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Home My WebLink AboutItem 05 Affinity at Lakeville 2 3 4 5 6 7 Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityCEDAR AVE (CSAH 23)179TH ST (FUTURE CSAH 9) City of Lakeville Affinity Apts CUP Aerial Location Map CITY OF LAKEVILLE CENTRAL MAINTENANCE FACILITY Proposed apartment location 181ST ST GLANSHAW AVEGLACIER WAYGLASGOW AVEGLENBRIDGE AVE CUB FOODS &EXHIBIT A CEDAR AVE (CSAH 23)179TH ST (FUTURE CSAH 9) City of Lakeville Affinity Apts CUP Zoning Map Proposed apartment location 181ST ST GLANSHAW AVEGLACIER WAYGLASGOW AVEGLENBRIDGE AVE &PUD PUD RM-1 P/OS PUD PUD RM-1 C-3 P/OS P/OS RS-4 M-2 EXHIBIT B RST-2 RM-2 RM-3 PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St WPID: 221660001010Owner: Metropolitan CouncilAddress: 7385 181st St W179TH ST W(A Public R/W)GLACIER WAY (A Public R/W)PID: 220100051014Address: 18000 Cedar AveNO BUILDINGSN01°02'26"W 371.77 30.00N88°57'34"E35.00N01°02'26"W30.00S88°57'34"WN01°02'26"W 641.38 N88°57'34"E 1151.82S01°02'26"E 217.93S89°47'18"W1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E Bituminous Trail W Line of the S 1/2 ofthe SW 1/4 of Sec. 10,Twp. 114, Rng. 20.36" RCP 36" RCP 12" RCP12" RCP15" RCP48" RCP48" RCP48" R C P1226.82Point ofBeginning of"Line A""Line A""Po in t A "30" RCPA Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/424" RCP (C.S.A.H. NO. 23)CEDAR AVE(A Public R/W) (Width Varies)EXCEPTION EXCEPTION16" WM (Rec)48"RCP12"RCP 12" RCP 36" RCP 36" RCPBituminous Parking LotBituminous Parking LotST-1ST-2ST-3ST-4ST-5ST-6ST-7ST-8ST-9ST-10ST-11ST-12ST-13ST-14ST-15ST-16ST-17ST-18ST-19ST-20ST-21ST-22ST-23ACCESSIBLE ROUTEARROW. DO NOT PAINT,FOR CODE REVIEW ONLY,TYP.1.3'EOF=992.0EOF=990.73FILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50C CCCCC CCCCC C C C C C C C CC 18.0'4c6c69216B612 C&GPVMT.STRIP,TYP36cCCCCCC81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2' 16 .0 '24.0 'CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHC C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=972.13COORD. W/ MECH'LSTUB COMBINED WATERSERVICE TO 5' FROMBUILDING, COORD. W/MECH'L166 LF X" SCH 40SANITARY SERVICE@ 1.00%X" COMBINED DOMESTICAND FIRE SUPPRESSIONDIP WATER SERIVCECONTRACTOR SHALL COORDINATE ALLUTILITY SERVICES WITH BOTH THE CIVILAND MECHANICAL PLANS PRIOR TOCONSTRUCTION.HYD & GV,TYP.6" DIPHYDRANTLEADCONNECT TO WATER STUBSEE STREET PLANCONNECT TO WATER STUBSEE STREET PLANCONNECT TO WATER STUBSEE STREET PLAN6" DIPHYDRANTLEADSNOW STORAGEAREAS N O W S T O R A G E A R E ACONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS(UTILITY WORK ONLY)CONSTRUCTION LIMITS(UTILITY WORK ONLY)EOF-991.0EOF=991.0EOF-995.0EOF=993.0G L A N S H A W A V EL O T 1AREA: 292,582.0 SF (6.7 AC)O U T L O T AAREA: 437,778.0 SF (10.05 AC)O U T L O T BAREA: 118,582.0 SF (2.7 AC)86.0GLANSHAW AVE. EXTENSION R.O.W.AREA: 68,060.9 SF (1.6 AC)CEDAR AVE R.O.W. DEDICATIONAREA: 25,333.2 SF (0.6 AC)WETLAND AAREA: 1,132.0 SF (0.026 AC)TO BE REGRADED PER NO LOSSEXEMPTION NOTICE OF DECISION (ISSUED9/15/22)DRAINAGE ANDUTILITY EASEMENTL O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYL O T 1AREA: 291,450.0 SF (6.7 AC)DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0179TH ST W R.O.W. DEDICATION (15' PER COUNTY)AREA: 16,902.3 SF (0.4 AC)25.015.015.0Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .202259612ROBERT A. LATTALICENSE 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.11/07/22REVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITV1.1PROPOSEDPLATTED LOTS. .. .. .. .. .. .01" = 60'-0"60'-0"30'-0"NKnow what'sbelow.before you dig.CallRCURRENT PROPERTY OWNER ADDRESS:5810 212TH ST W, FARMINGTON, MN55024EXHIBIT C PID: 221660001010Owner: Metropolitan CouncilAddress: 7385 181st St WN01°02'26"W 371.77 N88°57'34"ES89°47'18"W 1495.4530" RCP24" RCP (C.S.A.H.CEDAR AVE(A Public R/W) (Width Varies)Bituminous Parking LotST-6ST-7ST-8ST-9ST-12ST-13ST-14ST-15ST-18ST-19ST-20ST-21G L A N S H A W A V E EOF=992.0EOF=990.73C C C C CC CONSTRUCTION LIMIT CONSTRUCTION LIMIT C C C C C C C CC 8FDFDFDFDFDUPFDLobbyAtriumMailPool EquipWorkshopJanitorReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenWomenPickleball CourtRAISED PLANTERSDomestic HWDog WashDehumidificationRoomGarageStorageMaintenanceBreezewayTrashElevator LobbyElecGarageHallwayStair EStair BTrashElevator LobbyElecStair AStair CStair DBreezewayEnty Vestibule64.0'34.0'20.0'44.0'10.0'22.0'7.0'7.0'15.0'15.0'1010101021115STORM WATER FACILITY,SEE GRADING PLANS,UTILITY PLANS & DETAILS10.0'5.0'1ST FLOORGARAGE ENT.15.7'7.0'MAIN ENTRYPOOL & POOLDECK100.0'25.0'L O T 1AREA: 278,680.0 SF (6.4 AC)45.9'13285.0'24.0'24.0'36.0' 8.0'24.0'5.0'R 4 0 . 0 ' R20 . 0 'R5.0'27.0'27.0'135.0'10.8'117.0'36.0'R2 0 . 0 ' R 1 2 . 0 '50.0'20.0'5.0'5.0'147.8'120.1'45.9'123.9'173.5'48.2'49.6'118.8'35.0'65.0' 6.0'5.0'5.0'63.0'17.0'18.0'10.0'R 1 0 . 0 'R8.0'R 8 . 0 'R10.0'R1 0 . 0 'R20.0'R1 0 . 0 'R10.0'R 8 . 0 'R8.0'R 1 0 . 0 '18.0'4.0'10.0'12.0'8.0'36.0' 18.0'SNOW STORAGEAREAS N O W S T O R A G E A R E ACONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS R20.0'CONSTRUCTION LIMITS(UTILITY WORK ONLY)14.0'6.0'5.0'8.0'R10.0'EOF-991.0EOF=991.0EOF-995.0EOF=993.010' PROPOSED BUILDING SETBACK 10' PROPOSED PARKING SETBACK10' PROPOSED BUILDING SETBACK5' PROPOSED PARKING SETBACK10' PROPOSED BUILDING SETBACK5' PROPOSED PARKING SETBACK30' BUILDING SETBACK10' PARKING SETBACK 10' PROPOSED BUILDING SETBACK 10' PROPOSED PARKING SETBACK 10' PROPOSED BUILDING SETBACK5' PROPOSED PARKING SETBACK10' PROPOSED BUILDING SETBACK5' PROPOSED PARKING SETBACK20.0'9.3'18.0'24.0'40.0'24.0'40.0'24.0'18.0'18.0'26.0' 9.6' 90.0' 9.7' 26.0' 18.0' 7.7' 3.0' 2.0'81.1'90.0' 90.0' 90.0' 9.6'9.7' 9.5' 6.0'14.0'ENTRANCE CANOPY, SEE ARCH.ACCESSIBLE PARKING,INCLUDE RAMP, SIGNAGE &PVMT. STRIPINGACCESSIBLE PARKING, INCLUDERAMP, SIGNAGE & PVMT. STRIPINGEXIST. TRAIL EASEMENTMATCH ROAD TO SOUTHCEDAR NEW ROW DEDICATION25' ADDITIONAL ROW DEDICATEDTO CEDARPROPOSED NEW D&U EASEMEENTEXIST. TRAIL EASEMENTPICKLEBALL COURT, SEE PLANENLARGEMENT & DETAILS(4) TOTAL 5'X50'X24"TIMBER PLANTERBOXES8' BIT. PVMT. PATH, TYP.DOG WALK AREA - INCLUDE 48"VINYL-COATED CHAINLINK FENCE,DOUBLE GATE, PET WASTESTATION, SPECIALTY MULCHRIBBON CURB, TYP. ALONGDROP OFF DRIVE AS SHOWNB612 CONC.C&G, TYP.B612 CONC.C&G, TYP.B612 CONC.C&G, TYP.B612 CONC.C&G, TYP.PVMT.STRIPING, TYP.BIT. PVMT., SEEDETAILS, TYP.PVMT.STRIPING, TYP.BIT. PVMT., SEEDETAILS, TYP.PVMT.STRIPING, TYP.5' CONC. WALK, TYP.7' CONC. WALK, TYP.7' CONC. WALK, TYP.CONC. PVMT.6" MONOLITHICCONC. CURBCONC. PVMT.RIBBON CURB5' CONC. WALK, TYP8' BIT. PVMT. PATH, TYP.(4) TOTAL 5'X50'X24" TIMBERPLANTER BOXES5' CONC. WALK, TYP5' CONC. WALK, TYP6' CONC. WALK, TYP6' CONC. WALK, TYPPROPOSED NEW D&U EASEMEENTCOMMERCIAL DRIVEAPRON PER CITYSTANDARDRIBBON CURBHVY. DUTY CONC. PVMT.MONUMENT SIGN, APPROX.SIZE & LOCATION. FULLSIGN SUBMITTAL PROVIDEDPRIOR TO CONSTRUCTION,SEE ARCH. PLAN FORREFERENCE IMAGE/DETAIL(3) COMMERCIAL-GRADEALUMINUM FLAGPOLES, 30' HT.INCLUDE. FOOTINGS, LIGHTING& ALL APPURTENANCES.SHOP DRAWINGS REQ.(4) TOTAL 5'X50'X24"TIMBER PLANTER BOXES8' BIT. PVMT. PATH, TYP.SOLID WASTE STAGING AREA, FOR USEONLY ON PICK UP DAYS, SEE TRASH ROOMNOTESOLID WASTE STAGING AREA, FORUSE ONLY ON PICK UP DAYS, SEETRASH ROOM NOTE10'X12' PRE-MADE,COMMERCIAL-GRADEGARDEN SHED, PROVIDECONC. PAD & INSTALLPER MANUF. SPECS.,MAKE, MODEL, STYLE &COLOR T.B.D.8'X8' CONC. UTILITY PAD, INSTALL PERUTILITY CO. CORRDINATE W/ MECH. &ELECT. ENGINEERS AND CONTRACTORSACCESSIBLE ROUTEACCESSIBLE ROUTEPEDESTRIAN LIGHTING, INCLUDE FOOTING, POLE &FIXTURE, SEE LIGHTING & SITE PHOTOMETRIC PLAN, TYP.PEDESTRIAN LIGHTING, INCLUDE FOOTING, POLE &FIXTURE, SEE LIGHTING & SITE PHOTOMETRIC PLAN, TYP.BUILDING MOUNTED LIGHTING, SEE LIGHTING & SITEPHOTOMETRIC PLAN & ELEC. PLAN, TYP.BUILDING MOUNTED LIGHTING, SEE LIGHTING & SITEPHOTOMETRIC PLAN & ELEC. PLAN, TYP.PARKING LOT LIGHTING, INCLUDEFOOTING, POLE & FIXTURE, SEE LIGHTING& SITE PHOTOMETRIC PLAN, TYP.FLAGPOLE LIGHTING,INCLUDE FOOTING & FIXTURE,SEE LIGHTING & SITEPHOTOMETRIC PLAN, TYP.PARKING LOT LIGHTING,INCLUDE FOOTING, POLE &FIXTURE, SEE LIGHTING &SITE PHOTOMETRIC PLAN,TYP.MATCH EXIST. CONC. WALK, TYP.RE-GRADE WETLAND PER NOLOSS EXEMPTION NOTICE OFDECISION (ISSUED 9/15/22), SEEGRADING PLANMATCH EXIST. TRAIL8' BIT. PVMT. PATH, TYP.DUMPSTERS TO BE STOREDINSIDE BUILDING AND MOVED TOSTAGING AREA BY STAFF ON PICKUP DAYSDUMPSTERS TO BE STOREDINSIDE BUILDING AND MOVED TOSTAGING AREA BY STAFF ON PICKUP DAYS8" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LHYD & GV,TYP.CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSWETLAND AAREA: 1,132.0 SF (0.026 AC)TO BE REGRADED PER NO LOSS EXEMPTION NOTICE OF DECISION (ISSUED 9/15/22)DRAINAGE ANDUTILITY EASEMENTL O T 1AREA: 291,450.0 SF (6.7 AC)10.0Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .202259612ROBERT A. LATTALICENSE 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.11/07/22REVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILSITE DATAZONING SUMMARY EXISTING ZONINGM-2 PROPOSED ZONINGM-2 SETBACKSREQUIREDPROVIDED FRONT10'147.8' MIN SIDE10'47.7' MIN REAR30'118.8' MINBUILDING SUMMARY NUMBER OF UNITS174REQUIREDPROVIDED BUILDING HEIGHT48'47'-9"PARKING SUMMARY PARKING SPACE SIZING9'X18', 9'X20' F/F COMPACT PARKING SPACE SIZING8'X16' DRIVE AISLE SIZE24' DRIVE AISLE SIZE - FIRE ACCESS26'REQUIREDPROVIDED NUMBER OF PARKING @ 1:1.5261 269SEE SHEET C0.1 FOR GENERAL SITEPLAN NOTESEXHIBIT D PID: 221660001010Owner: Metropolitan CouncilAddress: 7385 181st St WN01°02'26"W 371.77 S89°47'18"W 1495.4530" RCP24" RCP (C.S.A.H.CEDAR AVE(A Public R/W) (Width Varies)Bituminous Parking LotST-6ST-7ST-8ST-9ST-12ST-13ST-14ST-15ST-18ST-19ST-20G L A N S H A W A V E EOF=992.0EOF=990.73C C C C C C C CCCCCCCCCCCFDFDFDFDFDUPFDPickleball CourtRAISED PLANTERSSNOW STORAGEAREAS N O W S T O R A G E A R E ACONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS(UTILITY WORK ONLY)EOF-991.0EOF=991.0EOF-995.0EOF=993.0FES 11IE=988.50CBMH 12 (72")RE=991.50IE=988.58SUMP IE=985.58CBMH 13RE=994.40IE=989.53OCS 5RE=990.50IE (SE)=986.50IE (NW)=988.68INSTALL WEIR WALL IN STRUCTURE9" ORIFICE IE=989.25TOP WEIR WALL=990.20INSTALL DRAINTILE DOWNSTREAMOF WEIR WALLFES 21IE=988.50CBMH 14RE=994.14IE=989.66CBMH 15RE=994.14IE=990.09CB 13ARE=994.03IE=989.97CB 13BRE=994.24IE=990.09FES 6IE=988.50CBMH 22 (48")RE=990.82IE=988.59SUMP IE=984.59CBMH 23RE=991.18IE=988.69FES 24IE=988.50FES 41IE=988.37FES 42IE=987.02CB 16RE=995.01IE=991.59FES 51IE=988.50STMH 4RE=991.00IE(NW)=986.02IE(N)=982.90IE(E)=977.24OCS 7BRE=990.75IE (SE)=986.50IE (NW)=988.62INSTALL WEIR WALL IN STRUCTURE5" ORIFICE IE=989.60TOP WEIR WALL=990.45INSTALL DRAINTILE DOWNSTREAMOF WEIR WALLFES 7CIE=988.50STMH 25 (48")RE=993.40±IE=988.67SUMP IE=984.67STMH 52 (48")RE=993.50±IE=988.58SUMP IE=984.58G L A N S H A W A V EL O T 1AREA: 292,582.0 SF (6.7 AC)86.0CEDAR AVE R.O.W. DEDICATIONAREA: 25,333.2 SF (0.6 AC)Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .202259612ROBERT A. LATTALICENSE 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.11/07/22REVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITC3.0GRADING &UTILITY PLAN. .. .. .. .. .. .1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSSEE SHEET C0.1 FOR GENERAL GRADINGPLAN NOTESEXHIBIT E PID: 221660001010S89°47'18"W 1495.4524" RCP ST-6ST-7ST-8ST-9ST-12ST-13ST-14ST-15ST-18ST-19ST-20ST-21EOF=992.0EOF=990.73C C C C C CCCCCCCCCCCMAKE CONNECTIONTO EXISTING 8"WATER MAIN W/GATE VALVE,COORD. WITH CITYSAN. MH 7RE=989.40IE (E/W)=976.10IE (N)=976.00HYD & GV,TYP.STUB 8" WATERSERVICE AT PROPERTYLINE8" SANITARY STUBIE=976.40(VERIFY WITH SITEDESIGN)30 LF 8" SCH 40PVC @ 1.00%(VERIFY WITHSITE DESIGN)8"X6"TEE8"X8"TEE8" PVC C900 DR18WATERMAINGATEVALVE,TYP.FDFDFDFDFDUPFDLobbyAtriumMailPool EquipWorkshopJanitorReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenWomenPickleball CourtRAISED PLANTERSDomestic HWDog WashDehumidificationRoomGarageStorageMaintenanceBreezewayTrashElevator LobbyElecGarageHallwayStair EStair BTrashElevator LobbyElecStair AStair CStair DBreezewayEnty VestibuleCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS(UTILITY WORK ONLY)EOF-991.0EOF=991.0EOF-995.0EOF=993.0STUB SANITARY TO 5' FROM BUILDINGIE @ STUB=881.83COORD. W/MECH'L16 LF 15" HDPE @1.00%26 LF 15" HDPE @1.85%135 LF 21" RCP @1.00%STUB SANITARY TO 5' FROM BUILDINGIE @ STUB=880.00COORD. W/MECH'LCONNECT TO STUB ATPROPERTY LINESEE STREET PLANS238 LF X" PVCSCH. 40 @ 1.00%495 LF 33" HDPE @1.00%189 LF 12" HDPE @0.50%44 LF 6" PVC SDR 35@1.00%56 LF 6" PVC SDR 35@1.00%13 LF 10" PVC SDR35 @1.00%85 LF 10" PVC SDR35 @1.00%75 LF 6" PVC SDR 35@ 2.00%17 LF 12" HDPE @0.50%20 LF 12" HDPE@ 0.50%MH 10RE=994.50IE (E)=878.78IE (W/S)=878.90111 LF X" PVCSCH. 40 @ 1.00%172 LF X" PVCSCH. 40 @ 1.00%MH 11RE=995.20IE (N)=880.62IE (W)=880.72111 LF X" PVCSCH. 40 @ 1.00%CROSSINGSANITARY TOP=880.92±MAINTAIN MIN. 18" SEPARATIONBELOW WATERCROSSINGSTORM IE=988.66CROSSINGSTORM IE=989.34MAINTAIN 18" SEPARATIONOVER WATERCROSSINGSTORM IE=990.20MAINTAIN 18" SEPARATIONOVER WATER9 LF 12" RCP@ 2.00%6" PERFORATEDDT @ 0.00%CLEANOUTDT IE=986.50 TYP.6" PERFORATEDDT @ 0.00%24 LF 12" RCPSTORM @ 1.00%CLEANOUTDT IE=986.50 TYP.6 LF 12" RCPSTORM @ 2.00%8" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LFES 11IE=988.50CBMH 12 (72")RE=991.50IE=988.58SUMP IE=985.58CBMH 13RE=994.40IE=989.53OCS 5RE=990.50IE (SE)=986.50IE (NW)=988.68INSTALL WEIR WALL IN STRUCTURE9" ORIFICE IE=989.25TOP WEIR WALL=990.20HYD & GV,TYP.FES 21IE=988.50CBMH 14RE=994.14IE=989.66CBMH 15RE=994.14IE=990.09CB 13ARE=994.03IE=989.97CB 13BRE=994.24IE=990.09FES 6IE=988.50CBMH 22 (48")RE=990.82IE=988.59SUMP IE=984.59CBMH 23RE=991.18IE=988.69FES 24IE=988.50FES 41IE=988.37FES 42IE=987.02CONNECT TOWATERMAINCB 16RE=995.01IE=991.59RE=996.00IE=990.67RE=996.00IE=990.03RE=996.00IE=990.52FES 51IE=988.50RE=996.00IE=992.96RE=996.00IE=993.95RE=996.00IE=994.12RE=996.00IE=990.92RE=996.00IE=989.76RE=996.00IE=993.29RE=996.00IE=992.87RE=996.00IE=989.30RE=996.00IE=999.16RE=996.00IE=992.47RE=996.00IE=991.54RE=996.00IE=991.96ALL DOWNSPOUT DRAINS SHALLBE 8" PVC.COORDINATE FINAL DOWNSPOUTLOCATIONS WITHARCHITECTURAL PRIOR TOCONSTRUCTIONSTMH 4RE=991.00IE(NW)=986.02IE(N)=982.90IE(E)=977.240.50% SLOPE0.50% SLOPE2.00% SLOPE2.00% SLOPE2.00% SLOPE0.75% SLOPE,DOWNSPOUTCONNECTIONDRAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSALL DOWNSPOUT DRAINS SHALLBE 8" PVC.COORDINATE FINAL DOWNSPOUTLOCATIONS WITHARCHITECTURAL PRIOR TOCONSTRUCTIONOCS 7BRE=990.75IE (SE)=986.50IE (NW)=988.62INSTALL WEIR WALL IN STRUCTURE5" ORIFICE IE=989.60TOP WEIR WALL=990.45INSTALL DRAINTILE DOWNSTREAMOF WEIR WALLFES 7CIE=988.50STMH 25 (48")RE=993.40±IE=988.67SUMP IE=984.67STMH 52 (48")RE=993.50±IE=988.58SUMP IE=984.58Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .202259612ROBERT A. LATTALICENSE 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.11/07/22REVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITC4.0UTILITY PLAN. .. .. .. .. .. .UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C0.1 FOR GENERAL UTILITYPLAN NOTESSEE SHEET C4.1 FOR CONTINUATION OF STORM SEWER NO BUILDINGSN01°02'26"W 371.77 30.00N88°57'34"ES89°47'18"W 1495.4530" RCP24" RCP (C.S.A.H.CEDAR AVE(A Public R/W) (Width Varies) G L A N S H A W A V E EOF=992.0EOF=990.73C C C C C C C C CCCCCCCCCCCFDFDFDFDFDUPFDLobbyAtriumMailPool EquipWorkshopJanitorReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenWomenPickleball CourtRAISED PLANTERSDomestic HWDog WashDehumidificationRoomGarageStorageMaintenanceBreezewayTrashElevator LobbyElecGarageHallwayStair EStair BTrashElevator LobbyElecStair AStair CStair DBreezewayEnty VestibuleSNOW STORAGEAREAS N O W S T O R A G E A R E ACONSTRUCTION LIMITS(UTILITY WORK ONLY)EOF-991.0EOF=991.0EOF-995.0EOF=993.010 - CK42 - RS3 - RE14 - NW210 - HA3 - SA5 - RS3 - RS7 - HA10 - NW22 - MP1 - GD3 - MP1 - RB1 - QB1 - QB3 - PD5 - PD3 - AC3 - JE3 - PW1 - EK3 - PW3 - JE4 - JE1 - QB1 - EK3 - CF38 - CK7 - SH73 - CK1 - AB21 - AB21 - EK1 - EK1 - EK1 - RB1 - QB1 - AN1 - QB1 - GD1 - AB23 - RB1 - RB3 - QB3 - AB21 - RB1 - GD2 - GD2 - AB22 - AB22 - GD1 - AB224 - CK9 - SH3 - SH65 - CK20 - SH13 - SH13 - SS5 - CF10 - PH6 - SH5 - SS5 - CF7 - SS4 - SH2 - PH5 - SS5 - PH5 - SH5 - CF3 - CF5 - PH6 - SH5 - PH5 - SS5 - CF4 - CF5 - CF6 - CF5 - SS10 - PH6 - SH5 - SS5 - PH3 - SH5 - SS5 - PH3 - SH3 - CF3 - SH5 - PH3 - SS3 - PH3 - SH5 - CF5 - SS5 - PH3 - SH3 - SS5 - CF5 - SS5 - PH3 - SH5 - PH1 - CF6 - SH3 - PH37 - CK11 - SH1 - RB3 - BF3 - AG3 - AG1 - GD1 - MP1 - RB3 - HA12 - TT3 - HA4 - RE5 - RE3 - NW24 - PP34 - RE19 - NW212 - RE9 - MD19 - SS23 - RG3 - RG33 - PL23 - SS23 - SS36 - PL3 - RG3 - RG10 - RG10 - RG10 - RG10 - RG5 - PH1 - CF10 - PH8 - SH3 - SS5 - CF5 - PH5 - SH3 - CF6 - SS5 - CF3 - PH3 - CF5 - PH3 - SH5 - CF5 - PH5 - SH3 - SS5 - SS2 - RB1 - QB1 - QB1 - RB5 - SS1 - RB12 - RG10 - HA7 - SA8 - RE11 - SS24 - RG3 - PW4 - AC3 - JE2 - PD3 - AC2 - PW2 - AC3 - PWWETLAND AAREA: 1,132.0 SF (0.026 AC)TO BE REGRADED PER NO LOSS EXEMPTION NOTICE OF DECISION (ISSUED 9/15/22)DRAINAGE ANDUTILITY EASEMENTL O T 1AREA: 291,450.0 SF (6.7 AC)10.0REVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITL1.0LANDSCAPE PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .2022LICENSE 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. Binder11/07/22PROPOSED 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.LEGENDMULCH SCHEDULEAREAMULCH TYPEEDGING FABRICREMARKSTREE RINGS (STAND ALONE)4" DEPTH, SHREDDED CEDARYES NOSEE DETAIL SHT. L1.1PLANTING BEDS3" DEPTH, 1-1/2" DECORATIVEROCK, DK. GREY TRAPYES NOSAMPLES REQUIREDMAINT. STRIP AT BUILDING FOUNDATION3" DEPTH, 1-1/2" DECORATIVEROCK, DK. GREY TRAPYES YES SEE DETAIL SHT. L1.1DOG PARK MULCH4" DEPTH, SHREDDED WOOD, SEEREMARKSYES YESORGANIC MULCH SPECIFICALLY FOR USEIN DOG PARKS. SHALL KNIT TOGETHERTO FORM MATTED, ACCESSIBLESURFACE, SHALL BE TREATED WITHANTI-MICROBIAL AGENT.NATIVE SEED AREASPUNCHED STRAW, TEMPORARYNANAINSTALL PER SUPPLIER SPECS.NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATASHEETS OF ALL MATERIALSEDGING - SHALL BE CAST-IN-PLACE CONCRETE CURB STYLE.PROVIDE SAMPLES OF AVAILABLE SHAPES, FINISHES & COLORSINSTALL PER MANUF. INSTRUC./SPECS.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRPLANTING 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.SEE SHEET C0.1 FOR GENERALLANDSCAPE & IRRIGATION PLAN NOTESEXHIBIT F FDFDLobbyAtriumReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenStorageMaintenanceBreezewayBreezewayEnty Vestibule1 - GD13 - SH13 - SS1 - RB3 - BF3 - AG3 - AG1 - GD1 - MP1 - RB3 - HA12 - TT3 - HA4 - RE5 - RE3 - NW24 - PP34 - RE19 - NW212 - RE9 - MD19 - SS23 - RG3 - RG33 - PL23 - SS23 - SS36 - PL3 - RG3 - RG12 - RG10 - HA7 - SA8 - RE11 - SS2EOF=991.010 - CK42 - RS3 - RE14 - NW210 - HA3 - SA5 - RS3 - RS7 - HA10 - NW22 - MP3 - MP1 - RB1 - QB5 - CF5 - SS3 - SH5 - PH5 - SH3 - SS2 - RBREVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITL1.1LANDSCAPE PLANENLARGEMENTS &DETAILS. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .2022LICENSE 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. Binder11/07/22Know what'sbelow.before you dig.CallRPERENNIAL 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. KEEPMULCH MIN. 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 PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE 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. KEEPMULCH MIN. 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 BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED 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 ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-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 BEDSOR OVERALL PLANT PLACEMENT201" = 10'-0"10'-0"5'-0"N1BLDG. ENTRANCE & DROP-OFF LANDSCAPE ENLARGEMENT01" = 10'-0"10'-0"5'-0"N2ENTRANCE DRIVE & MONUMENT SIGN LANDSCAPE ENLARGEMENTFINISHED GRADE24" - VERIFY W/ PLAN24" AGGREGATE MAINTENANCE STRIP & CURB EDGERN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANINSITU SUBGRADECOMPACTED SOIL OR AGG. BASE PER CURB INSTALLERPERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDC.I.P. CONC. EDGER CURB, INSTALL PER MANUF.,PROVIDE FORM SAMPLES, COLORS, & FINISHESMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED, PROVIDESAMPLE FOR APPROVAL BEFORE INSTALLATIONFACE OF BUILDING, WALL OR STRUCTURE1 TREESQTY COMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAN1Northwood Red Maple / Acer rubrum 'Northwood'2.5" CAL. B&B NATIVE CULTIVAR NAB211Autumn Blaze Maple / Acer x freemanii `Jeffsred` TM2.5" Cal. B&B NATIVE CULTIVARRB13River Birch / Betula nigra2.5" Cal. B&B NATIVENBF3Dakota Pinnacle® Asian White Birch / Betula platyphylla 'Fargo'2.5" CAL. B&B NATIVE CULTIVAR NGD8Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM2.5" Cal. B&B NATIVE CULTIVAR NEK5Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVAR NQB10Swamp White Oak / Quercus bicolor2.5" Cal. B&BNATIVEYEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAC9White Fir / Abies concolor8` HT. B&BNOT NATIVEJE13Eastern Red Cedar / Juniperus virginiana8` HT. B&BNATIVEPD10Black Hills White Spruce / Picea glauca 'Densata'8` HT. B&B NATIVE CULTIVAR NPW14 White Pine / Pinus alba8` HT. B&B NATIVENORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAG6Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`2" CAL. B&B NATIVEYMP6Prairifire Crabapple / Malus x 'Prairifire'2" CAL. B&B NOT NATIVE YSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYCF77Arctic Fire® Red Twig Dogwood / Cornus sericea 'Farrow'24" HT.NATIVE CULTIVAR NMD9Siberian Carpet Cypress / Microbiota decussata36" SPRD. NOT NATIVE NPP34Mugo Pine / Pinus mugo `Pumilio`36" HT.NOT NATIVE NRG68Gro-Low Fragrant Sumac / Rhus aromatica 'Gro-Low'24" HT.NATIVE CULTIVAR NRE36Como Park Easy Elegance Rose / Rosa x `BAlark` TM24" HT.NOT NATIVE YSS230Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`24" HT.NOT NATIVE YTT12 Taunton`s Yew / Taxus x media `Tauntonii`24" HT.NOT NATIVE NGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYCK247Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster'#3 CONT NATIVE CULTIVAR NPH106Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#3 CONT NATIVE CULTIVAR YSS134Standing Ovation Little Bluestem Grass / Schizachyrium scoparium `Standing Ovation`#3 CONT NATIVE CULTIVAR YSH135Prairie Dropseed / Sporobolus heterolepis#3 CONT NATIVENPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYHA33Chicago Apache Daylily / Hemerocallis x 'Chicago Apache'#2 CONT NOT NATIVE YNW246Walkers Low Catmint / Nepeta x faassenii `Walkers Low`#3 CONT NOT NATIVE YPL69Little Spire Russian Sage / Perovskia atriplicifolia 'Little Spire'#3 CONT NOT NATIVE YRS50Little Goldstar Coneflower / Rudbeckia fulgida 'Little Goldstar'#3 CONT NATIVE CULTIVAR YSA10Autumn Joy Sedum / Sedum x 'Autumn Joy'#3 CONT NOT NATIVE YPLANT SCHEDULE OVERALL PLANGROUND COVERS COMMON / BOTANICAL NAMESIZEDog Park Mulch / Dog Park MulchOrganic mulch specifically preoduced for use in dog parks. Shallknit together to form matted, accessible surface, shall be treatedwith anti-microbial agent.MulchShooting Star Dry Short Parairie Mix / Dry Short Prairie Seed MixShooting Star Native Seed: Dry Short Prairie Seed Mix.Seed MixLower Basin Native Seed MixMNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDINGMANUAL SPECIFICATIONS (2014)Seed MixShooting Star No Mow Fine Fescue Mix / No MowSeed MixSeed MixRock Maintanence Strip / Rock Maintanence Strip1" River rock over filter fabric, include edging as shown &needed. See detail.MulchBlue Grass Based / SodCommercial grade, locally grown, "Big Roll" preferredSodGROUND COVERG L A N S H A W A V EEOF=990.73S N O W S T O R A G E A R E AEOF-991.01 - GD3 - MP1 - RB1 - AN1 - QB1 - AB23 - RB1 - RB3 - QB3 - AB21 - RB2 - AB25 - CF10 - PH6 - SH5 - SS5 - CF7 - SS4 - SH2 - PH5 - SS5 - PH5 - SH5 - CF3 - CF5 - PH6 - SH5 - PH5 - SS5 - CF4 - CF5 - CF6 - CF5 - SS10 - PH6 - SH5 - SS5 - PH3 - SH5 - SS5 - PH3 - SH3 - CF3 - SH5 - PH3 - SS3 - PH3 - SH5 - CF5 - SS5 - PH3 - SH3 - SS5 - CF5 - SS5 - PH3 - SH5 - PH1 - CF6 - SH3 - PH10 - RG10 - RG1 - RB10.0EOF=992.0SNOW STORAGEAREAEOF=991.010 - CK42 - RS3 - RE14 - NW210 - HA3 - SA5 - RS3 - RS7 - HA10 - NW22 - MP1 - QB1 - QB3 - PD5 - SS10 - RG5 - PH1 - CF10 - PH8 - SH3 - SS5 - CF5 - PH5 - SH3 - CF6 - SS5 - CF3 - PH3 - CF5 - PH3 - SH5 - CF5 - PH5 - SH3 - SS5 - SS2 - RB1 - QB1 - QB1 - RB5 - SSREVISION SUMMARYDATEDESCRIPTIONCONDITIONAL USE PERMITL1.2LANDSCAPE PLANENLARGEMENTS &SCHEDULE. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cAFFINITY AT LAKEVILLE 18000 CEDAR AVE, LAKEVILLE, MN 55044 120 W. CATALDO AVENUE, #100, SPOKANE, WA 99201 AFFINITY AT LAKEVILLE, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2215508/26/22 CUP SUBMITTAL11/07/22 CUP RESUBMITTAL. .. .. .. .06/17/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, MPRB, MP. .. .. .. .. .. .. .2022LICENSE 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. Binder11/07/22Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N1NORTH BASIN LANDSCAPE ENLARGEMENT01" = 20'-0"20'-0"10'-0"N2SOUTH BASIN LANDSCAPE ENLARGEMENT FD FD FD FD FD UP FD A503 3 A503 1 A500 10 A501 2 A502 1 A502 5 A50011 A501 4 A500 14 A502 4 A502 3 A502 2 A500 13 Trash 185 Tenant Conf. 109 Water Room 108 Copy Room 106 Office 105 Office 104 Atrium 101 Reception 103 Lobby 102 Men 111 Women 112 Mail 110 Workshop 121 Janitor 122 Pool Equip 126 Domestic HW 125 Trash 181 Garage 000 Dog Wash 123 Enty Vestibule 100 Garage Hallway 120 Stair A 195Stair B 196 Stair C 197 Elevator Lobby 153 Breezeway 152 Elevator Lobby 151 Breezeway 150 185 181 Dehumidification Room 124 A5034 A5011 F1aF1a F1aF1a F1aF1a F1aF1a STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. STRUCT. STOOP -SEE STRUCT. 99'-10" 99'-10" 99'-10" 100'-0" 100'-0" 100'-0" 100'-0" FE FE FE FE FE FE FE FE Elec 182 182 Elec 186 BOLLARDSBOLLARDS (4) BOLLARDS COORDINATE LOCATION W/ MECH (4) BOLLARDS COORDINATE LOCATION W/ MECH (4) BOLLARDS COORDINATE LOCATION W/ MECH (4) BOLLARDS COORDINATE LOCATION W/ MECH INFLAMMABLE WASTE TRAP INFLAMMABLE WASTE TRAP UNEXCAVATED 186 78"X72" INTAKE LOUVER -VFY FINAL SIZE W/ MECH -ARCH TO SELECT COLOR 78"X72" INTAKE LOUVER -VFY FINAL SIZE W/ MECH -ARCH TO SELECT COLOR EXHAUST FAN & 72"X76" LOUVER -VFY FINAL SIZE W/ MECH -ARCH TO SELECT COLOR EXHAUST FAN & 72"X76" LOUVER -VFY FINAL SIZE W/ MECH -ARCH TO SELECT COLOR 153ACCENTACCENT COMPACT COMPACT 150c A501 3 A503 2 Storage 302 Office 107 Maintenance 311 Stair D W1 W1 104a AFFINITY AT LAKEVILLE Construction Type: IA: Garage VA: Common and Residental Areas Sprinkler:NFPA 13 Fire alarm:Required Occupancy: R-2 Multifamily Stories:4 Building Height (midpoint of roof): 47' -9"NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:08:23 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtLevel 1Affinity at LakevilleAffinity at Lakeville, LLCA310 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201N Rev. No.RevisionDate1/16" = 1'-0"1 Level 1 Building Gross Area Level Gross Area Building A Level 1 62,073 ft² 62,073 ft² Building B Level 1 7,668 ft² Level 2 43,116 ft² Level 3 34,950 ft² Level 4 34,950 ft² 120,685 ft² Building C Level 2 25,470 ft² Level 3 25,470 ft² Level 4 25,470 ft² 76,411 ft² Grand total: 182 259,168 ft² Residential Unit Mix Name Count Unit Area Gross Area 1 Bed Premium Unit 1-0 33 696 ft² Unit 1-1 8 727 ft² 41 1 Bed Standard Unit 1-2 25 608 ft² Unit 1-3 3 644 ft² 28 2 Bed 1 Bath Unit 2-1 6 884 ft² 6 2 Bed 2 Bath Premium Unit 3-1 24 1,140 ft² Unit 3-2 9 1,081 ft² Unit 3-3 2 1,147 ft² 35 2 Bed 2 Bath Standard Unit 2-0 27 911 ft² Unit 2-2 2 1,022 ft² Unit 2-3 6 994 ft² Unit 3-0 21 1,024 ft² 56 Studio Unit 0-0 8 506 ft² 8 Grand total: 174 174 Parking Schedule Level Type Count Level 1 Garage 176 Level 1 Exterior 94 Grand total 270 HATCH / KEY LEGEND TYPE-A UNIT EXHIBIT G FPFD FD FD FD FD FD FD FD FD WDWDREF.FD FD FD FD FD FD FD FD FD FD FD FD Lobby AtriumMail Pool Equip Workshop Janitor Reception Office OfficeCopy Room Office Tenant Conf. Water Room MenWomen Pickleball Court RAISED PLANTERS Domestic HW Dog Wash 4 A600 2 A600 1 A600 4 A601 2 A602 3 A600 6 A600 7 A600 8 A600 5 A601 Dehumidification Room Storage Maintenance BreezewayTrash Elevator Lobby Elec Garage Hallway Stair B Trash Elevator Lobby Elec Stair A Stair CStair D Breezeway Enty Vestibule7,668 ft² Atrium Building B 62,073 ft² Garage Building A 99'-10" 100'-0" 18'-0"24'-0"18'-0"COMPACT8'-0"TYPICAL9'-0"18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"TYPICAL STALLS: 9'x18' COMPACT STALLS: 8'X18'9'-0"8'-0"9'-0"9'-0"8'-0"9'-0"8'-0"8'-0"8'-0"8'-0"9'-0"8'-0"8'-0"NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects 11/21/2022 4:07:35 PMC:\Revit Local\22053-Inland-Affinity-Lakeville_esaurUGH86.rvtLevel 1 Plan 12/12/2022 22053Affinity at LakevilleAffinity at Lakeville, LLCSD_10118000 Cedar Ave,Lakeville , MN 55044General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 992011/16" = 1'-0"1 Level 1 2 3D View 18 3 3D View 20 4 3D View 22 5 3D View 21 Rev. No.RevisionDate REF.FDFD FD FD FDFD UP ORDRD A503 3 A503 1 A500 10 A501 2 A502 1 A502 5 A50011 A501 4 A500 14 A502 4 A502 3 A502 2 A500 13 Adult Lounge 268 Cards 266 Billiards 267 Library 265 Theater 277 Golf 269 Game Room 272 Family Dining 271 Studio 274 Mens Lockers 275 Womens Lockers 276 Pool 280 Unit 1-0 A4512 226 Unit 1-0 A4512 228 Unit 1-0 A4512 238 Storage 215 Trash 281 Storage 243 Trash 285 Unit 1-0 A4512 237 Stair A 295 Stair B 296 Stair C 297 Maint. 282 Elec. 284 Elev. Lobby 283 Maint. 286 Elec. 288 Corridor 290 Elev. Lobby 287 Level 2 Lobby 291 284282 281 283 288286287 285 243 Community Patio 294 215 Corridor 293 A5034 A5011 290 FE FE FE FE FE FE FE FE FEACCENTACCENTACCENTACCENTACCENT ACCENTACCENTACCENT ACCENT ACCENT ACCENT A501 3 A503 2 Crafts 270 Fitness 273 Stair D 353 Unit 2-3 A4541 440 Unit 2-1 A4531 246 Unit 1-2 A4521 316 Unit 3-0 A4542 339 Unit 3-1 A4551 309 Unit 3-1 A4551 310 Unit 3-0 A4542 354 Unit 3-0 A4542 313 Unit 1-0 A4512 305 Unit 1-0 A4512 304 Unit 2-0 A4522 306 Unit 0-0 A4511 317 Unit 2-0 A4522 314 Unit 1-1 A4513 320 Unit 2-0 A4522 352 Unit 1-3 97 Unit 3-1 A4551 308 Unit 3-1 A4551 307 Unit 1-2 A4521 303 Unit 2-0 A4522 318 Unit 2-0 A4522 319 Unit 3-2 A4552 323 Unit 1-2 A4521 322 Unit 1-0 A4512 342 Unit 2-3 A4541 441 Unit 2-1 A4531 244 Unit 1-2 A4521 324 Unit 3-0 A4542 340 Unit 3-1 A4551 250 Unit 3-2 A4552 258 Unit 3-1 A4551 252 Unit 3-0 A4542 312 Unit 1-0 A4512 242 Unit 1-0 A4512 241 Unit 2-0 A4522 247 Unit 0-0 A4511 260 Unit 3-2 A4552 300 Unit 1-2 A4521 256 Unit 3-0 A4542 301 Unit 3-0 A4542 236 Unit 3-1 A4551 249 Unit 1-2 A4521 255 Unit 2-0 A4522 259 Unit 1-2 A4521 261 Unit 2-0 A4522 341 Unit 1-1 A4513 344 Unit 2-0 A4522 262 Unit 3-1 A4551 248 Internet Cafe 299 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:08:31 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtLevel 2Affinity at LakevilleAffinity at Lakeville, LLCA320 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201N Rev. No.RevisionDate1/16" = 1'-0"1 Level 2 HATCH / KEY LEGEND TYPE-A UNIT A503 3 A503 1 A500 10 A501 2 A502 1 A502 5 A50011 A501 4 A500 14 A502 4 A502 3 A502 2 A500 13 Unit 1-0 A4512 326 Unit 1-0 A4512 328 Unit 1-0 A4512 336 Unit 1-0 A4512 338 Unit 1-0 A4512 337 Unit 1-0 A4512 335 Unit 2-2 A4532 331 Unit 1-2 A4521 334 Unit 3-3 A4561 332 Unit 1-0 A4512 327 Unit 1-0 A4512 325 Storage 315 Trash 381 Storage 343 Trash 385 Unit 1-2 A4521 330 Stair A 395 Stair B 396 Demark 386 Elev. Lobby 387 Elec. 388 Corridor 390 Demark 382 Elev. Lobby 383 Elec. 384 384382 381 383 388386387 385 343 315 A5034 A5011 390 TREX DECKING ON SLEEPERS FEFEFE FE FE FE FE FEACCENTACCENTACCENTACCENTACCENT ACCENTACCENTACCENT ACCENT ACCENT ACCENTACCENT A501 3 A503 2 Stair D 356 Unit 2-3 A4541 568 Unit 2-1 A4531 469 Unit 1-2 A4521 580 Unit 3-0 A4542 591 Unit 3-1 A4551 545 Unit 3-0 A4542 592 Unit 3-0 A4542 562 Unit 3-1 A4551 546 Unit 1-0 A4512 541 Unit 1-0 A4512 540 Unit 2-0 A4522 542 Unit 0-0 A4511 582 Unit 2-0 A4522 566 Unit 1-1 A4513 586 Unit 2-0 A4522 590 Unit 1-3 593 Unit 3-1 A4551 544 Unit 1-2 A4521 539 Unit 2-0 A4522 583 Unit 2-0 A4522 584 Unit 3-2 A4552 589 Unit 1-2 A4521 588 Unit 3-1 A4551 543 Unit 2-3 A4541 569 Unit 2-1 A4531 468 Unit 3-2 A4552 522 Unit 3-0 A4542 561 Unit 3-1 A4551 499 Unit 1-0 A4512 389 Unit 1-0 A4512 235 Unit 2-0 A4522 476 Unit 0-0 A4511 58 Unit 3-2 A4552 534 Unit 1-2 A4521 512 Unit 3-0 A4542 536 Unit 3-0 A4542 229 Unit 3-1 A4551 489 Unit 3-0 A4542 564 Unit 1-2 A4521 563 Unit 3-1 A4551 494 Unit 1-2 A4521 511 Unit 2-0 A4522 524 Unit 1-2 A4521 529 Unit 2-0 A4522 565 Unit 1-1 A4513 567 Unit 2-0 A4522 530 Unit 3-1 A4551 480 Stair C 358 Unit 0-0 A4511 333 Unit 1-1 A4513 329 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:08:38 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtLevel 3Affinity at LakevilleAffinity at Lakeville, LLCA330 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201N Rev. No.RevisionDate1/16" = 1'-0"1 Level 3 HATCH / KEY LEGEND TYPE-A UNIT A503 3 A503 1 A500 10 A501 2 A502 1 A502 5 A50011 A501 4 Unit 1-0 A4512 426 Unit 1-0 A4512 428 Unit 1-0 A4512 436 Unit 1-0 A4512 438 Unit 1-0 A4512 437 Unit 1-0 A4512 435 Unit 2-2 A4532 431 Unit 1-2 A4521 434 Unit 3-3 A4561 432 Unit 1-0 A4512 427 Unit 1-0 A4512 425 Storage 443 Trash 485 Storage 415 Trash 481 Unit 1-2 A4521 430 Stair A 495 Stair B 496 Stair C 497 Mech 482 Elev Lobby 483 Elec. 484 Corridor 490 Mech 486 Elev Lobby 487 Elec. 488Corridor 491 484482 481 483 488486487 485 443 415 A5034 A5011 490 FEFEFE FE FE FE FE FEACCENTACCENTACCENTACCENT ACCENTACCENTACCENT ACCENT ACCENT ACCENTACCENTACCENT A501 3 A503 2 Stair D Unit 2-3 A4541 502 Unit 2-1 A4531 446 Unit 3-2 A4552 458 Unit 3-1 A4551 452 Unit 3-0 A4542 465 Unit 3-1 A4551 451 Unit 1-2 A4521 457 Unit 3-0 A4542 492 Unit 1-0 A4512 444 Unit 1-0 A4512 442 Unit 2-0 A4522 448 Unit 0-0 A4511 460 Unit 3-2 A4552 463 Unit 1-2 A4521 456 Unit 3-0 A4542 464 Unit 3-0 A4542 439 Unit 3-1 A4551 450 Unit 1-2 A4521 455 Unit 2-0 A4522 459 Unit 1-2 A4521 461 Unit 2-0 A4522 477 Unit 1-1 A4513 479 Unit 2-0 A4522 462 Unit 3-1 A4551 449 Unit 2-1 A4531 447 Unit 2-3 A4541 478 Unit 3-0 A4542 515 Unit 1-2 A4521 501 Unit 3-1 A4551 474 Unit 3-0 A4542 516 Unit 3-0 A4542 493 Unit 3-1 A4551 475 Unit 1-2 A4521 466 Unit 2-0 A4522 504 Unit 1-0 A4512 470 Unit 1-0 A4512 467 Unit 2-0 A4522 471 Unit 0-0 A4511 503 Unit 2-0 A4522 500 Unit 1-1 A4513 508 Unit 2-0 A4522 514 Unit 1-3 517 Unit 3-1 A4551 473 Unit 2-0 A4522 505 Unit 3-2 A4552 513 Unit 1-2 A4521 510 Unit 3-1 A4551 472 Unit 1-1 A4513 429 Unit 0-0 A4511 433 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:08:45 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtLevel 4Affinity at LakevilleAffinity at Lakeville, LLCA340 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201N Rev. No.RevisionDate1/16" = 1'-0"1 Level 4 HATCH / KEY LEGEND TYPE-A UNIT Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8"BUILDING HEIGHT47'-10"7.37.5 4.1 100a 7.14.3 4.2 150c 294a294b 4.1 4.2 7.47.17.1 4.6 8.3 8.24.5 4.57.1 4.6 99 9 9 9 9 7 8 8 8 8888 11 13 12 11 12 13 11 2 2 22 26 4 2 4 2 2 6 2 4 622 2 2 2 4 4 4 4 4 2 2 22 2 2 4 4 4 4 4 4 4 4 4 2 2 2 4 4 4 2 2 2 OPAQUE GLASS, THIS LOCATION 4.6 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.57.1 7.1 7.4 7.2 4.1 4.2 4.5 4.34.2 4.1 4.6 7.1 4.6 7.4 14 15 14 1 4 1 1 4 1 1 4 1 3 3 3 1 1 1 4 4 4 2 2 2 2 2 2 4 4 4 15 2 2 2 2 2 2 4 4 4 15 2 2 2 2 2 2 4 15 4 4 2 4 2 2 2 4 4 2 2 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.17.1 OVERFLOW OUTLET @ 101'-0" W/ SPLASH BLOCK 4.5 4.4 4.1 7.4 4.5 9 1111 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.17.47.47.54.3 7.5 7.1 7.47.4 4.1 4.24.6 4.5 10 10 10 11 11 11 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:09:00 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtExterior ElevationsAffinity at LakevilleAffinity at Lakeville, LLCA500 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 992011/8" = 1'-0"11 East Elevation 1/8" = 1'-0"10 North Elevation - 2 1/8" = 1'-0"13 Front Entry - South Elevation 1/8" = 1'-0"14 Front Entry - North Elevation Rev. No.RevisionDateEXTERIOR MATERIALS Material Mark Description Image 4.1 BRICK VENEER - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.2 BRICK VENEER SOLDIER COURSE - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.3 CUSTOM MASONRY UNITS (CMU) SPEC BRICK - COUNTY MATERIALS - SANDCASTLE BLEND w/ ASHLAR PATTERN 4.4 ADHERED CONCRETE MASONRY VENEER - COLOR: TBD 4.5 <varies> 4.6 KASOTA STONE SILL 5.1 PREFINISHED ALUM BALCONY & RAIL - DARK BRONZE 5.2 PREFINISHED ALUM SOFFIT & FASCIA - WHITE 5.3 CFB TRIM - COLOR: ARCTIC WHITE 7.1 CFB PANEL SIDING - COLOR: COBBLE STONE 7.2 CFB LAB SIDING - COLOR: EVENING BLUE 7.3 CFB SHAKE SIDING - COLOR: TIMBER BARK 7.4 CFB TRIM - COLOR: ARCTIC WHITE 7.5 ASPHALT ROOF SYSTEM - TBD 8.1 PREFINISHED MAGIC PAK GRILL - EXTRUDED ALUMINUM - COLOR TO MATCH ADJACENT FINISH -PER SUBMITTED SAMPLES 8.2 VINYL WINDOWS - WHITE 8.3 ALUMINUM STOREFRONT SYSTEM - WHITE EXTERIOR MATERIAL AREAS Material Mark Description Percentage 4.5 0.84% 0.84% Grade A 4.1 BRICK VENEER - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 17.53% 4.2 BRICK VENEER SOLDIER COURSE - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 1.86% 4.3 CUSTOM MASONRY UNITS (CMU) SPEC BRICK - COUNTY MATERIALS - SANDCASTLE BLEND w/ ASHLAR PATTERN 36.16% 4.4 ADHERED CONCRETE MASONRY VENEER - COLOR: TBD 0.34% 4.5 CUSTOM MASONRY UNITS (CMU) SPEC BRICK SILL - COUNTY MATERIALS - SANDCASTLE BLEND 0.27% 4.6 KASOTA STONE SILL 0.42% 56.57% Grade C 7.1 CFB PANEL SIDING - COLOR: COBBLE STONE 23.76% 7.2 CFB LAB SIDING - COLOR: EVENING BLUE 18.44% 7.3 CFB SHAKE SIDING - COLOR: TIMBER BARK 0.39% 42.59% 100.00% EXHIBIT H Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.37.1 7.4 4.24.1 4.6 7.1 7.2 4.5 4.37.5 14 16 16 14 3 12 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 4.14.67.34.2 7.47.1 7.57.2 7.47.14.54.3 1 4 1 1 4 1 1 14 15 14 1 4 3 3 322 2 4 4 2 2 4 2 4 4 4 15 2 2 2 2 2 2 2 2 2 4 4 44 4 4 15 2 2 2 4 22 2 2 4 2 2 4 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.4 7.1 4.2 4.64.14.5 4.37.1 7.2 15 4 4 2 2 4 4 15 2 2 2 2 4 4 2 222 2 2 4 4 4 4 4 4 2 2 2 151515 2 2 2 2 2223 3 3 2 2 1 4 1 1 4 1 1 4 1 14 15 14 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.1 7.47.2 7.54.1 4.2 4.67.1 4.3 4.5 2 4 2 2 4 2 2 4 2 4 15 2 1 3 312 4 4 2 1 3 1 4 1 4 1 4 14 15 14 1 1 1 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:09:11 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtExterior ElevationsAffinity at LakevilleAffinity at Lakeville, LLCA501 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201Rev. No.RevisionDate1/8" = 1'-0"1 Typical End Elevation 1/8" = 1'-0"2 South Elevation - 3a 1/8" = 1'-0"3 South Elevation 3b 1/8" = 1'-0"4 North Elevation - 3 EXTERIOR MATERIALS Material Mark Description Image 4.1 BRICK VENEER - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.2 BRICK VENEER SOLDIER COURSE - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.3 CUSTOM MASONRY UNITS (CMU) SPEC BRICK - COUNTY MATERIALS - SANDCASTLE BLEND w/ ASHLAR PATTERN 4.4 ADHERED CONCRETE MASONRY VENEER - COLOR: TBD 4.5 <varies> 4.6 KASOTA STONE SILL 5.1 PREFINISHED ALUM BALCONY & RAIL - DARK BRONZE 5.2 PREFINISHED ALUM SOFFIT & FASCIA - WHITE 5.3 CFB TRIM - COLOR: ARCTIC WHITE 7.1 CFB PANEL SIDING - COLOR: COBBLE STONE 7.2 CFB LAB SIDING - COLOR: EVENING BLUE 7.3 CFB SHAKE SIDING - COLOR: TIMBER BARK 7.4 CFB TRIM - COLOR: ARCTIC WHITE 7.5 ASPHALT ROOF SYSTEM - TBD 8.1 PREFINISHED MAGIC PAK GRILL - EXTRUDED ALUMINUM - COLOR TO MATCH ADJACENT FINISH -PER SUBMITTED SAMPLES 8.2 VINYL WINDOWS - WHITE 8.3 ALUMINUM STOREFRONT SYSTEM - WHITE Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 5.2 7.47.28.1 4.3 4.5 3 3 3 4 4 4 2 2 2 4 4 4 4 4 4 2 2 2 2 2 4 4 2 2 6 2 2 4 4 6 4 4 4 2 2 2 4 4 4 3 3 3 2 4.2 4.1 4.67.1 2 2 4 4 4 4 2 2 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.2 OVERFLOW OUTLET @ 101'-0" 4.5 4.1 5.3 5 5 66 6 4.3 6 17 17 17 17 17 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 17 1818 17 17 17 17 17 17 4.1 4.2 5.3 4.3 4.5 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 6 6 6 18 18 18 17 7.2 4.1 5.3 4.3 5.3 4.54.27.4 5.3 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" DS TO DRAIN TILEDS TO DRAIN TILE STRUCT STOOP -SEE STRUCT10'-8"4.5 4.37.1 7.47.27.1 7.44.2 4.1 15 4 4 4 3 3 3 14 1 1 1 2 2 2 2 2 2 4 4 4 2 2 21 4 1 1 4 1 1 4 1 14 15 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:09:24 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtExterior ElevationsAffinity at LakevilleAffinity at Lakeville, LLCA502 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201Rev. No.RevisionDate1/8" = 1'-0"1 West Elevation - 1 1/8" = 1'-0"2 Pool - Elevation 3 1/8" = 1'-0"3 Pool - Elevation 2 1/8" = 1'-0"4 Pool - Elevation 1 1/8" = 1'-0"5 South Elevation - 2 EXTERIOR MATERIALS Material Mark Description Image 4.1 BRICK VENEER - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.2 BRICK VENEER SOLDIER COURSE - SOUIX CITY - CHARLESTON HAMPTON - 12" UTILITY 4.3 CUSTOM MASONRY UNITS (CMU) SPEC BRICK - COUNTY MATERIALS - SANDCASTLE BLEND w/ ASHLAR PATTERN 4.4 ADHERED CONCRETE MASONRY VENEER - COLOR: TBD 4.5 <varies> 4.6 KASOTA STONE SILL 5.1 PREFINISHED ALUM BALCONY & RAIL - DARK BRONZE 5.2 PREFINISHED ALUM SOFFIT & FASCIA - WHITE 5.3 CFB TRIM - COLOR: ARCTIC WHITE 7.1 CFB PANEL SIDING - COLOR: COBBLE STONE 7.2 CFB LAB SIDING - COLOR: EVENING BLUE 7.3 CFB SHAKE SIDING - COLOR: TIMBER BARK 7.4 CFB TRIM - COLOR: ARCTIC WHITE 7.5 ASPHALT ROOF SYSTEM - TBD 8.1 PREFINISHED MAGIC PAK GRILL - EXTRUDED ALUMINUM - COLOR TO MATCH ADJACENT FINISH -PER SUBMITTED SAMPLES 8.2 VINYL WINDOWS - WHITE 8.3 ALUMINUM STOREFRONT SYSTEM - WHITE Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 4.1 4.27.1 7.44.6 7.4 7.1 7.24.5 4.3 2 2 2 15 4 4 4 2 2 22 2 2 4 4 4 4 4 4 1515 2 2 2 2 2 2 4 4 4 15 2 2 2 2 4 4 2 2 4 15 2 3 1 4 1 1132 2 3 1 4 1 14 15 14 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.3 7.57.17.4 7.17.4 4.1 4.27.1 7.1 7.2 4.5 4.37.1 1 1 1 4 4 4 1 1 1 3 3 3 2 2 2 4 4 4 2 2 2 2 2 2 14 15 14 15 15 2 2 2 2 2 2 2 2 2 4 4 4 15 2 2 2 2 2 4 4 4 2 2 2 2 4 4 4 15 2 2 2 2 2 2 4 4 4 4 4 4 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" DS TO DRAIN TILESTRUCT STOOP -SEE STRUCT 4.1 4.24.6 7.5 7.1 7.27.47.14.3 4.5 2 2 2 4 4 4 2 2 2 15 4 4 4 2 2 22 2 2 4 4 4 2 2 2 15 4 4 4 2 2 2 2 2 2 4 4 4 2 2 2 4 4 4 15 2 2 2 1 1 1 3 3 3 1 4 1 1 1 141514 1 1 4 4 Level 2 110'-8" Level 3 121'-9 7/8" Level 1 100'-0" Level 4 132'-11 3/4" Truss Brg. 142'-0 7/8" 7.2 4.1 4.67.1 4.3 4.5 31 1 3 2 2 2 2 1 3 14 2 2 16 14 1 13 3 3 1 NOT FORCONSTRUCTIONDate Project Number 1301 American Blvd E. Suite 100 Bloomington, MN 55425 tel: (612) 879-6000 fax: (612) 879-6666 www.kaaswilson.com Copyright Kaas Wilson ArchitectsOwner:Project:kaas wilson architects As indicated8/23/2022 4:09:41 PMC:\Revit Local\22-03-O-Inland-Affinity-Lakevillev2_esaurUGH86.rvtExterior ElevationsAffinity at LakevilleAffinity at Lakeville, LLCA503 General Contractor: Eagle Building Company 6636 Cedar Ave. S. Suite 140 Minneapolis, MN 55110 612.378.1115 Structural: BKBM 6120 Earle Brown Drive, Suite 700. Minnneapolis, MN, 55430 P: 763.843.0420 Civil / Landscape: Civil Site Group 4931 W 35th St. Suite 200 St. Louis Park, MN 55416 P: 763.213.3944 120 W. Cataldo Ave., Suite 100Spokane, WA 99201Rev. No.RevisionDate1/8" = 1'-0"1 North Elevation - 1a 1/8" = 1'-0"2 North Elevation - 1b 1/8" = 1'-0"3 South Elevation - 1 1/8" = 1'-0"4 NE Garage Entry End Elevation 0.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.10.10.10.10.10.10.20.20.20.20.20.10.10.10.10.20.40.40.50.40.30.20.10.10.10.10.20.40.50.50.50.40.20.10.10.10.20.40.71.11.10.80.40.30.10.10.10.20.30.61.11.31.10.60.30.20.10.10.10.30.60.91.51.71.00.80.30.10.10.10.10.10.10.10.10.10.10.10.20.51.01.11.71.01.00.50.20.10.10.10.10.10.30.81.61.40.71.71.00.40.20.10.10.10.20.20.20.20.10.10.10.10.20.61.51.90.11.91.40.50.20.10.10.10.10.10.10.20.30.81.31.21.51.30.90.40.20.10.20.30.40.50.50.40.30.20.10.10.20.51.01.11.71.11.00.50.20.10.10.20.20.20.30.30.40.60.81.41.50.90.60.30.20.10.20.40.71.21.20.80.40.20.10.10.20.30.61.11.41.10.60.40.20.20.20.30.50.60.60.50.40.40.60.70.70.60.40.20.10.10.30.71.01.61.71.00.80.30.20.10.10.10.20.40.50.60.81.31.00.40.20.30.50.91.41.40.80.50.40.30.30.30.20.20.10.10.10.30.91.71.20.81.81.21.20.90.30.10.10.10.10.20.20.30.77.40.10.10.20.40.91.21.61.31.20.80.30.20.10.10.10.10.10.10.10.30.81.21.41.51.20.87.55.70.40.10.10.10.10.10.10.10.41.11.80.71.41.70.80.30.10.10.10.10.10.10.20.50.81.41.40.10.10.10.20.20.10.40.81.01.71.51.00.70.30.10.10.10.10.20.30.50.60.70.10.10.20.30.40.40.40.70.70.50.81.21.20.70.40.20.10.10.20.20.30.70.80.10.10.30.50.91.00.912.81.90.40.40.50.50.40.20.10.10.10.10.32.415.10.10.20.40.81.01.71.35.31.40.30.20.20.20.20.10.10.21.54.70.10.20.51.21.60.61.50.30.30.10.10.10.10.10.10.10.10.30.20.10.20.51.11.31.41.20.10.10.10.40.61.11.61.30.10.10.10.10.10.20.40.70.80.70.10.40.60.60.40.10.10.10.20.30.30.30.11.510.712.41.80.10.10.10.10.10.10.10.11.210.32.72.10.30.10.10.94.60.30.30.10.10.10.10.10.30.30.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.30.40.40.10.10.10.10.10.20.20.30.82.32.82.00.60.30.20.20.10.10.10.10.10.10.10.10.30.50.91.00.90.10.10.20.20.20.20.30.51.35.46.54.41.10.40.30.20.20.20.20.10.10.10.10.20.40.81.11.71.20.20.20.20.20.30.30.40.61.55.87.24.91.20.50.30.30.30.20.20.20.10.10.10.20.51.31.60.61.60.20.30.30.30.40.40.40.61.34.95.94.11.10.50.40.40.40.30.30.20.20.10.20.51.21.31.41.20.40.40.40.50.50.60.60.60.91.72.01.50.80.60.60.50.50.40.40.30.20.10.20.40.71.21.61.31.00.70.60.70.80.80.80.70.70.80.80.70.70.70.80.80.80.60.50.40.30.20.10.10.20.40.70.80.76.12.71.10.91.01.21.31.10.90.80.70.70.70.80.91.21.31.21.00.70.50.40.30.10.10.20.20.30.30.38.43.31.31.21.51.81.91.61.20.90.80.70.80.91.31.71.91.81.41.00.60.40.30.10.10.10.10.10.13.22.21.21.41.92.32.42.11.51.10.90.80.91.11.62.12.42.31.81.20.80.50.30.10.10.10.10.117.22.51.11.42.02.52.52.21.61.10.90.80.91.21.72.32.62.41.91.20.80.70.10.10.10.13.01.40.91.21.72.22.21.91.41.10.90.80.91.11.52.02.32.11.61.10.91.73.20.10.10.10.10.10.50.70.71.01.31.61.71.51.20.90.80.80.81.01.21.51.71.61.30.90.92.919.30.10.10.10.20.30.30.40.50.60.81.01.21.31.21.00.80.80.70.80.91.01.21.31.21.00.80.71.11.40.10.10.20.40.70.90.30.50.60.80.91.11.11.00.90.80.70.70.70.81.01.11.11.10.90.70.60.50.40.10.10.40.71.01.71.40.91.14.94.10.20.40.50.60.81.01.21.31.11.00.80.80.70.80.91.01.21.31.21.00.80.60.50.10.20.41.11.51.11.31.50.90.80.70.50.40.50.71.01.31.61.71.51.20.90.80.80.81.01.21.51.71.61.31.00.70.50.10.20.41.11.61.01.41.50.70.40.30.30.40.50.81.21.72.22.21.91.41.10.90.80.91.11.52.02.32.11.71.20.80.50.50.62.35.53.40.70.20.10.10.40.71.01.71.40.80.60.40.30.30.40.60.81.32.02.52.52.21.61.10.90.80.91.21.72.32.62.51.91.30.90.60.50.61.01.61.20.50.20.10.10.10.20.40.80.90.90.60.40.30.30.30.40.50.81.21.92.42.42.11.51.10.80.80.91.11.62.22.52.41.91.30.80.60.50.40.40.50.40.20.10.10.10.10.20.30.30.40.40.30.30.20.20.30.30.50.71.01.41.81.91.61.20.90.70.70.80.91.31.72.01.91.51.10.80.60.40.30.30.20.20.10.10.10.10.10.10.20.20.20.20.20.20.20.30.40.50.71.01.21.31.10.90.70.60.60.60.70.91.21.41.41.20.90.70.50.40.30.20.20.10.10.10.10.10.10.10.10.10.10.20.20.20.20.30.40.50.60.80.80.70.60.50.50.50.50.60.70.80.91.01.00.90.70.60.40.30.20.10.10.10.10.10.10.10.10.10.20.20.20.30.40.40.50.50.50.50.40.40.40.40.40.50.60.70.80.90.90.80.60.50.30.20.10.10.10.10.10.10.10.10.10.20.20.20.30.30.30.40.30.30.30.30.30.30.30.40.40.50.71.01.21.10.80.50.30.20.10.10.10.10.10.10.10.10.10.10.20.20.20.20.30.30.30.20.20.20.30.30.30.40.50.81.31.81.71.10.60.30.20.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.30.30.50.81.72.52.41.40.70.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.40.81.82.72.61.50.70.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.40.71.42.12.01.20.60.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.51.01.31.30.90.50.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.40.60.80.80.60.30.20.10.10.10.10.10.10.10.10.10.10.10.20.30.40.50.50.40.30.20.10.10.10.10.10.10.10.20.30.30.30.30.20.10.10.10.10.10.10.20.20.20.20.20.10.10.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1EXHIBIT I 1 2 3 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Associate Planner From: Lucas Ritchie, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Alex Jordan, Assistant City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Daryl Morey, Planning Director Date: November 22, 2022 Subject: Affinity Apartments • Preliminary Site Review • Preliminary Grading and Drainage Plan Review • Preliminary Erosion Control Plan Review • Preliminary Utility Plan Review BBAACCKKGGRROOUUNNDD Affinity at Lakeville, LLC has submitted a conditional use permit application, including grading, drainage, utility, and erosion control plans known as Affinity Apartments, to be located on Lot 1, Block 1, 179th Street Apartments. The site plans include construction of an age-restricted independent senior living facility with 174 dwelling units. The parent parcel consists of a metes and bounds property (PID No. 220100051014) zoned M-2, Mixed Use Cedar Corridor District. The proposed development will be completed by: Developer: Affinity at Lakeville, LLC Engineer/Surveyor: Civil Site Group SSIITTEE CCOONNDDIITTIIOONNSS The Affinity Apartments parent parcel consists of undeveloped agricultural land. The site is located within the Farmington Stormwater District with the land generally draining northwest to southeast. The site’s parent parcel is bordered to the east by the Cordelia AAFFFFIINNIITTYY AAPPAARRTTMMEENNTTSS –– CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT NNOOVVEEMMBBEERR 2222,, 22002222 PPAAGGEE 22 OOFF 44 development which has been final platted and is under construction and to the south by the Avonlea Village Green development and the Cedar Avenue Park and Ride development. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue The parent parcel is located east of and adjacent to Cedar Avenue (CSAH 23), a principal arterial highway, as identified in the City’s Transportation Plan. Cedar Avenue received pavement rehabilitation in the summer of 2022, along with trail improvements adjacent to the parent parcel. No street connections to Cedar Avenue are proposed with the preliminary plat. The development of the parent parcel shall include a trail connection to the recently improved trail corridor along Cedar Avenue. Glanshaw Avenue The 179th Street Apartments preliminary plat includes construction of Glanshaw Avenue, a local street, as identified in the City’s Transportation Plan. Glanshaw Avenue is designed as a two-lane urban roadway and shall include a five-foot wide sidewalk along the southern and eastern side of the street. Access to the Affinity Apartments site is proposed as a single driveway on Glanshaw Avenue. The driveway access shall be constructed consistent with City design specifications. Certificate of Occupancy will not be issued for the Affinity Apartments until one lift of asphalt has been paved on Glanshaw Avenue. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction will be determined with the final construction plans. PPAARRKKSS,, TTRRAAIILLSS,, AANNDD SSII DDEEWWAALLKKSS Affinity Apartments includes construction of private pedestrian improvements in the common areas of the site including a connection to the public trail system along Cedar Avenue. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Affinity Apartments is located within subdistrict NC-20135 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through sanitary sewer to the MCES Elko/New Market Interceptor and continue to the Empire Wastewater Treatment Facility. AAFFFFIINNIITTYY AAPPAARRTTMMEENNTTSS –– CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT NNOOVVEEMMBBEERR 2222,, 22002222 PPAAGGEE 33 OOFF 44 Development of 179th Street Apartments includes the extension of a sanitary sewer service to the Affinity Apartments site. Connection to the sanitary sewer shall not be permitted until the downstream sanitary sewer has been tested and accepted by the City. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required prior to the issuance of a building permit. The fee will be based on the current rate in effect at the time of building permit issuance. WWAATTEERRMMAAIINN Development of 179th Street Apartments includes the extension of public watermain to the Affinity Apartments site. Connection to the water shall not be permitted until the downstream utilities has been tested and accepted by the City. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Affinity Apartments is located within subdistricts FO-004 and FO-044 of the Farmington stormwater district, as identified in the City’s Water Resources Management Plan. Affinity Apartments includes the construction of two privately owned and maintained stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will outlet to the east into a proposed stormwater management basin to be constructed with the 179th Street Apartments preliminary plat. The Developer must enter into stormwater maintenance agreements with the City prior to recording the final plat. The downstream stormwater management system to be constructed with the 179th Street Apartments development must be completed prior to the issuance of a certificate of occupancy for Affinity Apartments. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. The Affinity Apartments site contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. AAFFFFIINNIITTYY AAPPAARRTTMMEENNTTSS –– CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT NNOOVVEEMMBBEERR 2222,, 22002222 PPAAGGEE 44 OOFF 44 SSTTOORRMM SSEEWWEERR Development of Affinity Apartments includes the construction of public and private storm sewer systems. Privately maintained storm sewer will be installed within the site to collect and convey stormwater runoff generated to the stormwater management systems. The public storm sewer will be located within the southwest corner of the site, conveying the runoff from Cedar Avenue to the existing storm sewer to the south. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Affinity Apartments is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands within the Affinity Apartments site. TTRREEEE PPRREESSEERRVVAATTIIOONN No tree preservation plan is needed for the Affinity Apartments development. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Affinity Apartments conditional use permit, and grading and drainage plan, erosion control plan, and utility plan.