CEDAR@ISLES@DEANNEIGHBORHOODASSOCIATION(CIDNA) RESOLUTION*NOT*TO*OPPOSE*THE*TRAMMELL*CROW*COMPANY*APARTMENTS* PROPOSED*AT*3118*WEST*LAKE*STREET* APRIL9,2014 1. WHEREASHighStreetResidential,awhollyownedsubsidiaryofTrammellCrow Company(the Developer )hasproposedanapartmentprojectat3118westlake Street(the Project )onthesiteoftryg srestaurantasdescribedintheattached exhibitentitled 3118WestLakeStreet@CIDNAPresentation datedapril4,2014by ESGArchitects(the Exhibit ).TheExhibitisincludedaspartoftheProjectdescription inthisresolution.theprojectwouldincludethefollowingcharacteristics: a. FloorArea:TheProjectwillhaveapproximately233,335grosssquarefeet. Excludingonelevelofparkingbelowground(approximately62,206square feet)andthetryg srestaurant/bar(approximately5,002squarefeet),the Projectwouldhaveapproximately171,129squarefeetofresidentialfloorarea. b. Units:Approximately154unitswithapproximately225beds c. Height:BuildingheightfromWestLakeStreetwillbe60feet(63.4feet includingparapet).asmallelevator/stairwaypenthousewillbe75.8feethigh, thesameheightastheconnectingbridgestructurebetweenthenorthandsouth buildingsoftheloopcalhouncondominiums(the Loop ).Therewillbea see through decorativeroofcornerstructure(the Pergola )asdepictedinthe Exhibitwithdimensionsof33feetwide(alongWestLakeStreet),24.5feetlong, and9.9feethigh.theproposedbuildingwillbe4feethigherthanthesouth@ Loopbuilding,and4feetlowerthanthenorth@Loopbuilding,allexcluding parapets d. GreenwayShadowing:TheProjectwillnotshadetheMidtownGreenwayat noononwintersolstice,andwouldstepdowntothegreenwayonthenorth side. e. Parking:Approximately289stallsincluding52forthebar/restaurant,25for residentialguests,and212forresidents. f. Sidewalks:TheDeveloperwillbuildaneast@westsidewalkatthenorthsite perimeteraspartofapossiblefuturepedestrianpathbetweendeanparkway andcalhounvillage.anorth@southsidewalkontheeasternperimeterwill connecttothenorthperimetersidewalk.sidewalkswillbedesignedand constructedtoaccommodatehandicappedaccessibilitystandardssothat residentsandguestshavesafeafullaccesstouseoftheproject.astairwaywill connectthenorth@southsidewalkwiththeloopjustsouthofthegarden apartments.theloopwillworkwiththedevelopertocompleteanyportionof thestairslocatedonitsproperty. g. Patios:TherewillbethreepatiosasdepictedintheExhibit:(1)Astreet@level patioofapproximately1,300squarefeetconnectedwithtryg srestaurant facingwestlakestreet;(2)aswimmingpoolpatioofapproximately3,200 squarefeetforapartmentresidentsontheroofoftherestaurant;(3)aroof patioofapproximately4,000squarefeetforapartmentresidentswithsunning arealocatedonthesouthernportionofthe6@storybuildingroof. CIDNAResolutionRe.TrammellCrowCompany April9,2014Amended 1
(Buildingareasanddimensions,andunitandparkingcountsareapproximate, butwillnotchangesignificantly,andaresubjecttorefinementindesign developmentandconstructiondocumentphases.) 2. WHEREAStheDeveloperisrequestingaconditionalusepermittoexceedthe56@foot heightlimitofthec3azoningclassificationandthe35@footheightlimitofthe ShorelandOverlayDistrict.Novariancesarebeingrequested. 3. WHEREAStherestaurantfirepitwillbelocatedonthewestsideofthepatiowitha correspondingwallontheeastsideofthepatio.(thefirepitwillbelocatedonthe oppositesideofthepatiofromwhatwasoriginallyproposed.) 4. WHEREAStheremaybesomepiledriving.TheDeveloperwilluseitsbesteffortsto minimizenoiseandvibrationscausedbypiledrivingincludinguseofmonitoring equipment.thedeveloperwillinformtheloopofthepile@drivingscheduleveryearly intheconstructionplanningprocess. 5. WHEREASthelowerparkinglevelwillbeabovethewatertable,andnopermanent dewateringorpumpingofgroundwaterwillberequired;thestormwatermanagement systemwilldirectsurfacewatertobelow@gradestormwaterrateandfiltration chamberswithinthebuildingsetbackbeforebeingreleasedatacontrolledrateinto themunicipalstormsewersystem,inaccordancewithplansapprovedbythecity Engineer. 6. WHEREAStheexhaustforemergencygeneratorwillbelocatedawayfromtheside yardwiththeloopandwillbemuffledpursuanttocityordinance. 7. WHEREASMagicPackswillhandleairconditioningforeachunit,sotherewillbeno centralairconditioningcompressor.therewillbesmallairconditioningcondensers ontheroofforhallways,whichwillbeproperlysoundproofed. 8. WHEREAStherewillbeagreenroofforthelevel@onegardenapartments(or comparablydesignedroofwithpottedplants). 9. WHEREASarowoftreeswillbeplantedontheeastperimeterwiththeLoop.CIDNA requeststhedevelopertoconsidertalltreesforthistreatmentwithawidecanopy alongsidethesouthloopbuildingandacolumnarstylealongsidethenorthloop buildingdependingonrecommendationsfromthelandscapearchitect.thedeveloper willconferandseekcollaborationwiththeloopcommitteeaboutthefinallandscape designfortheproject. 10. WHEREAStruckdeliverieswillnotstoponLakeStreet.Truckswillenterthedriveway fromthewestlakestreetcurbcutandreturnusingathree@pointturningarealocated intheinteriorofthesite. CIDNAResolutionRe.TrammellCrowCompany April9,2014Amended 2
11. WHEREAStheDeveloperwillarrangefora24@hourcontactandnotificationsystemin theeventofreasonablecomplaintsforpublicdisturbanceintheapartmentsorrelated apartmentpatios. 12. WHEREAStheDeveloperwillperiodicallymeetwithappointedrepresentativesofthe LoopduringconstructiontoprovideinformationabouttheProjectincludingameeting towardtheendofdesigndevelopment,andconstructiondocumentphases.thecidna CommitteealsowillbeinformedperiodicallyasappropriateaboutmajorProject developments. 13. WHEREAStheDeveloperwilluseitsbesteffortstominimizetheimpactofProject constructiononwestlakestreettraffic.atrafficplanwillbesharedwiththeloop andcidnacommittees,whichwillincludeaplanfordeliveryofmaterialstoandfrom thesiteoutsideofrushhour.constructionequipmentanddeliverytruckswillnotstop onwestlakestreetunlessabsolutelynecessary.notrafficlaneonwestlakestreet willbereservedforconstructionunlessabsolutelynecessaryforshortperiodsoftime. 14. WHEREAStheDeveloperwillpresentaregularlyupdatedconstructionscheduletothe LoopandCIDNACommittees. 15. WHEREASCIDNAisconcernedaboutsafetyandwalkabilityofpedestriancrossingson WestLakeStreetandExcelsiorBoulevard. 16. WHEREASCIDNAisconcernedabouttheveryhighleveloftrafficintheneighborhood, whichhassomeofthehighesttrafficcountsinthecityandthestate,resultinginmajor trafficcongestionatrushhour. 17. THEREFOREBEITRESOLVEDTHATCIDNAsupportsaneffortbytheCityof MinneapolisandHennepinCountytoexplorewaystorelievetrafficcongestion,traffic flow,andpedestriansafetyintheneighborhood.thiseffortwouldincludeexploring thepossibilityofalongerleftturnlaneintotheprojectsiteandtheadjacentloopfrom WestLakeStreetanddevelopmentofaestheticandinvitingtransitstopsinthevicinity. 18. BEITFURTHERRESOLVEDTHATCIDNAsupportsacommunityefforttoconsidera pedestrianpathonprivatepropertyadjacenttopropertyownedbythehennepin CountyRegionalRailroadAuthority(the HCRRA )betweendeanparkwayandthe CalhounVillagecrossing.Thiseffortwouldrequirecooperationbetweenownersof CalhounVillage,Loop,CalhounCityApartments,theHCRRA,theMinneapolisParkand RecreationBoardandtheCityofMinneapolis.CIDNAsupportsothersimilareffortsto improvepedestrianandbikesafetyintheneighborhood. 19. BEITFURTHERRESOLVEDTHATCIDNAsupportstheadditionofaboulevard betweenthesidewalkandwestlakestreetifpossible. 20. BEITFURTHERRESOLVEDTHATCIDNAdoesnotopposetheProjectandcommends thedeveloperforaddressingmanyneighborhoodconcernsabouttheprojectincluding CIDNAResolutionRe.TrammellCrowCompany April9,2014Amended 3
CIDNAResolutionRe.TrammellCrowCompany April9,2014Amended 4 improvedsideyarddesign,greenwayinterface,pedestrianconnectivity,architectural designandmaterials,neighborhoodcommunications,andlowerprojectheight.for thisresolutiontobeeffectivethefollowingconditionsmustapply: a. ThisresolutionisacknowledgedandagreedbytheDeveloperassetforth below. b. SignificantchangestotheProjectareapprovedbytheCIDNALandUseand DevelopmentCommittee. c. TheCIDNACommitteeapprovesare@designoftheapartmententryway structureinordertoaddressitsinterfacewiththeloopontheeastsideofthe Project. TheBoardofDirectorsoftheCedar@Isles@DeanNeighborhoodAssociationhasapprovedthis resolutiononapril9.2014. /s/ CraigWestgate President /s/ RosanneHolloran Secretary /s/ RobertCorrick Chair,LandUseandDevelopmentCommittee TheDeveloperagreesthatthisresolutionandExhibitaccuratelydescribestheProject,will seekapprovalfromthecidnalanduseanddevelopmentcommitteeforsignificantchanges totheproject,exceptthatchangesrequestedbytheminneapolisplanningcommissionorits Committees,ifany,wouldbecommunicatedtoCIDNAassoonaspracticablethereafter. CIDNAreservestherighttoreviewitssupportoftheProjectinresponsetosignificantProject changes. /s/ GradyHamilton Principal TrammellCrowChicagoDevelopment,Inc. /s/ JohnnyCarlson SeniorVP TrammellCrowChicagoDevelopment,Inc.
3118 WEST LAKE S Minneapolis, MN 4.7.2014
Table of Contents 3 4 5 6-7 8-9 10-17 18-26 27-29 30 31
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Project Purpose and Vision Streetscape and Public Realm - - - - Green and Sustainable Features - - - 3118 W. lake STrEET Minneapolis, MN Project Narrative April 7, 2014 3
Proposed LRT Midtown Greenway Proposed Streetcar West Lake Street Lake Calhoun N Scale: 1" = 300'-0" 0 100 200 500 4 Vicinity Context Plan
Hennepin County Regional Railroad Authority Property Line (Red and Yellow) N Scale: 1" = 100'-0" 0 50 100 200 March 20, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 3118 W. LAKE ST. SITE CONTEXT PLAN Minneapolis, MN 55416 Site Context Plan - Proposed Overlayed in Black 5
874.6 874.6 1.7 1.7 8.4 8.4 6.2 6.2 6.2 1.4 1.4 1.4 33.9 33.9 33.9 8.4 8.4 OHE OHE 70.8 70.8 874.1 874.1 874.1 875.7 875.7 875.7 0.5 0.5 876 876 876 885 880 885.7 886.5 884.9 884.7 886.2 878.5 884.9 884.7 878.5 885.1 887.3 885.1 885.3 884.6 885.3 LP 884.8.4 884.8 884.6 884.6 LP 884.6 S NWE NWE NES NES SE SE NS NS W CLAY S 885.3 885.0 884.7 885.3 885.0 884.7 885.2 884.1 885.2 884.1 879.1 879.1 885.8 885.5 884.2 885.5 884.5 884.2 884.5 884.4.0.6 KEYSTONE WALL 885.0 KEYSTONE WALL 878.9 0.4± WEST OF 878.9 0.4± WEST OF 884.3 884.4 884.6 884.7 884.7 879.4 PROPERTY LINE 879.4 885.4 PROPERTY LINE 876.9 878.2 885.0 884.1 883.7 884.2 884.1 883.7 884.2 4"CRAB 290 4"CRAB 876.9 878.2 883.1 879.3 884.2 883.4 883.1 884.2 883.4 883.7 4"SPR 883.7.2 4"SPR 884.7 883.4 884.4 883.4 876.7 883.7 883.7.6 882.7 883.4 882.7 2"WLNT 884.0 882.5 882.5 160 2"WLNT 881.9 884.5 882.4 882.1 881.9 882.1.7 882.4 130 882.7 882.7 882.2 882.2.3 882.0 882.0 883.9 883.6 3"SPR 883.7 3"SPR L O T 882.5 884.0 884.3 886.1 E 884.2 881.4 881.4 881.4 881.4 4"BAS 879.5 881.5 878.0 879.5 4-4"CRAB 881.5 4-4"CRAB 881.1 881.2 CC 881.1 881.7 884.4 881.2 884.3 884.2 884.1 883.6 881.7 884.6 880.7 884.1 PKS LP 880.7 881.2 LP 881.2 881.1 881.1.9 5"MPL 884.4 884.8 5"MPL 880.3 880.4 4"ASH 3"SPR 885.0 885.0 880.3 880.4 884.3 884.3 884.1 880.0 880.0 883.9 884.5 880.4 880.4 885.0 885.0 878.6 884.9 884.0 885.2 880.2 880.2 879.8 879.8 884.9 884.7 878.5 878.9 885.1 879.1 TOP= 879.5 878.9 879.1 TOP= 879.5 885.3 884.8 884.6 G INV= 871.3 LP INV= 871.3 884.6 879.0 878.4 879.6 879.0 878.4 879.6 879.1 879.1 878.9 879.3 879.2 879.4 879.2 879.4 878.9 879.3 879.3 879.4 885.3 879.3 879.4 885.0 884.7 885.2 884.1 TOP= 878.4 TOP= 879.1 878.4 878.9 878.9 878.0 879.0 878.2 INV= 865.4 879.0 878.2 878.0 865.4 4-3"CRAB 885.5 4-3"CRAB 3"ASH INV=865.5 884.5 3"ASH 884.2 3"ASH INV=865.5 878.3 3"ASH 878.3 S KEYSTONE WALL 878.1 876.7 878.1 876.6 876.7 878.9 0.4± WEST OF.7 876.6 884.7.0.7.0.5 879.4 PROPERTY LINE.5 876.2 KEYSTONE WALL 876.2.7 KEYSTONE WALL G.7 884.1 0.2± WEST OF STEPS 883.7 884.2 SMH 0.2± WEST OF STEPS SMH 4"CRAB TOP= 873.9 PROPERTY LINE TOP= INV= 873.9 867.8 PROPERTY LINE 867.8 884.2 8 FT 883.1 FT 883.4 INV=868.0 883.7 873.7 INV=868.0 CHAIN 873.7 CHAIN 4"SPR.4 LINK.4 LINK 876.0 FENCE 876.0 FENCE BM BM #2 #2 883.4 12"PEP 12"PEP 876.2 874.4 876.2 874.4 CB ST CB 875.9 GP 3"CRAB 875.9 GP 3"CRAB TOP= 873.4 882.7 882.5 TOP= INV= 873.4 870.3 INV= 870.3 2"WLNT 876.7 4-2"BIR 875.4 876.7 4-2"BIR 882.1 875.4 873.5 873.5 SMH 881.9 882.4 875.8 SMH 875.8 TOP= 873.4 TOP= 873.4 875.9 882.7 875.9 INV= 867.4 867.4 882.2 INV=870.3 INV=870.3 876.8 882.0 BE 876.8 BE 3"SPR L O T 875.6 E 876.6 875.6 881.4 876.6 875.1 881.4 42.6 RD RD 875.1 879.5 881.5 42.6 4-4"CRAB 881.1 881.2 881.7 1.7 875.9 1.7 875.9 876.7 876.7 880.7 LP 881.2 5.2 881.1 5.2 875.2 5"MPL 875.2 880.3 875.0 880.4 875.0 880.0 880.4 875.8 875.8 885.0 CB TOP= CB 874.1 875.7 TOP= 874.1 875.7 INV= 867.8 INV= 867.8 885.2 880.2 879.8 875.8 CB 875.8 CB 874.7 S TOP= 874.1 874.7 878.9 S TOP= 874.1 879.1 TOP= 879.5 INV= 867.8 NS 875.7 867.8 NS G INV= 871.3 INV=867.9 W 12"PEP 876.6 879.0 6"PVC INV=867.9 878.4 12"PEP 879.6 TOP= 6"PVC 879.1 ST 879.4 INV= 869.6 879.2 ST 878.9 879.3 879.3 879.4 CONC 879.5 879.5 875.5 12"PEP 875.5 12"PEP BE TOP= 878.4 875.5 874.8 PPU BE BE BE 878.9 878.0 879.0 ST 878.2 INV= 865.4 S 4-3"CRAB MH 874.8 878.4 876.1 MH 3"ASH 876.1 INV=865.5 NWE TOP= 874.2 RC TOP= 874.2 3"ASH CB 878.3 RC STONE INV= 867.7 NS TOP= 878.0 BE BE INV= 867.7 NS LA 874.1 BOT=865.6 S 875.6 875.1 INV= 878.1 PATH BOT=865.6 876.7 869.9 876.6 4-2"BIR 875.2 SMH SMH.7.0 876.9 874.8 TOP= 876.8 CONC BE.5 875.1 876.9 TOP= 874.8 876.8 876.2 INV= 867.4 TOP= 874.6 KEYSTONE WALL 12"PEP INV= 867.4 W.7 G 874.6 N,S,E INV= 862.6 N,S,E 0.2± WEST OF STEPS 875.6 SMH 875.6 12"PVC 874.2 874.4 874.4 SWB TOP= 873.9 PROPERTY LINE 12"PVC SMH INV= 867.8 NES ST 8 FT RC 874.3 874.4 TOP= 874.3 874.0 874.2 RC INV=868.0 SE PPU 873.7 CHAIN INV= 869.8 3.1 3"SPR SWB 4-2"BIR LA 873.9 874.2 875.0 874.2 873.9.4 LINK 873.5 BE 875.0 876.0 SMH FENCE 873.6 HHC 873.8 SMH 873.3 BE BE BM #2 12"PEP TOP=.6.8 873.8 TOP=.6 875.5.8 873.4 875.5 875.5 876.2 874.4 INV= 868.2 N 875.5 CB 868.2 873.1 875.9 873.4 INV=869.7 S GP 3"CRAB 876.2 876.2 873.0 INV=869.7 TOP= 873.4 CB GM 873.3 873.6 873.7 TOP= = GM 15"RCP ST 875.5 S G 875.6 INV= 870.3 873.3 875.5 875.6.4 15"RCP.4 12"RCP INV= 12"RCP 876.7 4-2"BIR = 869.4 S TOP= 873.3 875.4 LP LP 873.5 SMH =870.7 E 875.8 INV= 865.8 SW.4 TOP= 873.7 873.2 SMH TOP= 873.4.4 INV= 856.6 EW 873.1 CB INV=866.1 N 875.9 875.5 873.3 873.4 TOP= 873.0 875.5 875.5 INV= 867.4 NS 873.5 875.5 INV=862.0 N TOP= 872.6 876.1 876.1 INV= 867.1 INV=870.3 W 879.5 873.6 24" 879.5.0 BE INV= 866.9 EW.0 BE 876.8 BE 878.6 INV=869.2 N 878.6 873.7 875.6 873.8 876.6 873.8 873.9 874.2 873.6 RD CONCRETE ISLAND 875.1 42.6 873.5 874.3 875.7 BTL 876.6 875.7 876.6 873.7 873.8 873.8 873.9 873.6 TOP= TOP= 873.5 1.7 875.9 INV= 869.6 WMH 874.0 CONCRETE ISLAND INV= 869.6 876.7 CONC 873.4 CONC BTL 873.7 874.0 874.1 875.5 874.2 875.5 874.8 PPU 874.8 PPU SOUTH LINE OF LOT 5.2 E, 874.8 878.4 875.2 874.8 878.4 CB WEST END SUBDIVISION STONE TOP= CB 878.0 BE BE STONE TOP= 878.0 BE 875.0 LA 874.1 BE LA 875.6 875.1 INV= WEST LAKE 875.6 INV= 874.1 875.1 PATH 869.9 4-2"BIR 875.2 869.9 STREET 4-2"BIR 875.2 875.8 TOP= 873.3 CONC BE 875.1 TOP= 873.3 CONC BE 875.1 TOP= INV= CB 874.6 12"PEP 856.7 EW TOP= 874.6 874.6 12"PEP 856.7 EW TOP= 874.1 875.7 INV= 862.6 INV=859.4 N 874.6 INV= 862.6 INV=859.4 INV= 867.8 ST 874.2 874.4 874.4 SWB 874.2 874.4 874.4 SWB SMH SMH 875 87 S S OHE 9.3 2.9 CONC CONC STEPS STEPS 874 874.3 WING WALL 876.2 876.2 875 875.6 B DL 49.2 GRDL 875 875 W 8" W 8" W 876.1 CONCRETE 0.1 0.1 FOOTPRINT VEL 3.1 3.1 875.4 0.1 0.1 0.51.7 0.51.7 1.21.9 1.21.9 N89 43'34"W 130.00 33.8 16.8 BE BE BE BE BE BE 11.7 11.7 1.0 1.0 876.0 876.1 OVERHANG SSIBLE STORM WATER EATMENT SYSTEM AREA 875.5 GRDL 1.1 12"PVC UGE 12"PVC TS S 5.3 5.3 GAS MST 879.4 2.7 2.7 DECROTIVE 876 876 I O N 1 STORY STUCCO/BLOCK BUILDING 3220 WEST LAKE STREET OWNER: PFAFF CALHOUN LLC 2.9 875 876 876 875 875 GAS 876.1 876.8 873 40.00 0.7 0.7 6.6 6.6 UGC 12"RCP TS S 874 ~875-876 12.2 GAS 876 UGC 40.00.8 OHE 879.6 875.7 879.6 875.8 876.1 875.0 879.6 875.3 CST 879.3 879.5 878.5 876.0 875.4 875.9 879.5 875.4 876.1 880.0 (3)3"SPRUCES 173.0 WING WALL 11.7 3.8 3.8 24" CLAY S 874.8 S 40 INV=867.7 E INV=869.3 N 1"RCP 0.7 0.7 873.3 867.4 W 2.81.8 2.81.8 6.8 6.8 N89 43'34"W 130.00 874 11 STORY STUCCO/BRICK BUILDING 22.9 11.7 3118 WEST LAKE STREET 12.3 874 GAS 875 S CONC STEPS 874 876.2 875 POSSIBLE STORM WATER TREATMENT SYSTEM AREA 875.3 1.8 1.8 1.9 1.9 0.4 0.4 BE BE B B I T I T U M I I N O U SS.8 UGE 876.7.7 874.1 12"PVC TS S 12"PEP WEST LINE OF THE WEST 130 FEET OF THE EAST 290 FEET OF LOT E, WEST END SUBDIVISION 0.1 3.1 8,030 SQ. FT. BUILDING FOOTPRINT AT AT GROUND LEVEL 0.1 0.51.7 33.8 BE BE BE BE BE 875 1.21.9 S S U U B B D D I I V V I I S S 34.9 876 876 12"PEP 876.2 876.0 876.1 OVERH.8 KEYSTONE WALL 0.3± EAST OF PROPERTY LINE 876.7 875.3 7.9 7.9 UGE UGE 875.1 12"PVC 876 DECR CONC 876 KEYSTONE WALL ON KEYSTONE WALL ON PROPERTY LINE PROPERTY LINE 878.2 CST CST 879.0 5.3 N00 02'37"E 646.28 878 878 878 S 879 3.1 3.1 GRDL GRDL 879 12"R GAS 879.1 3"CRAB.6 SS 880.1 49.2 CONCRETE CONCRETE 880 GRDL GRDL 880.0 879.9 POSSIBLE STORM WATER TREATMENT SYSTEM AREA 875.5 879.5 879.4 879.6 879.6 879.6 879.6 879.5 878.5 879.5 880.0 (3)3"SPRUCES 1.1 1.1 UGE UGE 12"PVCTS S 879.2 I I O O N N 11 STORY STUCCO/BLOCK BUILDING 3220 WEST LAKE STREET OWNER: PFAFF CALHOUN LLC 2.9 2.9 16.8 875 875 880.1 881.6 DECK 880.9 881.7 881 ~875-876 880.2 W E S T 880.2 876.1 876.1 B I T U M I N O U S GAS GAS 874 874 UGC UGC 881.9 2"CED GAS GAS 876 UGC UGC 879.2.8 2-3"CRAB 874.8 880.2 880.3 882 882.2 886.0 886.0 DECK 882.2 UGE UGE 876 876.8 884.2.7 874.1 886.0 885.8 880.0 12"PEP 12"PEP 882.6 886.0 S00 02'37"W 704.39 WEST LINE OF OF THE WEST 130 FEET OF OF THE EAST 290 FEET OF OF LOT E, E, WEST END SUBDIVISION 882.4 12"PEP 12"PEP.8 876.7 876.7 875.3 875.3 879.1 3"CRAB 878.2 875.1 875.1 CST CST CST CST 879.0 879.0 880.1 879.9 880.0 879.2 880.9 881.7 880.2 W E E S S T T 880.2 881.9 879.2 885.8 886.0 880.2 880.3 882.2 2-3"CRAB 886.0 886.0 883.4 879.6 882.2 2"CED 885.8 880.0 882.6 884.2 886.0 879.5 882.4 884.8 4"CRAB 879.1 882.4 884.9 E E N N D D 878.6 878.6 882.3 884.8 886.1 878.7 884.9 884.9 887.9 884.0 884.0 DECK 883.1 876.9.9.9 887.9 885.0 885.0 886.8 885.0 885.0 886.9 890.2 884.4 887.9 884.8 884.4 884.8 4"ASH 3"SPR 4"ASH 3"SPR 888.3 884.3 884.3 884.1 883.9 884.3 884.5 884.3 884.1 883.9 884.5 CIC NO 1550 LOOP CALHOUN CONDO CIC NO 1550 LOOP CALHOUN CONDO EAST LINE OF THE WEST 130 FEET OF THE EAST 290 FEET OF LOT E, WEST END SUBDIVISION 883 EAST LINE OF LOT E, WEST END SUBDIVISION 3.9 KEYSTONE WALL 0.3± EAST KEYSTONE WALL 0.3± EAST OF PROPERTY LINE OF PROPERTY LINE N00 02'37"E 646.28 879 884 878 878 878 878 878 878 884.8 4"CRAB 879.1 882.4 884.9 S S 879 879 879 879 E N D CONCRETE 886.1 878.7 883.1 880 880 884 884.8 880.1 881.6 878 ~880 DECK 881 881 884.9 883.2 606.28 664.39 B B I I T T U U M M I I N N O O U U S S 883 4 STORY STUCCO/BLOCK APARTMENT BUILDING 3116 WEST LAKE STREET.7 882 882 885.8 DECK S00 02'37"W 704.39 OWNER: EAST LINE OF OF THE WEST 130 FEET OF OF MULTIPLE THE UNIT EAST BUILDING 290 FEET OF OF LOT E, E, WEST END WITH MULTIPLE SUBDIVISION OWNERS.4 883 883 EAST LINE OF OF LOT E, E, WEST END SUBDIVISION 3.9 3.9 884 885.8 885.8 885.8 879 884 884 885 885.8 885.8 886 ~885-890 887 888.4 888 885.7 875.9 884 884 885.8 878 878 889 884.6 PKS 884.6 PKS 878.0 878.0 876.6 888.9 883.9 883.7 883.9 882.5 884.0 883.7 882.5 884.0 889.9 888.7 CC CC 884.4 884.3 884.2 884.1 883.6 884.4 884.3 884.2 884.1 883.6 884.1 889.9 884.1 884.9 883.2 606.28 890 885.4 875.8 664.39 884.9 885.0 887.0 883.6 880 884.2 884.2 887.7.7 886.8 883.6 883.6 888.7 884.3 884.3 886.1 4"BAS 886.1 4"BAS 44 STORY STUCCO/BLOCK APARTMENT BUILDING 3116 WEST LAKE STREET OWNER: MULTIPLE UNIT BUILDING WITH MULTIPLE OWNERS 883 883 883.1 886.0 874.6 882.8 888.7.6.6.7.7 874.1.3.3 875 885.8 879.3.2.2 874.6 884.7 884.7 876.7 874.6 876.7.4.4 883.4 874.0 884.5 873.9 884.5 130 130 884.0 884.0 883.4 883.4 883.7 883.7 885.8 882.6 882.8 0 888.7 889.4 882.4 874.6 160 160 888.6 H AUTHO L 1 2. 2 R 2 2. 2 2 C. BRG.=N66 09'02"E C=142 889 874 874 873.8 875.0 884.4 884.4 885.7 883.7 883.7 888.6 889.3 882.2 876.1 888.1 885.8 CO 884 KW 884 K 885.8 4-3"BIR Scale: 1 = 30-0 0 15 30 60 6 Survey - Detail
874.6 6.2 1.4 33.9 1.7 8.4 8.4 OHE 70.8 874.1 875.7 5.3 0.5 876 874 880 885 880 ~875-876 ~875-876 ~880 ~885-890 100 (PUBLIC ROAD) BM #1 WEST LAKE STREET W 8" W 8" W SOUTH LINE OF LOT E, WEST END SUBDIVISION 873.5 N89 43'34"W 130.00 WMH 873.4 BTL 874.0 CONCRETE ISLAND 873.7 874.0 874.1 874.2 873.6 873.7 873.8 873.8 873.9 CONCRETE ISLAND 873.5 873.7 873.8 873.8 873.9 873.6 BTL 874.3 TOP= 872.6 INV= 866.9 EW INV=869.2 N 874.2 CB TOP= 873.3 INV= 869.4 S INV=870.7 E 873.1 TOP= 873.3 INV= 865.8 SW INV=866.1 N SMH TOP= INV= 873.6 873.3 873.4 873.5 40 40.00 873.0 867.1 24" CLAY S 873 CB 873.2 40.00 INV=862.0 N 12"RCP 24" CLAY S TOP= INV= 873.7 856.6 EW 40 873.1 873.3 873.4 873.0 G 873.6 873.7 15"RCP S 15"RCP 12"RCP TOP= 873.3 INV= 867.4 W INV=867.7 E INV=869.3 N 21"RCP 873.4 CB 872.9 873.3 N89 43'34"W 130.00 874.2 873.8 874.2 873.8 873.1 874.2 874.4 SWB LA 873.9 873.5 873.6 HHC S 874 874.0 3"SPR 4-2"BIR 873.9 874.3 PPU 874 GAS PP 874.2 874.4 874.4 SMH TOP= INV= 874.3 869.8 875 22.9 878.0 TOP= 873.3 INV= 856.7 EW INV=859.4 N CONC STEPS SWB 874 S OHE 874.6 BE BE CONC BE 876.2 875 WING WALL 875.1 12"PEP TOP= INV= 874.6 862.6 875 4-2"BIR 0.1 875.6 878.4 874.8 LA CB TOP= INV= 875.5 874.8 TOP= INV= BE BE BE 875.1 876.1 STONE PATH 875.2 874.1 869.9 3.1 0.1 0.51.7 PPU 875.4 1.21.9 33.8 CONC 12"PVC 869.6 11.7 11.7 875.7 876.6 878.6 OVERHANG 879.5 BE DECROTIVE 876 1.0 GAS 2.7 876 875 12"RCP 876.8 MST 6.6.0 0.7 12.2 876.1 875.5 875.5 3.8.4 875.7 875.0 875.3 GM 0.7 876.2 875.5 875.6 LP.4 6.8 BE BE 2.81.8 12.3 875.5 875.5.8 875.3 SMH TOP=.6 INV= 868.2 N INV=869.7 S 875.0 875.4 BE RC POSSIBLE STORM WATER TREATMENT SYSTEM AREA.7 875.8 875.6 TOP= INV= 876.2 876.0 876.1 876.1 RC MH TOP= INV= BE 879.5 BE 875.9 876.0 876.1 874.8 876.9 CST 1 STORY STUCCO/BRICK BUILDING 3118 WEST LAKE STREET 1.9 0.4 BE B I T U M I N O U S 12"PVC 12"PVC 1.8 173.0 S U B D I V I S 876 34.9 876.8 867.4 N,S,E 875.5 875.8 S CB TOP= 874.1 INV= 867.8 NS INV=867.9 W 6"PVC 879.3 8,030 SQ. FT. BUILDING FOOTPRINT AT GROUND LEVEL 874.2 867.7 NS BOT=865.6 SMH KEYSTONE WALL ON PROPERTY LINE 7.9 12"PEP UGE 3.1 GRDL 12"PEP GAS S GRDL 874.7.6 49.2 CB TOP= INV= 874.1 867.8 875.7 GRDL 875.8 CONCRETE 875.0 875.2 POSSIBLE STORM WATER TREATMENT SYSTEM AREA 875.5 GRDL 1.1 5.2 12"PVC UGE 876.7 875.9 I O N 1 STORY STUCCO/BLOCK BUILDING 3220 WEST LAKE STREET OWNER: PFAFF CALHOUN LLC 2.9 1.7 16.8 875 42.6 RD 875.1 876.8 876.6 GAS 875.6 879.4 BE 876.1 UGC GAS 875.9.8 874.8 879.6 876 UGC 875.8 TOP= 873.4 INV= 867.4 NS INV=870.3 W 876.7 875.4 873.5 SMH 4-2"BIR GP 875.9 3"CRAB 876.2 874.4 CB TOP= INV= 873.4 870.3.4 876.0.8 879.6 8 FT CHAIN LINK FENCE BM #2 12"PEP 878.5 879.5 880.0 (3)3"SPRUCES 874.1 873.7.7 KEYSTONE WALL 0.2± WEST OF PROPERTY LINE UGE 876 12"PEP TOP= 873.9 INV= 867.8 NES INV=868.0 SE.5.0 876.2 G.7 WEST LINE OF THE WEST 130 FEET OF THE EAST 290 FEET OF LOT E, WEST END SUBDIVISION 878.1.7 STEPS SMH 12"PEP 876.6 876.7 878.3.8 KEYSTONE WALL 0.3± EAST OF PROPERTY LINE N00 02'37"E 646.28 878 S 876.7 879.6 879.3 878.9 878.0 3"ASH 3"ASH 878 4-3"CRAB 879.0 878 875.3 INV=865.5 NWE 878.4 878.2 875.1 879.3 879.2 879.4 878.2 CST TOP= INV= 879.6 879.4 879.1 879.1 G 878.4 878.9 CST 865.4 S 879.0 S 879 879.0 879 879.1 878.9 TOP= INV= 880.2 880.1 3"CRAB 879.5 871.3 CONCRETE 879.5 880.4 880.0 879.9 885.0 885.2 879.8 880.0 880.3 880.4 881.1 5"MPL 879.2 881.2 881.7 880.1 881.6 DECK 880.9 881.7 880.7 LP 881.2 880.2 881.1 879.5 881.5 4-4"CRAB 881.4 880.2 881.4 882.0 3"SPR 881.9 882.7 882.2 879.2 880.2 880.3 E 2"WLNT 881.9 882.4 882.1 882.2 2-3"CRAB 886.0 882.7 882.5 886.0 DECK 879.6 882.2 881 W E S T B I T U M I N O U S L O T 2"CED 882 883.4 884.2 883.4 883.7 4"SPR 886.0 885.8 880.0 882.6 883.1 884.2 884.1 883.7 884.2 4"CRAB 886.0 S00 02'37"W 704.39 878.9 879.4 879.5 882.4 884.7 885.5 884.5 879.1 884.2 884.8 4"CRAB 885.2 879.1 882.4 884.7 885.3 885.0 884.1 884.9 885.3 LP 884.6 884.8 884.6 E N D CIC NO 1550 LOOP CALHOUN CONDO EAST LINE OF THE WEST 130 FEET OF THE EAST 290 FEET OF LOT E, WEST END SUBDIVISION 883 EAST LINE OF LOT E, WEST END SUBDIVISION 3.9 879 KEYSTONE WALL 0.4± WEST OF PROPERTY LINE 884 878.5 885.1 884.9 884.7 886.1 878.6 884.8 878.7 884.9 884.0 883.1 884 884.3 884.1 883.9 884.3 884.5 878.9 885.0 885.0 884.4 4"ASH 884.8 3"SPR 884.9 883.2 606.28 884.6 PKS 878.0 CC 884.4 884.3 884.2 884.1 883.6 884.1 664.39 884.2 884.0 883 884.3 886.1 4"BAS 883.7 882.5 883.9.3 883.6 4 STORY STUCCO/BLOCK APARTMENT BUILDING 3116 WEST LAKE STREET OWNER: MULTIPLE UNIT BUILDING WITH MULTIPLE OWNERS.7.7 130 885.8.6 884.5 883.4 884.0 883.4.4 883.7 876.7 883.7.2 884.7 884.4 885.8 876.9 878.2 879.3 876.9 885.8 885.8 885.8 290 878.2 885.0 885.4 884.3 884.4 884.6.0.6 884.4 885.0 885.8 885.8 885.8.4 887.3 886.5 886.2 DECK 160 884 885 886 887 885.7 882.3 887.9 888.4 888 885.7 875.9 886.8 889 888.3 885.8 876.9 887.9 890.2 887.9 886.9 890 885.4 875.8 884.9 885.0 887.0 889.9 876.6 883.6 880 887.7 888.7 889.9 883.1 886.0 874.6 888.7 882.8 875 888.7 888.9 874.1 882.6 882.8 886.8 873.9 889.4 888.7 882.4 874.6 874.0 888.6 888.6 HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITY 889.3 874.6 873.8 875.0 885.7 882.2 874.6 L 1 2. 2 R 2 2. 2 2 C. BRG.=N66 09'02"E C=142.18 889 874 874 876.1 888.1 884.5 874.2 889.1 882.2 4-3"BIR 874.8 FORMERLY MINNEAPOLIS AND ST. LOUIS RAILWAY AND FORMERLY CHICAGO, MILWAUKEE ST. PAUL RAILWAY SOUTHERLY RIGHT OF WAY LINE OF THE HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITY PROPERTY 880 882.4 882.0 881.5 874.7 874.3 FOL FOL 885 874.1 875 882.6 OWNER: HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITY 882.0 874.1 874.1 880.9 874.8 875.0 874.3 874.6 5 FOOT CHAIN LINK FENCE 875.0 874.1 874.3 875.0 874.7 874.7 100 Scale: 1" = 60'-0" 0 30 60 120 N March 3, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 3118 W. LAKE ST. SITE PLAN Minneapolis, MN 55416 Survey 7
PARAPET: 58.4 = 58-5 PARAPET: 63.8 = 63-9 OVERRUN: 75.1 = 75-1 PARAPET: 59.6 = 59-7 GROUND LEVEL ~ 885 GROUND LEVEL ~ 880 GROUND LEVEL ~ 876 GROUND LEVEL ~ 876 MEASUREMENTS RECORDED BY SUNDE ENGINEERING FEBRUARY 6 TH, 2014 8 Height Comparison - Axon
SAME OVERRUN HEIGHT TOP OF DECORATIVE BUILDING FRAME (PERGOLA) 73-8 LOOP CALHOUN NORTH BUILDING PARAPET ~ 4 TALLER LOOP CALHOUN SOUTH BUILDING PARAPET ~ 4 SHORTER 62' - 8" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 11' - 0" ROOF LEVEL = 60-0 ESTIMATED AVG GRADE PLANE= 876 75-8 73-8 63-4 FFE = 875 PROPOSED AT 3118 W LAKE ST ~ 4 ~ 4 OVERRUN: 75-1 PARAPET N. BLDG: 63-9 PARAPET S. BLDG: 59-7 FFE= 880 FFE = 876 LOOP CALHOUN (EXISTING) ROOF LEVEL N. BLDG = 63 ROOF LEVEL S. BLDG = 55 ESTIMATED AVG GRADE PLANE= 879 Scale: 1" = 20'-0" 0 10 20 40 3118 W. lake STrEET Minneapolis, MN April 7, 2014 Height Comparison - Elevation 9
10 0 25 50 100
D ALC 540 3BR 1114 1188 717 1226 2 STORY RESTAURANT 1114 1188 736 698 698 736 1450 LEVEL 1 ROOFTOP Scale: 1" = 50'-0" 0 25 50 100 3118 W. LAKE ST. LEVEL 2 Minneapolis, MN 55416 3118 W. lake STrEET Minneapolis, MN April 7, 2014 Second Level Plan 11
D 1226 ALC 540 CLUBROOM 1833 3BR 1450 FITNESS 1100 15' - 4" 1188 717 1188 736 698 ALC 540 ALC 540 717 698 736 40' - 0" S cale : 1 " = 50'- 0 " 0 25 50 100 N March 20, 2014 12 Third/Amenity Level Plan 3118 W. LAKE ST. LEV E L 3 - A M E N IT Y M in n e a p o lis, M N 5 5 4 1 6
D 1226 ALC 540 1188 1188 3BR 1450 36' - 8" 24' - 4" 34' - 8" 24' - 4" 34' - 8" 34' - 8" 24' - 4" 18' - 2" 24' - 8" 42' - 6" 24' - 4" 24' - 4" 34' - 8" 34' - 8" 24' - 4" 36' - 8" 70' - 0" 35' - 0" 35' - 0" 1188 1188 736 698 ALC 540 717 ALC 540 717 TR 698 736 36' - 8" 24' - 4" 30' - 0" 34' - 8" 30' - 0" 34' - 8" 24' - 4" 24' - 8" 18' - 2" 18' - 2" 30' - 0" 46' - 8" 34' - 8" 30' - 0" 24' - 4" 36' - 8" 40' - 0 1/16" Roof Below Roof Below Scale: 1" = 50'-0" 0 25 50 100 N March 20, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 3118 W. LAKE ST. LEVEL 4 Minneapolis, MN 55416 Fourth Level Plan 13
D 1226 ALC 540 1188 1188 3BR 1450 1188 717 Roof of Level 4 Terrace 1188 736 698 ALC 540 ALC 540 717 TR 698 736 Roof Below Roof Below Scale: 1" = 50'-0" 0 25 50 100 N March 20, 2014 14 Fifth Level Plan 3118 W. LAKE ST. LEVEL 5 Minneapolis, MN 55416
D 1226 ALC 540 1188 1188 3BR 1450 Roof of Level 4 Penthouse Terrace D 920 D 920 736 698 ALC 540 717 ALC 540 717 TR 698 736 Roof Below Roof Below Scale: 1" = 50'-0" 0 25 50 100 N March 20, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 3118 W. LAKE ST. LEVEL 6 Minneapolis, MN 55416 Sixth Level Plan 15
S cale : 1 " = 50'- 0 " 0 25 50 100 N 16 Roof Level Plan
T S R Q P O N M L K J I H G F E D C B A 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 27' - 0" 29' - 0" 28' - 0" 28' - 0" 30' - 0" 30' - 0" 25' - 4" 26' - 8" 26' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 26' - 6" 16' - 3 1/4" Mech Elec Water 62,206 SF Parking 18' - 6" 22' - 0" 36' - 6" 22' - 0" 18' - 0" 18' - 6" 24' - 0" UP TO 1 Mech 16' - 6" 28' - 0" 28' - 6" 29' - 0" 16' - 0" 1 2 3 4 5 6 OUTLINE OF TYPICAL LEVEL Scale: 1" = 50'-0" 0 25 50 100 N March 20, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 3118 W. LAKE ST. PARKING LEVEL P1 Minneapolis, MN 55416 Parking Level P1 Plan 17
18 Street Level Perspective - From W Lake Street
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Along Entry Drive Looking North 19
20 Residential Entrance - Looking North
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Looking North to Pedestrian Stair 21
22 From Residential Lobby - Looking to South to Lake Street
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Street Level Perspective - From W Lake Street 23
24 From Greenway - Looking East
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Along Greenway - Looking South 25
26 From Lake Street - Looking East
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Birdseye View - Looking Northwest 27
28 Birdseye View - Looking Northeast
3118 W. lake STrEET Minneapolis, MN April 7, 2014 Birdseye View - Looking South to Lake Calhoun 29
March/September Morning 8:00am March/September Noon March/September Evening 4:00pm June Morning 7:00am June Noon June Evening 5:00pm December Morning 9:00am December Noon December Evening 3:00pm 30 Shadow Study
3118 West Lake St (Tryg's) Trammell Crow Company Restaurant Area Summary Use Total GSF Parking GSF Rest. GSF Parking Level 1 Restaurant 5,002 5,002 52 Residential Area Summary Use Total GSF Parking GSF Apt GSF Amenity Apt RSF Units Storage Parking Efficiency Level P1 Parking 62,206 62,206 187 Level 1 Park/Lobby/Res 13,660 2,386 9,089 2,185 4,380 6 50 48% Level 2 Residential 28,924 28,924 25,029 27 87% Level 3 Res/Amenity 31,817 31,817 2,129 25,343 29 80% Level 4 Residential 31,817 31,817 28,455 32 89% Level 5 Residential 30,217 30,217 26,995 30 89% Level 6 Residential 29,692 29,692 26,453 30 89% Total 228,333 64,592 161,556 4,314 136,655 154 237 80.4% Total 233,335 Total incl. restaurant minus P1 171,129 Unit Distribution Summary Level Alcove 1 BR 1 BR DEN 2 BR 2 BR DEN 3 BR Total Beds Level 1 l1 0 6 0 0 0 0 6 6 Level 2 1 12 0 12 1 1 27 42 Level 3 3 14 0 10 1 1 29 42 Level 4 3 15 0 12 1 1 32 47 Level 5 3 13 0 12 1 1 30 45 Level 6 3 13 2 10 1 1 30 43 Total 13 73 2 56 5 5 154 225 % 8% 47% 1% 36% 3% 3% Avg Size 545 725 920 1,097 1,226 1,450 Range SF 545 695 736 920 1191 1,226 1,450 ESG Architects March 20, 2014 3118 W. lake STrEET Minneapolis, MN April 7, 2014 Metrics 31