02-08-2023 Council Packet - Laserfiche WebLink

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GVGV34 2 1 1 B L O C K 1 B L O C K 2 H Y D-0+430+001 + 0 0 2+003+004+004+68 PC: 0+40.00PT: 1+34.25EP: 4+67.572 SB-2 SB-1 SB-3 SB-4 SB-5 OUTLOT A 863864863864861.75861.75865866866 866866 864863 3 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 01.02.2023 NORTH 1 INCH = 50 FEET(22" X 34")HORIZONTALPREPARED FOR: CARA BUILDERST1SHEETVILLAS OF GERVAIS LAKE TITLE SHEET, NOTES & LEGEND CITY OF LITTLE CANADA, MN 50025501001 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 9.DWGWednesday, December 21, 2022 10:11:16 AMPRELIMINARYSHEET INDEXC0TITLE SHEET, NOTES & LEGENDGRADING AND DRAINAGE PLANC1.1PLAN/PROFILE - STREETC2.1GENERAL 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 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENTOF 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.1.REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS ASREQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL.2.ALL MATCH POINTS AND PAVEMENT PATCHES TO BE SAW-CUT AT FULLDEPTH.3.RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION.STORM SEWER NOTES1.PROPOSED STORM SEWER PIPE SHALL BE:1.1.REINFORCED CONCRETE PIPE (RCP) WITH R-4 GASKETS ONLY2.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.VICINITY MAPSTORMWATER POLLUTION PREVENTION PLAN (SWPPP)C4.1STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C4.2EXISTING CONDITIONS / CERTIFICATE OF SURVEYDEVELOPER & OWNER CARA BUILDERSSEAN KEATTS1475 18TH AVE NWNEW BRIGHTON, MN 55112651.468.5725Sean@CaraBuilders.comTITLE SHEET, NOTES & LEGENDVILLAS OF GERVAIS LAKELITTLE CANADA, MINNESOTAPLAN/PROFILE - SANITARY & WATERMAINC2.2SURVEYOR EG RUD & SONS, INC.JASON RUD6776 LAKE DRLINO LAKES, MN 55014651.361.8225JRud@egrud.comENGINEER PLOWE ENGINEERING, INC.ADAM GINKEL6776 LAKE DRLINO LAKES, MN 55014651.361.8234Adam@plowe.comC3.11.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 ONLY2.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 NOTESBITUMINOUS NOTESPLAN/PROFILE - SANITARY SEWERC2.3PLAN/PROFILE - STORM SEWERC2.4DETAILSC3.2DETAILSC3.3DETAILSC3.4DETAILSC3.5DETAILSC3.6DETAILSCONSTRUCTION PLANS9-14-22PLAN/PROFILE - BASIN A OUTLETC2.5(GUTTERLINE, BITUMINOUS SURFACE, OR GROUNDSURFACE UNLESS OTHERWISE INDICATED)LEGENDEXISTING WATER MAINEXISTING STORM SEWERPROPOSED WATER PIPEEXISTING OVERHEAD ELECTRICEXISTING UTILITY POLEEXISTING SANITARY SEWERPROPOSED FORCEMAIN PIPEPROPOSED INLET PROTECTIONPROPOSED STORM SEWER PIPEPROPOSED STORM MANHOLEPROPOSED GATE VALVEPROPOSED HYDRANTPROPOSED FLARED-END SECTIONEXISTING FENCE LINEEXISTING RETAINING WALLPROPOSED RIP-RAPGV PROPOSED DIRECTION OF DRAINAGEPROPOSED POINTSEXISTING GAS VALVEEXISTING UNDERGROUND GAS910.35EXISTING SANITARY SEWER MANHOLEGVSTEXISTING SIGNEXISTING TELEPHONE PEDESTALEXISTING CONTOURSEXISTING HYDRANTPROPOSED CATCH BASINH Y DPROPOSED IRON-ENHANCED SAND FILTER MEDIARWMWD COMMENTS9-21-22PUBLIC WORKS DIRECTORBILL DIRCKS515 LITTLE CANADA RD ELITTLE CANADA, MN 55117651.766.4029Bill.Dircks@LittleCanadaMN.orgCITY ENGINEER BOLTON & MENKERICK SEABURG3507 HIHG POINT DR NBLDG 1 SUITE E130OAKDALE, MN 55128763.732.8751Eric.Seaburg@Bolton-Menk.comREVIEWED & APPROVED FOR CONSTRUCTIONERIC SEABURGEROSION CONTROL PLANC1.2CITY REVIEW COMMENTS11-30-22 SB-5SOIL BORINGS (BY ITCO ALLIED)REVISED LOT LAYOUT1-3-23