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GREY FOX ROADLEXINGTON AVENUE±5,800 S.F.FFE= 933.00EXTERIOR WASH BUILDINGBUILDING SETBACKBUILDING SETBACKINTERIOR WASH BUILDING±5,300 S.F.FFE= 933.0079 LF - 6" PVC@ 2.00%118 LF - 6" PVC@ 2.00%43 LF - 6" PVC@ 2.00%29 LF - 6" PVC@ 2.00%137 LF - 6" PVC@ 2.00%4 LF - 15" HDPE@ 0.50% (0.00)136 LF - 15" HDPE@ 0.49% (0.00)80 LF - 15" HDPE@ 0.51% (0.00)178 LF - 15" HDPE@ 0.50% (0.00)59 LF - 15" HDPE@ 0.50% (0.00)87 LF - 15" HDPE@ 0.50% (0.00)5 LF - 15" HDPE@ 4.81% (0.00)46 LF - 15" HDPE@ 1.10% (0.00)5 LF - 15" HDPE@ 4.67% (0.00)6 LF - 15" HDPE@ 18.17% (0.00)41 LF - 15" HDPE@ 0.50% (0.00)STR -13RE:932.23IE:928.59 NIE:928.49 WSTR -9RE:931.65IE:928.22 NEIE:928.12 SSTR -10RE:930.94IE:925.76 NIE:925.76 EIE:925.66 SSTR -11CONSTRUCT OVER EXISTING 6" SERVICEFIELD VERIFY INVERT AND LOCATION OF PIPERE:930.75IE:924.80 NSANITARY SERVICE CONNECTIONIE:929.80 SWSANITARY SERVICE CONNECTIONIE:929.17 SCBMH 4RE:931.90IE:923.20 NEIE:923.10 WCB 1RE:932.04IE:923.98 SCB 8RE:932.32IE:924.61 NIE:924.51 WCB 2RE:931.68IE:923.96 NIE:923.86 SWCB 9RE:931.82IE:923.62 EIE:923.52 WCB 14RE:931.28IE:925.64 WCB 6RE:930.88IE:922.69 EIE:922.69 SEIE:925.64 WCB 11RE:931.10IE:923.22 EIE:923.12 NWCONNECTION FROM UNDERGROUNDDETENTION SYSTEM TO FILTERIE:923.70 NCATCH BASIN CONNECTION TOUNDERGROUND DETENTION SYSTEMIE:925.40 ECATCH BASIN CONNECTION TOUNDERGROUND DETENTION SYSTEMIE:925.40 ECONNECTION FROM FILTERTO STORMWATER PIPEIE:921.90 S6" COMBINED WATERSERVICE CONNECTION6" VALVE AND HYDRANTTRANSFORMER6" COMBINED WATERSERVICE CONNECTION45° BEND45° BENDCONNECT TO EXISTING 12"WATERMAIN WITH 12" X 6"WET TAP & 6" GATE VALVE45° BENDMAINTAIN 18" OF VERTICALSEPARATION& INSULATEDWATERMAIN AS NEEDEDPIPE CROSSINGSANITARY IE: 925.20STORM IE: 924.69CLEARANCE: 0.51'PIPE CROSSINGSANITARY IE: 927.02STORM IE: 924.30CLEARANCE: 2.73'PROPOSED STORMWATER MANHOLEIE:921.40 NWASH WATERRECLAMATIONSYSTEM - REFERTO PLUMBINGPLANSCB 26RE:932.84IE:924.82 SPROPOSED BAYFILTER UNDERGROUND FILTERCHAMBER CAPABLE OF FILTERING 11,800 CFOF STORMWATER WITHIN 48 HOURS OF STORMEVENT, OR APPROVED EQUIVALENT STORMTECH SC-740 STORMWATERMANAGEMENT SYSTEM (175 CHAMBERS,13,660 CF STORAGE MINIMUM), ORAPPROVED EQUIVALENTCONNECTION FROM UNDERGROUNDDETENTION SYSTEM TO FILTERIE:924.80 S6" GATE VALVE6" GATE VALVECITY COMMENTS 11/16/2023 JFJThis 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 NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Crew Carwash\Arden Hills\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg November 16, 2023 - 3:12pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSANITARY SEWER MANHOLESANITARY SEWERWATERMAINGATE VALVEHYDRANTTEEREDUCERUNDERGROUND ELECTRICTELEPHONEGAS MAINSTORM SEWERLEGENDCOSANITARY CLEANOUTCOEXISTING PROPOSEDUTILITY PLAN NOTES1. INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATEPLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS.2. CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.3. CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.4. SANITARY SEWER PIPE SHALL BE:PVC: ASTM D-2729, D-3034PVC SCH 40: ASTM D-1785, F-714, F-894SANITARY SEWER FITTINGS SHALL BE:PVC: ASTM D-2729, D-3034PVC SCH40: ASTM D-2665, F-2794, F-18665. WATER MAIN PIPE SHALL BE:PVC: ASTM D-1785, D-2241, AWWA C-900DUCTILE IRON: AWWA C115WATER MAIN FITTINGS SHALL BE:PVC: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907DUCTILE IRON: AWWA C-153, C-110, ASME 316.45. STORM SEWER PIPE SHALL BE:RCP: ASTM C-76HDPE: ASTM F-714, F-894PVC: ASTM D-2729PVC SCH40: ASTM D-1785, D-2665, F-794DRAIN TILE SHALL BE:PE: ASTM F-6667PVC: ASTM D-2729STORM SEWER FITTINGS SHALL BE:RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE: ASTM D-3212PVC: ASTM D-2729, JOINTS PER ASTM D-3212PVC SCH40: ASTM D-2665, F-794, F-18666. WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH,AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFYTHE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THEPROPOSED DESIGN OF THE PROJECT.7. PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSEDUNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.8. MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES.9. FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTSSUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR ASINDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.10. MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSESWATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THESANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVEMECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THECROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATEFASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATIONMEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).12. ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED INTHE TRENCH AND TERMINATED PER THE DETAILS.13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIORTO PLACING BACKFILL.14. IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSEDFINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONEFOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID.15. REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICECONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOWDEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING.16. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS ANDSPECIFICATIONS.18. REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITELIGHTING AND ELECTRICAL EQUIPMENT.19. EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARYSEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TOTHE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS.20. EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALSSHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFFTHE CONSTRUCTION SITE.21. COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OFTHE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS.22. WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVEDAREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATIONA MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE.23. ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS.24. ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED ANDWATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITHNON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES.25. CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCALCODE REQUIREMENTS.PREPARED FORUTILITY PLANC600CREW CAR WASH ARDEN HILLSCREW CAR WASHARDEN HILLSMNNORTH
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