11-30-2022 Council Packet - Laserfiche WebLink

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873.34 MHSA 1125885.50TNHXYZ 1135 883.45 TB 873.18 MHSA 871.21 MHSANW.O.LF = 882.9SSSEXIST. 12" PVC SLIP-LINE SANITARYWITHIN 48" RC PIPEW.O. **LE = 893.8LF = 893.8REAR GARAGE = 898.6LO = 897.0EXIST. 8" DIPWATERMAINWATERMAIN UNDER EDGERTONENCASED IN CASINGEXIST. 8" DIPWATERMAINEXIST.HYDRANTEXIST.HYDRANTW.O. **LE = 897.9LF = 897.9REAR GARAGE = 904.6LO = 901.2L.O. **LE = 903.0LF = 899.8REAR GARAGE = 906.5LO = 903.0L.O. **LE = 900.7LF = 897.5REAR GAR. = 904.2LO = 903.9W.O. **LE = 893.5LF = 893.5REAR GARAGE = 900.2LO = 896.7W.O. **LE = 886.7LF = 886.7REAR GARAGE = 893.4LO = 889.9LE = 882.9LO = 896.1REAR GARAGE = 891.0DDSGV6" DIP WATERMAIN343211B L O C K 1B L O C K 2HYD -0+43 0+00 1+002+003+004+004+54 PC: 0+63.50PT: 1+57.75 PC: 3+77.54EP: 4+54.000+001+002+003+003+22D2SAN MH 4RIM 903.30INV 893.30SAN MH 3RIM 883.75INV 873.75SAN MH 1RIM 869.5INV 853.6± - W313'-8" PVC @ 6.24%101-8" PVC @ 5.15%SAN MH 2DROP MHRIM 879.10INV 869.10 NINV 861.77 EHYDRANT ANDGATE VALVECONNECT TO EXISTING WITHTAPPING VALVE AND SLEEVECB #3(DIA. = 27")RIM 878.00INV 874.00MH #2(DIA. =48")RIM 867.00INV 864.00 - WINV 863.10 - ESUMP 860.00FES #112" RC APRONW/ TRASHGUARDINV 863.0050'-12" HDPE 20.00%12'-12" RCP @ 0.83%FES #415" RC APRONW/ TRASHGUARDINV 864.00CBMH #6(DIA. = 48")RIM 878.55INV W 875.05INV E 864.30CB #7(2' x 3')RIM 878.55INV 875.5527'-12" RCP @ 1.85%57'-15" RCP @ 0.35%119-8" PVC@ 6.87%MH #5PRE-TREATMENTSWIRL CHAMBER15'-15" RCP @ 0.67%15'22-2039FAX: (651) 361-8701PHONE: (651) 361-8210LINO LAKES, MN 550146776 LAKE DRIVESUITE 110SITE PLANNING& ENGINEERINGPLOWEENGINEERING, INC.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Date: License No. 43963 ADAM GINKEL 08.05.2022 NORTH1 INCH = 50 FEET(22" X 34")HORIZONTALPREPARED FOR: CARA BUILDERSC2.1SHEETVILLAS OF GERVAIS LAKE PRELIMINARY UTILITY PLAN CITY OF LITTLE CANADA, MN 6001530601 2 4 5 6 7 8 3 CWPAGCHECK BY:DRAWN BY:22-2039DATE:JOB NO:07/25/22DESCRIPTIONDATENO.S:\PLOWE\CAD\22PROJ\2039 LITTLE CANADA\2039 CAD\2039 BASE 4 (NEW LAYOUT).DWGFriday, August 5, 2022 1:53:05 PMPRELIMINARY GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPEAND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BEACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLEFOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OFUTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.2.CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANYEXCAVATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, ANDLOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO THE START OF INSTALLATIONS.4.INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES (MOST CURRENT EDITION) ANDMNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (MOSTCURRENT EDITION).5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.6.NOTIFY CITY OF EAST BETHEL A MINIMUM OF 48 HOURS PRIOR TO THECOMMENCEMENT OF CONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDINGSERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATEUTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONSSHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.STORM SEWER NOTES1.PROPOSED STORM SEWER PIPE SHALL BE:1.1.REINFORCED CONCRETE PIPE (RCP) WITH R-4 GASKETS1.2.HIGH DENSITY POLYEHTYLENE PIPE (HDPE)2.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORMSEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANYINSTALLATIONS.3.STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THEFLARED-END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTEDFROM PAYMENT LENGTH OF PIPE.4.TRASH GUARDS ARE ONLY REQUIRED FOR 24" PIPE AND LARGER.5.RIP-RAP IS REQUIRED AT ALL PIPE DISCHARGE POINTS. RIP-RAP SHALLBE TYPE III WITH TYPE IV OR TYPE V GEOTEXTILE FABRIC.1.PROPOSED SANITARY SEWER PIPE SHALL BE:1.1.MAIN: PVC SDR 351.2.SERVICES: PVC SCHEDULE 402.FIELD VERIFY SIZE, ELEVATION AND LOCATION OF EXISTINGSANITARY SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ANY INSTALLATIONS.3.CONTRACTOR TO CONTACT CITY ENGINEERING DEPARTMENT AT LEAST48 HOURS PRIOR TO CONNECTION TO EXISTING PUBLIC SANITARYSEWER.1.PROPOSED WATERMAIN PIPE SHALL BE:1.1.MAIN: DIP CL 52 -OR- PVC AWWA C900 DR-181.2.SERVICES: COPPER TYPE K -OR- HDPE PE 4710-250 PSI ANDSIDR 7 (IPS)2.ALL PLASTIC WATERMAIN PIPE SHALL HAVE TRACER WIRE.3.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTINGWATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TOANY INSTALLATIONS.4.MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER ALL WATERMAINPIPE.5.PROVIDE PREFORMED INSULATION, PPG FOAMGLASS, OR APPROVEDEQUAL WHERE SANITARY SEWER OR STORM SEWER CROSSES WITHIN24" OF WATERMAIN.6.WATERMAIN SHUTOFF REQUIRES A MIN. 48 HOUR NOTICE TO PUBLICWORKS AND ALL AFFECTED PROPERTY OWNERS.SANITARY SEWER NOTESWATERMAIN NOTESRESUBMIT8-5-22