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RECYCLING AND WASTECONTAINER8 YARD6'-11" x 6'-10"CODD <br />DDPROPOSED SANITARY SEWER SERVICES.REF MEP PLANS AND CARWASHEQUIPMENT PLANS FOR DETAILSPROPOSED RECLAIM TANKS. SEECARWASH EQUIPMENT PLANS FOR DETAILSNATURAL GAS SERVICEPROPOSED SAND/OIL SEPARATOR. SEECARWASH EQUIPMENT PLANS FOR DETAILSTELECOMM SERVICECONNECT COMM IN EASEMENT.CONTRACTOR TO COORDINATE ANDVERIFY WITH FRANCHISE UTILITYCOMPANIES ON EXACT LOCATIONCONNECT GAS IN ROW. CONTRACTOR TOCOORDINATE AND VERIFY WITH FRANCHISEUTILITY COMPANIES ON EXACT LOCATIONELECTRIC SERVICEPROPOSED TRANSFORMERCONNECT POWER IN EASEMENT.CONTRACTOR TO COORDINATE ANDVERIFY WITH FRANCHISE UTILITYCOMPANIES ON EXACT LOCATIONFIRE AND DOMESTICWATER SERVICECONNECT 6" WATERMAIN TO EXISTINGWM WITH A TEE. CONTRACTOR SHALLVERIFY SIZE AND INVERT PRIOR TOCONSTRUCTIONGATE VALVEUNDERGROUND STORMWATERMANAGEMENT SYSTEM. REFERENCEGRADING PLAN FOR DETAILS.LEXINGTON AVE.ALLEYPROPOSED CAR WASH130' TUNNEL± 5,400 SFSS-1CLEANOUTRE:932.20IE:926.72 WCONNECT TOEXISTING MHIE:926.00 E36 LF - 6" PVC@ 2.00%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Mister Car Wash\Arden Hills, MN\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg December 14, 2023 - 11:51amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600MISTER CAR WASH -ARDEN HILLS, MNCWP WEST, LLCARDEN HILLS MINNESOTAUTILITY PLAN NOTES1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFOREINSTALLATION OF PROPOSED UTILITIES.2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-1785DUCTILE IRON PIPE PER AWWA C1503. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTSSUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUEBOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECTDOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHENCROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE OR STRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALLWATERLINES.N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES,SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION(EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THECENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TOPROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETINGREQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVEDBEFORE BACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITHPROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVEFINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHTLIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAYCOMPRESSION STRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATIONOF ANY NEW LINES.13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONSOF THE CITY OF ARDEN HILLS AND/OR STATE OF MINNESOTA WITHREGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWERLINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ISBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHEREPOSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONSAND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FORINSTALLATION REQUIREMENTS AND SPECIFICATIONS.18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTINGAND ELECTRICAL PLAN.19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARELOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELYOWNED AND MAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITHREACTION BLOCKING.NORTHSANITARY SEWER MANHOLESTORM SEWERSANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTING PROPOSED