07-27-2022 Council Packet - Laserfiche WebLink

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1079 873.34 MHSA 1125885.50TNHXYZ 1135 883.45 TB 1177 873.18 MHSA -0+43 0+00 1+002+003+004+004+21PC: 0+63.50PT: 1+57.75 PC: 3+46.99PT: 4+04.83EP: 4+20.81W.O.LF = 880.2SSSEXIST. 12" PVC SLIP-LINE SANITARYWITHIN 48" RC PIPEW.O. **LE = 893.8LF = 893.8REAR GARAGE = 900.5LO = 897.0W.O. **LE = 887.8LF = 887.8REAR GARAGE = 894.5LO = 891.0EXIST. 8" DIPWATERMAINWATERMAIN UNDER EDGERTONENCASED IN CASINGEXIST. 8" DIPWATERMAINEXIST.HYDRANTEXIST.HYDRANTW.O. **LE = 899.7LF = 899.7REAR GARAGE = 906.4LO = 902.9L.O. **LE = 903.9LF = 900.7REAR GARAGE = 907.4LO = 903.9L.O. **LE = 900.6LF = 897.4REAR GARAGE = 904.1LO = 900.6W.O. **LE = 893.2LF = 893.2REAR GARAGE = 899.9LO = 893.2W.O. **LE = 887.2LF = 887.2REAR GARAGE = 893.9LO = 887.2LE = 880.2LO = 880.2REAR GARAGE = 888.3DDSAN MH 4RIM 904.50INV 894.90SAN MH 3RIM 884.97INV 874.97SAN MH 1RIM 869.5INV 853.6± - W289'-8" PVC @ 7.22%101-8" PVC @ 5.15%SSAN MH 2RIM 879.77INV 869.77 NINV 861.77 EGV153-8" PVC @ 5.34%6" DIP WATERMAINHYDRANT ANDGATE VALVECONNECT TO EXISTING WITHTAPPING VALVE AND SLEEVECB #3(DIA. = 27")RIM 877.00INV 874.00MH #2(DIA. =48")RIM 867.00INV 864.00 - WINV 863.10 - ESUMP 860.00FES #112" RC APRONW/ TRASHGUARDINV 863.0046'-12" HDPE 21.74%12'-12" RCP @ 0.83%FES #415" RC APRONW/ TRASHGUARDINV 863.00CBMH #5(DIA. = 48")RIM 879.16INV W 875.66INV E 863.20CB #6(2' x 3')RIM 879.16INV 876.1627'-12" RCP @ 1.85%50'-15" RCP @ 0.40%23453211B L O C K 1B L O C K 2HYD 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 07.25.2022 NORTH1 INCH = 50 FEET(22" X 34")HORIZONTALPREPARED FOR: CARA BUILDERSC2.1SHEETVILLAS OF GERVAIS LAKE PRELIMINARY UTILITY PLAN CITY OF LITTLE CANADA, MN 600 15 30601 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 BASE 2.DWGMonday, July 25, 2022 12:42:16 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 NOTES