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Home My WebLink AboutChabad Center for Jewish Life Monument S-2022-00021CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 1. SIGN PERMIT NUMBER: S-2022-00021 SIGN COPY: Chabad Center for Jewish Life SIGN ADDRESS: 2640 W 96TH ST, IND, 46268 SIGN TYPE: Ground SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3) SIGN AREA DIMENSIONS: 36" x 81.625 TOTAL SIGN AREA SQ. FT.: 20.41 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: 2.00 (wall sign: measure to bottom of sign; groundsign: measure to top of sign) BUILDING / TENANT SPACE FRONTAGE: SIGN DISTANCE FROM NEAREST R.O.W.: 6' (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): ILLUMINATION METHOD: None BUILDING TYPE: Other IDENTIFY ANY EXISTING SIGNS ON SITE: n/a WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? n/a SHOPPING CENTER OR COMPLEX NAME: n/a SIGN STATUS: New TOTAL SIGN AREA PERMISSABLE SQ. FT.: 35.00 OTHER ILLUMINATION METHOD: n/a OTHER BUILDING TYPE: Religious 2. ZONING PARCEL ID: 17-13-08-00-00-017.000 ZONING DISTRICT: S-1 SINGLE FAMILY RESIDENTIAL, LARGE LOTS, RURAL CHARACTER PRIOR APPROVALS: P.C. Docket # n/a B.Z.A. Docket # n/a Building Permit# n/a 3. APPLICANT PERMIT NUMBER: S-2022-00021 NAME OF BUSINESS*: Chabad CITY: Carmel CONTACT EMAIL: brent@ASAPpermits.com PHONE: 317-251-5573 ADDRESS: 2640 West 96th Street CONTACT PERSON: Chabad Lubavich of Indiana (*Entity identified on the sign) STATE: IN ZIP: 46268 PROPERTY OWNER: Chabad Lubavich of Indiana PHONE: CONTACT PERSON: Huston Signs CONTACT EMAIL: brent@ASAPpermits.com ADDRESS: 1105 E. 181st St.,ZIP: 46074STATE: INCITY: Westfield 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: Huston Signs CONTACT PERSON: Huston Signs ADDRESS: 1105 E. 181st St.,ZIP: 46074STATE: INCITY: Westfield EMAIL ADDRESS: brent@ASAPpermits.com PHONE: 317-804-9009 PERMIT NUMBER: S-2022-00021 Page 1 of 3 CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 5.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2022-00021 ADMINISTRATIVE ADLS AMENDMENT SIGN PERMIT APPLICATION $109.00 SIGN ERECTION $129.66 INSPECTION FEE (Required if photography not provided) TOTAL FEE $238.66 PERMIT ISSUED ON: 2/2/2022 1:13:48PM 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 January 12, 2022 To Whom it May Concern. �t\*lll CR�EWs��.Py Chabad-Lubavitch of Indiana 2640 West 96th Street Indianapolis, IN 46268 Tel: (377) 25t-5573 i@lubavitchindiana.com wwwxhabadi ndi an a.org Merkos L'Inyounei Chinch, Lubavitch of Indiana Inc. gives permission to Huston Electric to install a sign, as per plans, near the street at our Campus located at 2640 West 96c' Sheet, Indianapolis, IN 46268. In addition, permission is given to ASAP Permitting to obtain all necessary pemuts for the sign at this address. Rabbi Abraham Grossbaum Executive Vice President L D AA NEW YARD SIGN2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268LUBAVITCH OF INDIANAFOR:1800509 MAY 2018D. L. LOCKWOODD. L. LOCKWOODFIVE1/2" = 1'-0"0'2'6"1'1'-6"2'FACE ELEVATIONWEST 96TH STREET1" = 80'-0"0'80'SITE PLANLOCATION OFNEW YARD SIGN2L-11/4" = 1'-0"0'4'1'2'3'4'SIGN LANDSCAPE PLAN1L-1EXISTING COMMUNICATIONS MONUMENTEXISTING SEWER CLEANOUTEXISTING 10'-0" MULTI-USE PATHNEW YARD SIGNPROPERTY LINE/R.O.W.1/2" = 1'-0"0'2'6"1'1'-6"2'END ELEVATION3L-1NOT TO SCALESHRUB PLANTING DETAIL4L-19'-6"GROUND MOUNTED SIGN LIGHTING.COORDINATE WITH E.C.GROUND MOUNTEDSIGN LIGHTING.COORDINATE WITH E.C.JUNIPERUS HORIZONTALIS 'BLUE FOREST',CREEPING JUNIPER, (14)ERAGROSTIS SPECTABILIS,PURPLE LOVEGRASS(PLUGS, 2'-0" O.C.)3" MIN. PREMIUM SHREDDEDHARDWOOD MULCH2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268WEST 96TH STREETTOWNE ROAD NORTHGENERAL NOTESSITEEXISTINGDRIVEWAY.EXISTINGBUILDING.EXISTINGPARKING.5'-0" SIGN SETBACK4'-9"8'-4"4'-9"IN AREA OF YARDDISTURBED BYCONSTRUCTIONACTIVITIES, FILL RUTSWITH TOPSOIL, GRADEAND RAKE TO MATCHEXISTING GRADE, SEEDAND PROTECT WITHSTRAW MULCH TOREPAIR YARD TOORIGINAL CONDITION.REPLACE LANDSCAPEMATERIAL, TREES,SHRUBS, ETC.,DAMAGED BYCONSTRUCTIONACTIVITIES.SHEET INDEXSHEET TITLE / CONTENTSSHEET NO.L-1A-1A-2E-1C-600YARD SIGN LANDSCAPE PLANYARD SIGN PLANS, ELEVATIONS AND SECTIONSNOTES AND SPECFICATIONSSIGN LIGHTING ELECTRICAL PLANSITE UTILITY PLAN L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE 1/2" = 1'-0" 0'2'6"1'1'-6"2' FACE ELEVATION W E S T 9 6 T H S T R E E T WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN 2 A-1 1" = 10'-0" 0'10'4'8'6'10' SIGN LOCATION PLAN 1 A-1 10'-0" VISION CLEARANCE TRIANGLE AT DRIVEWAY 10'-0"10'-0"10'-0"10'-0"EXISTING ENTRANCE DRIVE EXISTING COMMUNICATIONS MONUMENT EXISTING SEWER CLEANOUT EXISTING 10'-0" MULTI-USE PATH AREA OF NEW LANDSCAPING 13'-538"5'-0"8'-0"2'-15 8" PROPERTY LINE/R.O.W. 1/2" = 1'-0" 0'2'6"1'1'-6"2' END ELEVATION 3 A-11/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 4 A-1 1/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 5 A-1 NEW YARD SIGN 3" = 1'-0" 0'4"2"4" STONE CAP PROFILE 6 A-1358"38"58"12"2"12"12 1 2' 11 2" 1"3"1'-0"KEYNOTES 02.06 02.07 03.01 03.04 03.05 03.06 04.01 04.10 04.11 04.12 04.13 04.14 04.15 04.16 04.17 04.18 04.19 DRAINAGE FILL. 4" MINIMUM TOPSOIL. CONTINUOUS REINFORCED CONCRETE FOOTING. #4 REBAR AT 10" O.C. #4 REBAR AT 12" O.C. 5(%$5'2:(/6$72&:,7+67'+22. NORMAL WEIGHT CMU FOUNDATION WALL. CAST STONE VENEER WITH METAL WALL TIES 16" O.C. VERTICAL AND 24 " O.C. HORIZONTAL. LIMESTONE CAP. 8" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. 4" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. #4 VERTICAL REBAR AT 32" O.C. HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. #4 ANCHOR PINS. MINIMUM 2 PER CAP SECTION. CONTINUOUS THRU-WALL FLASHING. STAINLESS STEEL DRIP EDGE WITH JOINTS LAPPED AND SEALED. LIMESTONE PANEL WITH CARVED IMAGE AND LETTERING. ANCHOR AT 16" O.C. AROUND PERIMETER OF PANEL. COORDINATE SIZE AND STYLE OF LETTERING WITH OWNER. 04.11 04.10 03.0103.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 04.11 04.18 04.17 03.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 5'-0" SIGN SETBACK EXISTING DRIVEWAY. EXISTING BUILDING. EXISTING PARKING. THE PERVIOUS PAVERS AND UNDERGROUND DETENTION SYSTEM IN THIS AREA ARE PART OF THE SITE'S STORM DRAINAGE DETENTION SYSTEM. THE G.C. SHALL PROTECT PERVIOUS PAVERS FROM EXCESSIVE WEIGHT OF CONSTRUCTION EQUIPMENT AND SHALL KEEP THE DRIVEWAY FREE FROM ALL CONSTRUCTION DEBRIS AND DIRT. CONSTRUCTION DIRT AND DEBRIS SHALL BE CLEANED OFF THE PAVERS DAILY. ANY DAMAGE TO THE STORM DETENTION SYSTEM AND/OR BROKEN PERVIOUS PAVERS AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED AND RESTORED TO IT'S PROPER WORKING CONDITION AT THE CONTRACTOR'S EXPENSE. GROUT ALL CAVITIES SOLID. GROUT ALL CAVITIES SOLID. L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE ARCHITECTURAL SPECIFICATIONSSTRUCTURAL NOTESSITE & LANDSCAPING SPECIFICATIONS L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN582'-0"1/4" = 1'-0" 0'4'1'2'3'4' SIGN LIGHT ELECTRICAL PLAN 1 E-1 3'-0" EXISTING COMMUNICATIONS MONUMENT EXISTING 10'-0" MULTI-USE PATH EXTENT OF NEW LANDSCAPING.1'-6"PROPERTY LINE/R.O.W. YARD SIGN 3'-0"1'-6"1'-6"1'-6"EXISTING ENTRANCE DRIVE EXISTING SEWER CLEANOUT PHOTOCELL. MOUNT 2" BELOW STONE CAP ON END OF SIGN WALL. #6 COPPER GROUND LOOP. CONNECT TO EACH LIGHT FIXTURE AND GROUND ROD. 1(:[ 0,1&233(5*5281'52' 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. S1 S1S1 S1 MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. FIELD VERIFY LOCATION OF UNDERGROUND CONDUIT SLEEVE TO PANEL PP2. EXTEND NEW 1" CONDUIT FROM END OF SLEEVE TO NEW SIGN LOCATION. SEE BELOW AND ON SITE PLAN. CONNECT NEW SIGN LIGHTING WIRING TO PP2-29 OR ANY AVAILABLE SPARE CIRCUIT WITH A NEW 20A CIRCUIT BREAKER. 1'-0"3"2'-6"CONDUIT. SEE PLAN FOR SIZE. MIN. 24" BELOW GRADE. CONCRETE BASE. (6)-#4 VERTICAL, #3 TIES AT 12" O.C. FINISH GRADE. INSTALL ELECTRICAL BOX AND ANCHOR FIXTURE TO BASE PER MFR'S WRITTEN INSTRUCTIONS. FORM TOP OF CONCRETE BASE TO SLOPE AWAY FROM FIXTURE. #6 BARE COPPER GROUND WIRE LOOP TO COPPER GROUND ROD. SEE SITE PLAN FOR CONTINUATION. SEE SITE PLAN FOR CONTINUATION. 1" = 1'-0" 0'1'3"6"9"1' GROUND LIGHT BASE DETAIL 2 E-1 LIGHT FIXTURE: S1 DESCRIPTION: GROUND MOUNTED MICRO-FLOOD LED MANUFACTURER: KIM, #EL218-W-3-8L-3K-UV-GR LAMP: (8)- 3,000K, 350mA/10W DRIVE CURRENT VOLTAGE: 120 NOTES: 1. IP66 CERTIFIED TO KEEP DUST AND MOISTURE OUT. 2. FIXTURE BASE DETAIL 2/E-1. 3. OR ARCHITECT APPROVED EQUAL. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. EXISTING DRIVEWAY. EXISTING BUILDING. 5'-0" SIGN SETBACK 1.E.C. IS RESPONSIBLE FOR ALL PERMITS. 2.COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 3.E.C. SHALL PAY ALL UTILITY FEES. 4.ALL UNDERGROUND WIRING SHALL BE IN PVC CONDUIT. 5.PROVIDE GROUNDING AND BONDING PER CURRENT NEC REQUIREMENTS. 6.ALL WIRING TO BE INSTALLED IN CONDUIT. 7.ALL WIRING TO BE #10 COPPER, MINIMUM SIZE. 8.ALL WIRING TO BE CONCEALED. 9.UPDATE TYPEWRITTEN PANEL SCHEDULE AND RE-LABEL CIRCUITS WITH NEW WORK PERFORMED AND/OR ADDED. 10.WORK SHALL INCLUDE START UP AND TESTING OF ADDED SYSTEMS, FURNISHING O&M MANUALS AND ONE YEAR WARRANTY, COMMENCING ON DATE OF ACCEPTANCE. 11.FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED EXCEPT WHERE SPECIFIED APPROVAL FOR SUBSTITUTION IS GIVEN. 12.PROPOSAL SHALL BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT IN ORDER TO PROMOTE COMPETITION. BIDDERS ARE ENCOURAGED TO SUBMIT ALTERNATE MATERIALS THEY WISH TO PROPOSE, INCLUDING ANY PRICE CHANGE AFFECTED BY SELECTION OF THE ALTERNATES. PRICING SHALL INCLUDE ANY COSTS REQUIRED BY OTHER TRADES DUE TO THE ALTERNATE. 13.VERIFY LOCAL CONDITIONS AT SITE. 14.REFER TO MECHANICAL DRAWINGS FOR MOUNTING HEIGHTS AND MOUNTING DETAILS AND NOTES FOR ALL FIXTURES AND EQUIPMENT WHERE APPLICABLE. 15.ALL MOUNTING HEIGHTS SPECIFIED SHALL BE TO THE CENTER OF THE DEVICE. 16.SUBMIT ELECTRONIC FILE OR 4 COPIES OF SHOP DRAWINGS FOR EACH PIECE OF EQUIPMENT AND ALL LIGHT FIXTURES TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO RELEASE OF ITEMS TO VERIFY COMPLIANCE. 17.COORDINATE INSTALLATION AND LOCATIONS OF ALL ITEMS WITH OTHER TRADES PRIOR TO INSTALLATION. FAILURE TO COORDINATE WILL RESULT IN ALL COSTS DUE TO LACK OF COORDINATION BEING PAID BY THE CONTRACTOR WHO FAILED TO COORDINATE. 18.VERIFY ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. 19.ALL WIRING IS SHOWN TO INDICATE CIRCUITING. EXACT ROUTING IS TO BE DETERMINED BY E.C. FURNISH AND INSTALL ALL WIRING REQUIRED FOR A COMPLETE WORKING SYSTEM. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES ALONG DRIVEWAY THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. Drawn ByRevisionsDesigned ByLubavitch of Indiana 2640 West 96th Street Carmel, Indiana 6213 Behner Way Indianapolis, IN 46250 (317) 490-7054 E n g i n e e r i n g , LLC 13295 Illinois Street Suite 142 Carmel, IN 46032 Ph: (317) 663-3206 Fax: (317) 663-3208 www.snellingeng.com landscape architecture & planning 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202 phone: (317) 955-9960 fax: (317) 955-9961 R A , I . All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of such designs or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedence over scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations. Site Utility Plan 1915 E. North Street 1105 E. 181st Street 2723 Old Romney Road Kokomo, IN 46901 Westfield, IN 46074 Lafayette, IN 47909 Phone: 765-457-9137 Phone: 317-804-9009 Phone: 765-474-6115 Fax: 765-459-4116 Fax: 317-804-9161 Fax: 765-474-6071 Huston Signs, LLC P.O. Box 904 Kokomo, IN 46903-0904 TO:PURCHASE ORDER: A.S.A.P. Permit Services Inc.P.O. Number: 2200098HS-502624 2414 E 72nd St P.O. Date: Jan 21/22 Indianapolis, IN Terms: Supplier Code: ARCHSER 46240 Reference: Att: Attention: Tammy Rice Date Required: See Details Below SHIP TO:Order Placed By: ALESIAM Huston Signs Supplier Phone: 317.361.9485 1105 E 181st Street Supplier Fax: Westfield IN 46074 ITEM NO. QUANTITY ORDERED UNIT PRICE DESCRIPTION PER P G AMOUNT 0001 1 500.00 Secure permits for Chabad Center E N 500.00 500.00 500.00 1915 E. North Street 1105 E. 181st Street 2723 Old Romney Road Kokomo, IN 46901 Westfield, IN 46074 Lafayette, IN 47909 Phone: 765-457-9137 Phone: 317-804-9009 Phone: 765-474-6115 Fax: 765-459-4116 Fax: 317-804-9161 Fax: 765-474-6071 HUSTON ELECTRIC PURCHASE ORDER TERMS AND CONDITIONS These conditions shall apply at all times IF THIS PURCHASE ORDER IS NOT ACCEPTABLE TO SELLER OR IF THE SELLER CANNOT OR WILL NOT FURNISH GOODS IN STRICT COMPLIANCE WITH CURRENT SPECIFICATIONS SHOWN ON THE FACE OF THIS ORDER, SEELER SHALL WITHIN TEN DAYS OF THE RECEIPT OF THIS PURCHASE ORDER ,ADVISE BUYER IN WRITING. THIS PURCHASE ORDER WHEN ACCEPTED SHALL BE DEEMED A CONTRACT TO BE CONSTRUED AND INTERPRETED IN ACCORDANCE WITH THE LAWS OF THE STATE OF INDIANA. THIS PURCHASE ORDER IS NOT VALID UNLESS IT BEARS AN AUTHORIZED SIGNATURE. GOODS MUST COMPLY STRICTLY WITH CURRENT SPECIFICATIONS SHOWN ON THE FACE OF THIS ORDER AND NO MODIFICATION OR REVISIONS THERE FROM WILL BE ACCEPTED WITHOUT PRIOR WRITTEN CONSENT OF THE BUYER. THE BUYER MUST BE ADVISED IN WRITING, OF ANY INCREASE IN THE COST OF THE INSTALLATION OR THE USE OF GOODS AND THE SELLER AGREES TO BE LIABLE FOR SUCH INCREASED COST, IF WRITTEN ADVICE OF SUCH INCREASED COST IS NOT GIVEN BY THE SELLER TO THE BUYER AND CONSENTED TO BY THE BUYER IN THE CASE OF ANY VARIATION FROM CURRENT SPECIFICATIONS. DELIVERIES SHALL BE MADE AS SPECIFIED ON THE FACE OF THIS ORDER, AND BUYER RESERVES THE RIGHT TO CANCEL ALL OR ANY PART OF THIS ORDER IF SHIPMENT IS NOT MADE IN ACCORDANCE WITH THE SHIPPING DATE SPECIFIED. THE RIGHT IS ALSO RESERVED TO REJECT AND RETURN AT THE RISK AND EXPENSE OF THE SELLERFOR FULL CREDITSUCH PORTION OF ANY SHIPMENT THAT MAY BE DEFECTIVE OR FAIL TO COMPLY WITH THE PLANS AND SPECIFICATIONS WITHOUT INVALIDATING THE REMAINDER OF THE ORDER.IF REJECTED, MATERIAL WILL BE HELD FOR DISPOSITION AT THE EXPENSE AND RISK OF THE SELLER, AND SUCH MATERIAL IS TO BE REPLACED ONLY AT THE BUYER’S OPTION.TIME IS OF THE ESSENCE IN THIS CONTRACT. GOODS MUST BE SHIPPED AS INSTRUCTED HEREON, OR ADDITIONAL SHIPPING COST WILL BE BACK-CHARGED.SELLER INSURES THAT GOODS WILL ARRIVE IN PROPER QUANTITY. NO CHARGE WILL BE ALLOWED FOR PACKING, BOXING, OR CARTAGE, UNLESS AGREED UPON AT THE TIMEOF PURCHASE, BUT DAMAGE TO ANY MATERIAL NOT PACKED TO INSURE PROPER PROTECTION TO SAME WILL BE CHARGED TO SELLER. A COMPLETE PACKING LIST MUST ACCOMPANY EACH SHIPMENT. ALL GOODS AND OR SERVICES FURNISHED WILL BE SUBJECT TO INSPECTION AND TESTING BEFORE USE AND SUCH GOODS AND OR SERVICES FOUND TO BE NOT IN ACCORDANCE WITH THE SPECIFICATIONS OUTLINED IN THIS ORDER SHALL BE SUBJECT TO REJECTION,RETURN AND BACK CHARGE,TOGETHER WITH THE NECESSARY COST OF HANDLING AND SHIPPING. BUYER’S PAYMENT OF ALL OR ANY PART OF THE PURCHASE PRICE PRIOR TO SUCH INSPECTION,TESTING AND NON-ACCEPTANCEOF THE GOODS AND/OR SERVICE INVOLVED SHALL NOT CONSTITUTE A WAIVER OF ANY OF BUYER’S RIGHTS HEREUNDER. SELLER GUARANTEES THAT BUYER’S PURCHASE, USE, OR SALE OF THE GOODS FURNISHED ON THIS ORDER, IN THE FORM IN WHICH FURNISHED BUYER, WILL NOT INFRINGE ANY VALID UNITED STATES OR FOREIGN PATENT OR COPYRIGHT AND SELLER AGREES TO DEFEND ANY CLAIM, ACTION TO SUIT THAT MAY BE BROUGHT AGAINST BUYER AND HOLD BUYER HARMLESS AGAINST ANY JUDGEMENTS, DECREES, DAMAGES, COSTS AND EXPENSES RECOVERED AGAINST BUYER ON ACCOUNT OF ANY SUCH ACTUAL OR ALLEGED INFRINGEMENT IN THE EVENT THAT THE SELLER SHALL BE ADJUDGED BANKRUPT,OR MAKE A VOLUNTARY ASSIGNMENT FOR CREDITORS,OR IF IT’S SAID BUSINESS OR AFFAIR,SHALL PASS INTO THE HANDS OF A RECEIVER,THEN THE BUYER SHALL HAVE THE OPTION OF CANCELING ALL OR ANY PORTION OF THE ORDER. SELLER MAY NOT ASSIGN THIS ORDER WITHOUT THE WRITTEN CONSENT OF BUYER. NO COMPLETED ARTICLES CALLED FOR BY THIS PURCHASE ORDER SHALL BE SHOPPED OUT OR SUBCONTRACTED WITHOUT THE WRITTEN APPROVAL OF BUYER IN WRITING. SELLER HEREBY AGREES TO INDEMNIFY AND HOLD HARMLESS BUYER FROM ALL CLAIMS AND SUIT FOR DAMAGES TO PROPERTY OR INJURIES,INCLUDING DEATH TO PERSONS AND FROM ALL JUDGEMENTS RECOVERED THEREFORE,AND FROM ALL EXPENSES IN DEFENDING SAID CLAIMS OR SUITS,INCLUDING COURT COST,ATTORNEY FEES AND OTHER EXPENSES CAUSED BY THE ACT OR OMISSION OF SELLER,IT AGENTS,SERVANTS AND EMPLOYEES WHILE ON OR ABOUT THE PREMISES OF BUYER FOR THE PURPOSE OF DELIVERING THE ARTICLES DESIGNATED BY THIS ORDER.IF REQUESTED BY BUYER,SELLER WILL FURNISH INSURANCE CERTIFICATE WITH LIMITS DESIGNATED BY BUYER AND IN A FORM ACCEPTABLE TO BUYER THAT SHALL COVER SELLER’S OBLIGATIONS AS SET FORTH IN THIS PARAGRAPH SELLER AGREES THAT NO FEDERAL OR STATE STATUE HAS BEEN VIOLATED IN THE MANUFACTURE OR SALE OF THE ITEMS COVERED BY THIS ORDER. SELLER HEREBY WARRANTS THAT THE MACHINERY AND APPARATUS SUPPLIED UNDER THIS PURCHASE ORDER ARE WELL MADE OF MATERIALS, AND AGREES TO REPLACE OR REPAIRFREE OF CHARGE, F.O.B DESTINATION, ANY PART (S) OF ANY MACHINERY AND APPARATUS SUPPLIED HEREUNDER THAT PROVES DEFECTIVE IN WORKMANSHIP OR MATERIAL WITHIN ONE YEAR FROM DATE OF SHIPMENT. 1915 E. North Street 1105 E. 181st Street 2723 Old Romney Road Kokomo, IN 46901 Westfield, IN 46074 Lafayette, IN 47909 Phone: 765-457-9137 Phone: 317-804-9009 Phone: 765-474-6115 Fax: 765-459-4116 Fax: 317-804-9161 Fax: 765-474-6071 NO EXTRAS ARE TO BE SHARED BEFORE RECEIPT OF WRITTEN QUOTATION BY BUYER, AND AUTHORIZATION TO PROCEED ON OR ABOUT THE FIRST DAY OF EACH MONTH, THE SELLER SHALL SUBMIT AN INVOICE IN DUPLICATE TO BUYER COVERING WORK COMPLETED DURING THE PROCEEDING MONTH. SUCH INVOICES SHALL BE MARKED PARTIAL AND SHALL INDICATE THE AMOUNT OF THE WORK COMPLETED AND THE MONIES DUE.A FINAL INVOICE IN DUPLICATE FOR THE UNPAID BALANCE, INCLUDING THE PERCENTAGES WITHHELD FROM PARTIAL INVOICES SHALL BE SUBMITTED UPON COMPLETION OF ALL WORK.A SIGNED CONTRACTOR’S CERTIFICATION AND WAVIERS OF LIEN AND A STAMPED FINAL INSPECTION CERTIFICATE WHEN APPLICABLE SHALL SUPPORT SUCH FINAL INVOICE. INVOICES RECEIVED BY HUSTON ELECTRIC WILL BE PAID WHEN HUSTON ELECTRIC IS PAID BY THE OWNER / GENERAL CONTRACTOR. STANDARD PAYMENT TERMS FOR INVOICES RECEIVED BY HUSTON ELECTRIC ARE NET90 DAYS UNLESS OTHERWISE NOTED. IF, FOR ANY REASON, GOODS SPECIFIED BY THIS PURCHASE ORDER CANNOT BE ERECTED OR INSTALLED OR USED BY AVAILABLE LABOR, BUYER HAS A RIGHT TO CANCEL ALL OR ANY PART OF THIS ORDER AND IF DELIVERY HAS BEEN MADE MAY RETURN GOODS TO SELLER. BUYER TO PAY SHIPPING COST, AND SELLER SHALL REFUND THE FULL COST OF SUCH GOODS, IF PAID, OR GIVE FULL CREDIT IF UNPAID. IF ANY OF THE TERMS AND CONDITIONS OF THIS PURCHASE ORDER CONFLICT WITH ANY OF THE TERMS AND CONDITIONS OF SELLER’S QUOTATIONS THEN THE TERMS AND CONDITIONS OF THIS PURCHASE ORDER SHALL GOVERN. THE SELLER SHALL WARRANT THAT ALL GOODS SOLD HEREUNDER HAS BEEN PRODUCED AND SHIPPED IN COMPLIANCE WITH ALL APPLICABLE FEDERAL AND STATE LAWS. SELLER SHALL COMPLY WITH EEO CLAUSE IN SECTION 202 OF EXECUTIVE ORDER11246 AS AMENDED 41 CFR 60-250 AND 41 CFR 60-741,AS AMENDED,WHICH ARE INCORPORATED HEREIN BY REFERENCE. WE RESERVE THE RIGHT TO CANCEL THIS ORDER IN PART OR IN FULL, AND WILL PAY ANY REASONABLE PROVEN EXPENSE INCURRED BY THE VENDER PRIOR TO CANCELLATION. WE RESERVE THE RIGHT TO INCREASE QUANTITIES IN REASONABLE AMOUNTS, PRIOR TO RELEASE FOR SHIPMENT AT UNIT PRICES STATED ON FACE OF ORDER. PRICES ARE FIRM, SHIP IN TIME TO AVOID ANY ESCALATIONS IN PRICES, EXCEPT FOR SPECIAL PROVISIONS NOTED ON FACE OF ORDER. The CbaBad Sam VBF bid packet mlIs out br Messme mst stone In cledfl that was installed around Me CbaBad centers windows. L D AA NEW YARD SIGN2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268LUBAVITCH OF INDIANAFOR:1800509 MAY 2018D. L. LOCKWOODD. L. LOCKWOODFIVE1/2" = 1'-0"0'2'6"1'1'-6"2'FACE ELEVATIONWEST 96TH STREET1" = 80'-0"0'80'SITE PLANLOCATION OFNEW YARD SIGN2L-11/4" = 1'-0"0'4'1'2'3'4'SIGN LANDSCAPE PLAN1L-1EXISTING COMMUNICATIONS MONUMENTEXISTING SEWER CLEANOUTEXISTING 10'-0" MULTI-USE PATHNEW YARD SIGNPROPERTY LINE/R.O.W.1/2" = 1'-0"0'2'6"1'1'-6"2'END ELEVATION3L-1NOT TO SCALESHRUB PLANTING DETAIL4L-19'-6"GROUND MOUNTED SIGN LIGHTING.COORDINATE WITH E.C.GROUND MOUNTEDSIGN LIGHTING.COORDINATE WITH E.C.JUNIPERUS HORIZONTALIS 'BLUE FOREST',CREEPING JUNIPER, (14)ERAGROSTIS SPECTABILIS,PURPLE LOVEGRASS(PLUGS, 2'-0" O.C.)3" MIN. PREMIUM SHREDDEDHARDWOOD MULCH2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268WEST 96TH STREETTOWNE ROAD NORTHGENERAL NOTESSITEEXISTINGDRIVEWAY.EXISTINGBUILDING.EXISTINGPARKING.5'-0" SIGN SETBACK4'-9"8'-4"4'-9"IN AREA OF YARDDISTURBED BYCONSTRUCTIONACTIVITIES, FILL RUTSWITH TOPSOIL, GRADEAND RAKE TO MATCHEXISTING GRADE, SEEDAND PROTECT WITHSTRAW MULCH TOREPAIR YARD TOORIGINAL CONDITION.REPLACE LANDSCAPEMATERIAL, TREES,SHRUBS, ETC.,DAMAGED BYCONSTRUCTIONACTIVITIES.SHEET INDEXSHEET TITLE / CONTENTSSHEET NO.L-1A-1A-2E-1C-600YARD SIGN LANDSCAPE PLANYARD SIGN PLANS, ELEVATIONS AND SECTIONSNOTES AND SPECFICATIONSSIGN LIGHTING ELECTRICAL PLANSITE UTILITY PLAN L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE 1/2" = 1'-0" 0'2'6"1'1'-6"2' FACE ELEVATION W E S T 9 6 T H S T R E E T WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN 2 A-1 1" = 10'-0" 0'10'4'8'6'10' SIGN LOCATION PLAN 1 A-1 10'-0" VISION CLEARANCE TRIANGLE AT DRIVEWAY 10'-0"10'-0"10'-0"10'-0"EXISTING ENTRANCE DRIVE EXISTING COMMUNICATIONS MONUMENT EXISTING SEWER CLEANOUT EXISTING 10'-0" MULTI-USE PATH AREA OF NEW LANDSCAPING 13'-538"5'-0"8'-0"2'-15 8" PROPERTY LINE/R.O.W. 1/2" = 1'-0" 0'2'6"1'1'-6"2' END ELEVATION 3 A-11/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 4 A-1 1/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 5 A-1 NEW YARD SIGN 3" = 1'-0" 0'4"2"4" STONE CAP PROFILE 6 A-1358"38"58"12"2"12"12 1 2' 11 2" 1"3"1'-0"KEYNOTES 02.06 02.07 03.01 03.04 03.05 03.06 04.01 04.10 04.11 04.12 04.13 04.14 04.15 04.16 04.17 04.18 04.19 04.20 DRAINAGE FILL. 4" MINIMUM TOPSOIL. CONTINUOUS REINFORCED CONCRETE FOOTING. #4 REBAR AT 10" O.C. #4 REBAR AT 12" O.C. 5(%$5'2:(/6$72&:,7+67'+22. NORMAL WEIGHT CMU FOUNDATION WALL. CAST STONE VENEER WITH METAL WALL TIES 16" O.C. VERTICAL AND 24 " O.C. HORIZONTAL. LIMESTONE CAP. 8" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. 4" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. #4 VERTICAL REBAR AT 32" O.C. HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. #4 ANCHOR PINS. MINIMUM 2 PER CAP SECTION. CONTINUOUS THRU-WALL FLASHING. STAINLESS STEEL DRIP EDGE WITH JOINTS LAPPED AND SEALED. LIMESTONE PANEL WITH CARVED IMAGE AND LETTERING. ANCHOR AT 16" O.C. AROUND PERIMETER OF PANEL. COORDINATE SIZE AND STYLE OF LETTERING WITH OWNER. LIMESTONE PANEL TO HAVE 3/4" REVEAL AROUND PERIMETER. 04.11 04.10 03.0103.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 04.11 04.18 04.17 03.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 5'-0" SIGN SETBACK EXISTING DRIVEWAY. EXISTING BUILDING. EXISTING PARKING. THE PERVIOUS PAVERS AND UNDERGROUND DETENTION SYSTEM IN THIS AREA ARE PART OF THE SITE'S STORM DRAINAGE DETENTION SYSTEM. THE G.C. SHALL PROTECT PERVIOUS PAVERS FROM EXCESSIVE WEIGHT OF CONSTRUCTION EQUIPMENT AND SHALL KEEP THE DRIVEWAY FREE FROM ALL CONSTRUCTION DEBRIS AND DIRT. CONSTRUCTION DIRT AND DEBRIS SHALL BE CLEANED OFF THE PAVERS DAILY. ANY DAMAGE TO THE STORM DETENTION SYSTEM AND/OR BROKEN PERVIOUS PAVERS AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED AND RESTORED TO IT'S PROPER WORKING CONDITION AT THE CONTRACTOR'S EXPENSE. GROUT ALL CAVITIES SOLID. GROUT ALL CAVITIES SOLID.04.20 REVEAL AROUND PANEL 09-11-19 1 1 1 L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE ARCHITECTURAL SPECIFICATIONSSTRUCTURAL NOTESSITE & LANDSCAPING SPECIFICATIONS L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN582'-0"1/4" = 1'-0" 0'4'1'2'3'4' SIGN LIGHT ELECTRICAL PLAN 1 E-1 3'-0" EXISTING COMMUNICATIONS MONUMENT EXISTING 10'-0" MULTI-USE PATH EXTENT OF NEW LANDSCAPING.1'-6"PROPERTY LINE/R.O.W. YARD SIGN 3'-0"1'-6"1'-6"1'-6"EXISTING ENTRANCE DRIVE EXISTING SEWER CLEANOUT PHOTOCELL. MOUNT 2" BELOW STONE CAP ON END OF SIGN WALL. #6 COPPER GROUND LOOP. CONNECT TO EACH LIGHT FIXTURE AND GROUND ROD. 1(:[ 0,1&233(5*5281'52' 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. S1 S1S1 S1 MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. FIELD VERIFY LOCATION OF UNDERGROUND CONDUIT SLEEVE TO PANEL PP2. EXTEND NEW 1" CONDUIT FROM END OF SLEEVE TO NEW SIGN LOCATION. SEE BELOW AND ON SITE PLAN. CONNECT NEW SIGN LIGHTING WIRING TO PP2-29 OR ANY AVAILABLE SPARE CIRCUIT WITH A NEW 20A CIRCUIT BREAKER. 1'-0"3"2'-6"CONDUIT. SEE PLAN FOR SIZE. MIN. 24" BELOW GRADE. CONCRETE BASE. (6)-#4 VERTICAL, #3 TIES AT 12" O.C. FINISH GRADE. INSTALL ELECTRICAL BOX AND ANCHOR FIXTURE TO BASE PER MFR'S WRITTEN INSTRUCTIONS. FORM TOP OF CONCRETE BASE TO SLOPE AWAY FROM FIXTURE. #6 BARE COPPER GROUND WIRE LOOP TO COPPER GROUND ROD. SEE SITE PLAN FOR CONTINUATION. SEE SITE PLAN FOR CONTINUATION. 1" = 1'-0" 0'1'3"6"9"1' GROUND LIGHT BASE DETAIL 2 E-1 LIGHT FIXTURE: S1 DESCRIPTION: GROUND MOUNTED MICRO-FLOOD LED MANUFACTURER: KIM, #EL218-W-3-8L-3K-UV-GR LAMP: (8)- 3,000K, 350mA/10W DRIVE CURRENT VOLTAGE: 120 NOTES: 1. IP66 CERTIFIED TO KEEP DUST AND MOISTURE OUT. 2. FIXTURE BASE DETAIL 2/E-1. 3. OR ARCHITECT APPROVED EQUAL. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. EXISTING DRIVEWAY. EXISTING BUILDING. 5'-0" SIGN SETBACK 1.E.C. IS RESPONSIBLE FOR ALL PERMITS. 2.COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 3.E.C. SHALL PAY ALL UTILITY FEES. 4.ALL UNDERGROUND WIRING SHALL BE IN PVC CONDUIT. 5.PROVIDE GROUNDING AND BONDING PER CURRENT NEC REQUIREMENTS. 6.ALL WIRING TO BE INSTALLED IN CONDUIT. 7.ALL WIRING TO BE #10 COPPER, MINIMUM SIZE. 8.ALL WIRING TO BE CONCEALED. 9.UPDATE TYPEWRITTEN PANEL SCHEDULE AND RE-LABEL CIRCUITS WITH NEW WORK PERFORMED AND/OR ADDED. 10.WORK SHALL INCLUDE START UP AND TESTING OF ADDED SYSTEMS, FURNISHING O&M MANUALS AND ONE YEAR WARRANTY, COMMENCING ON DATE OF ACCEPTANCE. 11.FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED EXCEPT WHERE SPECIFIED APPROVAL FOR SUBSTITUTION IS GIVEN. 12.PROPOSAL SHALL BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT IN ORDER TO PROMOTE COMPETITION. BIDDERS ARE ENCOURAGED TO SUBMIT ALTERNATE MATERIALS THEY WISH TO PROPOSE, INCLUDING ANY PRICE CHANGE AFFECTED BY SELECTION OF THE ALTERNATES. PRICING SHALL INCLUDE ANY COSTS REQUIRED BY OTHER TRADES DUE TO THE ALTERNATE. 13.VERIFY LOCAL CONDITIONS AT SITE. 14.REFER TO MECHANICAL DRAWINGS FOR MOUNTING HEIGHTS AND MOUNTING DETAILS AND NOTES FOR ALL FIXTURES AND EQUIPMENT WHERE APPLICABLE. 15.ALL MOUNTING HEIGHTS SPECIFIED SHALL BE TO THE CENTER OF THE DEVICE. 16.SUBMIT ELECTRONIC FILE OR 4 COPIES OF SHOP DRAWINGS FOR EACH PIECE OF EQUIPMENT AND ALL LIGHT FIXTURES TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO RELEASE OF ITEMS TO VERIFY COMPLIANCE. 17.COORDINATE INSTALLATION AND LOCATIONS OF ALL ITEMS WITH OTHER TRADES PRIOR TO INSTALLATION. FAILURE TO COORDINATE WILL RESULT IN ALL COSTS DUE TO LACK OF COORDINATION BEING PAID BY THE CONTRACTOR WHO FAILED TO COORDINATE. 18.VERIFY ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. 19.ALL WIRING IS SHOWN TO INDICATE CIRCUITING. EXACT ROUTING IS TO BE DETERMINED BY E.C. FURNISH AND INSTALL ALL WIRING REQUIRED FOR A COMPLETE WORKING SYSTEM. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES ALONG DRIVEWAY THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. Drawn ByRevisionsDesigned ByLubavitch of Indiana 2640 West 96th Street Carmel, Indiana 6213 Behner Way Indianapolis, IN 46250 (317) 490-7054 E n g i n e e r i n g , LLC 13295 Illinois Street Suite 142 Carmel, IN 46032 Ph: (317) 663-3206 Fax: (317) 663-3208 www.snellingeng.com landscape architecture & planning 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202 phone: (317) 955-9960 fax: (317) 955-9961 R A , I . All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of such designs or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedence over scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations. Site Utility Plan I 75,111 'Pv �lr It 1 ut G. `7 MIN Receipt#:5554 Carmel City Hall:317-571-2400 Date:2/4/2022 One Civic Square www.carmel.in.gov Payment Receipt Paid ByBrent Bennett Invoice #Case Type Case Number Sub Type -SIGN S-2022-00021 COM Tender Type/Description Amount CREDIT-Credit Card 238.66 - - Sub Total:238.66 Fees: Fees Code /Description Amount SIGNPERMIT-Sign Permit 109.00 SIGNINIMP-Sign Installation Improvement 129.66 - - - - - - Sub Total:238.66 Total Amount Due:238.66 Total Payment:238.66 Received By:ashalit Code:DEFAULT_Recpt5554_4_2_2022_ashalit Page:1 of 1 1 Shalit, Aliza From:Scott Newlin <ScottN@hustonelectric.com> Sent:Wednesday, June 22, 2022 11:23 AM To:Mike Ford; Shalit, Aliza Subject:Re: Lubavitch Yard Sign Construction Documents 051118.pdf There will be two small led flood light per side of the sign that are set back from the sign on each side by about 2‐3’. This is all there will be for the lighting on this sign. Let me know if you need anything else. The lighting is basic and also the locations are shown on what Mike had sent in the drawings. Thank you, Scott Newlin Service Manager at Huston Electric Westfield & Franklin offices Phone Westfield : 317‐804‐9009 Phone Franklin : 317‐868‐8728 Mobile: 765‐586‐8756 Email: scottn@hustonelectric.com 1105 E 181st St, Westfield 114 E Jefferson St, Franklin On Jun 22, 2022, at 10:30 AM, Mike Ford <mikef@hustonelectric.com> wrote: Scott‐ See Aliza’s email. Aliza ‐ Scott is our electrician division Mgr and will get what you need if more is needed. Thx Sent from my iPhone On Jun 22, 2022, at 10:27 AM, Shalit, Aliza <ashalit@carmel.in.gov> wrote: Please be cautious This email was sent from outside of your organization. Hi Mike, If only the lighting is changing, all I need would be the schematics of what is being put in and I will make an update to the exiting permit to reflect the change. As long as the design of the actual monument and its location is not changing, there are no extra fees or issues with this change. 2 If what you sent reflects the final plans, I can get it into the permit and send you an update. Thanks, Aliza Shalit | Sign Permit Specialist ashalit@carmel.in.gov | 317.571.2280 From: Mike Ford <mikef@hustonelectric.com> Sent: Tuesday, June 21, 2022 8:56 AM To: Shalit, Aliza <ashalit@carmel.in.gov>; Scott Newlin <ScottN@hustonelectric.com> Subject: FW: Lubavitch Yard Sign Construction Documents 051118.pdf Aliza‐ Well…we are going to illuminate the sign with spot lights. As you mentioned below, and I have as well, they needed to do smething. With that, are the attached renderings good enough for you re: the lighting? These are the same renderings I sent when permitting for the sign. Please copy Scott, our electrical division mgr., when replying. His team will be the ones doing the electrical. Let him know of any requirements you may need. Thanks, Mike Ford ACCOUNT EXECUTIVE O 317-804-9009 | C 765-431-6905 mikef@hustonelectric.com hustonsigns.com 1105 E. 181st St., Westfield, IN 46074 From: Shalit, Aliza <ashalit@carmel.in.gov> Sent: Tuesday, January 4, 2022 3:59 PM To: Mike Ford <mikef@hustonelectric.com> Subject: RE: Lubavitch Yard Sign Construction Documents 051118.pdf Please be cautious This email was sent from outside of your organization. Hi Mike, 3 Yes, this address is north of 96th street and east of Michigan Rd, which makes it Carmel. You need to submit a Sign Permit application with all the materials required for a permit. In this case the sign area (not the monument) may only be up to 35 sq ft, the monument may only be 6ft in height. The ground sign may only be a minimum of 5 ft from the street right‐of‐way. Looks like the design of the Monument is in accordance with UDO, make sure it matches the architectural style of the building it represents. Please make sure your specs show measurements of the Monument as well as the sign itself. Clear description of materials and lighting (although you say it is non‐illuminated (not even with spot lights? I would recommend some kind of illumination as that road is dark at night and the monument may be hard to see during the evening hours. Also, please submit Letter of Approval from Landlord and tenant (which I think in this case it is one in the same). I hope this helps, Aliza Shalit | Sign Permit Specialist ashalit@carmel.in.gov | 317.571.2280 From: Mike Ford <mikef@hustonelectric.com> Sent: Tuesday, January 4, 2022 3:14 PM To: Shalit, Aliza <ashalit@carmel.in.gov> Subject: FW: Lubavitch Yard Sign Construction Documents 051118.pdf Hi Aliza‐ Wanted to know if 2640 W. 96th St is in Carmel. This is a tough one! Don’t think Indianapolis even though I am being told its an Indy address but know Its close to Zionsville as well. So starting with you. Also, if in you area, anything extra I need to do besides a typical sign permit? See attached layout of sign. It is made of Stone and limestone and non‐illuminated. Thanks, Mike Ford ACCOUNT EXECUTIVE O 317-804-9009 | C 765-431-6905 mikef@hustonelectric.com hustonsigns.com 1105 E. 181st St., Westfield, IN 46074 4 From: Dominic E. Erich <dominic@pioneerdcs.com> Sent: Friday, July 16, 2021 1:15 PM To: Mike Ford <mikef@hustonelectric.com> Cc: Rabbi Grossbaum <rabbi@chabadindiana.org> Subject: Lubavitch Yard Sign Construction Documents 051118.pdf Please be cautious This email was sent from outside of your organization. Hello Mike, Thanks for getting us on the schedule Have a great weekend! “We appreciate your business” Dominic E. Erich | Managing member Mobile 317‐445‐1300 PIONEER Development Consulting Services 3500 Depauw Blvd. Ste. 1110 PMB 1 Indianapolis, IN 46268 L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN582'-0"1/4" = 1'-0" 0'4'1'2'3'4' SIGN LIGHT ELECTRICAL PLAN 1 E-1 3'-0" EXISTING COMMUNICATIONS MONUMENT EXISTING 10'-0" MULTI-USE PATH EXTENT OF NEW LANDSCAPING.1'-6"PROPERTY LINE/R.O.W. YARD SIGN 3'-0"1'-6"1'-6"1'-6"EXISTING ENTRANCE DRIVE EXISTING SEWER CLEANOUT PHOTOCELL. MOUNT 2" BELOW STONE CAP ON END OF SIGN WALL. #6 COPPER GROUND LOOP. CONNECT TO EACH LIGHT FIXTURE AND GROUND ROD. 1(:[ 0,1&233(5*5281'52' 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. S1 S1S1 S1 MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. FIELD VERIFY LOCATION OF UNDERGROUND CONDUIT SLEEVE TO PANEL PP2. EXTEND NEW 1" CONDUIT FROM END OF SLEEVE TO NEW SIGN LOCATION. SEE BELOW AND ON SITE PLAN. CONNECT NEW SIGN LIGHTING WIRING TO PP2-29 OR ANY AVAILABLE SPARE CIRCUIT WITH A NEW 20A CIRCUIT BREAKER. 1'-0"3"2'-6"CONDUIT. SEE PLAN FOR SIZE. MIN. 24" BELOW GRADE. CONCRETE BASE. (6)-#4 VERTICAL, #3 TIES AT 12" O.C. FINISH GRADE. INSTALL ELECTRICAL BOX AND ANCHOR FIXTURE TO BASE PER MFR'S WRITTEN INSTRUCTIONS. FORM TOP OF CONCRETE BASE TO SLOPE AWAY FROM FIXTURE. #6 BARE COPPER GROUND WIRE LOOP TO COPPER GROUND ROD. SEE SITE PLAN FOR CONTINUATION. SEE SITE PLAN FOR CONTINUATION. 1" = 1'-0" 0'1'3"6"9"1' GROUND LIGHT BASE DETAIL 2 E-1 LIGHT FIXTURE: S1 DESCRIPTION: GROUND MOUNTED MICRO-FLOOD LED MANUFACTURER: KIM, #EL218-W-3-8L-3K-UV-GR LAMP: (8)- 3,000K, 350mA/10W DRIVE CURRENT VOLTAGE: 120 NOTES: 1. IP66 CERTIFIED TO KEEP DUST AND MOISTURE OUT. 2. FIXTURE BASE DETAIL 2/E-1. 3. OR ARCHITECT APPROVED EQUAL. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. EXISTING DRIVEWAY. EXISTING BUILDING. 5'-0" SIGN SETBACK 1.E.C. IS RESPONSIBLE FOR ALL PERMITS. 2.COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 3.E.C. SHALL PAY ALL UTILITY FEES. 4.ALL UNDERGROUND WIRING SHALL BE IN PVC CONDUIT. 5.PROVIDE GROUNDING AND BONDING PER CURRENT NEC REQUIREMENTS. 6.ALL WIRING TO BE INSTALLED IN CONDUIT. 7.ALL WIRING TO BE #10 COPPER, MINIMUM SIZE. 8.ALL WIRING TO BE CONCEALED. 9.UPDATE TYPEWRITTEN PANEL SCHEDULE AND RE-LABEL CIRCUITS WITH NEW WORK PERFORMED AND/OR ADDED. 10.WORK SHALL INCLUDE START UP AND TESTING OF ADDED SYSTEMS, FURNISHING O&M MANUALS AND ONE YEAR WARRANTY, COMMENCING ON DATE OF ACCEPTANCE. 11.FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED EXCEPT WHERE SPECIFIED APPROVAL FOR SUBSTITUTION IS GIVEN. 12.PROPOSAL SHALL BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT IN ORDER TO PROMOTE COMPETITION. BIDDERS ARE ENCOURAGED TO SUBMIT ALTERNATE MATERIALS THEY WISH TO PROPOSE, INCLUDING ANY PRICE CHANGE AFFECTED BY SELECTION OF THE ALTERNATES. PRICING SHALL INCLUDE ANY COSTS REQUIRED BY OTHER TRADES DUE TO THE ALTERNATE. 13.VERIFY LOCAL CONDITIONS AT SITE. 14.REFER TO MECHANICAL DRAWINGS FOR MOUNTING HEIGHTS AND MOUNTING DETAILS AND NOTES FOR ALL FIXTURES AND EQUIPMENT WHERE APPLICABLE. 15.ALL MOUNTING HEIGHTS SPECIFIED SHALL BE TO THE CENTER OF THE DEVICE. 16.SUBMIT ELECTRONIC FILE OR 4 COPIES OF SHOP DRAWINGS FOR EACH PIECE OF EQUIPMENT AND ALL LIGHT FIXTURES TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO RELEASE OF ITEMS TO VERIFY COMPLIANCE. 17.COORDINATE INSTALLATION AND LOCATIONS OF ALL ITEMS WITH OTHER TRADES PRIOR TO INSTALLATION. FAILURE TO COORDINATE WILL RESULT IN ALL COSTS DUE TO LACK OF COORDINATION BEING PAID BY THE CONTRACTOR WHO FAILED TO COORDINATE. 18.VERIFY ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. 19.ALL WIRING IS SHOWN TO INDICATE CIRCUITING. EXACT ROUTING IS TO BE DETERMINED BY E.C. FURNISH AND INSTALL ALL WIRING REQUIRED FOR A COMPLETE WORKING SYSTEM. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES ALONG DRIVEWAY THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. L D AA NEW YARD SIGN2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268LUBAVITCH OF INDIANAFOR:1800509 MAY 2018D. L. LOCKWOODD. L. LOCKWOODFIVE1/2" = 1'-0"0'2'6"1'1'-6"2'FACE ELEVATIONWEST 96TH STREET1" = 80'-0"0'80'SITE PLANLOCATION OFNEW YARD SIGN2L-11/4" = 1'-0"0'4'1'2'3'4'SIGN LANDSCAPE PLAN1L-1EXISTING COMMUNICATIONS MONUMENTEXISTING SEWER CLEANOUTEXISTING 10'-0" MULTI-USE PATHNEW YARD SIGNPROPERTY LINE/R.O.W.1/2" = 1'-0"0'2'6"1'1'-6"2'END ELEVATION3L-1NOT TO SCALESHRUB PLANTING DETAIL4L-19'-6"GROUND MOUNTED SIGN LIGHTING.COORDINATE WITH E.C.GROUND MOUNTEDSIGN LIGHTING.COORDINATE WITH E.C.JUNIPERUS HORIZONTALIS 'BLUE FOREST',CREEPING JUNIPER, (14)ERAGROSTIS SPECTABILIS,PURPLE LOVEGRASS(PLUGS, 2'-0" O.C.)3" MIN. PREMIUM SHREDDEDHARDWOOD MULCH2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268WEST 96TH STREETTOWNE ROAD NORTHGENERAL NOTESSITEEXISTINGDRIVEWAY.EXISTINGBUILDING.EXISTINGPARKING.5'-0" SIGN SETBACK4'-9"8'-4"4'-9"IN AREA OF YARDDISTURBED BYCONSTRUCTIONACTIVITIES, FILL RUTSWITH TOPSOIL, GRADEAND RAKE TO MATCHEXISTING GRADE, SEEDAND PROTECT WITHSTRAW MULCH TOREPAIR YARD TOORIGINAL CONDITION.REPLACE LANDSCAPEMATERIAL, TREES,SHRUBS, ETC.,DAMAGED BYCONSTRUCTIONACTIVITIES.SHEET INDEXSHEET TITLE / CONTENTSSHEET NO.L-1A-1A-2E-1C-600YARD SIGN LANDSCAPE PLANYARD SIGN PLANS, ELEVATIONS AND SECTIONSNOTES AND SPECFICATIONSSIGN LIGHTING ELECTRICAL PLANSITE UTILITY PLAN L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE 1/2" = 1'-0" 0'2'6"1'1'-6"2' FACE ELEVATION W E S T 9 6 T H S T R E E T WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN 2 A-1 1" = 10'-0" 0'10'4'8'6'10' SIGN LOCATION PLAN 1 A-1 10'-0" VISION CLEARANCE TRIANGLE AT DRIVEWAY 10'-0"10'-0"10'-0"10'-0"EXISTING ENTRANCE DRIVE EXISTING COMMUNICATIONS MONUMENT EXISTING SEWER CLEANOUT EXISTING 10'-0" MULTI-USE PATH AREA OF NEW LANDSCAPING 13'-538"5'-0"8'-0"2'-15 8" PROPERTY LINE/R.O.W. 1/2" = 1'-0" 0'2'6"1'1'-6"2' END ELEVATION 3 A-11/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 4 A-1 1/2" = 1'-0" 0'2'6"1'1'-6"2' SECTION 5 A-1 NEW YARD SIGN 3" = 1'-0" 0'4"2"4" STONE CAP PROFILE 6 A-1358"38"58"12"2"12"12 1 2' 11 2" 1"3"1'-0"KEYNOTES 02.06 02.07 03.01 03.04 03.05 03.06 04.01 04.10 04.11 04.12 04.13 04.14 04.15 04.16 04.17 04.18 04.19 DRAINAGE FILL. 4" MINIMUM TOPSOIL. CONTINUOUS REINFORCED CONCRETE FOOTING. #4 REBAR AT 10" O.C. #4 REBAR AT 12" O.C. 5(%$5'2:(/6$72&:,7+67'+22. NORMAL WEIGHT CMU FOUNDATION WALL. CAST STONE VENEER WITH METAL WALL TIES 16" O.C. VERTICAL AND 24 " O.C. HORIZONTAL. LIMESTONE CAP. 8" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. 4" NORMAL WEIGHT CONCRETE BLOCK. GROUT ALL CORES SOLID. #4 VERTICAL REBAR AT 32" O.C. HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. #4 ANCHOR PINS. MINIMUM 2 PER CAP SECTION. CONTINUOUS THRU-WALL FLASHING. STAINLESS STEEL DRIP EDGE WITH JOINTS LAPPED AND SEALED. LIMESTONE PANEL WITH CARVED IMAGE AND LETTERING. ANCHOR AT 16" O.C. AROUND PERIMETER OF PANEL. COORDINATE SIZE AND STYLE OF LETTERING WITH OWNER. 04.11 04.10 03.0103.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 04.11 04.18 04.17 03.04 03.05 03.06 03.01 02.06 02.07 04.13 04.12 04.14 04.10 04.15 04.11 04.16 04.18 04.17 04.19 5'-0" SIGN SETBACK EXISTING DRIVEWAY. EXISTING BUILDING. EXISTING PARKING. THE PERVIOUS PAVERS AND UNDERGROUND DETENTION SYSTEM IN THIS AREA ARE PART OF THE SITE'S STORM DRAINAGE DETENTION SYSTEM. THE G.C. SHALL PROTECT PERVIOUS PAVERS FROM EXCESSIVE WEIGHT OF CONSTRUCTION EQUIPMENT AND SHALL KEEP THE DRIVEWAY FREE FROM ALL CONSTRUCTION DEBRIS AND DIRT. CONSTRUCTION DIRT AND DEBRIS SHALL BE CLEANED OFF THE PAVERS DAILY. ANY DAMAGE TO THE STORM DETENTION SYSTEM AND/OR BROKEN PERVIOUS PAVERS AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE REPLACED AND RESTORED TO IT'S PROPER WORKING CONDITION AT THE CONTRACTOR'S EXPENSE. GROUT ALL CAVITIES SOLID. GROUT ALL CAVITIES SOLID. L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE ARCHITECTURAL SPECIFICATIONSSTRUCTURAL NOTESSITE & LANDSCAPING SPECIFICATIONS L D A A NEW YARD SIGN 2640 WEST 96TH STREET, INDIANAPOLIS, INDIANA 46268 LUBAVITCH OF INDIANA FOR: 18005 09 MAY 2018 D. L. LOCKWOOD D. L. LOCKWOOD FIVE WEST 96TH STREET 1" = 80'-0" 0'80' SITE PLAN LOCATION OF NEW YARD SIGN582'-0"1/4" = 1'-0" 0'4'1'2'3'4' SIGN LIGHT ELECTRICAL PLAN 1 E-1 3'-0" EXISTING COMMUNICATIONS MONUMENT EXISTING 10'-0" MULTI-USE PATH EXTENT OF NEW LANDSCAPING.1'-6"PROPERTY LINE/R.O.W. YARD SIGN 3'-0"1'-6"1'-6"1'-6"EXISTING ENTRANCE DRIVE EXISTING SEWER CLEANOUT PHOTOCELL. MOUNT 2" BELOW STONE CAP ON END OF SIGN WALL. #6 COPPER GROUND LOOP. CONNECT TO EACH LIGHT FIXTURE AND GROUND ROD. 1(:[ 0,1&233(5*5281'52' 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. S1 S1S1 S1 MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. MIN. 10" x 10" ELECTRICAL PULL/SPLICE BOX SPACED EVERY 200' MAX. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. 1" CONDUIT WITH (2)-#10, AND (1)-#10 GROUND. FIELD VERIFY LOCATION OF UNDERGROUND CONDUIT SLEEVE TO PANEL PP2. EXTEND NEW 1" CONDUIT FROM END OF SLEEVE TO NEW SIGN LOCATION. SEE BELOW AND ON SITE PLAN. CONNECT NEW SIGN LIGHTING WIRING TO PP2-29 OR ANY AVAILABLE SPARE CIRCUIT WITH A NEW 20A CIRCUIT BREAKER. 1'-0"3"2'-6"CONDUIT. SEE PLAN FOR SIZE. MIN. 24" BELOW GRADE. CONCRETE BASE. (6)-#4 VERTICAL, #3 TIES AT 12" O.C. FINISH GRADE. INSTALL ELECTRICAL BOX AND ANCHOR FIXTURE TO BASE PER MFR'S WRITTEN INSTRUCTIONS. FORM TOP OF CONCRETE BASE TO SLOPE AWAY FROM FIXTURE. #6 BARE COPPER GROUND WIRE LOOP TO COPPER GROUND ROD. SEE SITE PLAN FOR CONTINUATION. SEE SITE PLAN FOR CONTINUATION. 1" = 1'-0" 0'1'3"6"9"1' GROUND LIGHT BASE DETAIL 2 E-1 LIGHT FIXTURE: S1 DESCRIPTION: GROUND MOUNTED MICRO-FLOOD LED MANUFACTURER: KIM, #EL218-W-3-8L-3K-UV-GR LAMP: (8)- 3,000K, 350mA/10W DRIVE CURRENT VOLTAGE: 120 NOTES: 1. IP66 CERTIFIED TO KEEP DUST AND MOISTURE OUT. 2. FIXTURE BASE DETAIL 2/E-1. 3. OR ARCHITECT APPROVED EQUAL. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. EXISTING DRIVEWAY. EXISTING BUILDING. 5'-0" SIGN SETBACK 1.E.C. IS RESPONSIBLE FOR ALL PERMITS. 2.COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 3.E.C. SHALL PAY ALL UTILITY FEES. 4.ALL UNDERGROUND WIRING SHALL BE IN PVC CONDUIT. 5.PROVIDE GROUNDING AND BONDING PER CURRENT NEC REQUIREMENTS. 6.ALL WIRING TO BE INSTALLED IN CONDUIT. 7.ALL WIRING TO BE #10 COPPER, MINIMUM SIZE. 8.ALL WIRING TO BE CONCEALED. 9.UPDATE TYPEWRITTEN PANEL SCHEDULE AND RE-LABEL CIRCUITS WITH NEW WORK PERFORMED AND/OR ADDED. 10.WORK SHALL INCLUDE START UP AND TESTING OF ADDED SYSTEMS, FURNISHING O&M MANUALS AND ONE YEAR WARRANTY, COMMENCING ON DATE OF ACCEPTANCE. 11.FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED EXCEPT WHERE SPECIFIED APPROVAL FOR SUBSTITUTION IS GIVEN. 12.PROPOSAL SHALL BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT IN ORDER TO PROMOTE COMPETITION. BIDDERS ARE ENCOURAGED TO SUBMIT ALTERNATE MATERIALS THEY WISH TO PROPOSE, INCLUDING ANY PRICE CHANGE AFFECTED BY SELECTION OF THE ALTERNATES. PRICING SHALL INCLUDE ANY COSTS REQUIRED BY OTHER TRADES DUE TO THE ALTERNATE. 13.VERIFY LOCAL CONDITIONS AT SITE. 14.REFER TO MECHANICAL DRAWINGS FOR MOUNTING HEIGHTS AND MOUNTING DETAILS AND NOTES FOR ALL FIXTURES AND EQUIPMENT WHERE APPLICABLE. 15.ALL MOUNTING HEIGHTS SPECIFIED SHALL BE TO THE CENTER OF THE DEVICE. 16.SUBMIT ELECTRONIC FILE OR 4 COPIES OF SHOP DRAWINGS FOR EACH PIECE OF EQUIPMENT AND ALL LIGHT FIXTURES TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO RELEASE OF ITEMS TO VERIFY COMPLIANCE. 17.COORDINATE INSTALLATION AND LOCATIONS OF ALL ITEMS WITH OTHER TRADES PRIOR TO INSTALLATION. FAILURE TO COORDINATE WILL RESULT IN ALL COSTS DUE TO LACK OF COORDINATION BEING PAID BY THE CONTRACTOR WHO FAILED TO COORDINATE. 18.VERIFY ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. 19.ALL WIRING IS SHOWN TO INDICATE CIRCUITING. EXACT ROUTING IS TO BE DETERMINED BY E.C. FURNISH AND INSTALL ALL WIRING REQUIRED FOR A COMPLETE WORKING SYSTEM. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES ALONG DRIVEWAY THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. SEE SHEET C-600, SITE UTILITY PLAN FOR EXTENT OF UNDERGROUND UTILITIES IN THIS AREA THAT MAY BE AFFECTED BY NEW CONSTRUCTION. PRIOR TO ANY EXCAVATION PROCEDURES, HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED. Drawn ByRevisionsDesigned ByLubavitch of Indiana 2640 West 96th Street Carmel, Indiana 6213 Behner Way Indianapolis, IN 46250 (317) 490-7054 E n g i n e e r i n g , LLC 13295 Illinois Street Suite 142 Carmel, IN 46032 Ph: (317) 663-3206 Fax: (317) 663-3208 www.snellingeng.com landscape architecture & planning 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202 phone: (317) 955-9960 fax: (317) 955-9961 R A , I . All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of such designs or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedence over scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations. Site Utility Plan � �-. � � i_