUMINATION METHOD: Solar OTHER BUILDING TYPE: n/a 2. ZONING PARCEL ID: 17-13-07-00-11-001.000 ZONING DISTRICT: B-3 WIDE VARIETY OF COMMERCIAL AND OFFICE USES IN TRANSITIONAL LOCATIONS PRIOR APPROVALS: P.C. Docket # n/a B.Z.A. Docket # 43-47-00V; 05070006V Building Permit# n/a 3. APPLICANT PERMIT NUMBER: S-2022-00095 NAME OF BUSINESS*: Target Drive Up Beacon CITY: Minneapolis CONTACT EMAIL: matthew.flansburg@target.com PHONE: ADDRESS: 50 South 10th St, Suite 400 CONTACT PERSON: Target Corporation (*Entity identified on the sign) STATE: MN ZIP: 55403 PROPERTY OWNER: Target Corporation PHONE: CONTACT PERSON: Kimley Horn & Associates CONTACT EMAIL: christian.jones@kimley-horn.com ADDRESS: 767 Eustis Street, Suite 100 ZIP: 55114STATE: MNCITY: Saint Paul 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. Y N 4. SIGN COMPANY/OWNER'S REP COMPANY NAME: Kimley Horn & Associates CONTACT PERSON: Kimley Horn & Associates ADDRESS: 767 Eustis Street, Suite 100 ZIP: 55114STATE: MNCITY: Saint Paul EMAIL ADDRESS: christian.jones@kimley-horn.com PHONE: 7632511016 PERMIT NUMBER: S-2022-00095 Page 1 of 3 CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 5.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2022-00095 ADMINISTRATIVE ADLS AMENDMENT SIGN PERMIT APPLICATION $ SIGN ERECTION $ INSPECTION FEE (Required if photography not provided) TOTAL FEE $0.00 PERMIT ISSUED ON: 3/31/2022 10:25:31AM FEE RECEIVED ON: 6. 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 ________ 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 FOR A THREE MONTH TIME PERIOD FROM THE DATE THE PERMIT IS APPROVED . A SIGN PERMIT IS REQUIRED. IT MAY BE RENEWED FOR AN ADDITION THREE MONTHS WITH A PERMIT BY RE-APPLYING. ALL FEES APPLY THE APPLICANT 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 APPLICANT CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE 8.CITY CONTACT PLEASE DIRECT ANY SIGN QUESTIONS TO THE DEPARTMENT OF COMMUNITY SERVICES (DOCS): CITY OF CARMEL Or call at 317-571-2417 DOCS 1 CIVIC SQUARE CARMEL, IN 46032 Page 2 of 3 C0.0COVER SHEET©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 03/24/2022SHEET INDEXSCOPE OF WORKPARKING LOT RE-STRIPING, STALL PARKING SIGNAGE ANDWAYFINDING DRIVE UP BEACONS WHERE SHOWN ON THE PLAN.OWNERTARGET CORP.CONTACT: MATTHEW FLANSBURG50 SOUTH 10TH ST, SUITE 400MINNEAPOLIS, MN, 55403MATTHEW.FLANSBURG@TARGET.COMNORTHRDRIVE UP EXPANSIONT-1366 CARMEL WEST10401 N. MICHIGAN ROADCARMEL, IN 46032CIVIL ENGINEERKIMLEY-HORNCONTACT: JUSTIN BECKER P.E.401 B ST, SUITE 600SAN DIEGO, CA, 92101619-744-0619JUSTIN.BECKER@KIMLEY-HORN.COMZONINGB-3COVER SHEET..........................................................C0.0OVERALL SITE PLAN................................................C0.1IMPROVEMENT PLAN...............................................C1.0DETAILS.....................................................................C2.0 - C2.1SITENTSVICINITY MAPOFF-STREET PARKING LOT CODE REQUIREMENTS·DRIVE AISLE = 24' MIN. WIDTH·STANDARD PARKING STALL = 9' X 20' MIN.·COMPACT PARKING STALL = N/A.Know what's below. Call before you dig.N. MICHIGAN ROADRETAI L PARKWAY N. MICHIGAN ROADRETAIL PARKWAY N O R T H C0.1OVERALL SITEPLAN©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 03/24/2022OVERALL SITE PLAN1" = 40'PROPOSEDDRIVE UPSTALLSEXISTINGDRIVE UPSTALLSKnow what's below. Call before you dig.TEAM MEMBER DRIVE UP DOOR(UNDER SEPARATE PERMIT) RETAIL PARKWAY 6.0' TYP.25.0'MATCH EXISTINGFROMTOTYP.9.0' TYP.20.0'TYP.20.0'TYP.25.0'MATCH EXISTING20.0'TYP.6.0'4.0' MIN 4.0'N O R T H KEY MAP1" = 150'C1.0CONSTRUCTION NOTESKEY MAPIMPROVEMENTPLAN1" = 150'CONSTRUCTION NOTESREMOVE EXISTING STRIPING AND DRIVE UP SIGNAGE.RELOCATE EXISTING DRIVE UP BEACON.INSTALL CROSSWALK PER DETAILS SHEET.INSTALL STOP BAR AND MARKING PER DETAILS SHEET.INSTALL STOP SIGN PER DETAILS SHEET.INSTALL CURB RAMP PER DETAILS SHEET.INSTALL DRIVE UP STRIPING AND SIGNAGE PER DETAILSSHEET.INSTALL DRIVE UP BEACON PER DETAILS SHEET.INSTALL STANCHION SIGN AND BASE PER DETAILS SHEET.PROTECT IN PLACE EXISTING CART CORRALS.PROTECT IN PLACE EXISTING LANDSCAPE ISLANDS.PROTECT IN PLACE EXISTING LIGHT POLE.PROTECT IN PLACE EXISTING STOP SIGN.©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 03/24/2022PROPOSED DRIVE UP STALLS1" = 10'Know what's below. Call before you dig.TEAM MEMBER DRIVE UP DOOR(UNDER SEPARATE PERMIT)EXISTINGANDPROPOSEDDRIVE UPSTALLS STANCHION SIGN POST AND BASE - DOUBLE SIDEDRIVE UP STRIPINGC2.0 DETAILS©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 03/24/2022Know what's below. Call before you dig.SOLAR DRIVE UP BEACON 04/26/2021 To Whom It May Concern: Please let this letter serve as authorization, from Target, for Kimley-Horn and Associates to proceed with securing necessary Drive Up Expansion entitlements and permits with the Authority Having Jurisdiction. Sincerely, Matthew Flansburg Target Corporation 50 S. 10th St. Ste #400, TP3 1174 Minneapolis, MN 55403 (612) 761-6788 RETAIL PARKWAY NOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NOPARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe upNOPARKINGdriYe updriYe up NO PARKINGdriYe updriYe up E2.0LIGHTING PLANPROPOSED DRIVE UP STALLS1" = 10'NOTES:1.THIS DETAIL IS FOR REFERENCE ONLY. CONTRACTOR SHALL INSPECT EXISTINGSITE POLES AND FOOTERS AND PROVIDE SIMILAR TYPES/SIZES TO MATCH.2.POLE FOUNDATION SHALL BE PROVIDED IN DEFERRED SUBMITTAL. CONTRACTORSHALL PROVIDE SHOP DRAWINGS TO BE INCLUDED IN FINAL AS-BUILTS. SHOPDRAWINGS SHALL BE STAMPED/SIGNED/SEALED BY STATE REGISTERED ENGINEER.3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK AND VERIFY ALLANCHOR BOLT DIMENSIONS (SIZE, BOLT CIRCLE, ETC.) WITH THE CONTRACTORWHO WILL BE INSTALLING THE LIGHTING STANDARD PRIOR TO INSTALLATION OFTHE FOUNDATIONS.4.POLES, FIXTURES, ARMS AND FIXTURE COMPONENTS TO BE FACTORY PAINTED TOMATCH THOSE FOUND ON SITE.LED LUMINAIRE WITH MAST ARM. REFER TOLIGHTING PLANS FOR TYPE, QUANTITY,ARRANGEMENT AND ADDITIONAL INFORMATION.CONNECT ALL EQUIPMENTGROUND CONDUCTORSTO GROUNDING LUG ATHAND HOLE.FINISHED GRADEMETAL BASED POLE LABEL TO BEMECHANICALLY FASTENED TO EACH POLESTATING THE MANUFACTURER'S POLE ANDFIXTURE CATALOG NUMBER.LIGHTING CONDUIT(S)LIGHTING CONDUIT(S)3/4" X 10' COPPER CLADGROUND ROD WITH #6CU TO GROUND LUG.POLE HAND HOLE LOCATED 18"ABOVE POLE BASE, 4"X6"OPENING.POLE TYPE/SIZE/COLOR/FINISHTO MATCH THOSE FOUND ON SITE.POLE SHALL BE MADE PLUMBWITH LEVELING NUTS. TWO PIECEBOLT COVER REQUIRED.30" MIN. 42" MAX.LIGHT POLEEXISTING POLE CONDUIT TIE INFINISHED GRADEEXISTING LIGHTINGCONDUIT(S)EXISTING POLE AND FOUNDATIONTO REMAIN. PROTECT IN PLACE.SEE NOTE 1.PROVIDE CONDUITSUPPORT AS NEEDEDSEE NOTE 3.SEE NOTE 4.NOTES:1.CONTRACTOR SHALL PENETRATE EXISTING POLE AND CONNECT 3/4" GRSCONDUIT FOR NEW CONDUCTOR PATHS TO PROPOSED POLE LOCATION(S).PROVIDE ALL NECESSARY CONDUIT HARDWARE/FITTINGS FOR AWATERPROOF CONNECTION TO POLE.2.FURNISH AND INSTALL (2) #10 AWG CU CONDUCTORS AND (1) #10 AWG CUGROUND AND SPLICE WITH EXISTING LIGHTING CONDUCTORS AND CONNECTTO EXISTING GROUNDING IN POLE. COORDINATE WITH OWNER FOR CIRCUITIDENTIFICATION AND DE-ENERGIZING PRIOR TO INSTALLATION. MAINTAIN ALLEXISTING CIRCUIT CONNECTIONS UPON COMPLETION AND VERIFYFUNCTIONALITY WITH OWNER.3.GRS CONDUIT SHALL EXTEND BELOW GRADE TO THE FIRST ELBOW. ALL GRSCONDUIT EXPOSED TO EARTH SHALL BE HALF LAPPED WRAPPED INSCOTCHRAP 50 10 MIL TAPE OR EQUAL. EXTEND WRAP TO A HEIGHT OF 12"ABOVE GRADE.4.GRS CONDUIT TRANSITION TO HDPE CONDUIT BELOW GRADE.5.FURNISH AND INSTALL (1) 3/4" SCHEDULE 40 HDPE CONDUIT FOR SITELIGHTING. CONDUIT SHALL BE INSTALLED VIA HORIZONTAL DIRECTIONALDRILLING. SEE PLANS FOR LOCATIONS.SEE NOTE 2.EXISTING LIGHTINGCONDUIT(S)SEE NOTE 5.1.ALL EXISTING ELECTRICAL INFORMATION INCLUDING LUMINAIRETYPES, PANEL NAMES, CIRCUIT NUMBERS,CONDUIT/CONDUCTOR SIZES AND ROUTING, ETC. AREUNKNOWN AND BASED ON EXISTING DOCUMENTS AND MAY NOTREFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR SHALLVERIFY INFORMATION DURING CONSTRUCTION AND PROVIDEUPDATED AS-BUILTS UPON COMPLETION.2.ALL CONDUIT ROUTING AND EQUIPMENT LOCATIONS ARESCHEMATIC. ELECTRICAL CONTRACTOR SHALL DETERMINEBEST ROUTING PATH BASED ON FIELD CONDITIONS WITHOWNER APPROVAL.3.CONTRACTOR SHALL COORDINATE WITH EQUIPMENTMANUFACTURER(S) FOR DETAILED CONNECTIONSREQUIREMENTS AND PROVIDE MATERIALS AND INSTALLATIONFOR A COMPLETE AND OPERATIONAL SYSTEM.4.THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALLBE MAINTAINED.5.ALL NEW EQUIPMENT SHALL BE CONNECTED TO ANAPPROPRIATELY SIZED CIRCUIT IN AN EXISTING PANEL AND/ORLIGHTING CONTROLLER. CONTRACTOR SHALL VERIFYCIRCUITING PRIOR TO ROUGH-IN. ANY DISCREPANCIES SHALLBE BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEERPRIOR TO ANY CONNECTIONS.6.CONTRACTOR SHALL VERIFY EXISTING CIRCUITS AREADEQUATELY SIZED FOR ANY EQUIPMENT THAT IS TO BEREPLACED PRIOR TO CONNECTING NEW EQUIPMENT.7.ALL CIRCUITING THAT IS INDICATED SHALL BE FIELD VERIFIEDPRIOR TO ROUGH-IN. THE CONTRACTOR SHALL ENSURE THATALL EQUIPMENT IS CONNECTED TO ADEQUATELY SIZED CIRCUITBREAKERS AND CONDUCTORS. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER PRIORTO ANY CONNECTIONS.8.CONTRACTOR SHALL ENSURE EXISTING PANELS/LIGHTINGCONTROLLERS HAVE ADEQUATE CAPACITY FOR NEWELECTRICAL LOADS PRIOR TO ANY NEW OR REPLACEDEQUIPMENT BEING CONNECTED. ANY DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER PRIORTO ANY CONNECTIONS.9.CONTRACTOR SHALL RESTORE AND REPAIR ALL DISTURBEDLANDSCAPE, HARDSCAPE, ASPHALT, CURB AREAS ETC. TOORIGINAL STATE OR BETTER.10.EXISTING UNDERGROUND UTILITY LOCATIONS ARE UNKNOWN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATEWITH OWNER AND FIELD VERIFY ALL EXISTING SITE CONDITIONSPRIOR TO BEGINNING WORK. ANY EXISTING SYSTEMS (I.E.IRRIGATION, WATER, GAS, SEWER, ETC.) IMPACTED, SHALL BEREPAIRED/RESTORED TO ORIGINAL STATE OR BETTER.GENERAL CONSTRUCTION NOTESSITE LIGHTING CONSTRUCTION NOTESN O R T H KEY MAP1" = 150'©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 04/18/2022Know what's below. Call before you dig.CSMARTARGET STORET-1366T2R-05 (2)MH: 24'5WQ-08MH: 25'5WQ-08MH: 25'T3-03MH: 25'T2R-05 (2)MH: 24'LOAD CALCULATIONLOAD DESCRIPTIONWATTSPROPOSED LOADSPROPOSED LED FIXTURES (ALL)840+25% PER NEC210TOTAL PROPOSED LOAD1,0501.COORDINATE SITE ELECTRICAL WORK WITH OWNER, SITEMANAGER AND ALL APPROPRIATE TRADES. EXISTINGCONDUITS TO BE MANDRELLED AND REUSED; REPLACE IFCOLLAPSED OR BLOCKED. INTERCEPT AND EXTENDCONDUITS AND CONDUCTORS AS REQUIRED. RE-USEEXISTING SAME SIZE OR LARGER WIRE AFTER TESTINGEXISTING WIRE AND INSULATION PER NEC STANDARDS.2.EXISTING SITE LIGHTING POLE, FIXTURES, ANDFOUNDATION TO REMAIN. PROTECT IN PLACE.3.EXISTING ELECTRICAL SITE LIGHTING CONDUIT. FIELDVERIFY LOCATIONS AND PROTECT IN PLACE.4.FURNISH AND INSTALL 3/4" GRS CONDUIT FOR NEWCONDUCTOR PATHS TO PROPOSED POLE LOCATION(S).PENETRATE EXISTING POLE SIDEWALL AND SEAL ALLPENETRATIONS UPON COMPLETION. SEE DETAIL E2 FORADDITIONAL INFORMATION.5.PROVIDE (1) 3/4" SCHEDULE 40 HDPE CONDUIT VIAHORIZONTAL DIRECTIONAL DRILLING (HDD) METHOD.PROVIDE (2) #10 AWG CU XHHW CONDUCTORS AND (1) #10AWG CU GROUND FOR SITE LIGHTING AND CONNECT FORA COMPLETE SYSTEM. ENSURE THAT ALL EXISTINGCIRCUITS AND CONNECTIONS ARE MAINTAINED.6.FURNISH AND INSTALL NEW FOUNDATION FOR PROPOSEDSITE LIGHTING POLE. CONTRACTOR SHALL PROVIDESHOP DRAWINGS FOR NEW SITE LIGHTING POLEFOUNDATIONS. FOUNDATIONS SHALL PROVIDE MOUNTINGHEIGHT(S) FOR FIXTURES AS DESIGNATED IN THE PLANS.FOUNDATIONS SHALL PROVIDE BOLT PATTERNS TOMATCH THE FLANGE BOLT PATTERN. SEE DETAIL E1.7.FURNISH AND INSTALL (2) NEW LED SITE LIGHTINGFIXTURE COOPER GLEON LUMINAIRE LIGHT MODEL#TAR-GLEON-SA5B-740-8-T2R-DP-DIM10-PER7N-MS/DC-L40WAT 24' MOUNTING HEIGHT WITH NEW MAST ARM ON NEWPOLE AND FOUNDATION. PROVIDE (2) #12 AWG CUCONDUCTORS AND (1) #12 AWG CU GROUND FROM POLEHAND HOLE TO EACH FIXTURE AND CONNECT FORCOMPLETE SYSTEM. COORDINATE WITH OWNER TOVERIFY ALL PREVIOUS CIRCUITS AND CONNECTIONSHAVE BEEN REESTABLISHED.8.SOLAR BEACON. SEE CIVIL DRAWINGS FOR ADDITIONALINFORMATION.9.CONTRACTOR SHALL IDENTIFY EXISTING LIGHTINGCIRCUIT TO UTILIZE FOR CONNECTING NEW SITELIGHTING FIXTURES. IDENTIFY THE EXISTING LIGHTINGCIRCUIT’S SOURCE PANEL, CIRCUIT NUMBER AND CIRCUITBREAKER SIZE. VERIFY EXISTING CAPACITY BYPERFORMING 30-DAY LOAD STUDY OR NEC 220.87APPROVED METHOD. IF THE TOTAL NEW LOAD (EXISTINGPLUS PROPOSED) EXCEEDS THE ALLOWABLE LOADS OFTHE CIRCUIT BREAKER OR PANEL, DO NOT CONNECT THENEW LOADS WITHOUT ADEQUATE CAPACITY. PROVIDEUPDATED PANEL SCHEDULES AS NEEDED. E3.0PHOTOMETRICPLANFORREFERENCEONLY1.THE EXISTING ON-SITE LIGHTING WAS MODELED BASED OFF THELATEST AERIAL IMAGERY FROM GOOGLE MAPS. CONTRACTORTO VERIFY FIELD CONDITIONS AND BRING TO THE ATTENTION OFTHE DESIGNER ANY DISCREPANCIES FROM THE PLANS.2.THIS PHOTOMETRIC PLAN PREPARED BY OTHERS IS TO BEUTILIZED FOR REFERENCE PURPOSES ONLY.3.EXISTING PARKING LOT LIGHTING, OUTSIDE OF THE LIMITS OFLIGHTING ANALYSIS, WAS NOT CALCULATED FOR THIS PROJECT.4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTEDARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE ATELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED.THE VALUES DEPICTED ON THIS PLAN ARE IN FOOT-CANDLES.5.THIS PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OFLUMINAIRES, ONLY. CONTRACTOR MUST BRING TO THEDESIGNERS'S ATTENTION, PRIOR TO THE COMMENCEMENT OFCONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITHTHE INFORMATION PROVIDED IN THIS PLAN.6.NO BUILDING LUMINAIRES WERE INCLUDED IN THECALCULATIONS FOR THE DRIVE UP AISLE.NOTES©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 04/18/2022CSMAR GENERAL STRUCTURAL NOTES:CONCRETE MATERIAL NOTES:COORDINATION:SPECIAL INSPECTIONS≤LIGHT POLE FOUNDATION SECTIONSCALE: N.T.S.LIGHT POLE DETAILSCALE: N.T.S.S1.0 LIGHT POLEFOUNDATIONDETAILSFORREFERENCEONLY©R1000 NICOLLET MALLMINNEAPOLIS, MN 55403Drawn ByChecked ByProject NumberConfig:KRKMT-1366DateNoDescriptionT-1366 CARMEL WEST 10401 N. MICHIGAN ROAD CARMEL, IN 46032 DATE: 04/18/2022CSMAR RTSP Round Tapered Steel Poles Pole Shaft The pole shaft is a one section design, each section being fabricated from standard 11 gauge (0.1196") steel. The pole shaft material is a weldable grade hot rolled commercial quality carbon steel with a guaranteed minimum yield strength of 55,000 psi after fabrication. Each section is one-piece construction with a full length longitudinal weld and is cylindrical in cross-section having a uniform taper of 0.14 inches of diameter change per foot of length. Base Plate The anchor base is fabricated from commercial quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AWS D1.1, latest edition. Bolt Circle: 9.50 (in.) Dimension : 10.0 (in.) Thickness: 0.75 (in.) Conduit Opening: 5 (in.) Consult KW representative for non-standard dimensions. Anchor Bolts Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3 '' x 5.0 '' inside opening, located at 1' - 6" above base, is standard on all poles. A grounding provision is located inside the handhole ring. Finish K-KLAD Over Galvanizing - In areas where superior performance is required, powder coating applied over hot dip galvanized steel provides an additional surface barrier, encapsulating the cathodic protective zinc surface. The exterior and interior metal surface is hot dip galvanized in accordance with ASTM A-123. The exterior galvanized surface is washed under heat and pressure with an alkaline rinse to remove any excess oxides or contaminants. The exterior surface is then centrifugally brush blasted to remove excess oxides and foreign matter providing an anchor pattern profile. The blasted metal surface is chemically pretreated with an iron phosphate conversion coating forming a dry tight micro-crystalline coating. is a special powder coating formulated from a unique combination of polyester resins designed to exhibit superior outdoor weatherability, durability, and gloss retention, together with the galvanized surface to form a uniform bi-layer 8 mil coating. The internal galvanized section is coated with , a corrosion inhibitor, to form a protective internal barrier. Series:RTSP - Round Tapered Steel Poles Nominal Height: 20' Base Diameter: 6.1'' Gauge: 11 Finish: KZ13 - K-KLAD Over Galvanized - Bronze Mounting Designation: DM10 - Drilled for 1 Luminaire Options: BC, LAB - Base Cover, Less Anchor Bolt Height (ft.) Pole Shaft (in.) x (in.) x (ft.)Gauge Handhole Size (in.) Anchor Bolt (in.) x (in.) x (in.) Bolt Circle (in.) 80 MPH (ft.) 90 MPH (ft.) 100 MPH (ft.) Ship WT. (lbs.) 20 6.1 x 3.3 x 20 11 3 x 5.0 0.75 x 30 x 3 9.5 22.7 18.1 14.6 173 RTSP20-6.1-11-KZ13-DM10-BC-LAB Print This Page Main Menu Terms and Conditions of Sale TERMS Net 30 days from the date of Company's invoice unless otherwise specified. A 1-1/2% per month late charge will be added to accounts past due. PRICES Published prices are subject to change without notice. Possession of price sheets in no way obligates Company to sell to the Purchaser possessing such price sheet. All orders are subject to final approval and acceptance by the Company. Once accepted and approved, orders will be billed at prices currently in effect at the time of invoicing, or at prices quoted by the Company and accepted by the Purchaser if the order involves an item or items covered by special quotation. THE Firefox https://submittal.info/SubmitSheet.asp 1 of 2 10/18/2021, 8:28 AM MINIMUM INVOICE CHARGE SHALL BE $50.00 NET. DELIVERY All goods sold are deliverable F.O.B. KW Industries, Inc., Sugar Land, Texas 77478. TAXES The Company's prices do not include Federal, State or municipal sales, use, excise, or similar taxes. Consequently, the Company reserves the right to add to the sales price of its product any present or future sales, use, excise or other similar tax which shall be paid by the Purchaser, or in lieu thereof, the Purchaser shall provide the Company with a tax exemption certificate acceptable to the taxing authorities. FREIGHT All of the Company's products are priced and sold F.O.B. KW Industries, Inc., Sugar Land, Texas 77478. Transportation charges will be prepaid by the Company and added to the net sales price unless specified by the Purchaser. ROUTING The Company will specify the method and routing of all products to ensure the most efficient and economical shipment in behalf of the Purchaser. The Purchaser will assume charges for special services such as cartage, air freight, express or multiple deliveries on one order. CANCELLATION The written consent of the Company shall be obtained prior to a cancellation of any order. Cancellation of an order may subject the Purchaser to a cancellation charge based upon expenses already incurred and commitments made by the Company. RETURNED GOODS Specific written request and arrangements must be made in advance for Purchaser to obtain credit or replacement on material returned. On material accepted for return, Purchaser must prepay return shipment and pay minimum restocking charge of 40% plus any charge necessary to rework goods to a resaleable condition. Custom fabricated products by special order are not subject to return. DELAYS, DAMAGE OR LOSS The Company is not and shall not be liable for delays in shipment or delivery of its products when caused by strikes, riots, hurricanes, civil disorder, fires, material shortage, breakdown in manufacturing facilities or any other cause beyond its reasonable control. Any claims for damages, loss or shortage in transit must be made by the Purchaser to the delivering carrier. The risk of loss passes to the Purchaser upon delivery to the carrier. LIMITED WARRANTY The Company warrants to Purchaser that its products will be free from defects in material and workmanship for a period of one year from the date of shipment by the Company (the "Warranty Period"). This Warranty specifically excludes fatique failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with the movement of air currents around the product. If during the Warranty period, the product proves defective in material or workmanship, the Company shall correct any defect, at its option, either by repairing any defective parts or by making available at the Company's plant a repaired or replacement part at no charge to the Purchaser, if the Purchaser promptly notifies the Company and furnishes proof of Purchase. The liability of the Company under this Warranty, or for any loss or damage arising out of, or connected with, the design, manufacturing, sale or use of its products, whether the claim is based on contract or negligence, shall not exceed the price allocable to the value of the product or part which gives rise to the claim and upon expiration of the Warranty Period all such liability shall terminate. The Company shall not be liable for special or consequential damages including, but not limited to, loss of profits or revenue, loss of use of the product, cost of substitute products or labor charges to remove or reinstall the defective product, nor any product transportation expenses to and from the Company's plant if factory repair or replacement is necessary. No warranty is made with respect to parts or auxiliary equipment not manufactured by the Company. The foregoing Warranty is exclusive and in lieu of all other warranties whether written, oral, express or implied and shall constitute the sole and exclusive remedy of the Purchaser and liability of the Company. NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE SHALL APPLY. The Company's products are not sold as a "consumer product" under 15 U.S.C. 62301. GENERAL KW Industries, Inc. reserves the right to change any feature of its published specifications without notice to promote product improvement and/or allow for material availability. The contract for the sale of goods by KW shall be performable in Fort Bend County, Texas. Prices subject to change without notice Firefox https://submittal.info/SubmitSheet.asp 2 of 2 10/18/2021, 8:28 AM M M ail 1 w. �I it. 1 , 'I 3 k°A'��, fk jo P�... d o, .! b !' e// l ?b � �S f� do aAiojl3fMW r do antip 0 C . � •Rao. � •low L 'l 1 �4�