The URL can be used to link to this page

2026-08-14-SitePlans_AviendaDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C1.0-COVER SHEET.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIES PRELIMINARY PLANSCLIENT:ENGINEER/LANDSCAPE ARCHITECT:ARCHITECT:AVIENDA RETAIL CENTERSHEET INDEX:FOR:VICINITY MAP- NOT TO SCALEC1.0COVER SHEETMEASURE GROUP - PETE MOREAU, PEPO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: PMOREAU@MEASUREGRP.COMMEASURE GROUP - JOSH MCKINNEY, PLAPO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: JMCKINNEY@MEASUREGRP.COMHEMPEL REAL ESTATE - RICK MCKELVEY800 LA SALLE AVE, SUITE 1250MINNEAPOLIS, MN 55402PH: 612-919-5294EMAIL: RMCKELVEY@HEMPELCOMPANIES.COMSheetNumberSheet TitleC1.0COVER SHEETC2.0DEMOLITION PLANC3.0OVERALL SITE PLANC3.1NORTH WEST SITE PLANC3.2NORTH EAST SITE PLANC3.3WEST SITE PLANC3.4EAST SITE PLANC3.5SOUTH WEST SITE PLANC3.6SOUTH EAST SITE PLANC4.0GRADING PLAN OVERALLC4.1GRADING NORTHWESTC4.2GRADING NORTHEASTC4.3GRADING WESTC4.4GRADING EASTC4.5GRADING SOUTHWESTC4.6GRADING SOUTHEASTC5.0UTILITY PLAN OVERALLC5.1UTILITY NORTHWESTC5.2UTILITY NORTHEASTC5.3UTILITY WESTC5.4UTILITY EASTC5.5UTILITY SOUTHWESTC5.6UTILITY SOUTHEASTC6.0STORMWATER PLAN OVERALLC6.1STORMWATER NORTHWESTC6.2STORMWATER NORTHEASTC6.3STORMWATER WESTC6.4STORMWATER EASTC6.5STORMWATER SOUTHWESTC6.6STORMWATER SOUTHEASTC7.0PHASE 1 EROSION CONTROLC7.1PHASE 2 EROSION CONTROLC7.2SWPPP NARRATIVEC7.3SWPPP NOTESC8.0SITE DETAILSC8.1ADA DETAILSC8.2ADA DETAILSC8.3EROSION CONTROL DETAILSC8.4UTILITY DETAILSC8.5UTILITY DETAILSC8.6STORM SEWER DETAILSL1.0LANDSCAPE PLAN - OVERALLL1.1LANDSCAPE PLAN NORTHWESTL1.2LANDSCAPE PLAN NORTHEASTL1.3LANDSCAPE PLAN WESTL1.4LANDSCAPE PLAN EASTL1.5LANDSCAPE PLAN SOUTHWESTL1.6LANDSCAPE PLAN SOUTHEASTL2.0LANDSCAPE DETAILS AND NOTESL2.1LANDSCAPE DETAILSTHIELEN & GREEN7455 VILLAGE DRIVE, SUITE 110LINO LAKES, MN 55014PH: 763-553-7927EMAIL:SITELYMAN BLVDAVIENDA PKWY BLUFF CREEK BLVDPOWERS BLVD US 2 1 2 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.BASIN 28PEAST POND 11.4P EAST CENTRAL BASIN 1P BLUFF CREEK EASTBASIN 48PSUNSET TRAILΔ=3°38'07"R=978.00L=62.05Δ=86°21'53"R=54.00L=81.40L=340.37R=2355.00Δ=8°16'52"L=255.82R=1136.00Δ=12°54'09"Δ=34°18'40"R=94.00L=56.29Δ=32°09'21"R=66.00L=37.04Δ= 4 4 ° 01'18"R= 6 6.00 L = 5 0.71 Δ = 2 6 ° 4 0 '33"R= 9 4 . 0 0L = 4 3 .76Δ=5°01'39"R=952.77L=83.60L=244.30R=952.77Δ=14°41'28"ONLY100-YR HWL = 914.38BTM = 912.53>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21>>LYMAN BLVD.POWERS BLVD.100-YR HWL = 910.87 BTM = 906.43100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OEFESINV = 906.34FESINV = 903.96CBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PEAST POND 11.4PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53100-YR HWL = 904.80 BTM = 904.00 POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALREMOVE EX.STORMSTRUCTUREREMOVE EX.STORMSTRUCTUREREMOVE EX.STORM LINEREMOVE CURB & GUTTERAS SHOWNREMOVE EXISTINGBITUMINOUSPROTECT EXISTING CURB& GUTTERPROTECT EXISTINGSIDEWALKPROTECT EXISTING CURB& GUTTERPROTECT EXISTING CURB& GUTTERPROTECT EXISTINGSIDEWALKPROTECT EXISTING CURB& GUTTERREMOVE EXISTINGBITUMINOUS TRAILFOR UTILITYCONNECTIONDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C2.0-DEMOLITION PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC2.0DEMOLITION PLANLEGENDEXISTINGPROPOSEDPROPERTY BOUNDARYLOT LINESETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERFENCERETAINING WALLSCALE IN FEET0160801.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TOCONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK.2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS.THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHICMAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPTEXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALLHAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYORAND SUBMIT IT TO THE OWNER FOR REVIEW.3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING INALOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITHAPPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING,DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ONTHE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PERTHE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROMTHE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLEFOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.5.. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTINGBUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.6. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVALAND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITYCOMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FORSERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.7. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWNON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMESNO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIORTO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OFUTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATEONE CALL AT 800-252-1166 OR651-454-0002.8.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TOBE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ONTHE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANYANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTIONAND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK.UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDINGINCLUDING 10' BEYOND FOUNDATIONS.9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHTOF WAY DURING CONSTRUCTION.10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., TO THE BEST PRACTICES.11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLEDAND APPROVED BY THE LOCAL AUTHORITY.13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHEREIT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURREDON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FORITS REMOVAL AND REPAIR.14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANYEXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS.COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED INCOMPLIANCE WITH LOCAL STANDARDS.16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFICAND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVEDBY THE LOCAL GOVERNING AUTHORITY.DEMOLITION NOTES 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>FESINV = 912.67SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALRETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.0OVERALL SITE PLANLEGEND24.46 ACRESPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET016080SHEET C3.2SHEET C3.4SHEET C3.1SHEET C3.3SHEET C3.4SHEET C3.6SHEET C3.3SHEET C3.5SHEET C3.1 SHEET C3.2 SHEET C3.3 SHEET C3.4 SHEET C3.5 SHEET C3.6 SITE DATAZONING INFORMATIONCURRENT SITE ZONING:PROPOSED SITE ZONING:SITE DATATOTAL SITE AREA:BUILDING SETBACKSFRONT:SIDE:REAR:*RETAIL D REQUIRES A DEVIATION FROM SETBACKSPARKINGPARKING SETBACKSTALL DIMENSIONSDRIVE AISLE WIDTHIMPERVIOUS SURFACE30'30'30'9'x18'26' MIN.10'PUDPUD SUNSET TRAILUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALRETAIL A10,600 SFFFE: 924.00DSSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORD18.0'TYP.36.0'26.0'36.0'26.0'18.0'18.0'10.0'26.0'36.0'26.0'36.0'26.0'18.0'R10.0'R3.5'R8.0'R3.5'6.0'48.0'26.0'9.0' TYP.12922556326.0'CC13D4416.0'5111910B1561330'18'10'CC191989'36'24'18'29'6PATIOGROCERY PICK-UPSTALLS1DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.1NORTH WESTSITE PLANLEGENDKEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGSHEET C3.3SHEET C3.2 INTEGRAL CURB13PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGEDTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17 30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL B10,600 SFFFE: 924.00DDSS30'36.0'26.0'18.0'26.2'21.0'26.0'18.0'TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0'R10.0'R10.0'R3.5'R3.5'48.0'9.0' TYP.52222355926.0'C134DC613R15.0'5.5'R265.7'R15.0'4C156C11CCPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.2NORTH EASTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.4SHEET C3.1 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00D18.0'TYP.36.0'26.0'36.0'26.0'18.0'18.0'10.0'26.0'36.0'26.0'36.0'26.0'18.0'26.0'R10.0'R3.5'R3.5'R3.5'R8.0'R3.5'6.0'48.0'26.0'R5.0'R5.0'R10.0'R10.0'R5.0'R3.5'R3.5'5.0'9.0' TYP.14119221515151313151515151414121212121212121212121217175563222226.0'CC1344131FGR10.0'R12.0'R12.0'R3.5'R10.0'6.0'1561336366GBBBRETAINING WALLUNDER DECKINGRETAINING WALLUNDER DECKINGBPATIOPATIO1DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.3WEST SITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.5SHEET C3.4 SHEET C3.1KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE POWERS BLVD.IIIIIIIIIIIIIIIIIIIRETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.0036.0'26.0'18.0'26.2'21.0'26.0'18.0'TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0'R10.0'R10.0'R3.5'R3.5'48.0'R3.5'R3.5'18.0'TYP.26.0'36.0'26.0'26.0'36.0'26.0'R10.0'9.0' TYP.5.5'14141512121215151513131514121212121212111212125575222355252222333322238.0'8.0'926.0'C1344C6R5.0'R3.5'18.0'8.0'18.0'13133551212R15.0'R5.0'R5.0'R20.0'R12.0'R12.0'R3.0'R3.0'R15.0'R15.0'R10.0'R10.0'R15.0'R15.0'26.0'R15.0'R15.0'R8.0'R10.0'13R15.0'135.5'R265.7'R15.0'4R15.0'R15.0'8R15.0'R7.0'R5.0'R5.0'C161617156CBBC1C66666610.0'877CCCCCPATIOPATIOPATIOPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.4EAST SITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.6SHEET C3.3 SHEET C3.2KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 922.3927.8CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.006.0'R15.0'R5.0'18.0'26.0'111R12.0'91922233333661313131FG115.0'123721R5.0'20212018.0'26.0'36.0'26.0'36.0'26.0'18.0'32.0'1GBBBRETAINING WALLUNDER DECKINGRETAINING WALLUNDER DECKINGPATIOPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.5SOUTH WESTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.3SHEETC3.6 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE 30' BUILDING SETBACK10' PARKING SETBACKONLYPOWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASERETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.0036.0'26.0'26.0'36.0'26.0'10.0'R10.0'R18.0'R5.0'R10.0'26.0'R10.0'R15.0'R33.0'R20.0'R20.0'5.5'11R52.0'R10.0'R20.0'R20.0'R8.0'125512910971423323222222233613EE126.0'R5.0'R3.5'18.0'18.0'8.0'18.0'13135.5'18.0'26.0'20.1'26.0'R15.0'R15.0'R15.0'R8.0'R12.0'D1333551212R15.0'R15.0'R15.0'R15.0'R12.0'R15.0'R15.0'R8.0'R10.0'5.0'18.0'TYP.R15.0'R15.0'R15.0'7R15.0'R7.0'R5.0'R5.0'161617CC6R5.0'6666B877PATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.6SOUTH EASTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.4SHEET C3.5 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE ONLYUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEOE OEPROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||D91791891992092192291691791891992092192291 5 915 913 914 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931926927928929930931932933934935926927928929930918919920918919920 915916912913914915916 916 917918 919916917918919920921922923923895 902 906 895 899 907 90 8 9 0 9 910907908 909 902902 909 895895 895 902 895 902 916 917 918 919 920 921 9119129139149 1 59169 1 5 915 918902913914915 917918919920921922917918919920921919920921914 9159169179 1 6916917 902 909909 914 915 916 914915914915 914 915 9 1 3914 914 914 9149159129139149 1 7 9 1 8 919 920 917 918 919 920 921 907908909910907 908 90691591691691791 4 915916917915916919920 925926927928929933934935924925926927928929930931932933934935936937918919920921917916916917899 921 9 2 2 923924924924923923924 924 925923923924 923923923937938936937925926927928929930931932933 93093192892992692791 6 91 7 917905917917 914915916914915916 910911912913912913914913909910911912914914914914 919920921 922923 924925 918 919 920 921 922 923 924 9 1 4 915 905 918919920DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.0GRADING PLANOVERALLSCALE IN FEET016080SHEET C4.2SHEET C4.4SHEET C4.1SHEET C4.3SHEET C4.4SHEET C4.6SHEET C4.3SHEET C4.5SHEET C4.1 SHEET C4.2 SHEET C4.3 SHEET C4.4 SHEET C4.5 SHEET C4.6 GRADING NOTES1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES ASSHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYSITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELYIF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXITPORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACTBUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL ANDSOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OFGRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURFESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OFTRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISEINDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADINGAND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEENPOINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS ANDEXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARETO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTSAFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THECONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNERACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGNCERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, ATMINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BEACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITHFULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OFTHE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKINGAREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITYMETHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS ORPARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTSOF THEORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THEGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER. UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE100-YR HWL = 914.38PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||RETAIL A10,600 SFFFE: 924.00D||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||D-27.2%-1.7%-2.3% -4.6% 8.5% -2.5%0.0%-2.6%-1.6%-1.5%-7.7%4.9%-2.0%-2.0% -32.9%920921922926927928929930931932933934935926 927 928 929 930 923923920921922920921920921933934935924925926927928929930931932933934935936937923924 924 925 923923 924 923923923937938936937925926927928929930931932933 930931922.00922.00921.60922.04922.50923.00922.00922.00921.63922.30922.30922.30922.50922.90922.60922.26923.59923.00920.00924.50923.68923.50922.40924.00920.00 BW924.00 TW921.78922.00922.00922.50923.72924.63925.70922.25923.75922.90923.56925.00924.85923.00922.46924.00924.58922.60923.11923.50922.70922.10922.50922.00923.31922.46922.00922.36938.50924.00 BW924.00 TW923.10 BW923.30 TW922.65 M.E.922.07 M.E.921.64 M.E.921.64 M.E.DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.1GRADINGNORTHWESTSCALE IN FEET06030SHEET C4.3SHEET C4.2 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB UEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASERETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL B10,600 SFFFE: 924.00DDSS-7.8%-1.9% -2.9%-2.8%-1.7%-3.5%-2.1%-1.4%-1.6%-2.5%-2.6%4.9%92092192292092192291 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931920921922923923916 917 918 919 920 921 925926927928929933934921 9 2 2 923924924924923 930931928929926927922.50923.00922.50923.00923.00922.00922.30922.58922.11922.10922.10922.35924.00923.59923.56922.00922.30922.50922.50920.00922.27922.70922.20921.62923.80924.30923.60923.80923.60923.80923.60924.30924.50923.68923.50924.00922.40923.80923.60924.00922.13 E.O.919 920 921 922 923 924 925 918 919 920 921 922 923 924 925.50922.53923.15922.65922.97922.50922.66921.35DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.2GRADINGNORTHEASTSCALE IN FEET06030SHEET C4.4SHEET C4.1 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB 100-YR HWL = 914.38PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00D-1.7%-33.1%-32.4%-33.2%-2.6%-2.3% -2.6% -0.8 % -4.6% 8.5%917918919920921922918 919 920 918 919920 902 917918919920921922917918919920921919920921918917905917917 917.40915.50921.05917.28916.00920.36922.00922.00918.70921.60922.04922.50923.00920.86920.90919.48920.37917.40916.80917.27916.77916.85922.00922.00918.70918.50918.50918.70918.80919.00920.20920.40919.90920.10919.00918.80919.00918.80918.50921.63922.30922.30922.30920.00916.86915.80917.10917.91922.50915.95916.00916.20919.21921.60 M.E.921.78922.00922.46918.00 TW917.00 BW917.61 TW909.00 BW918.00 TW909.00 BW918.12917.50917.50917.10917.10917.90921.39905 917.60 TW909.00 BW917.46918919920921.00 TW909.00 BW920.68 TW909.00 BW917.47 TW909.00 BW917.60 TW910.14 BW917.60 TW910.14 BW917.20 TW917.00 BW917.00 TW917.00 BW917.20 TW917.00 BW917.65 TW909.00 BW917.65 TW909.00 BW917.60 TW909.00 BW916.90 TW909.00 BW917.30916.00922.65 M.E.922.07 M.E.921.64 M.E.921.64 M.E.916.13916.06916.27917.31DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.3GRADINGWESTSCALE IN FEET06030SHEET C4.5SHEET C4.4 SHEET C4.1LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00-2.7%-33.3%-33.3%-33.3%-33.3%-32.4%-2.6%-1.7%-2.2%-2.3%-1.9%-2.6%-5.5%-1.9%-3.5%917918919920921922916917918919920921922915 915 913 914 91 5 91 6 91 7 91 8 91 9916917918919920921 922895 902 906 895 899 907 90 8 9 0 9 910916 917 918 9119129139149 1 5 9169 1 5916917 916916917914915916914915914914915 917918919920 917918919920 921917 899 921 9 2 2 922.50923.00922.50923.00923.00916.85916.69922.00918.70919.00918.80918.50922.30915.80917.10916.00922.58915.30915.99915.50915.00 TW902.00 BW910.99 TW909.68 BW911.00910.85909.90 M.E.910.00 M.E.914.00913.60914.00915.30915.55915.30915.56916.04915.50 E.O.915.75915.99916.24921.35922.11914.35914.35913.60913.35913.10913.60913.32914.85914.85914.42914.30913.60913.60913.10913.10913.60917.00917.25917.00917.88917.65917.92917.71916.33916.59916.34913.10915.50915.62915.11914.75915.00914.85913.37913.52916.45 M.E.916.45 BW921.30 TW916.00 BW921.41 TW915.34 BW922.10922.10922.35913.80914.50914.50914.30914.65923.56918.50918.70918.80919.00922.00922.30922.50922.50920.00921.62922.13 E.O.-1.5%914.42914914 -3.6%-2.5%-1.8%916.59916.59916.84917.47 TW909.00 BW916.18916.89917.74917.38916.49915.95917.30915.82921.52 TW914.80 BW922.00 TW915.00 BW921.92 TW914.68 BW920.63922.50922.66921.37921.35916.13915.78915.92916.06916.27915.82915.96917.31916.51916.63916.48916.71915.46913.86914.17915.09914.01DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.4GRADINGEASTSCALE IN FEET06030SHEETC4.6SHEET C4.3 SHEET C4.2LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||||| -33.1%-32.4%-2.2%-4.9%-1.8%-2.3%-18.9% 23.8%-5.0%2.0%912 9139149159169 1 6 9 1 7 9 1 8 919918902913914915915916916 91791 4 915916917915916919920 91891992092191691691791 6 91 7 917917 917.40915.50913.00914.68916.10917.34917.35917.76917.70920.90 M.E.920.50 M.E.919.55919.09918.88917.20916.64914.93914.40915.26915.21915.26915.92911.70915.70911.50911.20916.08915.50915.78915.45915.92914.50914.70916.50916.93915.00915.24915.58915.16916.26918.00 TW917.00 BW915.15917.86920.56915.659 1 4 915 -2.7 %915.84917.52921.60 M.E.921.52 M.E.920.49921.18919.41918.40917.50917.40917.60917.70917.30918.19918.42918.12917.50917.50917.10917.10917.90917.90917.90905 917.60 TW909.00 BW917.46918919920917.60 TW910.14 BW917.60 TW910.14 BW917.20 TW917.00 BW917.00 TW917.00 BW917.20 TW917.00 BW917.65 TW909.00 BW917.65 TW909.00 BW917.60 TW909.00 BW916.90 TW909.00 BW915.19917.04917.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.5GRADINGSOUTHWESTSCALE IN FEET06030SHEET C4.3SHEET C4.6 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB ONLYUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASERETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.00-2.7%-2.3%-33.3%-33.3%-33.3%-33.3%-33.3%-33.3%-32.4%-2.2%-2.3%-1.7%-1.8%-2.6%-2.2%0.5%-2.1%-3.2%-2.3%915 915915916 895 899 907 90 8 907 908 909 902902 909 895895 895 902 895 902 915 914 915916917902 909909 9149159169149159149159 1 3 914914 914912913914 907908909910907 908 906914 915916917917899 916914 915.00 TW902.00 BW909.00 TW909.50 BW911.80 E.O.914.42914.10913.10911.30914.00913.50914.00913.60914.00913.50914.40914.10913.00913.00913.25914.35914.10914.35913.60913.35913.10913.60914.85914.42913.50913.72914.30913.60913.60913.10913.10913.60913.10913.10913.50913.10913.60913.10913.60913.60913.40913.40917.00917.25917.00917.88917.65916.33916.59916.34914.68911.30914.70916.50913.53913.54913.79915.10915.10915.35915.24914.10913.50913.80913.50913.70913.50914.10914.50914.50914.30914.65915.58915.16916.26914.80914.50914.70914.10915.42915.42915.50915.50915.30915.10915.00915916914915916910911912913 914.20-3.1%912913914913-33.3%909910911912914.07912.07914.50914.42914.06914914-1.5%914.42914914-1.8%916.59916.59916.84915.15914 915.84914.70916.18916.89917.74917.38914.73915.10916.00916.49915.95914.71915.46913.86914.17915.09914.01909.50911.40DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.6GRADINGSOUTHEASTSCALE IN FEET06030SHEET C4.4SHEET C4.5 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB BLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.0UTILITY PLANOVERALLSCALE IN FEET06030SHEET C5.2SHEET C5.4SHEET C5.1SHEET C5.3SHEET C5.4SHEET C5.6SHEET C5.3SHEET C5.5SHEET C5.1 SHEET C5.2 SHEET C5.3 SHEET C5.4 SHEET C5.5 SHEET C5.6 UTILITY NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKENIN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT ORCOMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL ANDINSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD UTILITIESSPECIFICATION AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM).3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYFEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITHTHE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITHTHE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS, AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALLCOORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITYCONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THECITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITYCONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE,INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANYADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.8.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUMOF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN,SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTEREDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESSOTHERWISE SHOWN.9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESSOTHERWISE SHOWN OR NOTED.10.WATERMAIN PIPE SHALL EITHER BE AWWA C900 PVC WITH DUCTILE IRON FITTINGSAND RISERS, OR DIP CLASS 52.11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER (TOP OF PIPE TO FINISH GRADE).INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE THAT IS 8" OR GREATERSHALL BE POLYVINYL CHLORIDE (PVC) SDR 26. SCHEDULE 40 MUST BE USED IS THEPIPE IS 6" OR SMALLER. C900 IS REQUIRED FOR DEPTHS GREATER THAN 20 FEET.SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALLBE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMERWHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARYSEWER SHALL BE TESTED COMPLIANT TO CURRENT MINNESOTA PLUMBING CODE.13.STORM SEWER PIPE:13.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCALGOVERNING AGENCIES.13.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTSOF ASTM F2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTMD2321.13.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2881. APPROVED FITTINGS SHALL MEET JOINTPERFORMANCE REQUIREMENTS OF ASTM D3212. AT PIPE JOINTS, THE SPIGOTSHALL UTILIZE TWO GASKETS MEETING THE REQUIREMENTS OF ASTM F477.INSTALL IN ACCORDANCE WITH ASTM D2321.13.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.13.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPEDIAMETERS 18" AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.14.ALL PORTIONS OF SANITARY & STORM SEWER SYSTEMS, INCLUDING STRUCTURES,LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED INACCORDANCE WITH MINNESOTA RULES, PART 4714 AND CURRENT MINNESOTAPLUMBING CODE. SUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||D12" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC8" 45° BENDHYDRANT8"x6" TEE6" GATE VALVE8" GATE VALVEHYDRANT12"x6" TEE12" 45° BENDS (2)8" C900 PVC8" C900 PVC8" GATE VALVE210 LF - 8" PVC @ 1.0%197 LF - 8" PVC @ 1.0%153 LF - 8" PVC @ 1.0%100 LF - 8" PVC @ 2.0% 75 LF - 8" PVC @ 1.0%197 LF - 8" PVC @ 1.0%SAN MH-100RIM: 922.78IE:910.40 (N)IE:910.40 (E)IE:910.30 (S)SAN MH-101RIM: 922.51IE:911.25 (E)IE:911.15(S)8" SANITARY SERVICE STUBIE:917.358" SANITARY SERVICE STUBIE:911.3044 LF - 8" PVC @ 2.0%SAN MH-103RIM: 924.25IE:915.35 (E)IE:915.35 (S)IE:915.25 (W)SAN MH-102RIM: 923.56IE:913.35 (E)IE:913.25 (W)CONNECT TO SANITARY STUBIE:908.34**CONTRACTOR TOFIELD VERIFY INVERTCONNECT TO EXISTING12" WATERMAIN8" COMBINED FIRE &DOMESTIC SERVICEXXXXCONNECT TO EXISTING8"" WATERMAIN STUBXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.1UTILITYNORTHWESTSCALE IN FEET06030SHEET C5.3SHEET C5.2 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE LYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSS12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC12" C900 PVC12" 45° BENDS (2)45° BENDS (2)HYDRANT8"x6" TEE6" GATE VALVE12"x8" TEE8" GATE VALVE12" GATE VALVE12"x12" TEEHYDRANT12"x6" TEE6" GATE VALVE8" C900 PVC8" C900 PVC8" C900 PVC8"x8" TEE8" GATE VALVE153 LF - 8" PVC @ 1.0%100 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUB22 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:917.40SAN MH-103IE:915.25 (W)SAN MH-104RIM: 924.05IE:916.95 (S)IE:916.85 (W)8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE12" TO 8"REDUCERCOORDINATE WITHCITY OF CHANHASSENON WET TAP OFEXISTING 16" DIPWATERMAINXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.2UTILITYNORTHEASTSCALE IN FEET06030SHEET C5.4SHEET C5.1 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE >>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACES||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||D12" C900 PVC12" C900 PVCHYDRANT12"x6" TEE12" 45° BENDS (2)8" SANITARY SERVICE STUBIE:915.428" COMBINED FIRE &DOMESTIC SERVICECONNECT TO EXISTING12" WATERMAINSAN MH-204RIM: 916.05IE:908.30 (E)IE:908.20(S)XXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.3UTILITYWESTSCALE IN FEET06030SHEET C5.5SHEET C5.4 SHEET C5.1LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE POWERS BLVD.IIIIIIIIIIIIIIIIIII||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.0012" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC 12" 45° BENDS (2)12"x8" TEE8" GATE VALVE12" GATE VALVEHYDRANT12"x6" TEE6" GATE VALVEHYDRANT8"x6" TEE6" GATE VALVE8" C900 PVC8"x8" TEE8" GATE VALVE8" C900 PVC 8"x8" TEES (2)8" GATE VALVES (2)8" C900 PVC8" C900 PVC8"x8" TEE8" GATE VALVE159 LF - 8" PVC @ 0.4%154 LF - 8" PVC @ 0.4%251 LF - 8" PVC @ 0.4%SAN MH-206RIM: 921.00IE:910.05 (E)IE:909.95(S)8" SANITARY SERVICE STUBIE:910.558" SANITARY SERVICE STUBIE:915.4223 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:908.70SAN MH-205RIM: 920.78IE:909.30 (N)IE:909.20 (W)8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" SANITARY SERVICE STUBIE:908.55188 LF - 8" PVC @ 0.4%114 LF - 8" PVC @ 0.4%100 LF - 8" PVC @ 1.0%SAN MH-203RIM: 917.36IE:907.75 (N)IE:907.75 (E)IE:907.75 (E)IE:907.65(S)196 LF - 8" PVC @ 0.4%SAN MH-204RIM: 916.05IE:908.30 (E)IE:908.20(S)XXXXXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.4UTILITYEASTSCALE IN FEET06030SHEET C5.6SHEET C5.3 SHEET C5.2LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE |||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00||||||||||||8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC CONNECT TO EXISTING8" WATERMAIN8"x8" TEE8" GATE VALVE8" COMBINED FIRE &DOMESTIC SERVICE8"x8" TEE8" GATE VALVE202 LF - 8" PVC @ 0.4%22 9 L F - 8 " P V C @ 0 . 4 %SAN MH-200RIM: 914.13IE:905.55 (NE)IE:905.55 (NW)IE:905.45 (S)SAN MH-201ARIM: XXX.XXIE:907.50 (N)IE:907.40 (E)SAN MH-202RIM: 914.45IE:906.90 (N)IE:906.90 (E)IE:906.80(S)8" SANITARY SERVICE STUBIE:915.428" SANITARY SERVICE STUBIE:908.3040 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:906.89CONNECT TO SANITARY STUBIE:905.45**CONTRACTOR TOFIELD VERIFY INVERT8" COMBINED FIRE &DOMESTIC SERVICEXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.5UTILITYSOUTHWESTSCALE IN FEET06030SHEET C5.3SHEET C5.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE ONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>|||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.008" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC 8" 45° BENDS (2)8" 45° BENDS (2)8" 45° BENDS (2)8"x8" TEECONNECT TO EXISTING8" WATERMAIN8" GATE VALVE8" BENDS8" C900 PVC8"x8" TEE8" GATE VALVE8" C900 PVC 8"x8" TEES (2)8" GATE VALVES (2)159 LF - 8" PVC @ 0.4%175 LF - 8" PVC @ 0.4%75 LF - 8" PVC @ .4%229 LF - 8" PVC @ 0.4%64 LF - 8" PVC @ 0.4%SAN MH-200RIM: 914.13IE:905.55 (NE)IE:905.55 (NW)IE:905.45 (S)SAN MH-201RIM: XXX.XXIE:906.55 (N)IE:906.55 (E)IE:906.55 (W)IE:906.45 (SW)SAN MH-202RIM: 914.45IE:906.90 (N)IE:906.90 (E)IE:906.80(S)SAN MH-202ARIM: 913.87IE:907.70 (NE)IE:907.70(SE)IE:907.60(W)SAN MH-201BRIM: 915.25IE:906.95 (E)IE:906.85 (W)8" SANITARY SERVICE STUBIE:915.428" SANITARY SERVICE STUBIE:908.158" SANITARY SERVICE STUBIE:907.2543 LF - 8" PVC @ 1.0%14 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:908.708" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" SANITARY SERVICE STUBIE:908.55188 LF - 8" PVC @ 0.4%114 LF - 8" PVC @ 0.4%100 LF - 8" PVC @ 1.0%SAN MH-203RIM: 917.36IE:907.75 (N)IE:907.75 (E)IE:907.75 (E)IE:907.65(S)196 LF - 8" PVC @ 0.4%XXXXXXXXXXXXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.6UTILITYSOUTHEASTSCALE IN FEET06030SHEET C5.4SHEET C5.5 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDCAD/DWG File Disclaimer:These electronic files (DWG) are provided as-is, forinformation purposes only, and are not constructiondocuments. The user assumes all risk andresponsibility for the interpretation, use, andaccuracy of the data contained herein. The usermust verify all dimensions, site conditions, andspecifications against the final signed/sealed paperor PDF documents. No reliance should be placed onthis file for fabrication or layout. Any modificationsmade to these files are the user's sole risk andliability, and the user agrees to indemnify MeasureGroup from any claims, damages, or expensesresulting from their use.GROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.0STORMWATER PLANOVERALLSCALE IN FEET06030SHEET C6.2SHEET C6.4SHEET C6.1SHEET C6.3SHEET C6.4SHEET C6.6SHEET C6.3SHEET C6.5SHEET C6.1 SHEET C6.2 SHEET C6.3 SHEET C6.4 SHEET C6.5 SHEET C6.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOESTORM SEWER NOTES1.STORM SEWER PIPE:1.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNINGAGENCIES.1.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTMF2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTM D2321.1.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2881. APPROVED FITTINGS SHALL MEET JOINT PERFORMANCE REQUIREMENTS OFASTM D3212. AT PIPE JOINTS, THE SPIGOT SHALL UTILIZE TWO GASKETS MEETING THEREQUIREMENTS OF ASTM F477. INSTALL IN ACCORDANCE WITH ASTM D2321.1.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.1.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18"AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76 WITH R-4 GASKETS.1.6.STORM MANHOLE SIZES SHALL BE VERIFIED BY THE CONTRACTOR AND STRUCTURESUPPLIER FOR COMPATIBILITY WITH CONNECTING PIPE SIZES.FOR GENERAL UTILITY NOTES, SEE SHEET C5.0.PROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE SUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||DSTMH-504RIM: 922.88IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-505RIM: 922.88IE:912.21 (NW)IE:912.21 (SW)IE:912.21 (E)CB-505ARIM: 922.45IE:912.35 (N)IE:912.35 (W)IE:912.35 (E)CB-506RIM: 922.00IE:912.75 (N)IE:912.75 (W)IE:912.75 (SE)CB-507RIM: 922.00IE:913.05 (N)IE:913.05 (S)CBMH-508RIM: 922.00IE:913.82 (E)IE:913.82 (S)CB-506ARIM: 922.00IE:913.97 (S)CB-811RIM: 921.80IE:915.86 (W)IE:915.48 (E)167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5%106 LF - 24" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%27 LF - 18" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%153 LF - 15" HDPE @ 0.5%44 LF - 18" HDPE @ 0.5%TRENCH DRAINRIM: 919.90IE:914.67 (W)142 LF - 12" HDPE @ 0.5%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.1STORMWATERNORTHWESTSCALE IN FEET06030SHEET C6.3SHEET C6.2 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE 30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSSIE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-504ARIM: 922.88IE:911.86 (W)CB-802RIM: 921.55IE:911.46 (E)IE:911.46 (S)STMH-803RIM: 920.47IE:912.58 (N)IE:912.58 (W)CB-804RIM: 921.60IE:912.90 (N)IE:912.90 (S)CB-805RIM: 922.20IE:913.36 (N)IE:913.36 (S)CB-806RIM: 922.20IE:913.85 (W)IE:913.85 (S)CB-807RIM: 923.60IE:914.22 (W)IE:914.22 (E)CB-808RIM: 923.60IE:914.54 (W)IE:914.54 (E)CB-809RIM: 923.60IE:914.86 (W)IE:914.86 (E)CB-810RIM: 923.60IE:915.18 (W)IE:915.18 (E)CB-811RIM: 921.80IE:915.86 (W)IE:915.48 (E)167 LF - 15" HDPE @ 0.5%80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%91 LF - 15" HDPE @ 0.4%280 LF - 24" HDPE @ 0.4%76 LF - 15" HDPE @ 0.4%164 LF - 24" HDPE @ 0.5%78 LF -24" HDPE @ 0.4%117 LF - 18" HDPE @ 0.4%122 LF - 18" HDPE @ 0.4%116 LF - 24" HDPE @ 0.4%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.2STORMWATERNORTHEASTSCALE IN FEET06030SHEET C6.4SHEET C6.1 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE >>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACES||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||DFES-403IE:909.00FES-500IE:909.00CB-502RIM: 915.60IE:909.51 (N)IE:909.51 (E)IE:909.51 (W)IE:909.51 (S)CB-503RIM: 919.00IE:910.20 (N)IE:910.20 (E)IE:910.20 (W)IE:910.20 (S)STMH-504RIM: 922.88IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-505RIM: 922.88IE:912.21 (NW)IE:912.21 (SW)IE:912.21 (E)CB-505ARIM: 922.45IE:912.35 (N)IE:912.35 (W)IE:912.35 (E)IE:912.75 (SE)CB-700RIM: 915.60IE:909.82 (W)IE:909.82 (E)CB-600RIM: 915.60IE:909.82 (E)IE:909.82 (W)CB-701RIM: 915.60IE:909.88 (E)CBMH-901RIM: 917.50IE:913.00 (W)IE:911.00 (E)CB-503ARIM: 918.70IE:910.50 (W)IE:910.50 (E)CB-503BRIM: 918.70IE:910.56 (W)IE:910.56 (E)CB-800RIM: 918.70IE:910.70 (E)IE:910.70 (W)167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5%106 LF - 24" HDPE @ 0.5%124 LF - 24" HDPE @ 0.4%56 LF - 15" HDPE @ 0.5%28 LF - 24" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5%61 LF - 15" HDPE @ 0.5%90 LF - 36" HDPE @ 0.5%12 LF - 36" HDPE @ 0.5%138 LF - 36" HDPE @ 0.5%60 LF - 15" HDPE @ 0.5%12 LF - 15" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%27 LF - 18" HDPE @ 0.5%77 LF - 36" HDPE @ 1.0%12 LF - 15" HDPE @ 0.5%FES-900IE:909.0018 LF - 48" RCP @ 11.1%CB-601RIM: 915.30IE:910.13 (E)IE:910.13 (W)STMH-501HYDRODYNAMICSEPARATORRIM: 918.66IE:909.06 (N)IE:909.06 (S)SUMP: 905.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.3STORMWATERWESTSCALE IN FEET06030SHEET C6.5SHEET C6.4 SHEET C6.1LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE POWERS BLVD.IIIIIIIIIIIIIIIIIII||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00CB-203RIM: 910.10IE:905.51 (N)IE:905.51 (S)CB-204RIM: 910.10IE:905.81 (N)IE:905.81 (S)CB-206RIM: 910.10IE:906.17 (N)IE:906.17 (S)CB-207RIM: 910.10IE:906.53 (N)IE:906.53 (S)CB-208RIM: 911.30IE:906.75 (E)IE:906.75 (S)CB-209RIM: 911.80IE:907.39 (W)CB-301RIM: 910.50IE:905.85 (E)CB-304RIM: 910.60IE:906.83 (S)CB-303RIM: 910.50IE:906.30 (N)IE:906.30 (W)CB-401RIM: 914.40IE:907.26(W)IE:907.26 (E)RIM: 915.60IE:909.51 (N)IE:909.51 (E)IE:909.51 (W)IE:909.51 (S)RIM: 919.00IE:910.20 (N)IE:910.20 (E)IE:910.20 (W)IE:910.20 (S)IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)CB-600RIM: 915.60IE:909.82 (E)IE:909.82 (W)CB-602RIM: 915.30IE:910.27 (S)IE:910.27 (E)IE:910.27 (W)CB-603RIM: 915.30IE:910.39 (E)IE:910.39 (W)CB-604RIM: 915.30IE:910.50 (E)IE:910.50 (W)CB-605RIM: 915.45IE:910.54 (W)CB-602ARIM: 915.30IE:910.55 (E)IE:910.55 (N)CB-602BRIM: 915.30IE:910.67 (W)STMH-504ARIM: 922.88IE:911.86 (W)CB-800RIM: 918.70IE:910.70 (E)IE:910.70 (W)CB-801RIM: 918.70IE:911.00 (N)IE:911.00 (W)CB-802RIM: 921.55IE:911.46 (E)IE:911.46 (S)STMH-803RIM: 920.47IE:912.58 (N)IE:912.58 (W)CB-804RIM: 921.60IE:912.90 (N)IE:912.90 (S)CB-202RIM: 910.10IE:905.45 (N)128 LF - 15" HDPE @ 0.5%167 LF - 15" HDPE @ 0.5%280 LF - 24" HDPE @ 0.4%76 LF - 24" HDPE @ 0.4%124 LF - 24" HDPE @ 0.4%61 LF - 24" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%10 LF - 18" HDPE @ 0.5%73 LF - 15" HDPE @ 0.5%44 LF - 15" HDPE @ 0.5%106 LF - 15" HDPE @ 0.5%24 LF - 15" HDPE @ 0.5%56 LF - 15" HDPE @ 0.5%8 LF - 15" HDPE @ 0.5%23 LF - 15" HDPE @ 0.5%24 LF - 15" HDPE @ 0.5%28 LF - 24" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5%138 LF - 36" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%78 LF -24" HDPE @ 0.4%116 LF - 24" HDPE @ 0.4%CB-205RIM: 910.10IE:906.12 (N)IE:906.12 (S)FES-100AIE:903.50FES-100BIE:902.00OCS-100(ADJUST EXST.)RIM: 909.50IE: 903.30 (W)IE: 899.00 (S)IE: 896.00 (E)CB-601RIM: 915.30IE:910.13 (E)IE:910.13 (W)STMH-501HYDRODYNAMICSEPARATORRIM: 918.66IE:909.06 (N)IE:909.06 (S)SUMP: 905.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.4STORMWATEREASTSCALE IN FEET06030SHEET C6.6SHEET C6.3 SHEET C6.2LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE 922.3927.8|||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00||||||||||||OCS-402RIM: XXX.XXIE:908.23 (W)IE:908.23 (E)FES-403IE:909.00STMH-109RIM: 913.50*IE:907.38 (W/E)*CONNECT TO STUBFIELD VERIFYFES-500IE:909.00CBMH-901RIM: 917.50IE:913.00 (W)IE:911.00 (E)176 LF - 24" HDPE @ 0.5%104 LF - 36" HDPE @ 0.5%96 LF - 24" HDPE @ 0.35%70 LF - 24" HDPE @ 0.35%56 LF - 24" HDPE @ 0.35%97 LF - 36" HDPE @ 1.0%77 LF - 36" HDPE @ 1.0%FES-900IE:909.0018 LF - 48" RCP @ 11.1%DB-105ARIM: 911.30IE:906.17 (S)IE:906.17 (NW)96 LF - 24" HDPE @ 0.35%28 LF - 24" HDPE @ 0.35%DB-108RIM: 911.20IE:907.28 (W)IE:907.28 (E)DB-107RIM: 911.20IE:906.95 (W)IE:906.95 (E)DB-106RIM: 912.20IE:906.60 (W)IE:906.60 (N)CB-104RIM: 915.50IE:905.85 (W)IE:905.85 (E)STMH-105RIM: 914.20IE:906.50 (E)IE:906.37 (S)IE:906.37 (N)77 LF - 24" HDPE @ 0.35%CB-104ARIM: 914.50IE:906.10 (W)IE:906.10 (E)CB-104BRIM: 914.40IE:907.40 (E)15 LF - 24" HDPE @ 0.35%DB-104RIM: 914.10IE:905.80 (W)IE:905.80 (E)DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.5STORMWATERSOUTHWESTSCALE IN FEET06030SHEET C6.3SHEET C6.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE 907.0906.9908.430' BUILDING SETBACK10' PARKING SETBACKONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>|||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.00CB-101HYDRODYNAMIC SEPARATORRIM: 910.10IE: 904.00 (W)IE: 903.00(N)SUMP: 899.00FES-100IE:902.00CB-102RIM: 910.10IE:905.80(S)IE:904.60(N)IE:904.60(W)IE:904.60 (E)CB-200RIM: 910.10IE:904.80 (N)IE:904.80 (S)CB-201RIM: 910.10IE:905.24 (N)IE:905.24 (S)CB-203RIM: 910.10IE:905.51 (N)IE:905.51 (S)CB-204RIM: 910.10IE:905.81 (N)IE:905.81 (S)CB-206RIM: 910.10IE:906.17 (N)IE:906.17 (S)CB-207RIM: 910.10IE:906.53 (N)IE:906.53 (S)CB-300RIM: 910.50IE:905.80 (N)IE:905.80 (W)CB-301RIM: 910.50IE:905.85 (E)IE:905.85 (S)CB-302RIM: 910.50IE:906.15 (E)IE:906.15 (W)CB-304RIM: 910.60IE:906.83 (S)CB-303RIM: 910.50IE:906.30 (N)IE:906.30 (W)CB-400RIM: 914.35IE:906.92 (W)IE:906.92 (E)CB-401RIM: 914.40IE:907.26(W)IE:907.26 (E)CB-103RIM: 910.50IE:905.80 (S)IE:905.28 (W)IE:905.28 (E)104 LF - 36" HDPE @ 0.5%135 LF - 36" HDPE @ 0.5%121 LF - 42" HDPE @ 0.5%CB-202RIM: 910.10IE:905.45 (N)IE:905.45 (E)IE:905.45 (S)38 LF - 36" HDPE @ 0.5%29 LF - 42" HDPE @ 3.5%60 LF - 18" HDPE @ 0.5%70 LF - 18" HDPE @ 0.5%125 LF - 36" HDPE @ 1.0%25 LF - 36" HDPE @ 0.5%88 LF - 36" HDPE @ 0.5%12 LF - 36" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%10 LF - 18" HDPE @ 0.5%73 LF - 15" HDPE @ 0.5%30 LF - 15" HDPE @ 0.5%106 LF - 15" HDPE @ 0.5%34 LF - 36" HDPE @ 1.0%97 LF - 36" HDPE @ 1.0%11 LF - 18" HDPE@ 0.5%CB-205RIM: 910.10IE:906.12 (N)IE:906.12 (S)FES-100AIE:903.50FES-100BIE:902.00JELLYFISH FILTER VAULTSEE DETAILRIM: 909.50IE: 900.00 (W)IE: 899.50 (N)OCS-100(ADJUST EXST.)RIM: 909.50IE: 903.30 (W)IE: 899.00 (S)IE: 896.00 (E)DB-102ARIM: 909.50IE:906.00 (N)32 LF - 15" HDPE @ 0.6%DB-103ARIM: 911.30IE:906.80 (N)40 LF - 15" HDPE @ 2.5%CB-201-ARIM: 910.10IE:905.33 (N)IE:905.33 (E)IE:905.33 (S)17 LF - 36" HDPE @ 0.5%STMH-105RIM: 914.20IE:906.50 (E)IE:906.37 (S)IE:906.37 (N)77 LF - 24" HDPE @ 0.35%15 LF - 24" HDPE @ 0.35%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.6STORMWATERSOUTHEASTSCALE IN FEET06030SHEET C6.4SHEET C6.5 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|S2329||||||||| INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.0PHASE 1EROSIONCONTROLLEGENDPROPOSEDPROPERTY BOUNDARYINDEX CONTOURINTERVAL CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONWATER MAINSANITARY SEWERRETAINING WALLDRAINTILEGRADING LIMITSINLET PROTECTIONSILT FENCE|LODSCALE IN FEET06030DEROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW. 91791891992092192291691791891992092192291 5 915 913 914 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931926927928929930931932933934935926927928929930918919920918919920 915916912913914915916 916 917918 919916917918919920921922923923895 902 906 895 899 907 90 8 9 0 9 910907908 909 902902 909 895895 895 902 895 902 916 917 918 919 920 921 9119129139149 1 59169 1 5 915 918902913914915 917918919920921922917918919920921919920921914 9159169179 1 6916917 902 909909 914 915 916 914915914915 914 915 9 1 3914 914 914 9149159129139149 1 7 9 1 8 919 920 917 918 919 920 921 907908909910907 908 90691591691691791 4 915916917915916919920 925926927928929933934935924925926927928929930931932933934935936937918919920921917916916917899 921 9 2 2 923924924924923923924 924 925923923924 923923923937938936937925926927928929930931932933 93093192892992692791 6 91 7 917905917917 914915916914915916 910911912913912913914913909910911912914914914914 919920921 922923 924925 918 919 920 921 922 923 924 9 1 4 915 905 918919920922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DINSTALL INLET PROTECTIONPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.1PHASE 2EROSIONCONTROLLEGENDSCALE IN FEET06030EROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.PROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTIONSILT FENCELODD-1.50%1000.00E.O. DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.2SWPPP NARRATIVESWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTIONCONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE JULY 31,2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATERFROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT AVIENDA RETAILCENTER. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUSTALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THEFOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURINGCONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR AVIENDA RETAIL CENTER SHALL BECONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR AVIENDA RETAILCENTER IN CHAMHASSEN, MINNESOTA. THE PROJECT SITE IS LOCATED ON 24.46 ACRES SE OF THEINTERSECTION OF LYMAN BLVD & POWERS BLVD.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER: HEMPEL REAL ESTATEOWNER ADDRESS:800 LA SALLE AVE. SUITE 1250MINNEAPOLIS, MN 55402OWNER EMAIL: RMCKELVEY@HEMPELCOMPAINES.COMCONTRACTOR: TBDCOMPANY NAME: TBDIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAININGCOMMENSURATE WITH THEIR TASK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER: MEASURE GROUP, LLCPETER MOREAUPO BOX 10WAYZATA, MN 55391641-583-0173PMOREAU@MEASUREGRP.COMDESIGN OF CONSTRUCTION SWPPP, U OF M 05/31/28SWPPP INSPECTION:TBDBMP INSTALLER:TBDOWNER/OPERATOR RESPONSIBILITIESOWNER·DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.·SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)·COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT·SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TOSPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE.·KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATIONCONDITIONS AS LISTED IN SECTION 13 ARE COMPLETE·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINALSTABILIZATION·IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENTSTORMWATER SYSTEM.·DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.·IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENTPRACTICES, AND OVERSEE THE SWPPP AND CONDUCT INSPECTIONSOPERATOR·COMPLETION OF AN ACCURATE NOI WITH THE OWNER·COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FORCONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)·KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)·COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OFTERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 24.46 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TOGRADING AND A RETENTION BASIN. THE PROPOSED PHASE OF THE DEVELOPMENT WILL CONSIST OF THECONSTRUCITON OF A RETAIL CENTER DEVELOPMENT WITH ASSOCIATED BUILDING, PARKING LOT ANDUTILITY INFRASTRUCTURE.PROJECT AREA = 24.46 ACDISTURBED AREA = X.XX ACEXISTING IMPERVIOUS AREA = 0.0 AC (PHASE 1 & 2 DEVELOPMENTS)PROPOSED IMPERVIOUS AREA = X.XX AC (PHASE 1 & 2 DEVELOPMENTS)PRE-DEVELOPMENT SITE CONDITIONSSITE IS GENERALLY CONSISTENT WITH HSG TYPE "D" SOILS. THE EXISTING SITE GENERALLY DRAINS FROMWEST TO EAST.REFER TO GEOTECHNICAL REPORT DATED XX.XX.XX COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE MAINTAINS THE OVERALL EXISTING DRAINAGE PATTERNS. MOST OF THE SITE DRAINSFROM WEST TO EAST. THE RUNOFF FROM MOST OF THE SITE WILL BE DIRECTED THROUGH STORM SEWERTO THE RETENTION BASIN.STORM WATER MANAGEMENT PLAN·THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF GUIDELINES SET FORTH IN ITEMS7 AND 8 OF THE SWPPP NOTES SECTION.·THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURBAND GUTTER, SWALES AND STORM SEWER PIPE.·THE SITE DRAINAGE WILL BE ROUTED TO PROPOSED STORM SEWER WHICH WILL DISCHARGE TO THERETENTION BASIN .·REFER TO THE PROJECT STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDINGTHE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATERMANAGEMENT CALCULATIONS.·THE SITE STORM WATER RETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL,STATE AND FEDERAL REQUIREMENTS.·TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THEPROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITECONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROLPLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATERPOLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED ORSTORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIALPOLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROMTHE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THESITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.), INLET PROTECTION TO EXISTINGSTRUCTURES AS SHOWN ON PLAN, AND INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3. CLEAR AND GRUB SITE.4. STRIP AND STOCKPILE TOPSOIL.5. ROUGH GRADE THE SITE.6. STABILIZE DENUDED AREAS AND STOCKPILES.7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER, AND UTILITY SERVICES.8. INSTALL INLET PROTECTION AT CATCH BASINS.9. INSTALL STREET SECTION.10. INSTALL CURB AND GUTTER.11. INSTALL PAVEMENT.12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED, AND MULCH.14. REMOVE ACCUMULATED SEDIMENT.15. FINAL GRADE.16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SODAND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROLDEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OFAN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUSMATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSIONFROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMINGOF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANSAND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION:1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADEDAND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROLPLAN.2. CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THECONSTRUCTION PLANS.3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TORECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OFCONSTRUCTION.4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALLSILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACEDOUTSIDE OF SILT FENCES SHOWN ON THE PLAN.DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANSAND SHALL BE IMPLEMENTED DURING CONSTRUCTION:1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSEDSOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OFDISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 22-111, APPLIEDAT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SOD IS NOT USED FOR THE SITE.3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHENGRADING IS COMPLETE.4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITHTOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER.5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THECONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANYCONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BESTABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHINEXISTING SILT FENCES OR OTHER PERIMETER CONTROLS.7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TOBUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIPACCORDING TO THE STANDARD DETAIL.8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF AWRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK ANDINSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY.9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY ORWITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRISREACHES TOP OF DUMPSTER11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (INLET FILTER BAG STRUCTURE INSERT TYPE) BMP'S ARE REMOVED FORFLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHERAGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OFCORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSIONCONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINEDOF VEGETATIVE AND NON-VEGETATIVE COVER TYPES.ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONSINCLUDE:1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLESURFACES ARE VEGETATED FOR FINAL STABILIZATION.2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATEDSEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROMCONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATERQUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURNTHE BASIN TO DESIGN CAPACITY.3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THEEXPECTED FINAL GROWTH DENSITY.4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THEGRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TOTHE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCACONSTRUCTION STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THEPARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITHTHE REQUIREMENTS OF THIS SWPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDEINDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHERQUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THISPLANINSPECTION SCHEDULE:- IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ARAINFALL GREATER THAT 0.5 INCHES.- INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.- INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS(NOT INCLUDING FROZEN CONDITIONS).- SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTIONACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1. RECORD DATE AND TIME OF INSPECTION2. NAME OF PERSON(S) CONDUCTING INSPECTION3. FINDINGS OF THE INSPECTION4. LOCATION AND CORRECTIVE ACTIONS NEEDED5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7. OBSERVED DISCHARGES LOCATIONS8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENTSEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOTCONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETEDWITHIN 7 DAYS.11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTIONAND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY ANDPERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENTCONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUSTINSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POSTRAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITHFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELDCONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROLDEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT:1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER,SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINEDOR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOONAS FIELD CONDITIONS ALLOW.2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE1/2 FULL OF SEDIMENT, FLATTENED TO 12 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FORACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROLSHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENTDEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGEDWITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVEDWITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVESEDIMENT DEPOSITION AND ACCUMULATION TO 1/2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVEACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOWACCESS.5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVEACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THESITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKINGCONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOILMATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY,ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.7. STREET SWEEPING IS REQUIRED ONE TIME PER WEEK AND AFTER RAINFALL OR MORE FREQUENTLY IFDIRECTED BY CITY ENGINEER.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED,ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEENACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATION FORM FROMTHE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHTOF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THEMPCA. OR:2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'SENTIRETY (INCLUDING STREET SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINALOWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION IS EFFECTIVE UPONMIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E.OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMITCOVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED ANDPERMANENTLY ESTABLISHED WITH VEGETATION OR NON-VEGETATIVE COVER; AND3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUETO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE MPCA WITH THE NOTFORM AND IS SUBJECT TO MPCA APPROVAL.METHODS TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOILAPPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,NO-TRAFFIC AREAS, ETC.) SHALL BE USED TO MINIMIZE EROSION, SOIL COMPACTION, AND PRESERVETOPSOIL.AREAS NOT TO BE DISTURBED (BUFFERS, INFILTRATION BASINS, ETC.) SHALL BE PROTECTED WITHCONSTRUCTION OR SILT FENCE BEFORE WORK BEGINS.OPERATOR SHALL DEVELOP METHODS TO MINIMIZE SOIL COMPACTION DURING CONSTRUCTION(INCLUDING GRADING, UTILITY TRENCHES, SUBGRADE PREPARATION) AND SHALL USE TRACKED EQUIPMENTWHEREVER PRACTICABLE.TOPSOIL SHALL BE SALVAGED AND REUSED TO THE EXTENT PRACTICABLE.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS (UNLESS INFEASIBLE) TO CONTROL SEDIMENT.WATERS WITHIN ONE MILE OF SITEPOTENTIAL POLLUTANTLOCATIONCONTROL MEASUREANTIFREEZEVARIOUSSECONDARY CONTAINMENT/DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT/DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINEIN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT/DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENT`CONTRACTORSECONDARY CONTAINMENT/DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROM TIPPINGSOIL AMENDMENTSLANDSCAPE CONTRACTORSECONDARY CONTAINMENTCONCRETETRUCK WASHOUTWASHOUT AREACONCRETE/MORTARMOBILE MIXERS.C / WASHOUT AREASWPPP BMP QUANTITIESSILT FENCE X,XXX LFBIO-ROLL XX LFINLET PROTECTION X EACHCULVERT/ FES PROTECTION X EACHTEMPORARY SEED MIX (22-111) AS NEEDEDPERMANENT SEED MIX XX,XXX SFSOD XX,XXX SFEROSION CONTROL BLANKET X,XXX SFROCK CONSTRUCTION ENTRANCE 2 EACHSTREET SWEEPING1 EACH DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.3SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'SIDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESEBMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.1.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECTIMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT(INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL ORFILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OFTREES.2.DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVETEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OFDIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGHGRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH,MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OFTHE FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIP-RAP,BIO-ROLLS OR ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSISOF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAYBE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVETO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BEINSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAMIS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROLDEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCHAND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS ANDLENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 7 DAYS.3. WORK NEXT TO WETLANDS·PRESERVE A 100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE,PROVIDE REDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENTAREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OFCOMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THEEROSION CONTROL / GRADING PLAN.4. LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FORSLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALLEXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACEWATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILSSHALL BE STABILIZED WITHIN 7 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BETEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIORTO CONSTRUCTION OR DISTURBING A NEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAWBIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IFTEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THENTHE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANYAPPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH ASBULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPETO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.5.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADINGPLAN, UNLESS VELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THEEDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/ORUTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYSBEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDINGTO THE STANDARD DETAIL.6.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULDDISCHARGE TO AN INLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHENCASTINGS ARE NOT IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BYTHE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHENCASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THEOWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS ISNEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS.7.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THESTORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACEWATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION ANDSHALL BE INSTALLED UNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOWVELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS.8.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OFDISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFFFROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM,THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THEBASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENTOF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALLBE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BEDRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADINGCONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENTCAPACITY AND CONTAINMENT.··TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFOREIT ENTERS THE POND, IF·NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THESEDIMENT LEVEL IN THE POND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL(50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGYDISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OFDISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONSALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BEINCIDENTAL TO THE GRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW ANDCONTAIN ENERGY DISSIPATION AT BASIN OUTLET.9.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENTOF THE EXCAVATED SOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREASSHALL BE MINIMIZED TO THE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYSDEPENDING UPON SLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1RESPECTIVELY.10.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITEDRAINAGE ROUTES PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLEDAROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERSEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THESTOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALLBE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BEINCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BECOVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BEINSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPSSHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER /ENGINEER11.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLYDISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATERINCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT):1.CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.2.USE A PORTABLE SEDIMENT TRAP SYSTEM.3.APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENTTRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.4.DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFERAREA.5.PUMP TO A TEMPORARY SEDIMENT BASIN.6.ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.7.DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVINGCHANNELS OR ADVERSELY IMPACT WETLANDS.8.ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTIONDEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRINGDEWATERING.12.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLESLEAVE THE CONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TOPREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTIONENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS ANDMAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACHDAY USING PICK-UP TYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BELENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICESREQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORKSHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS.IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPINGSHALL BE INCREASED.13.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANSTO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREASONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENTCONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUTOPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITYCONTRACTOR WITH APPROVAL FROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES ANDWATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETEWASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREASONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THEWASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFFMUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROMTHE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSEDOF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OFWASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THECONSTRUCTION CONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY ASECONDARY CONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSEFUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALLSPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSALOF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM ORUNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, ANDLOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUSWASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIEDCRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE INCLEANING UP SMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED,DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALLCORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIREDDISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTIONARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATEROR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILLATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGEAREA AT THE END OF EACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIREDJOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTSTHAT POSE A POLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSEDOF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITHTHE MANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIREDDISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OFON A REGULAR BASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THESITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDEREDINCIDENTAL TO THE CONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITEDTO THE FOLLOWING:·RAPID STABILIZATION METHODS ON SLOPES·WATER ON ROADWAYS AND GRADED AREAS·ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDEPETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACTAS PER SPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OFCONSTRUCTION ACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDESDEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTIOND. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OFTHE CURB AND OUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED ANDMAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITHDOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSEDSOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULDHAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADINGAND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TOSTABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGESHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES ANDDISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWERINFRASTRUCTURE BY NON-EROSIVE MEANS.22.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY ORPERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITHCOMMON POINT OF DISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FORADDITIONAL NOTES AND REQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS23.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADEAND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECTAREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILYUNTIL AREA CAN BE FINAL GRADED AND STABILIZED DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.0SITE DETAILS1C8.02C8.03C8.04C8.05C8.06C8.07C8.0 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.1ADA DETAILS1C8.12C8.13C8.14C8.1 1C8.22C8.2DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.2ADA DETAILS DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.3EROSIONCONTROL DETAILS1C8.32C8.33C8.34C8.35C8.36C8.3 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.4UTILITY DETAILS1C8.42C8.43C8.44C8.45C8.46C8.47C8.48C8.4 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.5UTILITY DETAILS1C8.52C8.5 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.6STORM SEWERDETAILS1C8.62C8.63C8.64C8.66C8.65C8.67C8.6RETENTION BASIN CONSTRUCTION SEQUENCING1.Install appropriate temporary erosion control devices to preventsediment from leaving or entering the practice during construction.2.All down-gradient perimeter sediment control bmp's must be in placebefore any up gradient land disturbing activity begins.3.Perform continuous inspections of erosion control practices, especiallyafter each rainfall event.4.Install all utilities (water, sanitary sewer, electric, natural gas, phone,fiber optic, etc) prior to setting final grade of basin.5.Rough grade the site.6.Complete, stabilize, and vegetate all other site improvements.7.Construct and vegetate basin following stabilization of contributingdrainage area. Ensure that critical elevations, such as underdraininvert (if applicable), aquatic bench, and invert of overflow structure (ifpresent) are correct.8.Remove temporary erosion control devices after the contributingdrainage area is adequately vegetated.DEAD POOL VOLUME (>1,800 C.F. PER TRIBUTARY AREA, 3' MIN. TO 10' MAX. DEPTH)12WATER QUALITY VOLUMENURP DESIGN LEVEL 3 (WQV > 1.5" x REGULATED IMPERVIOUS AREA)WATER QUALITY VOLUME (WQV) ELEVATIONTOTAL STORAGE VOLUME ELEVATION915.50911.00909.00TOP OF BASINEMERGENCY SPILLWAYWQV ELEV.NWLBOTTOM OF BASIN3RETENTION BASIN GENERAL NOTES1.In the event that sediment is introduced into the basin during orimmediately following excavation, this material shall be removed fromthe basin prior to continuing construction.2.Design is based on the WQV draining within 48 hours maximum.MAX. 3L:1H SLOPERETENTION BASIN WITH STORMWATER REUSENOT TO SCALE902.00MAINTENANCEACCESS BENCH(SEE PLAN)BOULDER RETAINING WALLW/ FENCE (BY OTHERS)MAX. 3L:1H SLOPE915.00HWLCOMPACTED SUBGRADE (SEE STORMWATER MANUAL FOR SUBGRADE PREPARATION)4LINER MEETING MPCA LEVEL 1 REQUIREMENTS: MIN. 2' THICK CLAY LINEROR APPROVED EQUAL (COORDINATE WITH GEOTECHNICAL ENGINEER)907.50REUSE SHUTOFF ELEV.1.50'WESTEAST916.00909.20904.00902.00895.00909.00900.50909.5032134 ||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||D30' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKING AREA - 12 SPACESPROOF OF PARKING AREA - 7 SPACESDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.0LANDSCAPE PLAN -OVERALLSCALE IN FEET016080SHEET L1.2SHEET L1.4SHEET L1.1SHEET L1.3SHEET L1.4SHEET L1.6SHEET L1.3SHEET L1.5SHEET L1.1 SHEET L1.2 SHEET L1.3 SHEET L1.4 SHEET L1.5 SHEET L1.6 LANDSCAPE NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL ANDINSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBINGCODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYFEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFYWITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMITFEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISELANDSCAPE REQUIREMENTSTOTAL OVERSTORY TREESCOMMERCIAL SITEOVERSTORY TREESCONIFEROUS TREESORNAMENTAL TREESTOTAL TREESREQUIREDPROPOSED2882882881661363LANDSCAPING REQUIRED:357 TREES REQUIRED FOR THE LAKE SUSAN DRAINAGE AREA PER THEAVIENDA REGIONAL STORMWATER PLAN; SHEET L2.1 DATED 3/1/26PREPARED BY LANDFORM.74 TREES LOCATED WITHIN THE AVIENDA APARTMENTS PLAN; SHEET L1.0DATED 6/25/25 PREPARED BY CIVIL SITE GROUP.8%10.3%LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEPARKING LOT PLANTINGAREA REQUIREMENTWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER ||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||DSUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALBUFFER YARD CLASS B- LYMAN BLVD.1,055 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 9 9UNDERSTORY TREES 1717SHRUBS 2626DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.1LANDSCAPEPLANNORTHWESTSCALE IN FEET06030SHEET L1.3LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERSHEET L1.2 ||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSS30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307BUFFER YARD CLASS B- POWERS BLVD625 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 13 13UNDERSTORY TREES 2515SHRUBS 3838DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.2LANDSCAPEPLANNORTHEASTSCALE IN FEET06030SHEET L1.4SHEET L1.1 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER ||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||D>>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 12 SPACESBUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL298 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 9 10UNDERSTORY TREES 1812SHRUBS 2734BUFFER YARD CLASS A232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 1 4UNDERSTORY TREES 2 4SHRUBS 3 4DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.3LANDSCAPEPLANWESTSCALE IN FEET06030SHEET L1.5SHEET L1.4 SHEET L1.1LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER ||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00POWERS BLVD.IIIIIIIIIIIIIIIIIIIBUFFER YARD CLASS B- POWERS BLVD415 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 4 4UNDERSTORY TREES 77SHRUBS 1010DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.4LANDSCAPEPLANEASTSCALE IN FEET06030SHEET L1.6SHEET L1.3 SHEET L1.2LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER |||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||||||||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKING AREA - 7 SPACESBUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL395 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 12 12UNDERSTORY TREES 249SHRUBS 3636BUFFER YARD CLASS A232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 1 4UNDERSTORY TREES 2 4SHRUBS 3 4DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.5LANDSCAPEPLANSOUTHWESTSCALE IN FEET06030SHEET L1.3SHEET L1.6 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER |||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.0030' BUILDING SETBACK10' PARKING SETBACKONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>BUFFER YARD CLASS A- COMMERCIAL570 LINEAR FEET- 20' BUFFER YARD (.6 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 4 4OVERSTORY TREES 4 4UNDERSTORY TREES 77SHRUBS 1010DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.6LANDSCAPEPLANSOUTHEASTSCALE IN FEET06030SHEET L1.4SHEET L1.5 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL2.0LANDSCAPEDETAILS ANDNOTES1L2.02L2.03L2.0MAINTAINED TURF NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THEMN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BEFREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION.2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACEELEVATION OF TRAIL, SLAB, CURB, ETC.3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPERTHAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHINGAND FERTILIZING. SEED MIXTURES HALL BE APPLIED PER THE APPLICATION RATES FOUND IN THE TABLESABOVE.5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL AHEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALLEROSION CONTROL BLANKET.6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATERUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALESINSTALL EROSION CONTROL BLANKET.LOW MAINTENANCE TURF NOTES:1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCEPER MONTH AT 5" HEIGHT2.DO NOT USE HIGH NITROGEN FERTILIZER3.OVERSEED THIN,BARE SPOTS IN FALL4.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON5.IF SEEDED OUTSIDE OF SUMMER MONTHS, A COVER CROP OF WINTER WHEAT.GROUNDCOVER INSTALLATION NOTESPLANTING NOTES1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.2.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATESTEDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITYREQUIREMENTS FOR PLANT MATERIALS.3.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN ORBALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.4.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.5.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORYBEFORE, DURING, OR AFTER INSTALLATION.6.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPEARCHITECT.7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THEWORK SHOWN ON THE PLAN.9.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESSOTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR ANDPLANTS.10.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANTINSTALLATION.11.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONSENTIRELY AT HIS/HER RISK.11.1.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/111.2.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ANDLIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCALPERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEENOBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE4.LANDSCAPE BOULDERS TO BE GRANITE, APPROXIMATELY 36" IN DIAMETER.5.ROCK MULCH TO BE 2" WASHED RIVER ROCK. INSTALL TO (3) THREE INCH DEPTH OVER NON-WOVENGEOTEXTILE FABRIC.LANDSCAPE GENERAL NOTES DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL2.1LANDSCAPEDETAILS1L2.12L2.1SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZETYPEQTYTREESSGACER FREEMANII `SIENNA GLEN`SIENNA GLEN MAPLEB & B2.5"CAL21ARRACER RUBRUM 'RED ROCKET'RED ROCKET RED MAPLE2.5" CAL.B&B28CMACER X FREEMANII `ARMSTRONG`ARMSTRONG FREEMAN MAPLEB & B2.5"CAL25RBBETULA NIGRA `CULLY` TMHERITAGE BIRCHB & B2.5"CAL18DPBETULA PLATYPHYLLA `FARGO` TMDAKOTA PINNACLE BIRCH2.5" CAL.B&B13HBCELTIS OCCIDENTALISCOMMON HACKBERRYB & B2.5"CAL27GBGINKGO BILOBA `AUTUMN GOLD` TMMAIDENHAIR TREEB & B2.5"CAL28IHGLEDITSIA TRIACANTHOS `IMPERIAL`IMPERIAL HONEYLOCUSTB & B2.5"CAL21GDUGYMNOCLADUS DIOICUS `UMNSYNERGY`TRUE NORTH™ KENTUCKY COFFEETREEB & B2.5"CAL13SOQUERCUS BICOLORSWAMP WHITE OAKB & B2.5"CAL9BOQUERCUS MACROCARPABURR OAKB & B2.5"CAL13RPQUERCUS ROBUR X WAREI`LONG`REGAL PRINCE OAK2.5" CAL.B&B28ROQUERCUS RUBRARED OAKB & B2.5"CAL8BLTILIA AMERICANA `BOULEVARD`BOULEVARD LINDENB & B2.5"CAL17PEULMUS AMERICANA `PRINCETON`AMERICAN ELMB & B2.5"CAL20SUBTOTAL:289CONIFERSBSPICEA GLAUCA DENSATABLACK HILLS SPRUCEB & B15SUBTOTAL:15ORN. TREESACBAMELANCHIER CANADENSIS `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRYB & B2"CAL12HTCRATAEGUS CRUS-GALLI `INERMIS`THORNLESS HAWTHORNB & B2.5"CAL8CCMALUS X `COARALBURST`CORALBURST CRABAPPLEB & B2"CAL11SSMALUS X `SPRING SNOW`SPRING SNOW CRAB APPLEB & B2"CAL6JLSYRINGA RETICULATAJAPANESE TREE LILACB & B2"CAL5ILSYRINGA RETICULATA `IVORY SILK`IVORY SILK JAPANESE TREE LILACB & B2"CAL19SUBTOTAL:61PLANT SCHEDULE