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CSG_Avienda Apartments_Full Building Permit Set_2025-12-05_RFSPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMDEVELOPERAVIENDA APARTMENTS OWNER, LLC100 LAKE ST WEST, SUITE #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORAN COMPANIES.COMPROPERTY OWNERARCHITECTESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400MINNEAPOLIS, MN 55401DAVE EGBERT612-597-4468DAVE.EGBERT@ESGARCH.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438GREGG JANDRO952-995-2270GJANDRO@BRAUNINTERTEC.COMCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C0.0TITLE SHEETAVIENDA APARTMENTSCHANHASSEN, MINNESOTAISSUED FOR: FULL BUILDING PERMIT SETSHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETC1.0REMOVALS PLANC2.0SITE PLAN - OVERALLC2.1SITE PLAN - NORTHC2.2 SITE PLAN - CENTRALC2.3 SITE PLAN - SOUTHC2.4 VEHICLE TURNING MOVEMENT DIAGRAMC2.5 SITE PLAN - COURTYARDC3.0 GRADING PLAN - OVERALLC3.1 GRADING PLAN - NORTHC3.2 GRADING PLAN - CENTRALC3.3 GRADING PLAN - SOUTHC3.4 GRADING PLAN - COURTYARDC4.0 UTILITY PLAN - OVERALLC4.1 UTILITY PLAN - NORTHC4.2 UTILITY PLAN - CENTRALC4.3 UTILITY PLAN - SOUTHC4.4 SANITARY & WATERMAIN PLAN & PROFILEC4.5 UTILITY PLAN - COURTYARDC5.0 CIVIL DETAILSC5.1 CIVIL DETAILSC5.2 CIVIL DETAILSC5.3 CIVIL DETAILSC5.4 CIVIL DETAILSC5.5 CIVIL DETAILSC5.6 CIVIL DETAILSC5.7 CIVIL DETAILSC5.8 CIVIL DETAILSC5.9 CIVIL DETAILSC5.10 CIVIL DETAILSC5.11 CIVIL DETAILSL1.0LANDSCAPE PLAN OVERALLL1.1LANDSCAPE PLAN NORTHL1.2 LANDSCAPE PLAN CENTRALL1.3LANDSCAPE PLAN SOUTHL1.4 LANDSCAPE PLAN COURTYARDL1.5LANDSCAPE ENLARGEMENTSL1.6LANDSCAPE NOTES AND DETAILSL1.7 LANDSCAPE COURTYARD NOTES AND DETAILSL1.8LANDSCAPE BUFFER AREAS AND PARKINGSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2 SWPPP - DETAILSSW1.3 SWPPP - DETAILSSW1.4 SWPPP - NARRATIVESW1.5 SWPPP - ATTACHMENTSSW1.6 SWPPP - ATTACHMENTSREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRAVIENDA APARTMENTS OWNER, LLC100 LAKE STREET WEST, SUITE #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORANCOMPANIES.COM1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FORTHE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIORTO CONSTRUCTION.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMEDPRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE INPROJECT DOCUMENTS.5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANYCOSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS ORPROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUEDFINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENTACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TOSUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALLPERMITS ARE OBTAINED.SITE LOCATION MAPNSITE LOCATION 8010391BLOCK 1LOT 1BLOCK 1LOT 110 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)PID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEREMOVE EXISTING FES STRUCTURE & RIPRAP FOR INSTALLATION OF PROPOSEDSTORM SYSTEM. SEE UTILITY PLANS &INTERIM CONDITIONS PLAN FORCONSTRUCTION SEQUENCINGEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEEXISTING STREET TOREMAIN. PROTECT FROMDAMAGEEXISTING SANITARY MANHOLE TOREMAIN. PROTECT FROM DAMAGE.RESET RIM TO PROPOSED GRADE. SEEGRADING & UTILITY PLANS.EXISTING HYDRANT & STORMMANHOLE TO REMAIN.PROTECT FROM DAMAGEEXISTING SIDEWALK &CROSSING TO REMAIN.PROTECT FROM DAMAGEEXISTING BIT TRAILTO REMAIN. PROTECTFROM DAMAGEEXISTING FES-402 INV:912.45PER DETAIL C7.2/4 OF ROWHOMESCONSTRUCTION DOCUMENTS TO BEREMOVED. SEE UTILITY PLANS FORREPLACEMENTEXIST 38' - 12'' RCP @0.4%PER ROWHOMES CONSTRUCTIONDOCUMENTS TO BE REMOVED. SEEUTILITY PLANS FOR REPLACEMENTREMOVE 1-2 FEET OFCURB/PAVEMENT/ISLAND ASNEEDED TO TIE INTO EXISTINGREMOVALS PLAN LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.REMOVAL OF STRUCTUREINCLUDING ALL FOOTINGS ANDFOUNDATIONS.TREE REMOVAL - INCLUDINGROOTS AND STUMPSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.REMOVAL NOTES:CITY OF CHANHASSEN REMOVAL NOTES:1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDESTAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY,THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITHTHE CITY.12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THECONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THECONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTIONACTIVITIES.17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONAVIENDA APARTMENTS OWNER, LLC100 LAKE STREET WEST, SUITE #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORANCOMPANIES.COMBACKGROUND CREATED FROM MULTIPLE FILES. TO BEUPDATED/COORDINATED AS SURROUNDING AREAS ARE FURTHERDESIGNED.1. ALTA SURVEY CREATED BY CSG. (MARCH 2025)2. ROWHOMES CONSTRUCTION DOCUMENTS (WEST PROPERTY)3. FINAL PLAT LINEWORK FROM LANDFORM. (DATED 2025-10-15)4. PROPOSED SURFACES FROM LANDFORM (EAST & WEST PROPERTY)5. PROPOSED FUTURE BUILD OUT CONDITION FROM THE LARGER PLANOF DEVELOPMENT (EAST & NORTH PROPERTY) BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PPHASE IPHASE II10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL17' BLDG SET BACK17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK 30' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACK18.026.018.020.3 614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL413CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0 0PET PARK 1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCEMAIN ENTRANCEUNDERGROUNDGARAGE ENTRANCEPET PARK1,500 SF9ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.R3 0 . 0 PLANTED EARTHEN BERMSEE GRADING PLANPLANTED EARTHEN BERMSEE GRADING PLAN6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT 10' D&U EASEMENT10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROWTOTO TOTO TO TO TO TO TO TO TOTOTOTO TOTOTO10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK 30' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACKTTTSITE DATAZONING SUMMARYEXISTING ZONINGPROPOSED ZONING PUD R-12 ZONINGREQUIREDPROVIDEDBUILDING SETBACKSPUD EXTERIOR(SIDE YARD)0' PLUS BLDGHEIGHT ABOVE 35'(17'2'')21'8''PARKING SETBACKSFRONT10'REAR10'SIDE10'REQUIREDPROVIDEDPARKING SUMMARYPARKING STALLDIMENSIONS 90°9'X18'9'X18'PARKING STALLDIMENSIONS 60°10'X18'10'X18'DRIVE AISLEDIMENSIONS24'26'FIRE ACCESS ROADDIMENSIONS26'26'DIMENSIONAL STANDARDSMIN LOT AREA10,000 SF480,542 SFMIN LOT WIDTH100 Ft518.60 FtMIN LOT DEPTH100 Ft815.30 Ft10'10'10'SITE DATAZONING SUMMARYEXISTING ZONINGPROPOSED ZONING PUD R-12 ZONINGREQUIREDPROVIDEDBUILDING SETBACKSPUD EXTERIOR(SIDE YARD)0' PLUS BLDGHEIGHT ABOVE 35'(17'2'')21'8''PARKING SETBACKSFRONT10'REAR10'SIDE10'REQUIREDPROVIDEDPARKING SUMMARYPARKING STALLDIMENSIONS 90°9'X18'9'X18'PARKING STALLDIMENSIONS 60°10'X18'10'X18'DRIVE AISLEDIMENSIONS24'26'FIRE ACCESS ROADDIMENSIONS26'26'DIMENSIONAL STANDARDSMIN LOT AREA10,000 SF480,542 SFMIN LOT WIDTH100 Ft518.60 FtMIN LOT DEPTH100 Ft815.30 Ft10'10'10'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.MEDIUM DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF CHANHASSEN SITE SPECIFIC NOTES:1. ALL LIGHTING SHALL HAVE A TOTAL CUTOFF ANGLE EQUAL TO OR LESS THAN 90 DEGREES.2. PROVIDE PEDESTRIAN RAMPS AT ALL SIDEWALK AND TRAIL STREET CROSSINGS IN ACCORDANCEWITH ADA AND CITY STANDARDS.3. FIRST RESPONDER RADIO COVERAGE STUDY REQUIRED. AT SOME POINT DURING CONSTRUCTION,TESTING IS REQUIRED TO BE COMPLETED BY A LICENSED CONTRACTOR TO PROVIDE FOR A FIRSTRESPONDER RADIO SIGNAL REPEATER SYSTEM. REQUIRED BY MN FIRE CODE.ACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSEDPROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONSREQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BEAPPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIORTO INSTALLATION OF FOOTING MATERIALS.6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE ASSHOWN ON THE DRAWINGS.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALLPREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHERPAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS.CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLEFOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.20. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS.TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE COLLECTED IN INTERIORTRASH ROOM AND MOVED TO EXTERIORSTAGING AREA AND REMOVED BY COMMERCIALCO. WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN - OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONAVIENDA APARTMENTS OWNER, LLC100 LAKE STREET WEST, SUITE #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORANCOMPANIES.COMWEST BLDG SETBACK CALC.BUILDING LOW FLOOR=915.00BUILDING FFE = 927.00GRADE AGAINST BLDG = 923.00HEIGHT OF BLDG ABOVE FFE=48'2'' (4 STORIES)HEIGHT OF BLDG ABOVE GRADE=52'2''HEIGHT ABOVE 35' = 17'2''SETBACK = 0'+HEIGHT OF BLDG ABOVE 35'SETBACK REQUIRED = 17' 2''SETBACK PROVIDED = 21' 8'' 12" PVC (Rec)AVIENDA PKWYConcreteWalkIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>91314161610' PARKING SET BACK 10' PARKING SET BACK10' PARK ING SET BACK 10' PARKING SET BACK 611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL17' BLDG SET BACK 830' EXTERIOR PUD BLDG. SET BACK3 0 ' E X T ER IOR PUD B LDG . S E T B AC K 30' BLDG. SET BACK17' BLDG. SET BACK CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS0PET PARK 1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCE5.719.926.019.910.0 10.0 2 3 . 0 1 8 . 0 8.79.011.311.342.096.315.010.012.024.05.06.026.06.021.0 R3 0 . 05.05.0 5.05.0 RESIDENCE MONUMENT SIGN, FINALSIZE, FOOTING, & LOCATION TO BESPECIFIED. COORD. W/ ARCH'L PLANSPROPERTY LINEPROPERTY LINERIBBON CURBMOVING TRUCK ENTRANCE& STAGING AREAB612 C&G,TYP.B612 C&G,TYP.CONC. WALK. TYP.B612 C&GTRASH/RECYCLINGEXTERIOR PICKUP AREAB618 C&G PER CITYSTANDARDS, TYP.B612 C&G,TYP.SURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSMATCH EXISTING. COORD. W/LARGER PLAN OF DEVELOPMENTSTOP SIGN., TYP.WAYFINDINGSIGN., TYP.5.0CONC. WALKBIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH INTO EXISTINGCONC. WALKR2 0 . 0 R 3 . 0 R5.0R3.0R 1 5 . 0 R20.0R3.08.04.0APPROX HWL OFFILTRATION BASINR313.2R1 6 . 0R10.0R3.0 R3.0R 3 . 010.0R16.0R3.0 10.2 5.0 5.7 18.0 26.0 18.0R3.026.0R5.0 3' CURBTAPER,. TYP.5.0 5.0 3.78.0PLANTED EARTHEN BERMSEE GRADING PLANPLANTED EARTHEN BERM SEE GRADING PLAN8.0BIT TRAIL PERCITY STANDARDS.BIT TRAIL PERCITY STANDARDS.8.0CONC. WALK PERCITY STANDARDSCONC. WALKCURB TRANSITIONTO B612 C&GPED RAMP., TYP.SEE DETAIL.6.05.05.0 CONC. WALK PERCITY STANDARDS5.06' SIDE YARD D&U EASEMENT 10' D&U EASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENT4.08.548'' MIN WIDTH BENCH POTENTIALLOCATION ALONG MEANDERINGPATH. TYP.CROSSWALKSTRIPING, TYP.CROSSWALKSTRIPING, TYP.PED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILKESTREL DRIVE(PRIVATE DRIVE)22.022.019.6166.6 15.720.020.0 9.016.0 36.0 9.016.0POND 13P(FILTRATION BASIN)3' CURBTAPER, TYP.BOLLARD. SEEDETAIL. TYP.6.0CONCRETE PVMT.WINDOW WELL AIR INTAKE/ EXHAUST LOUVRE.3' CURBTAPER, TYP.7' CURBTAPER3' CURBTAPER, TYP.9' CURBTAPER81.118.55.0 5.75.4VALLEYGUTTER8.71 8 . 0 2 3 . 0 5.0R3. 0R3.0TO TO TOTOTOTO TO10' PARKING SET BACK 10' PARKING SET BACK10' PARK ING SET BACK 10' PARKING SET BACK 17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK3 0 ' E X T ER IOR PUD B LDG . S E T B AC K 30' BLDG. SET BACK17' BLDG. SET BACKT COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.MEDIUM DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.1SITE PLAN - NORTHSEE SHEET C2.0 FORGENERAL SITE NOTES Address: Unassigned IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13P710' PARKING SET BACK5817' BLDG. SET BACK2 2CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSMAIN ENTRANCEACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.26.016.022.015.126.024.0 1 6 . 014.55 . 7 5 . 0 5.75.0APPROX HWL OFFILTRATION BASINPROPERTY LINEPROPERTY LINECONC. WALKOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSVALLEYGUTTERCONC. RISERS. SEE GRADING PLANFOR ELEVATIONS. INCL. RAILINGS.NO RAILING W/I 8' TRAILBLDG. STOOPBLDG. STOOPCONC. WALKCONC. WALKBLDG. STOOPBLDG. STOOPSPECIALTY PAVEMENTPARKING LEVELBLDG WALLLEVEL 1BLDG WALLMATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR20.0R2 0 . 0 R5.0R20.0R20.0R10.0R10.0R3.0R20.0 R3. 0 R20.05.05.013.75.05.04.08.08.0 4.08.0BIT TRAIL PERCITY STANDARDS.CONC. WALK PERCITY STANDARDSCONC. WALK PERCITY STANDARDS5.0 CONC. WALK PERCITY STANDARDS5.0 5 . 0 5.75.0CONC. WALK. TYP.8' BIT TRAIL6' SIDE YARD D&U EASEMENT PUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENT4.08.54.08.5 48'' MIN WIDTH BENCH POTENTIALLOCATION ALONG MEANDERINGPATH. TYP.48'' MIN WIDTH BENCH POTENTIALLOCATION ALONG MEANDERINGPATH. TYP.PED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILCROSSWALKSTRIPING, TYP.CROSSWALKSTRIPING, TYP.CROSSWALKSTRIPING, TYP.PED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILRIBBONCURBPED RAMP SEEKESTREL DRIVE(PRIVATE DRIVE)21.736.321.720.09.016.0CONCRETE EXTENDED HEIGHTCURB BORDER. SEE GRADINGPLAN FOR ELEVATIONSCONC. WALK. TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSPOND 13P(FILTRATION BASIN)POND 13P(FILTRATION BASIN)ABOVE GROUND POOLGRILL AREAEDGE OF PODIUM.GARAGE LEVELBUILDING WALLEDGE OF PODIUM.GARAGE LEVELBUILDING WALL8' CURBTAPER3' CURB TAPER, TYP.7' CURBTAPER18' CURBTAPER18' CURBTAPER"DO NOTENTER" SIGN"ONE WAY"SIGNACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSVEGETATED SWALE.SEE DETAIL. SEEGRADING & UTILITYPLANS & DETAILVEGETATED SWALE.SEE DETAIL. SEEGRADING & UTILITYPLANS35°0'0"4.0CONCRETE APPROACHNOSE DOWN. SEE DETAILCONCRETE APPROACHNOSE DOWN. SEE DETAIL4.09' CURBTAPERRAISED CONC. PATIO.SEE ARCH'L PLANSRAISED CONC. PATIO.SEE ARCH'L PLANSRAISED CONC. PATIO.SEE ARCH'L PLANSRAISED CONC. PATIO.SEE ARCH'L PLANSCONC. RISERS. SEE GRADING PLANFOR ELEVATIONS. INCL. RAILINGS.5.0CONC. RISERS. SEE GRADING PLANFOR ELEVATIONS. INCL. RAILINGS.5.0 5.05.0ROCK RET. WALL SEEGRADING PLAN FORELEVATIONS AGAINST WALLROCK RET. WALL SEEGRADING PLAN FORELEVATIONS AGAINST WALLVALLEYGUTTERVALLEYGUTTER5.0R3. 0R3.0R3.0 R3.02 3 . 0 8.71 8 . 0 31.02 3 . 0 8.71 8 . 0 3' CURB TAPER, TYP.TO TO TO TOTO10' PARKING SET BACK 17' BLDG. SET BACK TTCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.MEDIUM DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.2SITE PLAN - CENTRALSEE SHEET C2.0 FORGENERAL SITE NOTES Bituminous PathBituminous PathIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS >>STS STS >>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)9713101510' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK 17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACK218.026.018.020.3 614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL41413CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0 UNDERGROUNDGARAGE ENTRANCEPET PARK1,500 SF97ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.5.019.926.019.910.0 10.0 2 3 . 0 1 8 . 0 8.714.810.014.8 18.026.018.0 11.342.050.026.0 24.030.0 26.06.012.020.044.0 R28.0R28.0R10.0 R3.0 R16.0R20.0 R20.0 PROPERTY LINEPROPERTY LINEB612 C&GB612 C&G, TYP.RIBBON CURBCONC. WALK. TYP.CONC. WALKMOVING TRUCK ENTRANCE& STAGING AREATRASH/RECYCLINGEXTERIOR PICKUP AREASURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSBIT TRAIL PERCITY STANDARDS.STOP SIGN., TYP.COORD. W/ CITY.VALLEYGUTTERVALLEYGUTTERWAYFINDINGSIGN., TYP.BIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH EXISTING C&G. TYP.& MATCH INTO EXISTINGENTRANCE DRIVEMATCH INTO EXISTINGCONC. WALKMATCH INTOEXISTING BIT. TRAILMATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR3 . 0 R5.0R3 . 0 R87.0R119.8R80.2R3.0R3 . 0R3.0R3.0R 3 . 0 5.0 R3.0 5.05.0 10.010.05 . 0 5.05.07.35.05.08.0R3 . 0 4.04.0APPROX HWL OFFILTRATION BASIN10.0 15.0R20.0R20.0MATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTVALLEYGUTTER6 . 0 R20.0R46.0 26.0 8.0 8.0 5.0 5.7R103.0 R6 8 . 0 MATCH INTO EXISTINGCONC. WALKCONC. WALK PER CITYSTANDARDS. MAXSLOPE ADA PATH.ENSURE WALK ISCONSTRUCTED PERADA STANDARDSSEGMENTAL BLOCK RET. WALL.SEE GRADING PLAN FORELEVATIONS AGAINST WALL.SHOP DRAWINGS REQ'D.8.0BIT TRAIL PERCITY STANDARDS.CONC. WALK PERCITY STANDARDS8.0CONC. WALK. TYP.R3.024.0 6' SIDE YARD D&U EASEMENT 10' D&U EASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENT4.08.548'' MIN WIDTH BENCH POTENTIALLOCATION ALONG MEANDERINGPATH. TYP.PED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILPED RAMP SEEDETAILCROSSWALKSTRIPING, TYP.CROSSWALKSTRIPING, TYP.PED RAMP SEEDETAILPED RAMP SEEDETAILKESTREL DRIVE(PRIVATE DRIVE)WINDOW WELL AIR INTAKE/ EXHAUST LOUVRE.22.036.5 19.611.710.0 156.7 75.695.520.0 20.016.09.0INCLUDE FENCE ATOP WALL (GAURDRAIL), ≈10' LENGTH NW OF CORNER &≈16' SE OF CORNER AS SHOWN9.016.0 20.0 POND 13P(FILTRATION BASIN)3' CURB TAPER, TYP.3' CURB TAPER, TYP.BOLLARD. SEEDETAIL. TYP.6.0"NO PARKING FIRE LANE"SIGN. SEE SIGNAGE PLANVEGETATED SWALE. SEEDETAIL. SEE GRADING &UTILITY PLANS & DETAILVEGETATED SWALE.SEE DETAIL. SEEGRADING & UTILITYPLANS & DETAILVEGETATED SWALE. SEEDETAIL. SEE GRADING &UTILITY PLANS & DETAIL3' CURBTAPER,. TYP.10' D&U EASEMENT ALONG ROWCONCRETE APPROACHNOSE DOWN. SEE DETAIL5.0R4.0R4.0R4 . 0 R4.0CONC. RISERS. SEE GRADING PLANFOR ELEVATIONS. INCL. RAILINGS.SEE DETAIL & ARCH'L PLANSRAISED CONC. PATIO.SEE ARCH'L PLANSCONC. RISERS. SEE GRADING PLANFOR ELEVATIONS. INCL. RAILINGS.NO PARKINGPVMT MARKINGR3.0PED RAMP SEEDETAIL8' CURBTAPERCONC. WALK,TYP.CROSSWALKSTRIPING, TYP.32 FOOT LENGTH 30 INCHHEIGHT PEDESTRIAN RAMP.SEE GRADING PLAN.ENSURE WALK & RAMP ARECONSTRUCTED PER ADASTANDARDS.3' CURBTAPER2' CURBTAPERPED RAMP SEEDETAIL5.75.4VALLEYGUTTERR3. 0R3.08.71 8 . 0 2 3 . 0TOTOTO TO TO10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK 17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACKTCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.MEDIUM DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.3SITE PLAN - SOUTHSEE SHEET C2.0 FORGENERAL SITE NOTES 12" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94IRRIRRIRRIRRIRRIRRIRRIRRIRRRETAIL16,000 S.F.IRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRR6SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)31.813.270.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.070.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.012" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA) Address: Unassigned BLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94IRRIRRIRRIRRIRRIRRIRRIRRIRRRETAIL16,000 S.F.IRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRR6SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S T S >> STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS>>STS >>STS>>STS>>STS >>STS>>STS >>STS >>STS >>STS>> STS >>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)31.813.270.0 70.020.0 20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28. 0 R28.070.0 70.020.0 20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.0COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC2.4VEHICLE TURNINGMOVEMENT DIAGRAM01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - FIRE TRUCK & AMBULANCE01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - MOVING TRUCK & GARBAGE TRUCK 20.0 POOL BY OTHERSGRILL AREABY OTHERSEDGE OF PODIUM.GARAGE LEVELBUILDING WALLEDGE OF PODIUM.GARAGE LEVELBUILDING WALLR145.0R6 0 . 0 R70.0 R50.0 R48.0 R48.0 R90.0 R1 0 9 . 0R53.0R50.0 R135.0R68.0R80.0R42.0 R50.0 R280.0 R65.0 R70.0R210.0R8.0 R8.010.010.055.029.2R100.065.090.040.06.04.06.0R127.7 55.010.018.018.0R15.065.030.04.018.018.0R15.0 6" PLAY CURB TYP.SEE DETAILCONCRETE PADTYP.KITCHEN/AMENITY SPACETYP. BY OTHERS3'X3' GAS FIRE PIT,PROVIDE GASHOOKUP, CONFIRMALL COLOR ANDFINISHES WITHOWNER BEFOREINSTALL, SHOPDRAWING REQ.CONCRETE SIDEWALK TYP.GRAVEL TRAIL, TYPRETAINING WALL, TYPSEGMENTAL RETAININGBLOCK6' FENCE, TYPPROVIDE ALL MATCHING GATESSEE FENCE SCHEDULE, SEE DETAILHOT TUBE/SPA, BY OTHERS6" CURB TYP. SEE DETAILKITCHEN/AMENITY SPACETYP. BY OTHERSGAS FIRE PIT TYP.BOCI BALL AREA10.05.010.05.0SITE FURNITURE BY OWNERSPECIALTY PAVEMENTSPECIALTY PAVEMENTR70.0 R35.0 2' BERM4' BERM2' BERMR170.0R60.0STEPPERS TYP.BRIDGE TYP.SEE REFERENCE DETAILSBRIDGE TYP.PROVIDE WOOD STRUCTURE,CONCRETE FOOTINGS, TOE KICKTREX DECKING, SEE REFERENCE DETAILR12.0TREE IN 6' DIA.PLANTER, TYP.CONFIRM COLOR,MODEL WITHOWNER. SHOPDRAWING REQ.SEE REFERENCEDETAILGARDEN BENCH,TYP.CONFIRMCOLOR/MAKE/MODEL WITHOWNER BEFORE INTALL,SHOP DRAWINGS REQ.8.04.0SEGMENTAL RETAINING WALLCONFIRM COLORSHOP DRAWINGS REQ.POND TYP.69.419.420.067.218.5R23.8R30.5 R 6 . 0 R25.7 R24.7 97.54.018.818.118.56.0124.018.95.3T T T T 4' DIA GAS FIRE PITPROVIDE HOOK UPCONNECTION AND ALLFINISHES, SHOPDRAWING REQ.16.0CONCRETESEATING AREATYP.SPECIALTY PAVEMENTSPECIALTY PAVEMENTTREE IN 6' DIA.PLANTER, TYP.CONFIRM COLOR,MODEL WITHOWNER. SHOPDRAWING REQ.SEE REFERENCEDETAIL.6"- 28" DEPTH POND WITH 45 MIL EPDMFISH SAFE POND LINER TYP.PROVIDE GEOTEXTILE NON WOVENPOND UNDERLAYMENTPROVIDE 24" ROOT BARRIER AROUNDPERIMETER OF PONDPROVIDE BOULDER OUTCROPINGS,CENTER SPRAY FOUNTAIN, PONDLIGHTS, SHOP DRAWINGS REQCONCRETESEATING AREATYP.CONCRETESTEPPER, COORDWITH OWNERSTONE MATERIALAND COLORBEFORE INSTALLCONCRETESTEPPER, COORDWITH OWNERSTONE MATERIALAND COLORBEFORE INSTALLMATCH PAVEMENTAND STYLE OFKITCHEN AMENITYSPACESMATCH PAVEMENTAND STYLE OFKITCHEN AMENITYSPACESCRUSHED,COMPACTED, 38" CHIPGRAVEL TRAIL, WITHEDGING, TYP. SEEREFERENCE DETAIL.CRUSHED,COMPACTED, 38" CHIPGRAVEL TRAIL, WITHEDGING, TYP. SEEREFERENCE DETAIL.CRUSHED,COMPACTED, 38" CHIPGRAVEL TRAIL, WITHEDGING, TYP. SEEREFERENCE DETAIL.R8.0 R14.6 PROVIDEHAMMOCK POSTLOW VOLTAGE, TWOARM PATH LIGHT TYP.CONFIRM COLOR,SHOP DRAWINGS REQ.LOW VOLTAGE, TWOARM PATH LIGHT TYP.CONFIRM COLOR,SHOP DRAWINGS REQ.LOW VOLTAGE,UPLIGHT, TYP.CONFIRM COLOR,SHOP DRAWINGS REQ.LOW VOLTAGE,UPLIGHT, TYP.CONFIRM COLOR,SHOP DRAWINGS REQ.300 W SS WI-FITRANSFORMERINSTALL PERMANUFACTURE RECSHOP DRAWINGS REQ.4X4 POND SKIMMER,PROVIDE MIN 4800 GPHPUMP, PROVIDE FILTER,BASKET STRAINER, INSTALLONE FOOT ABOVE WATERLEVEL, PROVIDE BALL VALVEPROVIDE 3' DIA PVCCONNECTION TO SPILLWAY,INSTALL PER MANUFACTUREREC. SHOP DRAWINGS REQ.3X3 POND SPILLWAY, PROVIDEFILTER, INSTALL PERMANUFACTURE REC.SHOP DRAWINGSREQ.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC2.5SITE PLAN -COURTYARDSEE SHEET C2.0 FOR GENERALSITE NOTES AND LEGEND01" = 20'-0"20'-0"10'-0"N 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)TOTO TOTO TO TO TO TO TO TO TOTOTOTO TOTOTOFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 ST-1ST-2ST-3ST-4TTTFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.0GRADING PLAN -OVERALLGENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSCITY OF CHANHASSEN GRADING NOTES:1. RETAINING WALLS MORE THAN 4 FEET HIGH, MEASURED FROM THE BOTTOM OF THEFOOTING TO THE TOP OF THE WALL, MUST BE DESIGNED BY A PROFESSIONALENGINEER AND A BUILDING PERMIT MUST BE OBTAININED PRIOR TO CONSTRUCTION.RETAINING WALLS UNDER FOUR FEET IN HEIGHT REQUIRE A ZONING PERMIT.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTS1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL ANDCIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OFTHIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION,EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILSENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAYEXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOILAND SODDING ACTIVITIES.12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREASWHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS.PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDEA LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETEDIN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUSTCOMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THERESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE.17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ONPLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18. MAINTENANCE18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY,SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:REVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NGROUNDWATER ELEVATION PERBORINGBORINGGROUND WATERELEVATIONST-1NEST-2NEST-3NEST-4NEPER GEOTECHNICAL REPORT COMPLETED BY BRAUNINTERTEC, INC. ON 02/20/2025.RPBCWD GRADING NOTES:1. CONTRACTOR TO TEST ORGANIC TOPSOIL THAT IS TO BE INSTALLED ON SITE(STOCKPILED TOPSOIL TO BE RE-USED OR TOPSOIL THAT IS BROUGHT ONTO SITE)FOR ORGANIC CONTENT.2. TOPSOIL TO BE INSTALLED WILL CONTAIN AT LEAST 5% ORGANIC CONTENTCONSISTENT WITH THE DISTRICTS TOPSOIL DEFINITION. 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSKESTREL DRIVE(PRIVATE DRIVE)TO TO TOTOTOTO TOEOF=921.83ST-1ST-2TEOF=921.83COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.1GRADING PLAN - NORTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C2.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR Address: Unassigned IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSKESTREL DRIVE(PRIVATE DRIVE)TO TO TO TOTOIRREOF=919.73PODIUM EOF=926.83POND BOTTOM=914.00HWL=917.19 TTIRREOF=919.73PODIUM EOF=926.83POND BOTTOM=914.00HWL=917.19 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.2GRADING PLAN -CENTRAL1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS >>STS STS >>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSKESTREL DRIVE(PRIVATE DRIVE)TOTO TOTO TOEOF=920.83EOF=919.00EOF=919.00EOF=918.67PODIUM EOF=926.83EOF=917.84EOF=916.00EOF=915.25EOF=914.40EOF=913.72ST-3ST-4TEOF=920.83EOF=919.00EOF=919.00EOF=918.67PODIUM EOF=926.83EOF=917.84EOF=916.00EOF=915.25EOF=914.40EOF=913.72COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.3GRADING PLAN - SOUTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS 8" FIRE PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS 6" DOMESTIC PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS FIRE DEPARTMENT CONNECTION, COORD. W/MECH'L PLANS FOR STUB SANITARY SEWER TO 5' FROM BUILDING STUB SANITARY SEWER TO STUB SANITARY SEWER TOCOORD. W/MECH'L PLANS.20.0 T T T 6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS 8" FIRE PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS 6" DOMESTIC PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS FIRE DEPARTMENT CONNECTION, COORD. W/MECH'L PLANS FOR STUB SANITARY SEWER TO 5' FROM BUILDING STUB SANITARY SEWER TO STUB SANITARY SEWER TOCOORD. W/MECH'L PLANS.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 5531712/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC3.4GRADING PLAN- COURTYARDSEE SHEET C2.0 FOR GENERALSITE NOTES AND LEGEND01" = 20'-0"20'-0"10'-0"N 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT 10' D&U EASEMENT10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROW3 5 . 3 72.5 89.834.871.5192.7 239.867.256.8187.3 174.5 PROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTTTT3 5 . 3 72.5 89.834.871.5192.7 239.867.256.8187.3 174.5 PROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 GENERAL UTILITY NOTES:UTILITY PLAN LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN -OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TOSANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.22. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENTOSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. RPBCWD UTILITY NOTES:1. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIALTRANSFER OF AQUATIC INVASIVE SPECIES (E.G. ZEBRA MUSSELS, EURASIANWATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.PRIVATE UTILITY NOTES: (FOR UTILITIES ON PRIVATE PROPERTY)1. ALL UTILITIES (SANITARY, STORM SEWER AND WATER) LOCATED ON PRIVATE PROPERTY (OUTSIDE THE RIGHT OF WAY) IS SUBJECT TOAND GOVERNED BY THE 2020 MINNESOTA STATE PLUMBING CODE. CONTRACTOR SHALL MEET REQUIREMENTS RELATED TO MATERIALS,INSTALLATION AND TESTING.2. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.3. SANITARY SEWER MAIN SHALL BE SDR 35 POLYVINYL CHLORIDE (PVC) ASTM D3034, ASTM F679 WITH ASTM D3034 FITTINGS.4. SANITARY SEWER MAIN SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034, ASTM F679 WITH ASTM D3034 FITTINGS.5. STORM SEWER SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866,ASTM D2665, ASTM F794 FITTINGS.6. STORM SEWER PIPE SHALL BE HIGH-DENSITY POLYETHYLENE PIPE (HDPE) ASTM F2306, ASTM D2321 WITH ASTM D3212 FITTINGS PERCITY (ADMINISTRATIVE AUTHORITY) APPROVAL. ALTERNATE MATERIAL REQUEST.7. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) ASTM C76, ASTM C1479 WITH ASTM C443 FITTINGS PER CITY(ADMINISTRATIVE AUTHORITY) APPROVAL. ALTERNATE MATERIAL REQUEST.8. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE (CMP) ASTM A760, ASTM A798 WITH ASTM A998 FITTINGS PER CITY(ADMINISTRATIVE AUTHORITY) APPROVAL. ALTERNATE MATERIAL REQUEST.9. STORM SEWER AT CROSSINGS WITH WATERMAIN SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTMF794.10. WATERMAIN SHALL BE C900 PVC, ASTM D1785, ASTM D2241, AWWA C900 WITH ASTM D2464, ASTM D2466, ASTM D2467, ASTM F1970, AWWAC907 FITTINGS 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT 10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)8'' PVC C900WATER MAIN8''X6'' TEEHYD. & GV PERCITY STANDARDS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X6'' TEEGV & VALVEBOXGV & VALVEBOXMAKE CONNECTION TO EXISTING 8''PVC C900 WATER MAIN STUB, COORD.W/ LARGER PLAN OF DEVELOPMENT &W/ CITY. (FIELD VERIFY LOCATION)45° BENDSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.16COORD. W/MECH'L PLANS.30 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%223 LF 8" PVC EXISTINGSANITARY SERVICE @ 0.735%(PER RECORD)122 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%SANMH 6RE=921.59IE(N)=909.76IE(W)=909.86EXISTING CB-1401NYLOPLAST STRUCTUREW/ 22.5° BENDEXISTING RE=921.13PER ROWHOMESCONSTRUCTIONDOCUMENTSEXISTINGHYDRANT & GVEOF=921.83UTILITY CROSSINGTOP OF SAN≈909.6BOT OF STORM≈915.0SEPARATION≈5.4'UTILITY CROSSINGTOP OF WATER≈913.0BOT OF STORM≈915.0SEPARATION≈2.0'SANMH 5RE=923.05IE(NE)=908.44IE(S)=908.54MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 4RE=922.24IE(SW)=908.16IE(N)=908.06COORD. W/ LARGER PLAN OFDEVELOPMENT & W/ CITY28 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%UNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=3.1'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIREDCB 23RIM=921.25IE(E)=915.75IE(S)=916.15CONNECT TO EXISTING STMH (MH - 401)(PER AVIENDA ROWHOMES CONSTRUCTIONDOCUMENTS) W/ PROPOSED 12'' RCPSTORM PIPEEXIST RIM=922.35PROPOSED RIM=923.88EXIST IE(W)=911.87EXIST IE(SE)=912.29PROP IE(SE)=911.87RECONSTRUCT BENCH AS NECESSARYMAKE CONNECTION TO EXISTING24'' RCP STORM PIPE W/PROPOSED NEW STORM MANHOLESTMH 31RIM=929.01EXIST IE(NE)=912.77PROPOSED IE(NE)=912.77PROPOSED IE(SE)=912.77EXIST 47' - 24'' RCPSTORM @0.34%50 LF 24" HDPESTORM @ 0.34%INLET=912.60OUTLET=912.6010 LF 24" HDPESTORM @ 0.50%136 LF 12" RCPSTORM @ 0.50%OCS 30RIM=922.00IE(E)=912.55IE(NW)=912.55INCLUDE WEIR WALL.SEE DETAILSTUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 10" SCH 40 PVCSTORM @ 4.05%CB 22RIM=921.09IE=915.40ACCESS RISER, TYP.ACCESS RISER, TYP.40 LF TRENCH DRAIN 40RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'L PLANSDRAINAGE AREA ≈ 27,700 SF100-YR FLOW RATE PER INTERNALPLUMBING CODE ≈ 1.6 CFS(SEE DETAIL AND SHOP DWGS)CBMH 21RIM=920.88IE=915.19193 LF 24" HDPESTORM @ 0.30%71 LF 24" SCH.40 PVC STORM@ 0.30%117 LF 24" HDPESTORM @ 0.30%D&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINE8'' PVC C900WATER MAIN8''X6'' TEEHYD. & GV PERCITY STANDARDS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X6'' TEEGV & VALVEBOXGV & VALVEBOXMAKE CONNECTION TO EXISTING 8''PVC C900 WATER MAIN STUB, COORD.W/ LARGER PLAN OF DEVELOPMENT &W/ CITY. (FIELD VERIFY LOCATION)45° BENDSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.16COORD. W/MECH'L PLANS.30 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%223 LF 8" PVC EXISTINGSANITARY SERVICE @ 0.735%(PER RECORD)122 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%SANMH 6RE=921.59IE(N)=909.76IE(W)=909.86EXISTING CB-1401NYLOPLAST STRUCTUREW/ 22.5° BENDEXISTING RE=921.13PER ROWHOMESCONSTRUCTIONDOCUMENTSEXISTINGHYDRANT & GVEOF=921.83UTILITY CROSSINGTOP OF SAN≈909.6BOT OF STORM≈915.0SEPARATION≈5.4'UTILITY CROSSINGTOP OF WATER≈913.0BOT OF STORM≈915.0SEPARATION≈2.0'SANMH 5RE=923.05IE(NE)=908.44IE(S)=908.54MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 4RE=922.24IE(SW)=908.16IE(N)=908.06COORD. W/ LARGER PLAN OFDEVELOPMENT & W/ CITY28 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%UNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=3.1'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIREDCB 23RIM=921.25IE(E)=915.75IE(S)=916.15CONNECT TO EXISTING STMH (MH - 401)(PER AVIENDA ROWHOMES CONSTRUCTIONDOCUMENTS) W/ PROPOSED 12'' RCPSTORM PIPEEXIST RIM=922.35PROPOSED RIM=923.88EXIST IE(W)=911.87EXIST IE(SE)=912.29PROP IE(SE)=911.87RECONSTRUCT BENCH AS NECESSARYMAKE CONNECTION TO EXISTING24'' RCP STORM PIPE W/PROPOSED NEW STORM MANHOLESTMH 31RIM=929.01EXIST IE(NE)=912.77PROPOSED IE(NE)=912.77PROPOSED IE(SE)=912.77EXIST 47' - 24'' RCPSTORM @0.34%50 LF 24" HDPESTORM @ 0.34%INLET=912.60OUTLET=912.6010 LF 24" HDPESTORM @ 0.50%136 LF 12" RCPSTORM @ 0.50%OCS 30RIM=922.00IE(E)=912.55IE(NW)=912.55INCLUDE WEIR WALL.SEE DETAILSTUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 10" SCH 40 PVCSTORM @ 4.05%CB 22RIM=921.09IE=915.40ACCESS RISER, TYP.ACCESS RISER, TYP.40 LF TRENCH DRAIN 40RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'L PLANSDRAINAGE AREA ≈ 27,700 SF100-YR FLOW RATE PER INTERNALPLUMBING CODE ≈ 1.6 CFS(SEE DETAIL AND SHOP DWGS)CBMH 21RIM=920.88IE=915.19193 LF 24" HDPESTORM @ 0.30%71 LF 24" SCH.40 PVC STORM@ 0.30%117 LF 24" HDPESTORM @ 0.30%D&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINECOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN - NORTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR Address: Unassigned IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT KESTREL DRIVE(PRIVATE DRIVE)8'' PVC C900WATER MAINGV & VALVEBOXIRRCOORDINATE SANITARY SERVICES, WATERSERVICES, & STORM CONNECTIONS INTO THEBUILDING W/ MECH'L PLANS PRIOR TOCONSTRUCTION. CONFIRM SIZING & INVERTELEVATIONS. BRING INCONSISTENCIES TO THEATTENTION OF THE ENGINEER.UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'MAINTAIN MIN 18'' SEPARATIONAT CROSSING. INSULATE ASNECESSARY. EXTRA DEPTHWATER MAIN AT THISLOCATIONUTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'CBMH 14-48"RIM=926.00IE(W)=919.27IE(E)=919.12STUB STORM TO 5' FROMBUILDING IE @ STUB=919.93COORD. W/ MECH'L PLANS66 LF 12" SCH. 40PVC STORM @ 1.00%STMH 13-48"RIM=926.46IE(N)=918.22IE(S)=918.81IE(E)=921.99IE(W)=918.3780 LF 15" HDPESTORM @ 0.94%STMH 11RIM=926.81IE(E)=916.73IE(E)(ADDITIONALOVERFLOW PIPE)=919.73IE(N)=917.23IE(W)=917.2378 LF 18" HDPESTORM @ 0.80%STORM SEWER PIPE TO CROSSBUILDING FOOTPRINT.145 LF 24" SCH 40 PVCSTORM @ 1.20%SIZED FOR THE 100-YR STORM EVENTCOURTYARD 100-YR DISCHARGE≈34.3 CFSPIPE CAPACITY≈35.6 CFSSTMH 2-72"RIM=921.36IE(W)=914.15IE(S,N)=914.15IE OUTLET (E)=913.40SUMP=909.40INCLUDE OIL/FLOATABLESSNOUT/HOOD OR SIMILAR42 LF 24" SCH. 40PVC STORM @ 2.00%139 LF 24" HDPESTORM @ 0.37%73 LF 18" HDPESTORM @ 0.89%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS81 LF 12" SCH 40 PVCSTORM @ 2.43%STUB STORM TO 5' FROMBUILDING IE @ STUB=919.93COORD. W/ MECH'L PLANS34 LF 16" SCH. 40PVC STORM @ 1.00%CBMH 17-48"RIM=924.00IE(W)=919.59IE(E)=919.49CBMH 16-48"RIM=926.39IE(W)=918.53IE(N)=918.84IE(SE)=918.53IE(SW)=922.16CBMH 10RIM=923.84IE(W,E)=914.99IE(W)(ADDITIONALOVERFLOWPIPE=917.99108 LF 18" HDPESTORM @ 0.89%CBMH 20RIM=920.00IE(N,S)=914.61IE(W)=915.01153 LF 24" HDPESTORM @ 0.30%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS78 LF 12" SCH 40 PVCSTORM @ 2.55%ROWHOMESPROJECTPOND 13PFILTRATION BASIN100-YR HWL = 917.19BOTTOM = 914.00CONNECT STORM OUTLET PIPETO ADJACENT LARGER PLAN OFDEVELOPMENT STORM SEWERSYSTEM. SITE TO DISCHARGETO REGIONAL STORM WATERSTORAGE & REUSE BASIN 14P.IE @ STUB = 913.31PROPOSED IRRIGATION MAINLINE OF LARGER PLAN OFDEVELOPMENT.CONNECT IRRIGATION LINE TOADJACENT LARGER PLAN OFDEVELOPMENT IRRIGATION &WATER REUSE SYSTEM.COORDINATE DISTRIBUTIONWITH IRRIGATION PLAN &PROVIDE METERING.12'' NYLOPLASTSTRUCTURE 61RIM=921.00IE=916.1912'' NYLOPLASTSTRUCTURE 60RIM=920.16IE=915.3812'' NYLOPLASTSTRUCTURE 59RIM=919.89IE=914.9312'' NYLOPLASTSTRUCTURE 58RIM=919.50IE=914.4350 LF 12" HDPESTORM @ 1.00%45 LF 12" HDPESTORM @ 1.00%81 LF 12" HDPESTORM @ 1.00%ADDITIONAL OVERFLOW PIPESTORM SEWER PIPE TO CROSSBUILDING FOOTPRINT.145 LF 20" SCH 40 PVCSTORM @ 1.20%SIZED FOR THE 10-YR STORM EVENTCOURTYARD 10-YR DISCHARGE≈20.8 CFSPIPE CAPACITY≈21.9 CFSWILL NOT SEE ANY STORM WATER FLOWEXCEPT IN STORM EVENTS LARGER THANTHE 100-YEAR OR IN CASES OF PRIMARYPIPE CLOGGING OR MALFUNCTION.REDUNDANT PIPE COVER ≈4.1' TO 4.4' BELOW FINISHEDFLOOR IN THIS AREAD&U EASEMENTLINED&U EASEMENTLINE30 LF 48" RCPSTORM @ 0.31%STUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS15 LF 12" SCH. 40PVC STORM @ 1.00%STUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS9 LF 12" SCH. 40 PVCSTORM @ 2.00%SWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILBASIN 14PNWL=912.00BOT=905.00HWL=917.94EOF=919.73PODIUM EOF=926.8312'' NYLOPLASTSTRUCTURE 13BRIM=926.50IE=922.5046 LF 18" HDPESTORM @ 0.80%72 LF 18" HDPESTORM @ 0.90%CBMH 12-48"BEEHIVE GRATERIM=925.25IE(E)=917.60IE(S)=917.60INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 1243 LF 10" SCH. 40PVC STORM @ 1.00%8 LF 10" SCH. 40 PVCSTORM @ 1.00%15'' NYLOPLASTSTRUCTURE 13ARIM=926.42IE=922.42INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 14STMH 15-48"RIM=926.00IE(S)=917.88IE(NE)=921.69IE(NW)=917.8815'' NYLOPLASTSTRUCTURE 15ARIM=925.97IE=921.9712'' NYLOPLASTSTRUCTURE 15BRIM=926.42IE=922.4246 LF 10" SCH. 40PVC STORM @ 0.98%28 LF 10" SCH. 40PVC STORM @ 1.00%15'' NYLOPLASTSTRUCTURE 16ARIM=926.39IE=922.3923 LF 10" SCH. 40PVC STORM @ 1.00%15'' NYLOPLASTSTRUCTURE 16BRIM=926.39IE=922.7536 LF 10" SCH. 40PVC STORM @ 1.00%UTILITY CROSSINGTOP OF STORM≈920.6BOT OF STORM≈922.6SEPARATION≈2.0' POOL BY OTHERSTT8'' PVC C900WATER MAINGV & VALVEBOXIRRCOORDINATE SANITARY SERVICES, WATERSERVICES, & STORM CONNECTIONS INTO THEBUILDING W/ MECH'L PLANS PRIOR TOCONSTRUCTION. CONFIRM SIZING & INVERTELEVATIONS. BRING INCONSISTENCIES TO THEATTENTION OF THE ENGINEER.UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'MAINTAIN MIN 18'' SEPARATIONAT CROSSING. INSULATE ASNECESSARY. EXTRA DEPTHWATER MAIN AT THISLOCATIONUTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'CBMH 14-48"RIM=926.00IE(W)=919.27IE(E)=919.12STUB STORM TO 5' FROMBUILDING IE @ STUB=919.93COORD. W/ MECH'L PLANS66 LF 12" SCH. 40PVC STORM @ 1.00%STMH 13-48"RIM=926.46IE(N)=918.22IE(S)=918.81IE(E)=921.99IE(W)=918.3780 LF 15" HDPESTORM @ 0.94%STMH 11RIM=926.81IE(E)=916.73IE(E)(ADDITIONALOVERFLOW PIPE)=919.73IE(N)=917.23IE(W)=917.2378 LF 18" HDPESTORM @ 0.80%STORM SEWER PIPE TO CROSSBUILDING FOOTPRINT.145 LF 24" SCH 40 PVCSTORM @ 1.20%SIZED FOR THE 100-YR STORM EVENTCOURTYARD 100-YR DISCHARGE≈34.3 CFSPIPE CAPACITY≈35.6 CFSSTMH 2-72"RIM=921.36IE(W)=914.15IE(S,N)=914.15IE OUTLET (E)=913.40SUMP=909.40INCLUDE OIL/FLOATABLESSNOUT/HOOD OR SIMILAR42 LF 24" SCH. 40PVC STORM @ 2.00%139 LF 24" HDPESTORM @ 0.37%73 LF 18" HDPESTORM @ 0.89%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS81 LF 12" SCH 40 PVCSTORM @ 2.43%STUB STORM TO 5' FROMBUILDING IE @ STUB=919.93COORD. W/ MECH'L PLANS34 LF 16" SCH. 40PVC STORM @ 1.00%CBMH 17-48"RIM=924.00IE(W)=919.59IE(E)=919.49CBMH 16-48"RIM=926.39IE(W)=918.53IE(N)=918.84IE(SE)=918.53IE(SW)=922.16CBMH 10RIM=923.84IE(W,E)=914.99IE(W)(ADDITIONALOVERFLOWPIPE=917.99108 LF 18" HDPESTORM @ 0.89%CBMH 20RIM=920.00IE(N,S)=914.61IE(W)=915.01153 LF 24" HDPESTORM @ 0.30%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS78 LF 12" SCH 40 PVCSTORM @ 2.55%ROWHOMESPROJECTPOND 13PFILTRATION BASIN100-YR HWL = 917.19BOTTOM = 914.00CONNECT STORM OUTLET PIPETO ADJACENT LARGER PLAN OFDEVELOPMENT STORM SEWERSYSTEM. SITE TO DISCHARGETO REGIONAL STORM WATERSTORAGE & REUSE BASIN 14P.IE @ STUB = 913.31PROPOSED IRRIGATION MAINLINE OF LARGER PLAN OFDEVELOPMENT.CONNECT IRRIGATION LINE TOADJACENT LARGER PLAN OFDEVELOPMENT IRRIGATION &WATER REUSE SYSTEM.COORDINATE DISTRIBUTIONWITH IRRIGATION PLAN &PROVIDE METERING.12'' NYLOPLASTSTRUCTURE 61RIM=921.00IE=916.1912'' NYLOPLASTSTRUCTURE 60RIM=920.16IE=915.3812'' NYLOPLASTSTRUCTURE 59RIM=919.89IE=914.9312'' NYLOPLASTSTRUCTURE 58RIM=919.50IE=914.4350 LF 12" HDPESTORM @ 1.00%45 LF 12" HDPESTORM @ 1.00%81 LF 12" HDPESTORM @ 1.00%ADDITIONAL OVERFLOW PIPESTORM SEWER PIPE TO CROSSBUILDING FOOTPRINT.145 LF 20" SCH 40 PVCSTORM @ 1.20%SIZED FOR THE 10-YR STORM EVENTCOURTYARD 10-YR DISCHARGE≈20.8 CFSPIPE CAPACITY≈21.9 CFSWILL NOT SEE ANY STORM WATER FLOWEXCEPT IN STORM EVENTS LARGER THANTHE 100-YEAR OR IN CASES OF PRIMARYPIPE CLOGGING OR MALFUNCTION.REDUNDANT PIPE COVER ≈4.1' TO 4.4' BELOW FINISHEDFLOOR IN THIS AREAD&U EASEMENTLINED&U EASEMENTLINE30 LF 48" RCPSTORM @ 0.31%STUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS15 LF 12" SCH. 40PVC STORM @ 1.00%STUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS9 LF 12" SCH. 40 PVCSTORM @ 2.00%SWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILBASIN 14PNWL=912.00BOT=905.00HWL=917.94EOF=919.73PODIUM EOF=926.8312'' NYLOPLASTSTRUCTURE 13BRIM=926.50IE=922.5046 LF 18" HDPESTORM @ 0.80%72 LF 18" HDPESTORM @ 0.90%CBMH 12-48"BEEHIVE GRATERIM=925.25IE(E)=917.60IE(S)=917.60INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 1243 LF 10" SCH. 40PVC STORM @ 1.00%8 LF 10" SCH. 40 PVCSTORM @ 1.00%15'' NYLOPLASTSTRUCTURE 13ARIM=926.42IE=922.42INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 14STMH 15-48"RIM=926.00IE(S)=917.88IE(NE)=921.69IE(NW)=917.8815'' NYLOPLASTSTRUCTURE 15ARIM=925.97IE=921.9712'' NYLOPLASTSTRUCTURE 15BRIM=926.42IE=922.4246 LF 10" SCH. 40PVC STORM @ 0.98%28 LF 10" SCH. 40PVC STORM @ 1.00%15'' NYLOPLASTSTRUCTURE 16ARIM=926.39IE=922.3923 LF 10" SCH. 40PVC STORM @ 1.00%15'' NYLOPLASTSTRUCTURE 16BRIM=926.39IE=922.7536 LF 10" SCH. 40PVC STORM @ 1.00%UTILITY CROSSINGTOP OF STORM≈920.6BOT OF STORM≈922.6SEPARATION≈2.0'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.2UTILITY PLAN -CENTRAL01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS >>STS STS >>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT 10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROW8''X6'' TEEHYD. & GV PERCITY STANDARDS22.5° BEND22.5° BENDGV & VALVE BOXMAKE CONNECTION TO EXISTING8'' PVC C900 WATER MAIN STUB,COORD. W/ CITY. FROM RECORD(FIELD VERIFY LOCATION)8'' PVC C900WATER MAIN8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVE BOXFIRE DEPARTMENT CONNECTION,COORD. W/MECH'L PLANS FORFINAL LOCATIONSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=902.55COORD. W/MECH'L PLANS.46 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%MAKE CONNECTION TO EXISTING SANITARYSEWER STUB (STUB IE=900.23)(STUB NOTBUILT YET. FIELD VERIFY LOCATION & IE)EX 8" STUB IE=900.23±(FIELD VERIFY PRIOR TO CONST)COORD. W/ CITYSANMH 1RE=920.93IE(SW)=900.69IE(N)=900.7988 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=904.80COORD. W/MECH'L PLANS.MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 2RE=914.40EXISTING IE(S)=902.00(FROM RECORD) (FIELD VERIFY)PROP IE(N)=902.50COORD. W/ CITY27 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%SANMH 3RE=920.52IE(W)=904.26IE(SE)=904.16166 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%UTILITY CROSSINGTOP OF SAN≈904.4BOT OF STORM≈915.0SEPARATION≈10.6'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'EXIST MH-41-049(INFORMATION FROM ROWHOMESCONSTRUCTION DOCUMENTS)EXIST RIM:916.56INLET W:911.82INLET NE:900.10INV:900.0060'' DIA - R-1642INSIDE DROPSEE DETAIL C7.2/68''X8'' TEE, GV, & 8'' PLUG PERROWHOMES CONSTRUCTIONDOCUMENTSEOF=920.83EXISTING SANMHRAISE RIM TO PROPOSED GRADEEXIST RE=916.56PROP RE=917.50EOF=919.00146 LF 18" HDPESTORM @ 0.30%99 LF 24" SCH. 40 PVCSTORM @ 0.30%CBMH 5RIM=919.75IE(NE)=915.39IE(W)=915.64CBMH 6RIM=920.00IE(E)=916.08IE(N)=916.23CBMH 4RIM=919.75IE=915.09152 LF 24" HDPESTORM @ 0.30%CBMH 3RIM=919.75IE(N,S)=914.63IE(W)=915.03STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS81 LF 12" SCH 40 PVCSTORM @ 2.43%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.75COORD. W/ MECH'L PLANS82 LF 12" SCH. 40PVC STORM @ 1.85%40 LF TRENCH DRAIN 50RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDG MECH'LPUMP, SEE MECH'L PLANSDRAINAGE AREA ≈ 18,000 SF100-YR FLOW RATE PER INTERNALPLUMBING CODE ≈ 0.9 CFS(SEE DETAIL AND SHOP DWGS)STORM MANHOLE (MH-918)& 15'' RCP STORM PIPE.WORK BY OTHERSRE=920.85INV=908.4012 LF 12" HDPESTORM @ 2.00%STMH 40RIM=913.54IE=907.94MAKE CONNECTION TOEXISTING (MH-917)EXISTING IE(W,N)=907.38PROP IE(S)=907.70CBMH 41RIM=912.69IE=908.1420 LF 12" HDPESTORM @ 1.00%39 LF 12" SCH.40 PVC STORM@ 1.00%46 LF 12" HDPESTORM @ 1.00%90 LF 12" HDPESTORM @ 1.00%85 LF 12" HDPESTORM @ 1.66%EOF=919.00EOF=918.67CBMH 42RIM=913.39IE=908.5312'' NYLOPLASTSTRUCTURE 43RIM=913.00IE=908.9912'' NYLOPLASTSTRUCTURE 44RIM=914.00IE=909.8912'' NYLOPLASTSTRUCTURE 45RIM=914.80IE=911.3012'' NYLOPLASTSTRUCTURE 46RIM=915.83IE=912.3312'' NYLOPLASTSTRUCTURE 58RIM=919.50IE=914.4312'' NYLOPLASTSTRUCTURE 57RIM=919.20IE=913.8812'' NYLOPLASTSTRUCTURE 56RIM=919.60IE=913.3812'' NYLOPLASTSTRUCTURE 55RIM=919.60IE=913.1112'' NYLOPLASTSTRUCTURE 54RIM=919.50IE=912.7912'' NYLOPLASTSTRUCTURE 53RIM=918.42IE=912.3712'' NYLOPLASTSTRUCTURE 52RIM=918.25IE=911.71AREA DRAIN 5127'' STRUCTURERIM=917.00IE(NW)=910.73IE(S)=908.7368 LF 12" HDPESTORM @ 1.51%15 LF 12" RCPSTORM @ 1.00%98 LF 12" HDPESTORM @ 1.00%66 LF 12" HDPESTORM @ 1.00%42 LF 12" HDPESTORM @ 1.00%32 LF 12" HDPESTORM @ 1.00%27 LF 12" HDPESTORM @ 1.00%50 LF 12" HDPESTORM @ 1.00%55 LF 12" HDPESTORM @ 1.00%D&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINESWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILSWALE DIRECTINGSTORMWATER TO AREADRAINS. SEE GRADINGPLANS & DETAILSWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILSWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANSSTMH 50RIM=917.77EXISTING IE (E/W)=908.58PROP IE (N)=908.58PODIUM EOF=926.83EOF=917.84EOF=916.00EOF=915.25EOF=914.40EOF=913.72GV & VALVE BOXUTILITY CROSSINGTOP OF WATER≈904.9(FIELD VERIFY)BOT OF STORM≈907.3SEPARATION≈2.4'ENSURE MIN 18'' SEPARATION ATCROSSING & INSULATE ASNECESSARYUTILITY CROSSINGTOP OF WATER≈902.5BOT OF STORM≈907.3SEPARATION≈4.8'STRUCTURE 13BRIM=926.50IE=922.50INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 14T8''X6'' TEEHYD. & GV PERCITY STANDARDS22.5° BEND22.5° BENDGV & VALVE BOXMAKE CONNECTION TO EXISTING8'' PVC C900 WATER MAIN STUB,COORD. W/ CITY. FROM RECORD(FIELD VERIFY LOCATION)8'' PVC C900WATER MAIN8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVE BOXFIRE DEPARTMENT CONNECTION,COORD. W/MECH'L PLANS FORFINAL LOCATIONSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=902.55COORD. W/MECH'L PLANS.46 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%MAKE CONNECTION TO EXISTING SANITARYSEWER STUB (STUB IE=900.23)(STUB NOTBUILT YET. FIELD VERIFY LOCATION & IE)EX 8" STUB IE=900.23±(FIELD VERIFY PRIOR TO CONST)COORD. W/ CITYSANMH 1RE=920.93IE(SW)=900.69IE(N)=900.7988 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=904.80COORD. W/MECH'L PLANS.MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 2RE=914.40EXISTING IE(S)=902.00(FROM RECORD) (FIELD VERIFY)PROP IE(N)=902.50COORD. W/ CITY27 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%SANMH 3RE=920.52IE(W)=904.26IE(SE)=904.16166 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%UTILITY CROSSINGTOP OF SAN≈904.4BOT OF STORM≈915.0SEPARATION≈10.6'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'EXIST MH-41-049(INFORMATION FROM ROWHOMESCONSTRUCTION DOCUMENTS)EXIST RIM:916.56INLET W:911.82INLET NE:900.10INV:900.0060'' DIA - R-1642INSIDE DROPSEE DETAIL C7.2/68''X8'' TEE, GV, & 8'' PLUG PERROWHOMES CONSTRUCTIONDOCUMENTSEOF=920.83EXISTING SANMHRAISE RIM TO PROPOSED GRADEEXIST RE=916.56PROP RE=917.50EOF=919.00146 LF 18" HDPESTORM @ 0.30%99 LF 24" SCH. 40 PVCSTORM @ 0.30%CBMH 5RIM=919.75IE(NE)=915.39IE(W)=915.64CBMH 6RIM=920.00IE(E)=916.08IE(N)=916.23CBMH 4RIM=919.75IE=915.09152 LF 24" HDPESTORM @ 0.30%CBMH 3RIM=919.75IE(N,S)=914.63IE(W)=915.03STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS81 LF 12" SCH 40 PVCSTORM @ 2.43%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.75COORD. W/ MECH'L PLANS82 LF 12" SCH. 40PVC STORM @ 1.85%40 LF TRENCH DRAIN 50RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDG MECH'LPUMP, SEE MECH'L PLANSDRAINAGE AREA ≈ 18,000 SF100-YR FLOW RATE PER INTERNALPLUMBING CODE ≈ 0.9 CFS(SEE DETAIL AND SHOP DWGS)STORM MANHOLE (MH-918)& 15'' RCP STORM PIPE.WORK BY OTHERSRE=920.85INV=908.4012 LF 12" HDPESTORM @ 2.00%STMH 40RIM=913.54IE=907.94MAKE CONNECTION TOEXISTING (MH-917)EXISTING IE(W,N)=907.38PROP IE(S)=907.70CBMH 41RIM=912.69IE=908.1420 LF 12" HDPESTORM @ 1.00%39 LF 12" SCH.40 PVC STORM@ 1.00%46 LF 12" HDPESTORM @ 1.00%90 LF 12" HDPESTORM @ 1.00%85 LF 12" HDPESTORM @ 1.66%EOF=919.00EOF=918.67CBMH 42RIM=913.39IE=908.5312'' NYLOPLASTSTRUCTURE 43RIM=913.00IE=908.9912'' NYLOPLASTSTRUCTURE 44RIM=914.00IE=909.8912'' NYLOPLASTSTRUCTURE 45RIM=914.80IE=911.3012'' NYLOPLASTSTRUCTURE 46RIM=915.83IE=912.3312'' NYLOPLASTSTRUCTURE 58RIM=919.50IE=914.4312'' NYLOPLASTSTRUCTURE 57RIM=919.20IE=913.8812'' NYLOPLASTSTRUCTURE 56RIM=919.60IE=913.3812'' NYLOPLASTSTRUCTURE 55RIM=919.60IE=913.1112'' NYLOPLASTSTRUCTURE 54RIM=919.50IE=912.7912'' NYLOPLASTSTRUCTURE 53RIM=918.42IE=912.3712'' NYLOPLASTSTRUCTURE 52RIM=918.25IE=911.71AREA DRAIN 5127'' STRUCTURERIM=917.00IE(NW)=910.73IE(S)=908.7368 LF 12" HDPESTORM @ 1.51%15 LF 12" RCPSTORM @ 1.00%98 LF 12" HDPESTORM @ 1.00%66 LF 12" HDPESTORM @ 1.00%42 LF 12" HDPESTORM @ 1.00%32 LF 12" HDPESTORM @ 1.00%27 LF 12" HDPESTORM @ 1.00%50 LF 12" HDPESTORM @ 1.00%55 LF 12" HDPESTORM @ 1.00%D&U EASEMENTLINED&U EASEMENTLINED&U EASEMENTLINESWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILSWALE DIRECTINGSTORMWATER TO AREADRAINS. SEE GRADINGPLANS & DETAILSWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANS &DETAILSWALE DIRECTINGSTORMWATER TOAREA DRAINS. SEEGRADING PLANSSTMH 50RIM=917.77EXISTING IE (E/W)=908.58PROP IE (N)=908.58PODIUM EOF=926.83EOF=917.84EOF=916.00EOF=915.25EOF=914.40EOF=913.72GV & VALVE BOXUTILITY CROSSINGTOP OF WATER≈904.9(FIELD VERIFY)BOT OF STORM≈907.3SEPARATION≈2.4'ENSURE MIN 18'' SEPARATION ATCROSSING & INSULATE ASNECESSARYUTILITY CROSSINGTOP OF WATER≈902.5BOT OF STORM≈907.3SEPARATION≈4.8'STRUCTURE 13BRIM=926.50IE=922.50INCLUDE DRAINTILEAT BOTTOM OF"ROCK RIVERBED"TIE INTO CBMH 14COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.3UTILITY PLAN - SOUTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 15" RCP(Rec)8" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)Bituminous PathBituminous PathSan. Stub (Rec)Inv=906.34 (Rec)8" PVC San. Stub (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSRETAILGROCERY5,000 S.F.65,000 S.F.TRUCK ACCESSIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRRIRRIRR62SAN>SAN>SAN>SAN>SAN>SAN> >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>>>STS>>STS>>STS>>STS>>STS>>KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+18THORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'89089590090591091592092593093594094589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00 20+50 CONNECTION TO EX. WATERMAINSTA: 10+71.48 OS:8.56 RGATE VALVESTA: 10+72.85 OS:8.66 R22.5° BENDSTA: 10+77.58 OS:9.19 R22.5° BENDSTA: 12+11.00 OS:-0.38 L8" C900 WATER MAIN8"x8" TEESTA: 12+62.14 OS:-0.38 L 8"x6" TEE STA: 12+82.61 OS:-0.38 L 8"x6" TEE STA: 13+12.44 OS:-0.38 L 8" C900 WATER MAIN8"x6" TEE STA: 17+83.05 OS:-0.38 L 45° BEND STA: 19+44.93 OS:-0.38 L8" C900 WATER MAIN45° BEND STA: 19+61.63 OS:16.31 R GATE VALVE STA: 19+64.29 OS:16.29 R CONNECTION TO EX. WATERMAIN STA: 19+65.79 OS:16.28 R 8"x6" TEE STA: 17+45.03 OS:-0.38 L8" EX. WATER MAIN8" EX. WATER MAINSANMH 4 - 48" CYL. CONNECT TO EX. SAN. STUB STA: 19+66.98 OS: 3.28 R RIM: 922.24 IE (SW)=908.16 IE (N)=908.06 BUILD: 14.7' SANMH 5 - 48" CYL. STA: 19+47.03 OS: 16.67 L RIM: 923.05 IE (S)=908.54 IE (NE)=908.44 BUILD: 15.2' SANMH 6 - 48" CYL. STA: 18+25.02 OS: 16.67 L RIM: 921.60 IE (W)=909.86 IE (N)=909.76 BUILD: 11.8' SANMH 2 - 48" CYL.CONNECT TO EX. SAN. STUBSTA: 10+63.20 OS: 11.77 LRIM: 914.40IE (N)=902.50IE (S)=902.00BUILD: 12.4'SANMH 3 - 48" CYL.STA: 12+29.75 OS: 20.06 LRIM: 920.54IE (W)=904.26IE (S)=904.16BUILD: 16.4'123 LF 8" PVC SDR 26 @ 1.00%29 LF 8" PVC SDR26 @ 0.99%166 LF 8" PVC SDR 26 @ 1.00%51 LF 8" EX.SANITARY@± 1.01%70 LF 8" EX.SANITARY @1.23%24" STORM CROSSING.INV=915.23'.15" STORM CROSSING.INV=915.32'.24" STORM CROSSING.INV=914.43'.15" STORM CROSSING.INV=915.33'.24" STORM CROSSING.INV=915.16'.12" STORM CROSSING.INV=908.34'.GATE VALVE STA: 15+53.34 OS:-0.38 LPROPOSED GRADE, TYP.PROPOSED GRADE, TYP.EG:FG:EG:FG:EG:FG:EG: 912.91FG:EG: 912.92FG: 913.33EG: 912.30FG: 914.89EG: 912.64FG: 916.63EG: 913.35FG: 918.40EG: 914.44FG: 920.04EG: 915.31FG: 920.43EG: 915.86FG: 920.19EG: 916.36FG: 920.11EG: 916.93FG: 920.43EG: 917.48FG: 920.48 EG: 919.77 FG: 920.48 EG: 921.34 FG: 920.48 EG: 919.91 FG: 920.22 EG: 919.06 FG: 920.06 EG: 919.43 FG: 920.29 EG: 919.51 FG: 920.53 EG: 919.63 FG: 920.75 EG: 919.56 FG: 920.94 EG: 919.25 FG: 921.07 EG: 918.40 FG: 921.19 EG: 917.82 FG: 921.10 EG: 917.70 FG: 920.97 EG: 917.64 FG: 920.80 EG: 917.60 FG: 920.57 EG: 917.37 FG: 920.34 EG: 917.08 FG: 920.36 EG: 916.77 FG: 920.51 EG: 916.50 FG: 920.66 EG: 916.33 FG: 920.81 EG: 916.43 FG: 921.03 EG: 916.66 FG: 921.27 EG: 917.62 FG: 921.27 EG: 918.32 FG: 921.10 EG: 918.59 FG: 921.38 EG: 919.01 FG: 921.74 EG: 919.55 FG: 922.02 EG: 920.08 FG: 922.20 EG: 920.67 FG: 922.26 EG: 921.17 FG: EG: FG: EG: FG:EXISTING GRADE, TYP.EXISTING GRADE, TYP.PROPERTY LINESTA: 20+17.52PROPERTY LINESTA: 10+40.00INTERSECTIONSTA: 18+94.09INTERSECTIONSTA: 16+93.32INTERSECTIONSTA: 13+31.32INTERSECTIONSTA: 11+71.49KESTREL DRIVE (PRIVATE DRIVE)7.5' MIN.COVERENSURE MIN 18''OF SEPARATIONAT CROSSING7.5' MIN.COVERCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.4SANITARY & WATERMAIN PLAN & PROFILE01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"PUBLIC WATER MAINPRIVATE WATER SERVICE(S)PUBLIC WATER MAIN ENDS ATTHE PUBLIC GATE VALVEPUBLIC WATER MAIN ENDS ATTHE PUBLIC GATE VALVEPUBLIC WATER MAINPRIVATE WATER SERVICE(S) HYD. & GV PERCITY STANDARDS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS HYD. & GV PER CITY STANDARDS 8" FIRE PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS 6" DOMESTIC PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS FIRE DEPARTMENT CONNECTION, COORD. W/MECH'L PLANS FOR FINAL LOCATION STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=902.55 COORD. W/MECH'L PLANS. COORDINATE SANITARY SERVICES, WATER SERVICES, & STORM CONNECTIONS INTO THE BUILDING W/ MECH'L PLANS PRIOR TO CONSTRUCTION. CONFIRM SIZING & INVERT ELEVATIONS. BRING INCONSISTENCIES TO THE STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=904.80 COORD. W/MECH'L PLANS. 27 LF 8" PVC SDR 26 SANITARY SERVICE UTILITY CROSSING TOP OF WATER≈912.5 BOT OF STORM≈915.0 SEPARATION≈2.5' MAINTAIN MIN 18'' SEPARATION AT CROSSING. INSULATE AS NECESSARY. EXTRA DEPTH STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.16COORD. W/MECH'L PLANS.30 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00% CBMH 14-48" RIM=926.00 IE(W)=919.27 IE(E)=919.12 66 LF 12" SCH. 40 PVC STORM @ 1.00% STMH 13-48" RIM=926.46 IE(N)=918.22 IE(S)=918.81 IE(E)=921.99 IE(W)=918.37 80 LF 15" HDPE STORM @ 0.94% STMH 11 RIM=926.81 IE(E)=916.73 IE(E)(ADDITIONAL OVERFLOW PIPE)=919.73 IE(N)=917.23 IE(W)=917.23 78 LF 18" HDPE STORM @ 0.80% STORM SEWER PIPE TO CROSS BUILDING FOOTPRINT. 145 LF 24" SCH 40 PVC STORM @ 1.20% SIZED FOR THE 100-YR STORM EVENT COURTYARD 100-YR DISCHARGE≈34.3 CFS PIPE CAPACITY≈35.6 CFS UNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=3.1'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIRED 73 LF 18" HDPE STORM @ 0.89% STUB STORM TO 5' FROM BUILDING IE @ STUB=917.00 COORD. W/ MECH'L PLANS 81 LF 12" SCH 40 PVC STORM @ 2.43% 34 LF 16" SCH. 40PVC STORM @ 1.00%CBMH 17-48"RIM=924.00IE(W)=919.59IE(E)=919.49 CBMH 16-48"RIM=926.39IE(W)=918.53IE(N)=918.84IE(SE)=918.53 IE(SW)=922.16 108 LF 18" HDPE STORM @ 0.89% STUB STORM TO 5' FROM BUILDING IE @ STUB=917.75 COORD. W/ MECH'L PLANS STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS78 LF 12" SCH 40 PVCSTORM @ 2.55%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 10" SCH 40 PVCSTORM @ 4.05%RIM=921.09IE=915.40 40 LF TRENCH DRAIN 50 RIM=914.85 BOT=912.85 CONNECT TO INTERIOR BLDG MECH'L PUMP, SEE MECH'L PLANS DRAINAGE AREA ≈ 18,000 SF 100-YR FLOW RATE PER INTERNAL PLUMBING CODE ≈ 0.9 CFS (SEE DETAIL AND SHOP DWGS) 117 LF 24" HDPESTORM @ 0.30% ADDITIONAL OVERFLOW PIPE STORM SEWER PIPE TO CROSS BUILDING FOOTPRINT. 145 LF 20" SCH 40 PVC STORM @ 1.20% SIZED FOR THE 10-YR STORM EVENT COURTYARD 10-YR DISCHARGE≈20.8 CFS PIPE CAPACITY≈21.9 CFS WILL NOT SEE ANY STORM WATER FLOW EXCEPT IN STORM EVENTS LARGER THAN THE 100-YEAR OR IN CASES OF PRIMARY PIPE CLOGGING OR MALFUNCTION. REDUNDANT PIPE COVER ≈ 4.1' TO 4.4' BELOW FINISHED FLOOR IN THIS AREA D&U EASEMENT LINE D&U EASEMENTSTUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS 15 LF 12" SCH. 40PVC STORM @ 1.00% STUB STORM TO 5' FROM BUILDING IE @ STUB=918.99 COORD. W/ MECH'L PLANS 9 LF 12" SCH. 40 PVC STORM @ 2.00%12'' NYLOPLAST STRUCTURE 13B RIM=926.50 IE=922.50 46 LF 18" HDPE STORM @ 0.80% 72 LF 18" HDPE STORM @ 0.90% CBMH 12-48" BEEHIVE GRATE RIM=925.25 IE(E)=917.60 IE(S)=917.60 INCLUDE DRAINTILE AT BOTTOM OF "ROCK RIVERBED" TIE INTO CBMH 12 43 LF 10" SCH. 40 PVC STORM @ 1.00% 8 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLAST STRUCTURE 13A RIM=926.42 IE=922.42 INCLUDE DRAINTILE AT BOTTOM OF "ROCK RIVERBED" TIE INTO CBMH 14 STMH 15-48" RIM=926.00 IE(S)=917.88 IE(NE)=921.69 IE(NW)=917.88 15'' NYLOPLAST STRUCTURE 15A RIM=925.97 IE=921.97 12'' NYLOPLASTSTRUCTURE 15BRIM=926.42IE=922.4246 LF 10" SCH. 40PVC STORM @ 0.98% 28 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLAST STRUCTURE 16A RIM=926.39 IE=922.39 23 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLASTSTRUCTURE 16BRIM=926.39IE=922.75 36 LF 10" SCH. 40PVC STORM @ 1.00%UTILITY CROSSINGTOP OF STORM≈920.6BOT OF STORM≈922.6SEPARATION≈2.0'20.0 T T T HYD. & GV PERCITY STANDARDS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS HYD. & GV PER CITY STANDARDS 8" FIRE PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS 6" DOMESTIC PVC C900 WATER SERVICE, STUB TO W/I 5' FROM BUILDING, COORD. W/MECH'L PLANS FIRE DEPARTMENT CONNECTION, COORD. W/MECH'L PLANS FOR FINAL LOCATION STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=902.55 COORD. W/MECH'L PLANS. COORDINATE SANITARY SERVICES, WATER SERVICES, & STORM CONNECTIONS INTO THE BUILDING W/ MECH'L PLANS PRIOR TO CONSTRUCTION. CONFIRM SIZING & INVERT ELEVATIONS. BRING INCONSISTENCIES TO THE STUB SANITARY SEWER TO 5' FROM BUILDING IE @ STUB=904.80 COORD. W/MECH'L PLANS. 27 LF 8" PVC SDR 26 SANITARY SERVICE UTILITY CROSSING TOP OF WATER≈912.5 BOT OF STORM≈915.0 SEPARATION≈2.5' MAINTAIN MIN 18'' SEPARATION AT CROSSING. INSULATE AS NECESSARY. EXTRA DEPTH STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.16COORD. W/MECH'L PLANS.30 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00% CBMH 14-48" RIM=926.00 IE(W)=919.27 IE(E)=919.12 66 LF 12" SCH. 40 PVC STORM @ 1.00% STMH 13-48" RIM=926.46 IE(N)=918.22 IE(S)=918.81 IE(E)=921.99 IE(W)=918.37 80 LF 15" HDPE STORM @ 0.94% STMH 11 RIM=926.81 IE(E)=916.73 IE(E)(ADDITIONAL OVERFLOW PIPE)=919.73 IE(N)=917.23 IE(W)=917.23 78 LF 18" HDPE STORM @ 0.80% STORM SEWER PIPE TO CROSS BUILDING FOOTPRINT. 145 LF 24" SCH 40 PVC STORM @ 1.20% SIZED FOR THE 100-YR STORM EVENT COURTYARD 100-YR DISCHARGE≈34.3 CFS PIPE CAPACITY≈35.6 CFS UNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=3.1'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIRED 73 LF 18" HDPE STORM @ 0.89% STUB STORM TO 5' FROM BUILDING IE @ STUB=917.00 COORD. W/ MECH'L PLANS 81 LF 12" SCH 40 PVC STORM @ 2.43% 34 LF 16" SCH. 40PVC STORM @ 1.00%CBMH 17-48"RIM=924.00IE(W)=919.59IE(E)=919.49 CBMH 16-48"RIM=926.39IE(W)=918.53IE(N)=918.84IE(SE)=918.53 IE(SW)=922.16 108 LF 18" HDPE STORM @ 0.89% STUB STORM TO 5' FROM BUILDING IE @ STUB=917.75 COORD. W/ MECH'L PLANS STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS78 LF 12" SCH 40 PVCSTORM @ 2.55%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 10" SCH 40 PVCSTORM @ 4.05%RIM=921.09IE=915.40 40 LF TRENCH DRAIN 50 RIM=914.85 BOT=912.85 CONNECT TO INTERIOR BLDG MECH'L PUMP, SEE MECH'L PLANS DRAINAGE AREA ≈ 18,000 SF 100-YR FLOW RATE PER INTERNAL PLUMBING CODE ≈ 0.9 CFS (SEE DETAIL AND SHOP DWGS) 117 LF 24" HDPESTORM @ 0.30% ADDITIONAL OVERFLOW PIPE STORM SEWER PIPE TO CROSS BUILDING FOOTPRINT. 145 LF 20" SCH 40 PVC STORM @ 1.20% SIZED FOR THE 10-YR STORM EVENT COURTYARD 10-YR DISCHARGE≈20.8 CFS PIPE CAPACITY≈21.9 CFS WILL NOT SEE ANY STORM WATER FLOW EXCEPT IN STORM EVENTS LARGER THAN THE 100-YEAR OR IN CASES OF PRIMARY PIPE CLOGGING OR MALFUNCTION. REDUNDANT PIPE COVER ≈ 4.1' TO 4.4' BELOW FINISHED FLOOR IN THIS AREA D&U EASEMENT LINE D&U EASEMENTSTUB STORM TO 5' FROMBUILDING IE @ STUB=918.99COORD. W/ MECH'L PLANS 15 LF 12" SCH. 40PVC STORM @ 1.00% STUB STORM TO 5' FROM BUILDING IE @ STUB=918.99 COORD. W/ MECH'L PLANS 9 LF 12" SCH. 40 PVC STORM @ 2.00%12'' NYLOPLAST STRUCTURE 13B RIM=926.50 IE=922.50 46 LF 18" HDPE STORM @ 0.80% 72 LF 18" HDPE STORM @ 0.90% CBMH 12-48" BEEHIVE GRATE RIM=925.25 IE(E)=917.60 IE(S)=917.60 INCLUDE DRAINTILE AT BOTTOM OF "ROCK RIVERBED" TIE INTO CBMH 12 43 LF 10" SCH. 40 PVC STORM @ 1.00% 8 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLAST STRUCTURE 13A RIM=926.42 IE=922.42 INCLUDE DRAINTILE AT BOTTOM OF "ROCK RIVERBED" TIE INTO CBMH 14 STMH 15-48" RIM=926.00 IE(S)=917.88 IE(NE)=921.69 IE(NW)=917.88 15'' NYLOPLAST STRUCTURE 15A RIM=925.97 IE=921.97 12'' NYLOPLASTSTRUCTURE 15BRIM=926.42IE=922.4246 LF 10" SCH. 40PVC STORM @ 0.98% 28 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLAST STRUCTURE 16A RIM=926.39 IE=922.39 23 LF 10" SCH. 40 PVC STORM @ 1.00% 15'' NYLOPLASTSTRUCTURE 16BRIM=926.39IE=922.75 36 LF 10" SCH. 40PVC STORM @ 1.00%UTILITY CROSSINGTOP OF STORM≈920.6BOT OF STORM≈922.6SEPARATION≈2.0'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC4.5UTILITY PLAN -COURTYARDSEE SHEET C2.0 FOR GENERALSITE NOTES AND LEGEND01" = 20'-0"20'-0"10'-0"NUTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAIN COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION6"3'-6"3'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE6BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.INCLUDE SAND SUBBASE PER GEOTECH REPORT1LIGHT DUTY 1.5" 2.5" 6"MEDIUM DUTY 1.5" 3" 6"FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/42WALKS5"6"CONC. PVMT.5"6"N T SB-612 CONCRETE CURB AND GUTTER7" 13 1/2"6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS57"24"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"VALLEY GUTTERN T SADJ. PVMT. SECTION, OR OTHER MATERIALS, SEEPLANCAST-IN-PLACE CONCRETE VALLEY GUTTERSEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT.PVMT., OR OTHER MATERIALS,SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE12"34"320"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"6"RIBBON CURBN T SADJ. PVMT. SECTION, OR OTHERMATERIALS, SEE PLANCONTINUOUS SLOPE CONCRETE "CURB"SLOPE ACROSS CURB 34" PER 1'-0"ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OROTHER MATERIALS, SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE7"4FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.5. CONCRETE PADS. ON-SITE SHALL INCLUDE FIBER REINFORCING - 5 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 ORSTEEL REINFORCEMENT #4 @ 16"FIBER-REINFORCED CONCRETEN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5AGGREGATE BASECOMPACTEDSUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.5 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING OR STEELREINFORCEMENT #4 @ 16"JOINT DEPTH T/33TRASH PAD8"6"ACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1. ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2. VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3. SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4. ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKING SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITYCODE7CITY OF CHANHASSEN SPECIFIC NOTES:1. REFER TO THE LATEST VERSION OF THE CITY OF CHANHASSEN SPECIFICATIONS. 2025 CITY OFCHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES SIGNED MARCH 12, 2025.AVAILABLE ON THE CITY WEBSITE FOR LANDSCAPE SPECIFICATIONS, SANITARY AND STORMSEWER SPECIFICATIONS, SEWER & WATER TRACE WIRE SPECIFICATIONS, & WATER MAINSPECIFICATIONS.PIPE BOLLARD - EMBEDDEDN T S12" DIA.48"48"6" MIN. BEHINDCURB OR ADJ.TO WALK, SEEPLAN FORDIMS.FILL W/ CONC."IDEAL SHIELD" PLASTICCOVER OVER ENTIREBOLLARD6" DIA. SCH 40 STEEL PIPEDOUBLE PRIME PRIOR TOCOVER INSTALLATIONMATERIALS VARY -SEE PLANS12" POURED-IN-PLACECONC. FOOTING.COMPACT SUBGRADE6"10N T SCURB AND GUTTER DRAIN TILEFINISHED GRADECLASS 5 AGGREGATEOR SAND SUB-BASECOMPACTED SUB-BASE,EXIST. NATIVE OR PERSOILS REPORTNOTES:1. A MINIMUM OF 50' OF DRAIN TILE SHALL BE PLACED AT THE CATCH BASIN, AS CALLED OUT ON THE UTILITY PLAN.2. THE FIRST 18" AT THE CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. DRAIN TILE SHALL BE PLACED BEHIND THEPROPOSED CURB LINE.3. MAINTAIN POSITIVE SLOPE AWAY FROM THE CATCH BASIN AT ALL TIME. DRAIN TILE SLOPE SHALL MATCHPROPOSED AT GRADE SLOPE OR 0.5%, WHICH EVER IS GREATER.4. FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTORS SHALL EXTEND DRAIN TILE IN 4 DIRECTIONS INTHE SHAPE OF AN "X", FOR 15' FROM EDGE OF CATCH BASIN STRUCTURE.5. CONTRACTOR SHALL PROVIDE SOLID WALL PVC PIPE TO 10' OF EITHER SIDE OF WATERMAIN CROSSINGS, ASAPPLICABLE.6. DRAIN TILE SHALL CONNECT TO THE CATCH BASIN AT 2.5' BELOW THE PROPOSED RIM ELEVATION OR AT THEBOTTOM OF THE PAVEMENT BASED MATERIAL, WHICHEVER IS DEEPER.7. CONNECTIONS TO THE CATCH BASIN SHALL BE PREFORMED OR CORE DRILLED. VOIDS AT CONNECTION TO BEGROUTED.8. PIPE CAPS SHALL BE INSTALLED ON THE END RUNS OF ALL DRAIN TILE PIPES.9. IF SUMP DISCHARGE CONNECTIONS ARE BEING INSTALLED, THE DRAIN TILE MUST BE RIGID PVC TO THEMIN.6"FINISHED GRADE4" PERFORATEDDRAIN TILE ATBOTTOM OFSUBGRADEFUTURECURB &GUTTERCATCHBASINBITUMINOUS PAVEMENT18"18"MIN. 6"FABRICOVERLAPFILTER FABRICMNDOT 3733 TYPE 1 OREQUIVALENTASTM C33/C33MGRADATION #42"12"MIN.MIN. 25' OF DRAIN TILEMIN. 25' OF DRAIN TILEMIN.6"9NOTE: INCLUDE SAND SUBBASE PER GEOTECHRECOMMENDATION. (18'' BELOW THE AGGREGATE SUBBASE)NOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONNOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONNOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONNOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONNOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONNOTE: INCLUDE SAND SUBBASE PERGEOTECH RECOMMENDATIONEXTERIOR SITE STEP - 2-3 STEP DESIGNFINISHED GRADE1/8"/FTSLOPE1"BATTER(TYP.)N T SUSE ONLY WITH IBC BUILDING TYPES1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE INACCORDANCE TO THE GEO-TECHNICAL RECOMMENDATIONSOR AS SPECIFIED.2. AS NECESSARY, SUBMIT RAILING SHOP DRAWINGS FORREVIEW BY THE LANDSCAPE ARCHITECT PRIOR TOFABRICATION. COORDINATE FABRICATION OF RAILING WITHOTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BECOMPLIANT WITH CURRENT ADA ACCESSIBILITYREQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL ORADJACENT CURB PRIOR TO INSTALLATION OF STAIRS-SEEDETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS ANDADJACENT STRUCTURES UNLESS OTHERWISE SHOWN.CONCRETE SHALL DIRECTLY ABUT FACE OF ADJACENTSTRUCTURE, SEE SITE PLAN1'-0"TYP.6"1/2" WIDEEXPANSIONJOINT WITHSEALANT. 8"L #4STEEL DOWELWITH SLEEVE1/2" DIA. RADIUS ON NOSE (TYP.)BROOM FINISH TREADSPERPENDICULAR TO TRAFFIC#4 REBAR3" CLEARANCE#4 REBAR AT NOSE OF TREAD (TYP.)WALK MATERIALSSEE DETAILVERIFY WALK WIDTHS WITHSITE PLAN. REGARDLESS OFSITE PLAN LAYOUT, ENSUREMIN. 36" BETWEEN HANDRAILS.FINISHED GRADE1/2" WIDE EXPANSION JOINTWITH SEALANT. 8"L #4 STEELDOWEL WITH SLEEVEWALK MATERIALS SEEDETAILAGGREGATE BASE (TYP.)COMPACTED SUBGRADE(TYP.)1'-0"NOTES6" RISER 12"24"CORE AND GROUT RAIL INTOPLACE, MIN. 6" DEPTH.12" TYP.COORD. W/ARCH'L AND OWNERON RAILING SELECTION36" 24" TYP 6"TYP.11EXTERIOR SITE STAIR & HANDRAILN T SNOTES:1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICALRECOMMENDATIONS OR AS SPECIFIED.2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATEFABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENTADA ACCESSIBILITY REQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALLDIRECTLY ABUT FACE OF RETAINING WALL.8"VERIFY WALK WIDTHS WITH SITE PLAN.REGARDLESS OF SITE PLAN LAYOUT,ENSURE MIN. 36" BETWEEN HANDRAILS.18" TYP.SECTION12"TYP.FINISHED GRADE12"24" TYP 12" TYP.12"TREAD6" RISER 1%12"24"VARIES, SEE PLAN4" TYP. FROM EDGE OF CHEEK WALL TO CENTER OF RAIL.PLAN12"8" SEE PLANS 12" TYP.24"36"FINISHED GRADECOMPACTED SUBGRADE12" WIDE EXPANSION JOINT WITH SEALANT.8"L #4 STEEL DOWEL WITH SLEEVE (TYP.)PAVEMENT,SEE PLANS#4 REBAR AT 12" O.C.BOTH WAYS (TYP.)CORE AND GROUT RAIL INTO PLACE,MIN. 6" DEPTH.6" DEPTH, CLASS 5AGGREGATE BASECOORD. W/ARCH'LAND OWNER ONRAILING SELECTIONEXISTINGSTOOP8" WIDE CONC. CHEEKWALL (TYP.)TOP OFCHEEK WALL#3 REBAR AT EACH NOSING12" DIA. RADIUS (TYP.)BROOM FINISH TREADS PERPENDICULAR TO TRAFFICPROPOSEDGRADEBOTTOM OFCHEEK WALL TOBE 6" BELOWGRADECOORD. W/ARCH'LAND OWNER ONRAILING SELECTION8 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.2CIVIL DETAILS REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.3CIVIL DETAILS REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.4CIVIL DETAILS REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.5CIVIL DETAILS COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.6CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONUNDERGROUND POND/BASIN 1PN T S216" MIN.1. INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2. ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP-GRADIENT LAND DISTURBING ACTIVITY BEGINS.3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THESTORMWATER SYSTEM.5. PERFORM ALL OTHER SITE IMPROVEMENTS.6. SEED AND MULCH ALL AREAS AFTER DISTURBANCE.7. CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.8. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.9. PLANT AND MULCH SITE.10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2. ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.3. SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT.4. TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH REVIEWED SHOP DRAWINGS.CONSTRUCTION SEQUENCING12"33"12"PAVEMENT / LANDSCAPING / SODPERFORATED 66" CMP / HDPESUGRADE SOILS (IN-SITU)FABRIC WRAP TOP AND SIDES WITHMNDOT TYPE 1 GEOTEXTILE (MNDOT 3733)GRADEKEY1. TOPSOIL / PAVEMENT SECTION2. FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE)AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95%STANDARD DENSITY PER AASHTO T99.6" MIN.STONE IEELEV=912.10CHAMBER IEELEV=912.60CHAMBER TOPELEV=918.10CHAMBER IEELEV=918.60MIN FINISHED GRADE ATOP SYSTEMELEV=921.25MIN COVER OVERCHAMBER = 3.15'4GROUT UPSTREAM/DOWNSTREAM SIDE OFWEIR WALL (IF NECESSARY) UP TO LOWESTOPENING SUCH THAT STORM WATER CANFREELY FLOW FROM INLET TO OUTLETTHROUGH 4'' ORIFICECONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=912.55RIM ELEV=922.00SEE UTILITYPLAN FORSIZEDEPTH VARIES, SEE UTILITY PLAN BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6"X6" 10/10 MESHSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5ADJUSTING RINGS. GROUTBETWEEN RINGS, CASTING,AND ALONG OUTSIDE.METAL SEWER CASTINGSOLID COVER"RIM ELEVATION"PRECAST COVER - 8" THICKPRECAST CONCRETE SECTIONRUBBER GASKET - TYP. AT ALL JOINTSWEIR WALL, SEE CROSSSECTION FOR DETAILSSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZES4" DIAMETER ORIFICE AT SAME INVERTELEVATION AS INLET AND OUTLET PIPETILE. SEE CROSS SECTION FOR DETAILS#4 @ 12"HORIZONTAL#4 @ 12"VERTICAL4'SECTION A-ACONCRETE BAFFLE WALLTOP ELEV. = 918.054" DIA. ELEV. = 912.55ELEV.=BOT. OF MHNOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING.2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET CONTROL STRUCTURE PRIOR TO FINAL ACCEPTANCE.ALL DOGHOUSES SHALL BEGROUTED ON INSIDE ANDOUTSIDE. ALL GROUTING SHALLBE NON-SHRINKING CEMENT"W" * WALL CONSTRUCTIONSHALL BE CLASS II PRECASTPIPE, MNDOT STANDARDPLATE NO. 3000L912.5524" HDPE INLETELEV=912.555TRENCH DRAINN T SVARIESSEE PLAN8"10"6"6"8"10"8"6"6"EXPANSION JOINTCONCRETE SLAB ONGRADE, SEE SITE PLANFOR JOINTS#6 @ 2'-0" O.C.6#6 LONG'LSLOPE BOTTOM TOOUTLET, SEEGRADING PLANEXPANSION JOINTTRENCH DRAIN FRAME & COVERNEENAH R-4999-L2 OR APPROVEDEQUAL HEAVY DUTY GRATED COVER.GRATE COVER TO BE TYPE "L" SEEPLAN FOR TRENCH LENGTH2DOWNSPOUT TO PIPE CONNECTIONN T SVARIES BUILDING DOWNSPOUT REFER TOARCH'LCAP WITH HOLE CUT OUT FORDOWNSPOUTCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14 BENDSEWER ELBOW6" PVC SEWER PIPECRUSHED AND COMPACTEDSTONE3REFER TO INTERIM CONDITIONS PLAN FOR CONSTRUCTION OF RATECONTROL BASIN 1P IN NORTH OF PROJECT3H:1L MAX.VEGETATED SWALE SECTION DETAIL (BIG ROLL SOD)N T STYPICAL SECTION VIEWUNDISTURBED,UN-COMPACTED IN-SITUSOILORGANIC TOPSOIL BELOW BIG ROLLSOD, 12" DEPTH MINIMUMBIG ROLL SOD, SEE LANDSCAPE PLAN FORHORIZONTAL LAYOUT, SEE GRADING PLANFOR ELEVATIONSMATCH EXISTING GRADE ATGRADING LIMITS1 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.7CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.8CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.9CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.10CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION8"8"TYP.3 SECTIONS OF FENCING BETWEENPIERS SPACED 6' O.C. MAX.5'-0" TYP.8"5'-0"TYP.8"ALUMINUM FENCE - 6' HT.N T S3-RAIL FLAT TOP (#1230) 42" HT, WITH HEAVY DUTYPOSTS, 6' O.C. BY COURTYARD ALUMINUM FENCESYSTEMS14" THICK EXP.JOINT (TYP.)ALUMINUM POSTGROUTED IN PLACE8" CONCRETE POST FOOTINGCLASS V AGGREGATE SUBBASE1NOTE:1. CUT-SHEET OR SHOP DRAWINGS REQUIRED FOR ALL MATERIALS, INCLUDING DRAIN BOARD AND PLANTERS2. SPECIALTY PLANTING SOIL MUST BE THOROUGHLY MIXED. "LAYERING" OF MATERIALS WILL NOT BEPERMITTED3. CONTRACTOR MAY SUGGEST ALTERNATE MATERIALS AND CONSTRUCTION TECHNIQUES SUBJECT TOOWNER AND LANDSCAPE ARCHITECT REVIEW AND APPROVAL.COMMERCIAL PLANTER - ON ROOFTOP PEDESTAL SYSTEMN T SWATER PERMEABLE FILTER FABRICFILL WITH SPECIALTY PLANTINGMIX: "PLAISTED ROOFTOPGARDEN MIX" OR EQUIV.2" MIN HEIGHT, PERMEABLE, POLY.DRAIN BOARD SYSTEMMIN. 3" MULCH, TYPCOMMERCIAL PLANTER -"TOURNESOL SITEWORKS,BOULEVARD PLANTER" WESTERNRED CEDAR - OR EQUIV.24"-36"SEE PLAN PROVIDE ELECT. FOR OUTLETSAND GROUND MOUNTED ACCENTLIGHTINGPROVIDE IRRIGATION INCLUDINGPIPING, VALVES, MANFOLDS, VALVEBOXES, AND EMMITTERSCLOSED CELL INSULATION BOARD,MIN 2" MATERIAL, INSTALL ON ALLPLANTER SIDES AS SHOWNSEE STRUCTURAL, VERIFYWITH STRUCTURALLOCATION BEFORE INSTALL.PROVIDE PLANTER DRAIN, ONE PERPLANTERDRAWN @ ? size2SYNTHETIC GRASS WITH PERMEABLE BASEN T S2"VARIES4"COMPACTED SUBGRADECOMPACTED 34" CLEAR CRUSHED LIMESTONECOMPACTED 38" CLEAR GRANITE CHIPLANDSCAPE BEDNOTES:1.CONTRACTOR MAY PROPOSE ANOTHER MANUF. IF DEEMED EQUIVALENT IN QUALITY.2.SHOP DRAWING REQUIRED PRIOR TO APPROVAL/INSTALLATION.3.OWNER TO APPROVE SAMPLES BEFORE INSTALLATION4.INSTALL SYSTEM ACCORDING TO MANUF. SPECIFICATION & INSTRUCTIONS.5.INSTALLING CONTRACTOR SHALL HAVE EXPERIENCE INSTALLING SYNTHETIC TURF OF THIS TYPE AT LEAST 3PREVIOUS TIMES BEFORESTAPLE OR NAIL TURF TOCOMPOSITE WOOD BORDER ATPERIMETER AND SEAMSMETAL EDGING WITH SPIKESEE DETAIL1 x 6 COMPOSITE WOODPERIMETER BOARD ATPERIMETER AND SEAMS)12" NAILS EVERY 2'-3' TO HOLDTHE PERIMETER BOARDSYNLAWN SYNTHETIC TURFCOORDINATE WITH VENDOR AND OWNER ONSPEC TYPE BEFORE INSTALL6" MIN9LESS THAN 48" , SEE GRADING PLANLANDSCAPE WALL (LESS THAN 48" HT.)N T S6" MIN. CLASS 5 COMPACTEDLEVELING PADDRAINTILE, PER WALL SPEC.,DAYLIGHT AT END & THRUWALL PER MANUF. SPECS.SEGMENTAL RETAINING WALL,SHOPS & COLOR SAMPLESREQUIREDWALL ROCK, PER WALL MANUF.SPECS, TYP.PVMT. SECTION, SEE DETAILEXIST. SLOPE & PLANTINGS10COMPACTED CRUSHED GRANITE TRAIL W/EDGING 6" DEPTHN T S6" CRUSHED GRANITESUITABLE FOR PAVINGW/ STABILIZER,COMPACTED - SEENOTESPERMEABLE GEOTEXTILECOMPACTED SUBGRADE (100% OFSTANDARD, DRY)NOTE:1. CONTRACTOR TO PROVIDE SAMPLES OF ALLMATERIALS PRIOR TO CONSTRUCTION2. GRAVEL PAVEMENT STABILIZER REQ.CONTRACTOR TO PROPOSE SPECIFICPRODUCT3. CRUSHED GRANITE TO BE GREY IN COLOR4. STEEL EDGING TO BE BLACK IN COLOR5. EDGING TO BE UNIFORM IN HEIGHT ANDFORM ON ALL CURVES AND ELEVATIONSCHANGES. ALL END ABUTMENTS TO BENEAT AND UNIFORMED.COMMERCIAL GRADE STEEL EDGINGINSTALL PER MANUFACTURERECOMMENDATIONSURFACED VARIES, SEE PLANSET TOP OF EDGING 1" ABOVE FINISHEDCOMPACTED TRAIL3COMPACTED CRUSHED GRANITE TRAIL W/EDGING 6" DEPTH ON ROOFN T S6" CRUSHED GRANITESUITABLE FOR PAVINGW/ STABILIZER,COMPACTED - SEENOTESSEE STRUCTURAL, VERIFY DEPTHWITH STRUCTURAL BEFOREINSTALLNOTE:1. CONTRACTOR TO PROVIDE SAMPLESOF ALL MATERIALS PRIOR TOCONSTRUCTION2. GRAVEL PAVEMENT STABILIZER REQ.CONTRACTOR TO PROPOSESPECIFIC PRODUCT3. CRUSHED GRANITE TO BE GREY INCOLOR4. EDGING TO BE BLACK IN COLOR5. EDGING TO BE UNIFORM IN HEIGHTAND FORM ON ALL CURVES ANDELEVATIONS CHANGES. ALL ENDABUTMENTS TO BE NEAT ANDUNIFORMED.PERMALOC ALUMINUM *ATHLETEDGESURFACE RESTRAINT5" X 3" BLACK DURAFLEX FINISH,INSTALL PER MANUFACTURE REC, SHOPDRAWINGS REQ.SURFACED VARIES, SEE PLANSET TOP OF EDGING 1" ABOVE FINISHEDCOMPACTED TRAILALUMINUM 34" X 2" HEX BOLT AND WASHERGEO TEXTILE FABRIC TYP.4PLAYGROUND CURB ON ROOFN T S6"2"6"6"8"12" RAD. CORNERS, TYPFORMED-IN-PLACE MONOLITHIC CONC. CURB.PROVIDE MEDIUM BROOM FINISH ON TOPSURFACE. REINF. W/ #4 REBAR AND 6" WELDEDWIRE MESH. PROVIDE SHOP DRAWINGS, TYPBOCI BALL SURFACE, BRYAN ROCK ATHLETICAGGREGATE LIME OR EQUIV. INSTALL PERMANUFACTURE REC. SHOP DRAWINGS REQ.APPROX. FINISH GRADE (ADJ. FG)SURFACE VARRIES, SEE PLANSEE STRUCTURAL, VERFIFY WITHSTRUCTURAL BEFORE INSTALL6" COMPACTEDCLASS VAGGREGATENOTE:1. SHOP DRAWINGS REQUIRED FOR LAYOUT AND REINFORCING, PRIOR TO INSTALLATION.12" EXP. JOINT & SEALANT, TYPMODIFY RAD. CORNERS TO MEET ADJ. WALK SURFACEADJACENT WALK AND TOPOF CURB SHALL MATCHSEE SITE AND PVMT.DETAILSCONDITION AT WALK4"34" WEEP HOLES 5' O.C.4" DIA. PREF. DRAINTILE5FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S ON ROOFTOP SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/4SEE STRUCTURAL, VERIFYWITH STRUCTURAL BEFOREINSTALL6WALKSX"X"CONC. PVMT.X"X"FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/47WALKSX"x"CONC. PVMT.X"X"PLAYGROUND CURB ON ROOFN T S6" 2"6"6"8"12" RAD. CORNERS, TYPFORMED-IN-PLACE MONOLITHIC CONC. CURB.PROVIDE MEDIUM BROOM FINISH ON TOPSURFACE. REINF. W/ #4 REBAR AND 6" WELDEDWIRE MESH. PROVIDE SHOP DRAWINGS, TYPSYNTHETIC TURF, X GRASS OR EQ. SHOPDRAWING REQ, INSTALL PER MANUFACTURESRECOMMENDATION.APPROX. FINISH GRADE (ADJ. FG)SURFACE VARRIES, SEE PLANSEE STRUCTURAL, VERFIFY WITHSTRUCTURAL BEFORE INSTALL6" COMPACTEDCLASS VAGGREGATENOTE:1. SHOP DRAWINGS REQUIRED FOR LAYOUT AND REINFORCING, PRIOR TO INSTALLATION.12" EXP. JOINT & SEALANT, TYPMODIFY RAD. CORNERS TO MEET ADJ. WALK SURFACEADJACENT WALK AND TOPOF CURB SHALL MATCHSEE SITE AND PVMT.DETAILSCONDITION AT WALK4"34" WEEP HOLES 5' O.C.4" DIA. PREF. DRAINTILE8 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.11CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONORNAMENTAL BOULDER ON ROOFN T S1/3 OF BOULDERBELOW F.G.LIMESTONE BENCH/SEAT SIZE & SHAPE VARIES.SURFACE VARIES, SEE SITE PLAN (C2.O)FOR SPECIFIC SURFACE6" CLASS 2 AGGREGATE SUBBASE(MNDOT 3138 EQUIV.)NOTES:1. CONTRACTOR SHALL COORDINATE SELECTION OF BOULDERS WITH THE LANDSCAPE ARCHITECT AT THE QUARRY PRIOR TODELIVERY.2. BOULDERS SIZE, SHAPE, & COLOR SHALL BE AS SPECIFIED. BOULDERS FROM EXCAVATION ACTIVITIES SHALL BE REVIEWEDBY THE LANDSCAPE ARCHITECT FOR APPROVAL TO USE AS AN ACCEPTABLE BOULDER PRODUCT PRIOR TO INSTALLATION.3. CONTRACTOR SHALL STAKE IN THE FIELD LOCATION AND GROUPING OF BOULDERS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.4. BOULDERS SHALL BE FREE OF SHARP ANGLES AND OBSERVED FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION. APPROXIMATE ORIENTATION OF THE BOULDER SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECTPRIOR TO FINAL INSTALLATION.FINISHEDGRADESEE STRUCTURAL, VERIFY WITHSTRUCTURAL BEFORE INSTALL1DRAWN @ ? sizeCONSTRUCTION SEQUENCING1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSIONCONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THEPRACTICE 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.4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC)PRIOR TO SETTING FINAL GRADE OF DRY CREEK BED.5. ROUGH GRADE THE SITE.6. PERFORM ALL OTHER SITE IMPROVEMENTS.7. CONSTRUCT DRY CREEK BED UPON STABILIZATION OF CONTRIBUTING DRAINAGEAREA.8. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.9. SEED, PLANT & MULCH DRY CREEK BED DEVICE - SEE PLANT SCHEDULE ANDLANDSCAPE10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTINGDRAINAGE AREA IS ADEQUATELY VEGETATED.GENERAL NOTES4. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO DRY CREEK BED DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROMTHE PRACTICE PRIOR TO CONTINUING CONSTRUCTION.5. GRADING OF DRY CREEK BED SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.6. ALL SUB MATERIALS BELOW THE SPECIFIED BOTTOM OF THE DRY CREEK BED DEPTH(ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED.7. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTINGDRAINAGE AREA IS ADEQUATELY VEGETATED.PLANTING SOIL NOTES1. PLANTING SOIL SHALL CONSIST OF:HOMOGENOUS CONSTRUCTION SAND70%COMPOST (ORGANIC - MNDOT GRADE 2 OR EQUIV.) 30%TYPICAL SECTION VIEWDRY CREEK BED SECTION/DETAILN T S3H:1LMAX.SEEGRADINGSEE GRADING PLAN FOR SLOPE AND DEPTHSOF CREEK BED, MAY VARY THROUGHOUTSEE GRADING PLAN FOR LAYOUT& DEPTH/ELEVATIONADJACENT LAWN, PLANTING AND/ORHARDSCAPE, SEE LANDSCAPE PLANUNDISTURBED, UNCOMPACTED INSITU SOILIF PLANTINGS OCCUR IN DRY CREEK BED AREAINCLUDE PLANTING SOIL IN BOTTOM AND SIDESOF DRY CREEK AT A MIN. DEPTH OF 6"LARGE BOULDERS - ARRANGE AS SHOWN ON LANDSCAPEPLAN. SEE LANDSCAPE PLAN FOR TYPES AND SIZESRIP-RAP - ALL OTHER AREAS OF DRY CREEK BED NOTSHOWN WITH BOULDERS SHALL HAVE LARGE RIP-RAP. SEELANDSCAPE PLAN FOR TYPES AND SIZE RANGES2TYPICAL BRIDGE SECTIONN T S6" TREX DECKING BOARDS OR EQUIV SHOP DRAWINGS REQ, INCLUDING COLOR2X6 JOISTCONCRETE LEDGE/FOOTEREXPANSION JOINTCONCRETE WALK SEE DETAIL12"48"10"4X8 JOIST BLOCKING 18" O.C.6X6 TOE KICK, 45 DEGMITER ON ALL EDGES4" PERF DRAINTILESEE DETAILCOMPACTED SUB-GRADEROCK SWALE SEE DETAIL8"4"2X8 LEDGER BOARDJOIST HANGERLAG BOLTNOTE:1. ALL WOOD MEMBERS TO BE GROUND TREATED ACETATE LUMBER, FREE OF DEFECTS,SOUTHERN YELLOW PINE OR EQ. CONFIRM SPECIES WITH LA OR OWNER BEFOREINSTALL.2. ALL FASTENERS TO BE SIMPSON STRONG TIE BLACK, OUT DOOR ACCENT LINE,CONFIRM COLOR AND STYLE BEFORE INSTALL.3. CONFIRM COLOR, MAKE AND MODEL OF DECKING BOARD WITH OWNER BEFOREINSTALL, SHOP DRAWINGS REQ.4. ALL RE-BAR TO BE #4 EPOXY COATED 12" O.C.5. CONFIRM THAT ALL MITER CUTS AND BLOCKING HAVE ADEQUATE WOOD GLUE6. ALL DECKING SCREWS TO BE BLACK GALVANIZED.7. LAG BOLT TO BE SECURED WITH EPOXY3TYPICAL BRIDGE PLANN T SNOTE:1. ALL WOOD MEMBERS TO BE GROUND TREATED ACETATE LUMBER, FREE OF DEFECTS,SOUTHERN YELLOW PINE OR EQ. CONFIRM SPECIES WITH LA OR OWNER BEFOREINSTALL.2. ALL FASTENERS TO BE SIMPSON STRONG TIE BLACK, OUT DOOR ACCENT LINE,CONFIRM COLOR AND STYLE BEFORE INSTALL.3. CONFIRM COLOR, MAKE AND MODEL OF DECKING BOARD WITH OWNER BEFOREINSTALL, SHOP DRAWINGS REQ.4. ALL RE-BAR TO BE #4 EPOXY COATED5. CONFIRM THAT ALL MITER CUTS AND BLOCKING HAVE ADEQUATE WOOD GLUE6. ALL DECKING SCREWS TO BE BLACK GALVANIZED.7. LAG BOLT TO BE SECURED WITH EPOXY INTO CONCRETE FOOTING7.7'5' 1.0' 4.0'DRY CREEK BEDALIGN CENTER OFBRIDGE WITH CENTEROF TRAILCONCRETE FOOTER SEE DETAIL2X8 LEDGER BOARD2X6 JOIST1X6 DECKING BOARD, TREX OR EQ, 38" MIN SPACING1'CUT LAST DECK BOARD TO FIT3.75' 1.0'1.0'1.0'8"9.0'2" 2"4TYPICAL POND SECTIONN T S2'FILTERBASKET STRAINER240 V 4800 GPH PUMP3" DIA OUT FLOW PIPE WITH BALL VALVENEOPLASTE SKIMMER BOXROCK CAP24" ROOT BARRIERNON WOVEN GEOTEXTILE FABRIC48 MIL EDPL FISH SAFE POND LINER1 12" RIVER ROCK24 - 48" BOULDER OUTCROPPINGSWATER LEVEL24" ROOT BARRIERMULCH AND PLANTINGMEIDACOMPACTED SUB GRADE10.5'SUBMERSIBLE POND LIGHTSPRAY JET 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT 10' D&U EASEMENT10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROWTOTO TOTO TO TO TO TO TO TO TOTOTOTO TOTOTOFILTRATION BASINPOND BOTTOM=914.00HWL=917.1910' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK 30' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACKTTT(6) Eastern Red Cedar(2) Balsam Fir(3) Autumn Brilliance Serviceberry(1) Balsam Fir(2) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(3) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(1) American Elm(1) Swamp White Oak(1) American Elm(2) American Elm(1) Swamp White Oak(3) Espresso Kentucky Coffeetree(2) Northwood Red Maple(4) American Elm(2) Northwood Red Maple(3) Autumn Brilliance Serviceberry(3) Balsam Fir(3) Pagoda Dogwood(5) White Pine(3) Black Hills Spruce(3) Thornless Cockspur Hawthorn(5) White Pine(2) Balsam Fir(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(3) Swamp White Oak(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) White Pine(10) Eastern Red Cedar(16) Feather Reed Grass(1) Northwood Red Maple(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(2) Prairie Dream Paper Birch(3) Royal Frost Birch(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,239 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,172 sf) BLUE GRASS SOD(9,723 sf) BLUE GRASS SOD(3,629 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(4) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(4,932 sf) BLUE GRASS SOD(8,417 sf) BLUE GRASS SOD(1) Autumn Brilliance Serviceberry(3) Black Hills Spruce(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(3) White Pine(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(1) Balsam Fir22 - CK3 - SS3 - RG1 - SH3 - RG1 - CV5 - RG12 - ST13 - CK1 - JM212 - CA244 - PL7 - CA21 - JM25 - CA21 - AG4 - RG14 - AB33 - RG23 - SH25 - RG24 - PL4 - SA24 - SA25 - CK3 - SH23 - RG216 - AB35 - RG3 - SS27 - SH24 - CM7 - CM21 - SH28 - PL4 - CM3 - CM5 - SH25 - PL20 - SH24 - RG24 - RG221 - SH23 - PL10 - SH25 - PL5 - CM4 - CM4 - CM8 - PL6 - CM16 - SH211 - CM5 - CM9 - CM10 - SH26 - RG25 - RG7 - SS9 - AB36 - CK24 - PH9 - CK6 - AB37 - SS28 - SH28 - RG6 - SS16 - AB33 - SH23 - RG23 - SH23 - RG216 - AB35 - RG25 - SA25 - SA24 - PL5 - CK5 - RG21 - AG4 - RG5 - CA21 - JM258 - PL12 - CA21 - JM27 - RG5 - ST8 - RG5 - SS22 - CK4 - SS4 - RG35 - PL5 - CA210 - CA262 - NK44 - PL4 - RG4 - SS15 - AB33 - SH23 - RG23 - RG23 - SH215 - AB316 - CK4 - RG4 - RG16 - CKFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 SYMBOLQTYCOMMON / BOTANICAL NAMESIZEGROUND COVERS3,127 sfDOG PARK MULCH. SYLVA SOFTSTEP EQUIV. / DOG PARK MULCHPROVIDE PLAYGROUND MULCH, SYLVA SOFTSTEP OR EQUIVILANT.INSTALLED 4" DEEP ON VEGETATION FREE, GRADED NATIVE SOIL,SEE GRADING PLAN FOR GRADES.Mulch13,760 sf1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH3/8" COMPACTED ROCK/STONE MULCH 3" DEEP OVER GEOTEXTILEFABRIC, PROVIDE SAMPLES. INSTALL W/EDGING AS SHOWN ONLANDSCAPE PLAN.Mulch59,329 sfBLUE GRASS SOD / SODBLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ONPREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4%ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLLPREFERRED FOR LARGER AREAS.Sod76,216 sfSUBTOTAL:SHOOTING STAR - SEED MIXES42,567 sfNO MOW FINE FESCUE MIX, SHOOTING STAR EQ / NO MOW SEED MIXNO MOW FINE FESCUE MIX, SHOOTING STAR SEED OR EQUIV., 25%Hard Fescue, 25% Chewings Fescue, 25% Creeping Red Fescue, 25%Sheeps Fescue. Install at +/-225#/ MNDOT TYPE1 MULCH W/STRAW,EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCEMNDOT SEEDING MANUALSeed Mix42,567 sfSUBTOTAL:PLANT SCHEDULEL1.0LANDSCAPE PLAN -OVERALLCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANYKIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM,CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO),DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDESHAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDINGTHE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.PLANTING SEASON SCHEDULESEASONCONIFEROUSDECIDUOUSREMARKSSPRING PLANTING APRIL 15 - JUNE 15APRIL 15 - JUNE 15FALL PLANTINGAUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMULCH SCHEDULEAREAMULCH TYPEEDGING FABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDSSEE SCHEDULE BELOWYESNOMAINT. STRIP AT BUILDING FOUNDATION SEE SCHEDULE BELOWNANADOG PARK MULCHSEE SCHEDULE BELOWYESYESSEED AREASSTRAW MULCHNANAPER MANUF. INSTRUCTNOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALS1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"FROM TREE TRUNK.4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATIONOF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDEHEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.74 TREES WITHIN THE LANDSCAPE PLAN AREFOR THE STORM WATER REQUIREMENTS OF THELARGER PLAN OF DEVELOPMENT. CONFORMINGWITH THE MASTER STORM WATER REPORT 21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT 10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)TO TO TOTOTOTO TO10' PARKING SET BACK 10' PARKING SET BACK10' PARK ING SET BACK 10' PARKING SET BACK 17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK3 0 ' E X T ER IOR PUD B LDG . S E T B AC K 30' BLDG. SET BACK17' BLDG. SET BACKTSYNTHETIC TURF FINE TYP.(6) Eastern Red Cedar(2) Balsam Fir(1) Balsam Fir(2) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(3) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,239 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,172 sf) BLUE GRASS SOD(9,723 sf) BLUE GRASS SOD(3,629 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(8,417 sf) BLUE GRASS SOD(3) White Pine(1) Balsam Fir22 - CK3 - SS3 - RG1 - SH3 - RG1 - CV5 - RG12 - ST13 - CK1 - JM212 - CA244 - PL7 - CA21 - JM25 - CA21 - AG4 - RG4 - RG4 - RG16 - CKSYNTHETIC TURF FINE TYP.L1.1LANDSCAPE PLAN -NORTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT KESTREL DRIVE(PRIVATE DRIVE)IRRPOND BOTTOM=914.00HWL=917.19 POOL BY OTHERSTTTURF TYP.SYNTHETIC TURF FINE TYP.SYTHETIC TURF ROUGH, TYP.EDGER TYP.TURF TYP.TURF TYP.TURF TYP.SYNTHETIC TURF FINE TYP.ROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPDRAWINGS REQ.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCKPOND TO CONTAIN 1.5"-3"RIVER ROCK MULCH38" COMPACTEDCRUSHED GRAVEL(3) Autumn Brilliance Serviceberry(1) Northwood Red Maple(1) Swamp White Oak(1) American Elm(2) American Elm(1) Swamp White Oak(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(2) Prairie Dream Paper Birch(3) Royal Frost Birch(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(6,492 sf) BLUE GRASS SOD(4,932 sf) BLUE GRASS SOD(1) Autumn Brilliance Serviceberry(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP1 - AG4 - RG14 - AB33 - RG23 - SH25 - RG24 - PL4 - SA24 - SA25 - CK3 - SH23 - RG216 - AB35 - RG3 - SS27 - SH24 - CM7 - CM21 - SH28 - PL4 - CM3 - CM5 - SH25 - PL20 - SH24 - RG24 - RG221 - SH23 - PL10 - SH25 - PL5 - CM4 - CM4 - CM8 - PL6 - CM16 - SH211 - CM5 - CM9 - CM10 - SH26 - RG25 - RG7 - SS9 - AB36 - CK24 - PH9 - CK6 - AB37 - SS28 - SH28 - RG6 - SS16 - AB33 - SH23 - RG23 - SH23 - RG216 - AB35 - RG25 - SA25 - SA24 - PL5 - CK5 - RG2TURF TYP.SYNTHETIC TURF FINE TYP.SYTHETIC TURF ROUGH, TYP.EDGER TYP.TURF TYP.TURF TYP.TURF TYP.SYNTHETIC TURF FINE TYP.ROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPDRAWINGS REQ.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCKPOND TO CONTAIN 1.5"-3"RIVER ROCK MULCH38" COMPACTEDCRUSHED GRAVELIRRPOND BOTTOM=914.00HWL=917.19 L1.2LANDSCAPE PLAN -CENTRALCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR 8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS >>STS STS >>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT 10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROWTOTO TOTO TO10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK 17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACKTTURF TYP.TURF TYP.ROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPTREES IN 6' DIA. CONTAINERS TYP.ATHLETIC SPORTS COURT AGG LIMESHOP DRAWING REQ. INSTALL PERMANUFACTURE RECOMMENDATION CONFIRMWITH OWNER COLOR AND GRADE SIZEBEFORE INSTALL.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCK(1) American Elm(1) Swamp White Oak(3) Espresso Kentucky Coffeetree(2) Northwood Red Maple(4) American Elm(2) Northwood Red Maple(3) Autumn Brilliance Serviceberry(3) Balsam Fir(3) Pagoda Dogwood(5) White Pine(3) Black Hills Spruce(3) Thornless Cockspur Hawthorn(5) White Pine(2) Balsam Fir(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(3) Swamp White Oak(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) Espresso Kentucky Coffeetree(1) White Pine(10) Eastern Red Cedar(16) Feather Reed Grass(1) Northwood Red Maple(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(4) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(3) Black Hills Spruce(1) Royal Frost Birch3 - SH216 - AB35 - SA25 - SA24 - PL5 - CK5 - RG21 - AG4 - RG5 - CA21 - JM258 - PL12 - CA21 - JM27 - RG5 - ST8 - RG5 - SS22 - CK4 - SS4 - RG35 - PL5 - CA210 - CA262 - NK44 - PL4 - RG4 - SS15 - AB33 - SH23 - RG23 - RG23 - SH215 - AB316 - CKTURF TYP.TURF TYP.ROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPTREES IN 6' DIA. CONTAINERS TYP.ATHLETIC SPORTS COURT AGG LIMESHOP DRAWING REQ. INSTALL PERMANUFACTURE RECOMMENDATION CONFIRMWITH OWNER COLOR AND GRADE SIZEBEFORE INSTALL.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCKL1.2LANDSCAPE PLAN -SOUTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR T T T 3 - EK1 - AG1 - AG2 - AG3 - SH1 - MS21 - CK10 - SA210 - PL1 - CA21 - CK12 - PL12 - SA21 - CA23 - SA27 - PL18 - SA28 - BG29 - PL3 - BG213 - BG218 - SA210 - PL18 - SA213 - TT1 - AG8 - RG216 - PL6 - TT11 - PL1 - AG18 - RG27 - DK21 - DK14 - DK1 - MS1 - CE21 - MSTURF TYP.3 - AGSYNTHETIC TURF FINE TYP.SYTHETIC TURF ROUGH, TYP.EDGER TYP.29 - SD8 - ST6 - PL21 - CA49 - ST6 - PL223 - HA23 - WP17 - HA212 - VL3 - AG1 - QB1 - BR1 - CA6 - NS6 - SF7 - SF2 - QB6 - SH23 - PL22 - VL3 - BR3 - CA22 - VL3 - CA222 - NK2 - AG16 - TT4 - PD3 - CA5 - RG8 - RG25 - TT2 - RG22 - QB11 - TT8 - VL1 - AG4 - RG10 - SH23 - AR1 - PD3 - RG6 - PL21 - CE24 - TT6 - SH25 - PP31 - CE219 - SH23 - CE23 - HB237 - NK14 - RG21 - CE214 - CA232 - DK1 - MS2 - BF6 - NK8 - RG5 - HA3 - PD5 - SS10 - PL21 - CA5 - VL11 - NK5 - VL3 - CA10 - NK3 - PD4 - VL3 - CA9 - NK4 - VL5 - PH8 - TT6 - HA6 - SS6 - TT11 - VL11 - RG1 - BV5 - PH5 - RG25 - TT15 - PH10 - RG15 - SA27 - TT1 - EK6 - RG21 - SA222 - HA29 - TT6 - VL34 - SA27 - HA23 - HA24 - DK5 - DK10 - DK1 - CE21 - CE21 - CE21 - MS1 - CE221 - SA29 - TT22 - HA23 - SA26 - VL7 - HA234 - SA24 - DK1 - MS1 - CE21 - MS1 - CE21 - CE21 - CE25 - DK10 - DK1 - MS1 - CE21 - MS1 - CE21 - CE229 - PH3 - RG29 - PH5 - RG21 - SA2TURF TYP.TURF TYP.TURF TYP.SYNTHETIC TURF FINE TYP.SYNTHETIC TURF FINE TYP.1 - QB3 - HP1 - HB3 - HE3 - HP3 - HE4 - HP1 - HB3 - HB27 - AN29 - BG29 - RG5 - VLROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPDRAWINGS REQ.TREES IN 6' DIA. CONTAINERS TYP.ATHLETIC SPORTS COURT AGG LIMESHOP DRAWING REQ. INSTALL PERMANUFACTURE RECOMMENDATION CONFIRMWITH OWNER COLOR AND GRADE SIZEBEFORE INSTALL.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCKPOND TO CONTAIN 1.5"-3"RIVER ROCK MULCH38" COMPACTEDCRUSHED GRAVEL12 - HB26 - HP3 - HE3 - EK1 - AG1 - AG2 - AG3 - SH1 - MS21 - CK10 - SA210 - PL1 - CA21 - CK12 - PL12 - SA21 - CA23 - SA27 - PL18 - SA28 - BG29 - PL3 - BG213 - BG218 - SA210 - PL18 - SA213 - TT1 - AG8 - RG216 - PL6 - TT11 - PL1 - AG18 - RG27 - DK21 - DK14 - DK1 - MS1 - CE21 - MSTURF TYP.3 - AGSYNTHETIC TURF FINE TYP.SYTHETIC TURF ROUGH, TYP.EDGER TYP.29 - SD8 - ST6 - PL21 - CA49 - ST6 - PL223 - HA23 - WP17 - HA212 - VL3 - AG1 - QB1 - BR1 - CA6 - NS6 - SF7 - SF2 - QB6 - SH23 - PL22 - VL3 - BR3 - CA22 - VL3 - CA222 - NK2 - AG16 - TT4 - PD3 - CA5 - RG8 - RG25 - TT2 - RG22 - QB11 - TT8 - VL1 - AG4 - RG10 - SH23 - AR1 - PD3 - RG6 - PL21 - CE24 - TT6 - SH25 - PP31 - CE219 - SH23 - CE23 - HB237 - NK14 - RG21 - CE214 - CA232 - DK1 - MS2 - BF6 - NK8 - RG5 - HA3 - PD5 - SS10 - PL21 - CA5 - VL11 - NK5 - VL3 - CA10 - NK3 - PD4 - VL3 - CA9 - NK4 - VL5 - PH8 - TT6 - HA6 - SS6 - TT11 - VL11 - RG1 - BV5 - PH5 - RG25 - TT15 - PH10 - RG15 - SA27 - TT1 - EK6 - RG21 - SA222 - HA29 - TT6 - VL34 - SA27 - HA23 - HA24 - DK5 - DK10 - DK1 - CE21 - CE21 - CE21 - MS1 - CE221 - SA29 - TT22 - HA23 - SA26 - VL7 - HA234 - SA24 - DK1 - MS1 - CE21 - MS1 - CE21 - CE21 - CE25 - DK10 - DK1 - MS1 - CE21 - MS1 - CE21 - CE229 - PH3 - RG29 - PH5 - RG21 - SA2TURF TYP.TURF TYP.TURF TYP.SYNTHETIC TURF FINE TYP.SYNTHETIC TURF FINE TYP.1 - QB3 - HP1 - HB3 - HE3 - HP3 - HE4 - HP1 - HB3 - HB27 - AN29 - BG29 - RG5 - VLROCK FOUNTAIN WITH BASINCONFIRM COLOR AND MODELBEFORE INSTALL, SHOPDRAWINGS REQ.TREES IN 6' DIA. CONTAINERS TYP.ATHLETIC SPORTS COURT AGG LIMESHOP DRAWING REQ. INSTALL PERMANUFACTURE RECOMMENDATION CONFIRMWITH OWNER COLOR AND GRADE SIZEBEFORE INSTALL.DRY RIVER CREEK BED TYP.3"-6" RIVER ROCKPOND TO CONTAIN 1.5"-3"RIVER ROCK MULCH38" COMPACTEDCRUSHED GRAVEL12 - HB26 - HP3 - HESYMBOL COMMON / BOTANICAL NAMEQTYSIZEGROUND COVERSPLANTING BEDS & ISLANDS / DECORATIVE MULCH25,855 sfMulchPLANTING BEDS & ISLANDS / DECORATIVE ROCK MULCH 173 sfMulchArtificial Turf Play Surface / FINE Turf artificial Provide Samples1,053 sf---1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH1,240 sfMulchATHLETIC SPORTS COURT AGG LIME , 4" DEEP / ROCK MULCH932 sfMulchArtificial Turf Play Surface / ROUGH Turf artificial Provide Samples7,987 sf---BLUE GRASS SOD / SOD28,207 sfSodSYMBOL COMMON / BOTANICAL NAMEQTYSIZEGROUND COVERSPLANTING BEDS & ISLANDS / DECORATIVE MULCH25,855 sfMulchPLANTING BEDS & ISLANDS / DECORATIVE ROCK MULCH 173 sfMulchArtificial Turf Play Surface / FINE Turf artificial Provide Samples1,053 sf---1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH1,240 sfMulchATHLETIC SPORTS COURT AGG LIME , 4" DEEP / ROCK MULCH932 sfMulchArtificial Turf Play Surface / ROUGH Turf artificial Provide Samples7,987 sf---BLUE GRASS SOD / SOD28,207 sfSodCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331FENCING SCHEDULELOCATIONTYPE HEIGHT MAKEMODELFINISHREMARKSPOOL DECKORNAMENTALMETAL6'AMERISTAR FENCING MONTAGE BLACKMAKE, MODEL & COLOR FORREFERENCE ONLY. MATCH EXIST. POOLENCLOSUREAROUND INDIVIDUALPATIOSORNAMENTALMETAL4'AMERISTAR FENCING MONTAGE BLACKCOORDINATE PLACEMENT OF FENCEAND GATES WITH ON-SITE CONDITIONS,COORDINATE W/ BLDG. OWNER FORMAINT. ACCESSNOTE: SEE DETAILS, PROVIDE SHOP DRAWINGS FOR ALL COMPONENTS. MANUF. PROVIDED FOR REFERENCE,CONTRACTOR MAY SUGGEST ALTERNATE, MAKERS & MODELS WHICH ARE EQUIVALENT IN QUALITY & CRAFTSMANSHIP.REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRL1.4COURTYARDLANDSCAPE PLANSEE SHEET L1.0 FOR LANDSCAPENOTES AND LEDGED01" = 20'-0"20'-0"10'-0"NPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-48" DIA.LANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS. STS>>STS>>STS>>KESTREL DRIVE(PRIVATE DRIVE)TO TO TOTOIRRIRR10' PARKING SET BACK 17' BLDG. SET BACK 1 - CA23 - SA218 - SA28 - BG213 - BG218 - SA210 - PL18 - SA213 - TT1 - AG(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(2) Prairie Dream Paper Birch(3) Royal Frost Birch(1,828 sf) BLUE GRASS SOD(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP5 - RG3 - SS27 - SH24 - CM7 - CM21 - SH28 - PL4 - CM3 - CM5 - SH25 - PL20 - SH24 - RG24 - RG221 - SH23 - PL10 - SH25 - PL5 - CM4 - CM4 - CM8 - PL6 - CM16 - SH211 - CM5 - CM9 - CM10 - SH26 - RG25 - RG7 - SS9 - AB36 - CK24 - PH9 - CK6 - AB37 - SS28 - SH28 - RG1 - CA23 - SA218 - SA28 - BG213 - BG218 - SA210 - PL18 - SA213 - TT1 - AGIRRIRRL1.5LANDSCAPE PLANENLARGEMENTSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallR01" = 10'-0"10'-0"5'-0"N1MAIN ENTRANCE LANDSCAPE PLAN ENLARGEMENTDRAWN @ ? sizePERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENTDECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALSHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTTHREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALTREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH NYLON STRAPPING WITHGROMMETS. ALTERNATE STABILIZING METHODS MAY BEPROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTFINISHED GRADEVERIFY W/ PLANDRAWN @ ? sizeBUILDING MAINTENANCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH OR VEGETATIVE MULCH ASSPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDCOMPACTED SUBGRADE SYMBOL CODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESAN 14Northwood Red Maple / Acer rubrum `Northwood`3.5" CAL. B&BNATIVE CULTIVAR YBV3Prairie Dream Paper Birch / Betula papyrifera 'Varen' TM3.5" CAL. B&BNATIVE CULTIVAR NBR9Royal Frost Birch / Betula x 'Royal Frost'10` Clumb B&BNOT NATIVEGD 4Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM3.5" CAL. B&BNATIVE CULTIVAR NSH 11Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3.5" CAL. B&BNATIVE CULTIVAR NEK 11Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`3.5" CAL. B&BNATIVE CULTIVAR NQB14Swamp White Oak / Quercus bicolor3.5" CAL. B&BNATIVEYUP 8American Elm / Ulmus americana `Princeton`2.5" Cal. B&BNATIVE CULTIVAR Y74SUBTOTAL:EVERGREEN TREESBF215Balsam Fir / Abies balsamea6` B&BNATIVEJE 16Eastern Red Cedar / Juniperus virginiana6` B&BNATIVEPD15Black Hills Spruce / Picea glauca `Densata`6` B&BNATIVE CULTIVARPT3Mugo Pine / Pinus mugo `Tannenbaum`#25NOT NATIVEWP16White Pine / Pinus strobus6` B&BNATIVE65SUBTOTAL:ORNAMENTAL TREESAG 11Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEYCE2 1 Eastern Redbud Multi-trunk / Cercis canadensis#20 CLUMP NOT NATIVE YCA9Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&B NATIVEYCV5Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&B NATIVEY26SUBTOTAL:SYMBOL CODEQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYSHRUBSAS 2Standing Ovation TM Serviceberry / Amelanchier alnifolia `Obelisk`#5 CONT NATIVE CULTIVAR YCM62Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONT NATIVE CULTIVAR YCA256Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONT NATIVE CULTIVAR YJM24Medora Juniper / Juniperus scopulorum `Medora`#5 CONT NOT NATIVE NRG94Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONT NATIVEYSS39Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVE YST 17Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONT NOT NATIVE Y274SUBTOTAL:PLANT SCHEDULEGRASSESAB3 181Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONT NATIVE CULTIVAR YCK 114Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE NPH 24Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#1 CONT NATIVE CULTIVAR YSH2183Prairie Dropseed / Sporobolus heterolepis#1 CONT NATIVEY502SUBTOTAL:PERENNIALSNK62Kit Kat Nepeta / Nepeta x faassenii `Kit Kat`#1 CONT NOT NATIVE YPL219Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONT NOT NATIVE YRG2 47Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`#1 CONT NATIVEYSA2 9Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONT NOT NATIVE Y337SUBTOTAL:L1.6LANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALLSUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATEDATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIPCOVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TOTHE EDGE OF PAVEMENT/BACK OF CURB.3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATIONSYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVEGROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANYDAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITHCORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THECONTRACTOR.6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES.EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITHTHE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FORTHE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.8. IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFYWITH MECHANICAL PLANS.9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADEAND CAPPED.14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEANAND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENTCEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS ANDDEBRIS.16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED.LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATIONWIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES ANDSPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT ANDCOMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUNDTO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALLWIRES.20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYSBY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS ANDFLOW CONTROL ON AUTOMATIC VALVE.21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ONSITE.22. USE SCREENS ON ALL HEADS.23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALLTIMES IN AN UPDATED CONDITION.24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTHOF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVELSHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOXCOVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallRTREE SPECIES DIVERSITY SUMMARY: SYMBOL CODE COMMON / BOTANICAL NAMEQTYCONT NATIVE PLANTS POLLINATOR FRIENDLYTREESBVPrairie Dream Paper Birch / Betula papyrifera 'Varen' TM13.5" CAL. B&BNATIVE CULTIVAR NBFDakota Pinnacle Birch / Betula platyphylla `Fargo` TM3 3.5" CAL. B&BNOT NATIVE NBRRoyal Frost Birch / Betula x 'Royal Frost'410` Clumb B&BNOT NATIVESHSkyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3 3.5" CAL. B&BNATIVE CULTIVAR NEKEspresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`6 3.5" CAL. B&BNATIVE CULTIVAR NQBSwamp White Oak / Quercus bicolor73.5" CAL. B&BNATIVEYSUBTOTAL:24EVERGREEN TREESAR Conical White Fir / Abies concolor `Conica`3 6` B&BNOT NATIVEPDBlack Hills Spruce / Picea glauca `Densata`116` B&BNATIVE CULTIVARWP White Pine / Pinus strobus3 6` B&BNATIVESUBTOTAL:17ORNAMENTAL TREESAGAutumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`15 1.5" Cal. B&B NATIVEYCE2 Eastern Redbud Multi-trunk / Cercis canadensis18 #20 CLUMP NOT NATIVE YCAPagoda Dogwood / Cornus alternifolia141.5" Cal. B&B NATIVEYMSSpring Snow Crabapple / Malus x `Spring Snow`9 1.5" Cal. B&B NATIVE CULTIVAR YSUBTOTAL:56SYMBOL CODE COMMON / BOTANICAL NAMEQTYSIZENATIVE PLANTS POLLINATOR FRIENDLYSHRUBSAN2Japanese Painted Fern / Anisocampium niponicum22 #1 CONTBG2Chicagoland Green® Boxwood / Buxus x 'Glencoe'33#5 CONTCA2Arctic Fire Dogwood / Cornus sericea `Arctic Fire`23#5 CONT NATIVE CULTIVAR YHB Blue Mammoth Hosta / Hosta x 'Blue Mammoth'5#1 CONTHB2 Blue Mouse Ears Hosta / Hosta x 'Blue Mouse Ears'34#1 CONTHE El Nino Hosta / Hosta x 'El Nino'15#1 CONTHP Patriot Hosta / Hosta x 'Patriot'25#1 CONTHAAnnabelle Hydrangea / Hydrangea arborescens `Annabelle`11 #5 CONT NOT NATIVE YNSYellow Fragrant Water Lily / Nymphaea odorata 'Sulphurea'6#1 CONTPL2Little Devil™ Dwarf Ninebark / Physocarpus opulifolius 'Little Devil'31#5 CONTPP3Mugo Pine / Pinus mugo `Pumilio`5#5 CONT NOT NATIVE NRGGro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`72 #5 CONT NATIVEYSFRiver Bulrush / Scirpus fluviatilis13#1 CONTSSSem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`11 #5 CONT NOT NATIVE YSTBirchleaf Spirea / Spiraea betulifolia `Tor`51#5 CONT NOT NATIVE YTT Taunton`s Yew / Taxus x media `Tauntonii`99#5 CONT NOT NATIVE NVLNannyberry / Viburnum lentago65#5 CONT NATIVEYSUBTOTAL:521PLANT SCHEDULESYMBOL CODE COMMON / BOTANICAL NAMEQTYCONT NATIVE PLANTS POLLINATOR FRIENDLYTREESBVPrairie Dream Paper Birch / Betula papyrifera 'Varen' TM13.5" CAL. B&BNATIVE CULTIVAR NBFDakota Pinnacle Birch / Betula platyphylla `Fargo` TM3 3.5" CAL. B&BNOT NATIVE NBRRoyal Frost Birch / Betula x 'Royal Frost'410` Clumb B&BNOT NATIVESHSkyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3 3.5" CAL. B&BNATIVE CULTIVAR NEKEspresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`6 3.5" CAL. B&BNATIVE CULTIVAR NQBSwamp White Oak / Quercus bicolor73.5" CAL. B&BNATIVEYSUBTOTAL:24EVERGREEN TREESAR Conical White Fir / Abies concolor `Conica`3 6` B&BNOT NATIVEPDBlack Hills Spruce / Picea glauca `Densata`116` B&BNATIVE CULTIVARWP White Pine / Pinus strobus3 6` B&BNATIVESUBTOTAL:17ORNAMENTAL TREESAGAutumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`15 1.5" Cal. B&B NATIVEYCE2 Eastern Redbud Multi-trunk / Cercis canadensis18 #20 CLUMP NOT NATIVE YCAPagoda Dogwood / Cornus alternifolia141.5" Cal. B&B NATIVEYMSSpring Snow Crabapple / Malus x `Spring Snow`9 1.5" Cal. B&B NATIVE CULTIVAR YSUBTOTAL:56SYMBOL CODE COMMON / BOTANICAL NAMEQTYSIZENATIVE PLANTS POLLINATOR FRIENDLYSHRUBSAN2Japanese Painted Fern / Anisocampium niponicum22 #1 CONTBG2Chicagoland Green® Boxwood / Buxus x 'Glencoe'33#5 CONTCA2Arctic Fire Dogwood / Cornus sericea `Arctic Fire`23#5 CONT NATIVE CULTIVAR YHB Blue Mammoth Hosta / Hosta x 'Blue Mammoth'5#1 CONTHB2 Blue Mouse Ears Hosta / Hosta x 'Blue Mouse Ears'34#1 CONTHE El Nino Hosta / Hosta x 'El Nino'15#1 CONTHP Patriot Hosta / Hosta x 'Patriot'25#1 CONTHAAnnabelle Hydrangea / Hydrangea arborescens `Annabelle`11 #5 CONT NOT NATIVE YNSYellow Fragrant Water Lily / Nymphaea odorata 'Sulphurea'6#1 CONTPL2Little Devil™ Dwarf Ninebark / Physocarpus opulifolius 'Little Devil'31#5 CONTPP3Mugo Pine / Pinus mugo `Pumilio`5#5 CONT NOT NATIVE NRGGro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`72 #5 CONT NATIVEYSFRiver Bulrush / Scirpus fluviatilis13#1 CONTSSSem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`11 #5 CONT NOT NATIVE YSTBirchleaf Spirea / Spiraea betulifolia `Tor`51#5 CONT NOT NATIVE YTT Taunton`s Yew / Taxus x media `Tauntonii`99#5 CONT NOT NATIVE NVLNannyberry / Viburnum lentago65#5 CONT NATIVEYSUBTOTAL:521PLANT SCHEDULEGRASSESCKFeather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`42#1 CONT NOT NATIVE NHA2All Gold Japanese Forest Grass / Hakonechloa macra `All Gold`113 #1 CONT NOT NATIVE NPHHeavy Metal Switch Grass / Panicum virgatum `Heavy Metal`83 #1 CONT NATIVE CULTIVAR YSH2Prairie Dropseed / Sporobolus heterolepis41#1 CONT NATIVEYSUBTOTAL:279PERENNIALSDKBleeding Heart / Dicentra x `King of Hearts`112 #1 CONT NATIVEYNKKit Kat Nepeta / Nepeta x faassenii `Kit Kat`106#1 CONT NOT NATIVE YPLLittle Spire Russian Sage / Perovskia atriplicifolia `Little Spire`75#1 CONT NOT NATIVE YRG2Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`55#1 CONT NATIVEYSA2Showy Stonecrop / Sedum spectabile `Autumn Fire`266#1 CONT NOT NATIVE YSDDazzelberry Stonecrop / Sedum x `Dazzleberry`29#1 CONT NOT NATIVE YSUBTOTAL:643GRASSESCKFeather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`42#1 CONT NOT NATIVE NHA2All Gold Japanese Forest Grass / Hakonechloa macra `All Gold`113 #1 CONT NOT NATIVE NPHHeavy Metal Switch Grass / Panicum virgatum `Heavy Metal`83 #1 CONT NATIVE CULTIVAR YSH2Prairie Dropseed / Sporobolus heterolepis41#1 CONT NATIVEYSUBTOTAL:279PERENNIALSDKBleeding Heart / Dicentra x `King of Hearts`112 #1 CONT NATIVEYNKKit Kat Nepeta / Nepeta x faassenii `Kit Kat`106#1 CONT NOT NATIVE YPLLittle Spire Russian Sage / Perovskia atriplicifolia `Little Spire`75#1 CONT NOT NATIVE YRG2Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`55#1 CONT NATIVEYSA2Showy Stonecrop / Sedum spectabile `Autumn Fire`266#1 CONT NOT NATIVE YSDDazzelberry Stonecrop / Sedum x `Dazzleberry`29#1 CONT NOT NATIVE YSUBTOTAL:643L1.7COURTYARDLANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallR 12" PVC (Rec)12" PVC (Rec)BLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPOND8" PVC Wat.Stub(Rec)IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRFFE=924.00IRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>BLUFF CREEK BLVD.SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHBASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT 10' D&U EASEMENT10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROWTOTO TOTO TO TO TO TO TO TO TOTOTOTO TOTOTOFILTRATION BASINPOND BOTTOM=914.00HWL=917.1910' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK17' BLDG SET BACK17' BLDG SET BACK 30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK 30' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK17' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK17' BLDG. SET BACK POOL BY OTHERSTTTTNORTH BUFFER AREASOUTH PARKING LOT AREAUSED FOR PARKING LOTLANDSCAPE SUMMARYSOUTH BUFFER AREA USEDFOR BUFFER LANDSCAPESUMMARYNORTH PARKING LOT AREAUSED FOR PARKING LOTLANDSCAPE SUMMARYNORTH BUFFER AREA USEDFOR BUFFER LANDSCAPESUMMARYEAST PARKING LOT AREA USED FOR PARKING LOT LANDSCAPE SUMMARY FILTRATION BASINPOND BOTTOM=914.00HWL=917.19 30' EXTERIOR PUD BLDG. SET BACKCODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESGD2Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM3.5" CAL. B&B NATIVE CULTIVARNSH3Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3.5" CAL. B&B NATIVE CULTIVARNEK 4Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`3.5" CAL. B&B NATIVE CULTIVARN9SUBTOTAL:EVERGREEN TREESJE10Eastern Red Cedar / Juniperus virginiana6` B&BNATIVEPD 3Black Hills Spruce / Picea glauca `Densata`6` B&BNATIVE CULTIVARWP 1White Pine / Pinus strobus6` B&BNATIVE14SUBTOTAL:CODEQTYCOMMON / BOTANICAL NAMESIZE NATIVE PLANTS POLLINATOR FRIENDLYSHRUBSRG16Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVEYSS13Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVEY29SUBTOTAL:GRASSESCK38Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVEN38SUBTOTAL:PLANT SCHEDULE SOUTHPARKINGCODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESGD2Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM3.5" CAL. B&B NATIVE CULTIVARNSH2Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3.5" CAL. B&B NATIVE CULTIVARNEK 1Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`3.5" CAL. B&B NATIVE CULTIVARN5SUBTOTAL:EVERGREEN TREESBF2 2Balsam Fir / Abies balsamea6` B&BNATIVEJE6Eastern Red Cedar / Juniperus virginiana6` B&BNATIVEPD 3Black Hills Spruce / Picea glauca `Densata`6` B&BNATIVE CULTIVAR11SUBTOTAL:CODEQTYCOMMON / BOTANICAL NAMESIZE NATIVE PLANTS POLLINATOR FRIENDLYSHRUBSRG11Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVEYSS3Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVEY14SUBTOTAL:GRASSESCK38Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVEN38SUBTOTAL:PLANT SCHEDULE NORTH PARKINGCODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESAN 7Northwood Red Maple / Acer rubrum `Northwood`3.5" CAL. B&B NATIVE CULTIVARYBR 5Royal Frost Birch / Betula x 'Royal Frost'10` Clumb B&B NOT NATIVESH4Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3.5" CAL. B&B NATIVE CULTIVARNEK 3Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`3.5" CAL. B&B NATIVE CULTIVARNQB6Swamp White Oak / Quercus bicolor3.5" CAL. B&BNATIVEYUP 3American Elm / Ulmus americana `Princeton`2.5" Cal. B&B NATIVE CULTIVARY28SUBTOTAL:ORNAMENTAL TREESAG2Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEYCA4Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&BNATIVEYCV2Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&BNATIVEY8SUBTOTAL:CODEQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYSHRUBSRG64Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVEYSS9Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVEYST17Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONT NOT NATIVEY90SUBTOTAL:GRASSESPLANT SCHEDULE EAST PARKINGCODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESAN 1Northwood Red Maple / Acer rubrum `Northwood`3.5" CAL. B&B NATIVE CULTIVARYSH1Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM3.5" CAL. B&B NATIVE CULTIVARNEK 2Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`3.5" CAL. B&B NATIVE CULTIVARNQB1Swamp White Oak / Quercus bicolor3.5" CAL. B&BNATIVEY5SUBTOTAL:EVERGREEN TREESBF2 8Balsam Fir / Abies balsamea6` B&BNATIVEWP2White Pine / Pinus strobus6` B&BNATIVE10SUBTOTAL:ORNAMENTAL TREESAG3Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEY3SUBTOTAL:PLANT SCHEDULE NORTH BUFFERCODEQTYCOMMON / BOTANICAL NAMECONT NATIVE PLANTS POLLINATOR FRIENDLYTREESUP 3American Elm / Ulmus americana `Princeton`2.5" Cal. B&B NATIVE CULTIVARY3SUBTOTAL:EVERGREEN TREESBF2 5Balsam Fir / Abies balsamea6` B&BNATIVEPD3Black Hills Spruce / Picea glauca `Densata`6` B&B NATIVE CULTIVARPT 3Mugo Pine / Pinus mugo `Tannenbaum`#25NOT NATIVEWP 10White Pine / Pinus strobus6` B&BNATIVE21SUBTOTAL:ORNAMENTAL TREESAG3Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEYCA3Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&BNATIVEYCV3Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&BNATIVEY9SUBTOTAL:PLANT SCHEDULE SOUTH BUFFERL1.8LANDSCAPE PLANPARKING LOT & BUFFERAREAS SUMMARYCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR 21" RCP(Rec)24 " RC P (R e c )15" RCP (Rec)15" RCP (Rec)15" RCP (Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP (Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: Unassigned BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSS89°38'06"E65.8428.43Δ=25°27'10"R=64.00RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINSTALL SILT FENCE ASPERIMETER EROSION CONTROLWHERE POSSIBLE.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.0SWPPP - EXISTINGCONDITIONS1. SEE CITY DETAIL PLATE 5302D ON SHEET SW1.3 FOR ADDITIONAL EROSION AND SEDIMENTCONTROL STANDARD NOTES.2. SILT FENCE SHOULD BE USED IN ALL AREAS WHERE IT IS POSSIBLE TO PLACE IT.3. SEE CITY DETAIL PLATE 5302, 5302F, 5302G ON SHEET SW1.2 & CITY DETAIL PLATE 5302A ONSHEET SW1.3 FOR INLET PROTECTION.CITY OF CHANHASSEN EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTION PER CITY DETAILSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURESCONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONALPRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRTHE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ; THE ROWHOMES PROJECT ANDFILTRATION BASIN (WEST), THEN THE AVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THEPROJECT SITE (EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILT OUT CONCURRENTLY WITH THEAVIENDA APARTMENTS PROJECT, AS NECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWSEROSION CONTROL MEASURES COMPLIANT WITH ALL LGU REQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECT SITE AND THE BASIN TO THE EAST OFTHE PROJECT SITE AND ANY OTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDA APARTMENTPROJECT WOULD RELY ON FOR STORM WATER MANAGEMENT AND EROSION CONTROL.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY & WITH THE LARGER PLAN OFDEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:1. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OFNATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE.2. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THEDISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.3. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANICMATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENTWHEREVER TOPSOIL HAS BEEN REMOVED.4. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT,CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.7. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESSTHAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILEWHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION.8. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14DAYS ELSEWHERE.9. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALLEROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK ISPERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED.THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTILVEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THISSECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.10. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVESPECIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.11. CONTRACTOR TO CONTACT AND NOTIFY THE WATERSHED (RPBCWD ADMINISTRATOR AND ENGINEER) ATLEAST THREE DAYS PRIOR TO COMMENCEMENT OF WORK.RPBCWD CONTACT: ANDREW HARTMANN, REGULATORY PROGRAM COORDINATORRILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT18681 LAKE DRIVE E, CHANHASSEN, MN 55317PH: (952) 256-2844 EMAIL: AHARTMANN@RPBCWD.ORGRPBCWD EROSION CONTROL NOTES: 21" RCP(Rec)24 " RC P (R e c )15" RCP (Rec)15" RCP (Rec)15" RCP (Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP (Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSRETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.94RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT6' SIDE YARD D&U EASEMENT 10' D&U EASEMENT10' D&U EASEMENTKESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)KESTREL DRIVE(PRIVATE DRIVE)10' D&U EASEMENT ALONG ROWFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 POOL BY OTHERSTTTTFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPPLACE EROSION CONTROL BLANKETON ALL SLOPES 4:1 OR STEEPER,TYP. (MNDOT CATEGORY 3)PLACE EROSION CONTROLBLANKET ON VEGETATEDSWALE & ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)INSTALL SILT FENCE ASPERIMETER EROSION CONTROLWHERE POSSIBLE.PLACE EROSION CONTROLBLANKET ON VEGETATEDSWALE & ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)PLACE EROSION CONTROLBLANKET ON VEGETATEDSWALE & ON ALL SLOPES 4:1OR STEEPER, TYP. (MNDOTCATEGORY 3)COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.1SWPPP - PROPOSEDCONDITIONSSWPPP LEGEND:INLET PROTECTION PER CITY DETAILSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTIONEX. 1' CONTOUR ELEVATION INTERVAL112501" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1. SEE CITY DETAIL PLATE 5302D ON SHEET SW1.3 FOR ADDITIONAL EROSION AND SEDIMENT CONTROLSTANDARD NOTES2. SILT FENCE SHOULD BE USED IN ALL AREAS WHERE IT IS POSSIBLE TO PLACE IT.3. SEE CITY DETAIL PLATE 5302, 5302F, 5302G ON SHEET SW1.2 & CITY DETAIL PLATE 5302A ON SHEET SW1.3FOR INLET PROTECTION.CITY OF CHANHASSEN EROSION CONTROL NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURESCONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONALPRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION.1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:THE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ; THE ROWHOMES PROJECT AND FILTRATIONBASIN (WEST), THEN THE AVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THE PROJECT SITE(EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILT OUT CONCURRENTLY WITH THE AVIENDAAPARTMENTS PROJECT, AS NECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWS EROSIONCONTROL MEASURES COMPLIANT WITH ALL LGU REQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECT SITE AND THE BASIN TO THE EAST OF THEPROJECT SITE AND ANY OTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDA APARTMENT PROJECTWOULD RELY ON FOR STORM WATER MANAGEMENT AND EROSION CONTROL.SEE PAGE 3 OF THE ITERIM CONDITIONS PLAN FOR MPCA NPDES CONSTRUCTION STORMWATER PERMITREQUIRED TEMPORARY WET SEDIMENTATION BASIN TO BE CONSTRUCTED OVER THE FUTURE PROPOSEDBASIN 14P DIRECTLY TO THE EAST OF THE PROJECT SITE AREA.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY & WITH THE LARGER PLAN OFDEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:1. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVETOPSOIL TO THE GREATEST EXTENT POSSIBLE.2. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICTMUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.3. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTERBE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOILHAS BEEN REMOVED.4. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS,LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED.5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OFCONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, ASDETERMINED BY THE DISTRICT.6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.7. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OFCONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARETO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION.8. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HASTEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYSELSEWHERE.9. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSIONAND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THESITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUSTPERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEEWILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.10. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G.,ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE.11. CONTRACTOR TO CONTACT AND NOTIFY THE WATERSHED (RPBCWD ADMINISTRATOR AND ENGINEER) AT LEASTTHREE DAYS PRIOR TO COMMENCEMENT OF WORK.RPBCWD CONTACT: ANDREW HARTMANN, REGULATORY PROGRAM COORDINATORRILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT18681 LAKE DRIVE E, CHANHASSEN, MN 55317PH: (952) 256-2844 EMAIL: AHARTMANN@RPBCWD.ORGRPBCWD EROSION CONTROL NOTES: COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTION REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.3SWPPP - DETAILS SW1.4SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THEPROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:KEL SHULTZ, PROJECT MANAGER,DORAN COMPANIES7803 GLENROY ROAD STE 300,BLOOMINGTON, MN 55439CONTACT:EMAIL: KEL.SCHULTZ@DORANCOMPANIES.COMCELL: (614)-312-7704SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OFTHE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THEMPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1. THE FINAL SWPPP;2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G.,NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G.STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE(1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb. NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.REVISION SUMMARYDATEDESCRIPTIONAVIENDA APARTMENTS OWNER, LLC100 LAKE STREET WEST, SUITE #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORANCOMPANIES.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING EMPTY LOT INTO A MULTIFAMILY BUILDING W/ ASSOCIATED ABOVEGROUND AND UNDERGROUND PARKING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS AS NO WATER BODIES ARE PRESENT ONSITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO HAZELTINE LAKE, & BLUFF CREEK - THESE WATERBODIES ARE IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST.HAZELTINE LAKE IS IMPAIRED FOR NUTRIENTS. BLUFF CREEK IS IMPAIRED FOR FISHES BIOASSESSMENTS; TBECAUSE THESE WATER BODIES ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDESPERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1. DURING CONSTRUCTION:A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.5SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G.,WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOILSTABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER.THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASEDFOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTERCONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS,HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TOSPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL ORIMPAIRED WATER?YESIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.DEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHERTREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVEOR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATERPOND)?YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESS 9150 KESTREL DRIVE CITY/TOWNSHIP CHANHASSENSTATE MNCOUNTY CARVERZIP CODE55317PROJECT SIZE 11.0 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT 45° 50'19'' N, 93°33'28'' WMETHOD OF LAT/LONG COLLECTION ONLINE TOOLPROJECT TYPERESIDENTIALIMPERVIOUS SURFACES (ACRES)EXISTING0.0PROPOSED8.0DIFFERENCE8.0ESTIMATED CONSTRUCTION TIMELINESTART 11 / 2025END9 / 2027CONSTRUCTION ACTIVITYDEVELOPMENT OF A MULTIFAMILYBUILDINGSOIL TYPESCLAYEY SANDS WITH SOME SANY CLAYMAP UNIT SYMBOLMAP UNIT NAMEGLGLENCOE CLAY LOAMHMHAMEL LOAMKC2LESTER KILKENNYCOMPLEX 6-10% SLOPEKD2LESTER KILKENNYCOMPLEX 10-16% SLOPEKE2LESTER KILKENNYCOMPLEX 16-22% SLOPEPMKLOSSNER MUCKRECEIVING WATER BODIESWATER BODY ID NAME OF WATER BODY WATER BODY TYPESPECIAL WATER (Y/N) IMPAIRED WATER (Y/N)110-0014-00HAZELTINE LAKELAKENY207020012-710BLUFF CREEKCREEKNY34SITE LOCATION MAP - COPYRIGHT CIVIL SITE GROUP INC.cPROJECT 2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025 CITY SUBMITTAL04/18/2025 CITY SUBMITTAL5/30/2025 BID SET6/25/2025 WATERSHED SUBMITTAL9/05/2025 FINAL PLAT SUBMITTAL10/06/2025FOUNDATION & PODIUM PERMIT SET10/17/2025 CONSTRUCTION DOCUMENTS SET12/05/2025 FULL BUILDING PERMIT SETPROJECT MANAGER MATT PAVEKCONTACT NUMBER 612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BY MPPROJECT NUMBER 24440 AVIENDA APARTMENTS 9150 KESTREL DRIVE CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/05/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.6SWPPP - ATTACHMENTSATTACHMENT C - COMBINEDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINETHAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BECONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUMEBY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENTCLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THEINSPECTION DATE.2. ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BEINSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATEDSEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED.CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOWSPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TOIMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THEOPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALLEVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOWPIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NOEROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN AINFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITYOF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUSTENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGEVOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECTTHE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BYUSING LOW-IMPACT EARTH-MOVING EQUIPMENT).4. UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS AREIN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3. IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7. PROPOSED AMENDMENTS TO THE SWPPP:8. POTENTIAL AREAS OF FUTURE CONCERN:9. ADDITIONAL COMMENTSY N N/AY NREVISION SUMMARYDATEDESCRIPTION