The URL can be used to link to this page

2019-004768J01x:)op-(sjuawjjedyaoluaS) PAIR :PeHZL86 woo •uioq-Xz)lwtlikloodgoluo•uulu :Iluw3 L6It7-9t79- 199 :ouogdalaj MISStIW `InndIS K8EZaimS `ManyXils.ianluflOSSZ loodplua • Iuuld u.ioH — Salwl)I :2Id9NI9N3 'IIAD woo- lujnionjiswu4nn3nep :Iluwa 668t-9Zt-9IL :XEA OE6t-9Zt7-91L :ououd;DI31 ZZ0179IM `sliBd .I;)A[ I laaaiSolduNaZII aaORAX •dpinuQ 2upaaul2udIuanlan.iIS 'W'V :N33NI9N3rlvlifllL )f12I.LS woo• saleioossysoiXvuawuuing :Iluwd 668t,-9Zt-9IL :XVA 806-V-9ZI7-9IL :ouogdalaj G, LZZOt7SIM `sllu.4 .anl2I C11,9 .G4 — / qr JPollsPUZICI9IZ uinu.inguua salupossd7ysa.1,fd :42I033HAO .L33.LIH3Hv 98Eb-8LE-Z96 :auoddalol t7t7099t-IW `ali!naju-j anyIoolwaH099LI 3772ulsnoH .aoluasollaalluow :H3NMO iIIIIau.I2ulnllioluasIlun £6u3ouollan.ilsuoaay1, : xaomjouolldp;)sap alldasu-I2uluuuld :# Ptuladtulpling PAIgAainogJARHZL86 WlAlrjJOivaS011a31JUOW Mtt-96Z (E9L) XUA 090E-96Z (E9L) suo[loodsuI5ulplingZ9E99FILM `O'I-I30I,LNOW IILZ-96Z (Ek) I[uH , 1DIgLlfis `.L3g2I.LSIfIK-Ivm909 luodluDNINIWVXFISNvld OR ;)Dlluow f0AlIJ 610Z-S-9 :01va 810Zxoop-(sluaw:pedyaoivaS) pMelJeHZL86 sn-uui•o[laotiuoui-iouuis•uuui i7LZE-ILZ (E9L) juopuajuu3dnS .iam;DSTnjuAu - OumSjjuW sn•uurol[aotluour!op.iuuool•nui ILZE- [ LZ-(E9L) J03,UIOu3'4!D — p.inuoa-IJjvW sn-uut•ol[aotluouz•!ouossiq-tuuq!gss311t[RAMd bOEI-09E (ZI9) i3aui?u3 (I!D - uossigTuvq!gS830UUM (l `i?uinUd `OutpP. DAlUa sn-uui-ollaotluoui-to .iallanwuolouq-uoJ jolu.ilstutuipdOutuoZ / IntoUjoOulplingjat4:) SZ£-ILZ (£9L) iallanwua)IonHuo-1 sn-uui-ol[aotluouz•touummngos-ulau-e t7ZZE- ILZ (E9L) tolc)3jt(llu3wdolanaQ ,(IiunwwoD — uuuwngoSLIoOuVi?utdnospuu-I/ui?tsaQol!S/osnpunrlQQjwn0E: 8-L :s'H30930EIEggKW `olvjjng `3SIS4181 — OI6Flo 3oapes; noI ZEO-t89 (Ek) toloadsulIu3tgoa13 — wosnHI[tgIuot-110313sn• uurollootluoui-iou!al}I•uL,QIlUgSIUW aJtd-lOjUUtpaooDsaotn. 3S /C3u30.i3ui3E9t, L- ILZ (E9L) u13l}luUaapoD /lojvs3it3wa.illalij090E- 96Z (Ek) sn-uui•ollaotjuoui-ioaloD-gaaWal Jtui.iadOuip[tng — aloogaCIsn- uw-ollaotjuow-ioaICI ;)loDZ£- ILZ-£9Lioloodsull3utppg — XqdinW (oioDsn- uui-ollaotIuoui-ro .ial[anuiuoNouq-uo-1lolu. ustuiuipV5uiuoZ / ILtoljjo5uipltngjatu:) ESZ£- ILZ (£9L) j;DI[anuzua)IouHuOZI5utquin[dWIuotuvqoaWOutpltng21P1804 lJoaa.1stgjofsasuoasal [Inssaappeosvaldpoda uspyi1j!mjluuaadiofpasvajaiuvjddipoddojqofpanoiddVdilluo9111.1vaddvptiv uTauailuual111avaofffuljl.umuipuodsaipuvpodausTi/lpva.0Isnuuanogvpaiuvup.roaafffoIaajti1aaVaiduioo- uiuio042poos :[tnw3ZOZ6- 9£9-£9L :XUA0OZ6- 9£9-E9L :auogda131LZVSS NItAj `adoHntal\IN and,sl£-6tILama. iglJoasaul uotjanajsuo3uwsla2lu3 :W01W2IIN103 810 £ x:)op-(sluaw:pedyaoluaS) PA18WHZL86 suotjeoU!oAS Pupsueldi?uippngogljoXdo:) qorpanoiddd3qjofp3goe:ne `ajts-uouodaastgjjoWooeMEINaseald •sapoD3.11Aelosauul" puesapoD2utpltngelosauutNql!maouetldwoo3insseofsuotjeotjtoadspupsueldjonn31n31ofloads;)lql!mantsnlouoopajaptsuoo aqofjousiliodoistgl •Itwiad2uipltnqejojuotieotlddeuipajuoswdsesjuawnoopleljtwgnsu2is3pof .iaja.csuoilnlou2uimollojaql uoi}eJedeSoui-1A:podoJdwnwiuiW eajVolgemolldwnwixew S£ 14618H6uippne saAwelsASuoissaJddnSaJi.1 Oggpeoljuedn000 Z-S `1-1 `£'V eojvp814siu1=1 puesdnoJoA3uedno3o6uiplina V-A `S-IIodA_Luollowlsuoa im3tunSaisa(jlwaua!) jaafoad uoijewJojulJay}o m9N6uilsix3 4;u9wd0l8naa4iun ONsa,kpauueldajo :peduoijeoilddesly} sl ONsaA uoileubisapuliMlualsisuoouoileoilddesiulsluoi;eoijissela6uluoz ONSeA uoileu6isapql!mlualsisuoouoileoilddesiylsluoliealsoaashpueanisuayaidwoa SaamnS2uuozjaaroad - 3u!pprnqarilfou.Sisapaqllipm aoubuijofuoo1n.raua2uiaqofpunofpubpaMaznad, uaaq ?utneqsepAooaNJo1031t431d341,CqpatjtljaoaqIsmsle:atwgnspauajapIl`d Ieto!jj0'Su!pltngoqjXqpanoaddeuaaqanewsjuawnooplelltwgnspup u2isap .itaclj1[lunpolleisutoqjouisnwswaltleutwgnspauajapoql -slulltwgnspa.uaj.oppaaaptsuooaqlleqspodaastillofsosuodsa-1 lzod;)jstuluipagijuaptswoliaulofsosuodsazIlb, 3Tuuipl000puL, nnainai `aniaaa.zIsnwptoaaNjolo;)IlgojVall •sjagjoqpaaeaiasoqjuipnj5ui `jjwiadrzojuotivoilddeqjui pall!wgnssluauwnaoparilIlL, Ouil-eutp.zooaPUBOuiMaiAai .1ojolq!suodsaisip.JoaaHjojaajiga.iVaqL g1otixoop-(sluaw:pedyaoluaS) pn19 :PeHZL86 Couudn000jomilit, pallulsui oqIlugss,C31Ciuss3o3uIId •oouu.quoluo.tjofluaoufpu,Clalutpawwiapu.ti anoqu „0-,9ajojvn-tarnaHaaid pa.ialuaoxoqlunoINAMsaps + 00-ILI$ siao«d 'IIuHXIDW0lJxoqeasLgo.mdasuald909JdI Iv.rauaD5plgL ssaoodluawl.tud3a ;)jtAiojxogX3NvIlulsuipuuasugoind :xog3lao-IIda(lamA pallulsuia.tuslui.taluwluuldnijL, suosuasi?uimo.t5l[n3omlioj sui.taluwoduosu oaouuualuiuwpup5uiluudaloanunaoo uiaaluutun5 P [ 3p [ g3 [ g /000 [ aoXltp aao naa/na 9 I Mo.tosagsuolualuninbo .to `lipa.tojo .tallal `puoquaptnoad :paainbaj ,Claansaduaspuu-I n.raua ua.tupaou33pa.tanoo .tos/.talsdwnppaaanoo apo [ aj0jVetlarnay S uipouiuluooaqlsnwsi.tgapalisqofIIV :paainbaNluawuiuluo3gsu.aL sijgadjn,rauaD awtlCuu1t3alisqofagluoaqofa.res2uimuipdogslu.tnlon.tls ano.tdduunoiooaotaauiuLanlon.tlalanoidduuuannaina.talsnw P1`IP2IIdISgqPPPqflI ajolvAd.may s.ioluoi.guj qpaauda.tdsi?uimuapdogslu.injontlS — panoidddaqIsnWstuimuadogSjorauaD jsrxavai3uvdaj.3gp ouainsuaofpala/dtuoaaquvaMa1naiv /tunqofdillofpanssa .rapao yroMojsvul1/nsarvlual/sdopunofsuv/dpanorddounlvt/ja.[nawag,F9dgnS0£ IO'00£ laid pansolleaausuuldpano.idduaaldug naaPavp[g osaidoaoodapsuoamouajouIMsue' dano.idduusuoilaadsuT Iq) PI[ q [[. [ Pfl ' ui"`pd flSINd Ile .iojapsqofaqluoalquliunuaqpugssuuld3oSdo,aqofpano.iddV saNuugaNuiluawaldwiofioiid Maina.l .J0jIuia3.I0 uiplingaqlofpalliwgnsuagl2uiplinqaqjj0u21sapI1u.ian0aq) Maauuw.ouoaunuatuiaounouu .oaaoasia. aSaMaina.a ql. IIqIP3PpN3Il.qdqlqP00£ [ ldg flSW ao ntalnav IflZ asnwsuudtuiinanoadduaosa2uuasuoiuaauaolsuoiuagiowqlIPI. gpqlIqIltr ' I11lip jnraua sa2uugaofaoydpaiinbatuoiluziaoglnupuuMama. luiay,{o2uipling sufIS WIL'ldaaid uoissa.tddnSa.tid • apoD1lu Xlioi.tloa[gjopauogalulS) l.toMIuoialoalg • a;oNMd'AdY alulSagl ,CqpamainNoqlsnwsa.tnlxgSuugla.tow) i?uigwn[d • Jn.rauaf) 00£ l2II^I DVAH/luoiuugoayN . aoj1C1iDagl ,CqpanssiuaaqanuqsliwaadoluaudosWql ,J!J;)A :(IgHlf1g2I auvSIILHgd9.LvHvddSQNVSNOIIvjl'Iddd ,LIKHadglvHdddS NOLLJldS SLNLIILVO 33N3H3A3H33dS LddHS LdddON IQ03 Nd'Td MopqI # ajouaa,S •suovaT1nI!tujaadAydasajWaglilpmpajanpuoa aq11Tn1smaAddJag10 //V ' 1uolHdlAdJI!tUJdfuo .3n.rjsuo, tgp1TnjfjoqttaAdds1YL* 810Sxoop•(sluawijeddaoivaS) pnl8jaeHZL86 sunld OutgwnldaqluopossatppuoqIl!Mslq; pauwnssnsi;I •afntn22uilndag; u! toldaota;u! 61 a;s'emalgnututugpunpunsnjouol;nllu;suiag; a;uolput ;ouopsuuldpasodwdoqL s}lugsao;nnala oqljouol;nl!;uanag; of !Ru!uluvodsl!u;apap!noidasuald •s;uautatlnbwuot;ul!;uanI'DOI81 olowsaq; laauto; .tuaddu;ouops}Iugs .to;unalaaqZ :Sut;uaA;3ngS .10;unal3 utootg;uqaq; ulgl!msoinua3 .taq;o .touol;ontisuoo Ilumaq; ,Cqposlutotduwoo ;oustuoile .tool] .tualoau; SJ!.tanasnald •nato .toolsaualoLI ag; q;!mSIdwoo;ouo; stuaddnsuwootq;ugs,uauwompuus,uowoq; q;oqgotV/bpu;a(I i?u!pl!nqoq; ;nogSnoiq; shmnn;sssat8aaq; iojpasnaqo; soullimssataaq;5umillnouot;uuuoJu! ap!notd :s;uauodwoa;!xaulq;!etsguptaeyI Z'ZOI gI9i DSumit'B;Swog35ngos!ppxaaualoposodotdoq; Xj!.tuloasuald a.mnsolouaqst; upun .raidn ,Cgpopadwiaqo; snoddussoj2oD ,Cnnnuu;SjuH8Zigi!xg5Isnoopa; ngo aq; o; suitlind ;! snsl!u; apap!notdasuald •uwooauot;uuiuua; oq; puuBugsaq; uoamloqpau!uuadoqIlugssaolnap2UTS013pa; nnl;on-;uoq;uq;;dooxo `£'6'9'9ILuol;oaSq;!maouupt000uut .to;oa;apI'£['£iL gI bta}Iouisu jouoi;un;ouaq; uodn8uisolo-ol;uuto;nn .tojlosoqIingS :s.ioopa;nqagsvjjLiL 'DgI . tadpaunboisi2ut;ut .tqZujownwiuiwd 'utooicigs-eilo3niO aqliojOut;utjqIinsa;uolputsuuldoqL :wooguoilLulw.taZgsiujLaqZpannollus;loq o2p3.tosiloqmotq; `s;loqgsnljlunuuw `s;logpuapZioMwilouol8uls uq;!mgo;ulunpuu )Ioolun;snwaiump.tnq.toopIId :aJvAtP.inHaooQ6' I'800IDOIaan;xgBul; g2illol.talxajoad,C; gonajoluno idduiojlulotWo2ulplmqo; suol;uog!oads/s;nags ;no sx)jn;onjnuuw ;!wgnSapoD ,C;!Daau12Iot;uoo o; poplalgsaqisnwSul;gSllioiiojxo !Rulpl!nqpuu;olftiltud •,CluowIIpnmumop;g2!l 2upsuo `sain;xgpossaowaztl!ln;snot `?ul;g2!Iiop3jxaIlu;ugionmuDgSNag — S133HS .LfIJ 3HfUXIJS,H3Hfll3V3fINVNI — NVld31'dL31VO,LOHdCouudnooOjoa; nog!jtaDapoD,(ItDa) ONAtalaay OIo; loild sal;!I!;n .tojsftmttp ;l!ng-sd ;!wgnS — pa.unbaHsgulmu(j ;ling-sV ,(I!i!;f1lwduaDCoundno30joa; uog! jtaDjoaouunssto; tot.tdlulogjp !Rulpl!ngo; pau!wgnsoq;snotltodaabOLI gIMAT A'a- tay6luugd • Dgl .taduol;ona;suoo2uilnplulogjo2ulpltngoq; o; pau!wgnsaq;snuts:todoilwauaDsolIu!. olm puuuotloadsu! InloadS :sljodag ;sajLIulaalraWa8uol;aadsulIelaadSQZ'tOZI§) . to;ont;uooaq; ;ounq `p.tooat3o; oa;!goa/.taaui2ua.ionumoaq;,Cqpa,ColdutaaqIingssto;oadsulluloadS* I 'I: 'tOZ I ,BSIfayuot;oadsuilumods wpopodtouot;oodsuiimaadssnonut;uooagII!nn ;! taq;agnno; suuo!;nog!;uap! `uol;oadsu! Inloadsjood/4gona .to3 •sZI'SOLIPut' II'SOLi `0I'90LIsuol;ooSuipag!oadssuaouu;slsatpuim .tootutstas . toj5upsa; .touol;oadsutIu!oads .to3sluautatlnbatIuuol;!ppV •Vsalgouajo ; ua;xapuuod,C; aqL ' £ VOLIDgI alON 'Ra-may 8uot;oodsu! I- e!oadsgonajo ;ua;xapunad,C; oqI, Zlvdaua!) I.tomoq; jouolltodgona .tojalq!suodsoiluuo!ssajoidu2isappwa;sl8aa oq; ,Cq .toItmWoSulpltnqaq; ,CqSul;sa; iouol;oadsutluloodsanuqo; pottnbatIionspuns;uauoduwoo `swa;s,Cs `slulaa;uutaqLIiuimollo3oq; ,Cjguop! llugssuol;oodsutIuloads .to3 ;uauta;u;saqLZ'tOZ !) 32. tug3olq! suodsatutluuolssajotdaisappata;si2waq; ,Cqpatudaidsuot;oadsu! jnloads ;oluautaiuls uI!wgns ;snot ;uuotlddnaql :8u!;saj, 7fflsuoi;aadsuilupadSIOI.LD3SS. LNgWKODgjNl3I3d3N dQO 33dS Ld HS ld3Q ONLt'' Id 8109xoop•(sluaui:aeddaoluaS) PMe :WeHZL86 9b S[b rt t, Zb lb 0f 6£ S£ L£ 9£ Sc t-£ Z£ l£ 0£ 6Z 8Z LZ BuiluA .iqIuql!mplowisuoosiuiooiloaluoomilutadsoqjXM-13n9Z surlddfIDgllmluolsisuoo umogsseouu2is `.o2nuis2uipuvjs-33ajpuieIlumaojpaatnba.iI!uuadu2isolul.udOSsT OOJPuL, ZOZ/ Iozv QQDSZ lull!wgns .iojpapuowwooai pap!noAdjoueoxea..insolow3wAojsu-eAlpuieoinsolowgs-eijioj2uimuapuoIIunalgZOZ/[OZ/ QO bZ Ieno.idde 3ouoiI!puoo) manaaAOJpaainb3i `.pap!noidjouiuldvospuullojsuulduo[JOI.ulOZ [' Q(I7Z mMOAJOJp3linboi `papnoAdjousuulduoileoUpods2uijg5ilpuesuL'ldoi.gauiologdOZVVI(IJZZ CJPnloasLald •Igi?ISIOnouL, sisiglpouinssusi11 •slluls2uiland jo.iz)gwnuL, InoqpnoiglluoologofsltuipuuqjologuinuusaioadsSOIV/IIiulaQ Z sunldluoiuugo;Dwaqluosuunluoqj jouolsn[ouiaqjXj!lan .iosuoiJUooluuelL, aqljo1pappL, apnoidaseald •af?ul02uiallud aqluiswz)IsXsuuuluZOIsI/ZODjouojulleisuiaqloluoipu jouopsueldpasodoldaqi OZ SLN3LILIO 33N9H3A3N IQOD NOLL3dS 33dS 193HS Vivid ld3U xoop•uo!leueldxaamsolouaijeysIoloadsu! 6u!pj!nq\Ajojejn6aj\ju9wabeuewjoafojd- L\6u!snoyjo!uasopao!luowoo99818o\Ro\.! :al! jggg6-go :Ioafoad UIO Sa-_SG-MMM UI Y - -- - - - - -- ZZ0t75IM ` II2jIi-7OZapinIaaaISpuoaa seaanlS ` S 'N5l-Z1806t;,'9Zt7'9L E10L96ed q -LOLql!msa!ldwooifjgwesse peMpajeaanoqdeqjainso!oueyegsaqIu! Slanelaoo!JeqjmoleqpueanogepueZ.Z -ddL uagoesql!msa!ldwoolflgwesseaoo!jpajeaanoq4eq4aanso!oueIjegseqju! !analaooyeqjIV seilgwasseleluoziaoqaolZ'Z' LLLuoiloaSaosaaiaaeqaaijaol5'LOLuoljoesql!maouepa000e uiAl!nuiluooaneqllegspue `gloqao 'LLLuoijoaSgl1Maouepa000euipajonalsuooseilgwasseleluozijoqao LOLuoijoeSql!maouepa000euisjafaaeqaaljsepajonalsuooaqllegssaansoloua }}eqS -Al!nul4uoog-£ L Iflgwesseaoo!jpajeaanoqteqjsagojew pueainso!oueyegseqjlea!geldeooes! !!eMpaleainoq6eossauolsanojuegjaaowloauuoojou oppueaoo!jpggjofaoo!jpuooasaoaoo!jpgt1jofaoo!jjs.ijwoajpuajxesasegoleo!uegoewesegl L'Z'EOLuoijoeSjosluawaalnbaaeqjjeewllegssaansoloua eqS -seuiuezzewAuejouInqsluawaseqAueapnlouillegs :gegseqjAqpaloauuoosepolspaagwnueql saiaolsinoluegjssalbuiloauuooaaagnnanoqLuegjssaljoupue 'aaowaosaiaolsinol6uiloeuuooejegm sinoqZuegjsseljoujo6uileaaouelsisai-aaljaaneqllegssaansoloua }}eqS -Bupeaeouelsisei-eiijti•£ L dLuo!loeStlym5u!lf!dwoosaansolouaIjegssepeu5isepaaesasego !eo!uegoewanoqdagl pell!waadaqIlegsELLuoijoeS q}1M6uiAldwooaansoloua }}eqsauigl!mAlaalluepauieluoos6uluadoIeol}Pan -saansoloua :4eyS — VVZIL Algwesseaoo!jpejeaanoq 6eqjof !enbesaansolouapegS !eorpananeq01pemo!leweseggwesseaoo!jpejeaanoq6eql ZLLuoijoespueuoi}oesS141 AqpadpiedseIdeoxa 'sbuivadoleol:PanInogl!msnonufluooaqllegssailgwassy -Al!nulluoo — Z-Z- L 0819LOZaql109LLPUeELL 'ZLL ` LLL L0LsuoijoeSpmAldwoosaansoloua }}eqsaql -doleqjleZZSd -inuodnpaseqAlgwesse6uiliao/jooi pajejanoqLepuewolloq941ieO95-1 -inof6uivaaojuooAlgwassebuilpopoollpoompejeaanoqLeao 6uiddola}aaouoo «Zg31M ueld }seoajdAqpelelnsdeoueaaeAagl -aoollpalglofaoollpuooasaoaool} palgl ofJ0011JSJIJWOJJlaneajjegjsaansoloua }}eqsleolp9Asep9u6is9pWesasegoleoluegoewpejeaanoqLaql joefoidsigl }ouoljoedsulinoA6uianpsuiaouooanoq( ofasuodsaianosibuimolloleqj Z9£55NW `011901JUOW 'PRIG :PeHZL96 `011901}uoW10buipue-1snnolllM :ab 998L-80 :'ONIC)afoadOZOZ '8ZMenagej :area s91eioossysaaAy — aanalyl 01N :woJd aoloadsulbuippqollaolluonjoAlio 'uosn6aajqo8 :01 wnaN"OW3w Smv" xoop•uogeueldxaainsoloue }}eqsjo;oadsu! 6u!pl!nq\Ajo;eln6aa\ju9ua96euewjoafoid-6\6u!snoqao!uasollao!;uow00998180\80\ ! :al!d9926-gQ :Ioafojd 10Z96ed silewu!yl!nnsaoold .1 sesodindIoaluooaowscolwnuje ay} }oawnionayju! papnlouisiwnlajeayjof }ueoefpecoedsayjaaaynnswn!aleuiyl!nnsaoo13 'E Luo!}oeSyl!nnaouepa000eu! aansoloua :4eysaAqpaloaloidsijulofaylaaaynnsaoold 'Z I!unbu!llannpalbu!sauly}!nnsaoold suo!leool 6ulnnollolayltolieuislu!ofcolpaiinbaaeqjoulleysswa}sAslulof }uels!sai-aa!3 :uo!jdaox3 E'S Lu01139SOmaouepa000e uipalsalaqlleysswalsAsjuiof }uels!sai-9al3 .pallelsuisiwalsAseqjyolynnuaannlaqaouilooiaocool} Ileneayjjobulleaeoue}sisai-aai} paa!nbaiayjueyjssaljoupolaadawllacolai!j }oa6essedaylIslsaao} pauftepwalsAsju!ofjue}slsaa-aa!panoaddeueAqpaloaloidaqlleyssa!lgwassebull!ao/}ooiaos}ooipue sallgwasse6ull!9o/aooljaoaoog 'silennpajeaaouelslsai-aa!juaannlaqaouipaileisulslu!or •leaauaoV9U gkLuogoesglinn /f/dwoos1leMainsoloueIjegseql 5 Luo!}oaSyl!nnAldwooHeysuoljoasialuiliensleo!Pan aouaxaayjpue 'anogerepaogels '6ulyjeaysjooaaoaoollpajeaaouelsisai-aiijajoap!saapunyl!nn saauaeqaa!ljouo!loasialuiayjleapewslulofpue 'saalaaeqaa!juaannlaqaouispewslulop -s;ulop8'LOL uoijoessigjof /fjddejouoppueuo1jonajsuooleoujacuulfsjoaces1leMainsoloueyegsayl ap!sapsoddoeqj woajsisalofpa}oafgnsaqjoupeauIleneay} 'le!o!}}o6ulpl!nqeqjjoeouepdaooeay} ofloafgns 'aoewnjay} o} pasodxaap!sjuelslsai-eigIsealay; y}!nnpalsalseenIleneay} leylnnoysofpays!ujnlsiaouap!naaaayM 9Zyao6 3W1Sdyl!Meoue!ldwoouipajonpuoosisalonnlayjwoajpeu!e}gouolleinp }savoys aylaqHeys6u!leaaouelslsai-aaljpau6!sseayjpue 'aoeuan} ayjofpasodxasaoejyloqyl!nnpalsalaqIleys uollonalsuooIeoplawwAsuoujosuo!l!}aedpuesilennaoiaa}ul -uol}onajsuooIleneleola;awwAsuoNVVE01 aooljpgL11eqjg5noagjpajea -inoq daces1lennyegs -IfjgwessejooipajeaanoqteqjAqdolaqIlepasolouaacesainsoloueIjegsaql ainsoloue 4eyseqjcolpaa!nbaibulleaaouelslsai-aii} ayjueylssaljouInq ':UeysayjAqpalea}auadaoogIsowdol ay} se6ul}eaaouelslsaa-aa!lawesay} 10uo!jonajsuooyl!nndolayjlepasolouaaqileys6ulpl!nqayjjogels aoNoep `6uiy}e9yslooieqjjoap!saapuneqlofpuaVajousaopleylkeysy •dolleainsolou3ZVEL volloass/qljodwalljosjuawaainbeieqjjeewpueanogesaygwesseaoolj eqjjo5uijeaanoqdeqj6ulgolewpejeaanoqdaceslleMaansoloueyegseql -saoodjpuooespue 1&ayaqIuo1f1gwesseaooljpejeaanoqkeqj /fqwolloqeqjlepasolouaaceseinsoloueyegseql alnsoioua :geysaylulyl!nnlanaia0011Isannolayj le6ulls!lJ!ayjyl!nnaouepa000eulpallelsulsiedwepamlpanoaddeAqpaloaloidaqIleysAayl 'E 9ansolou9:4eysayjcolpaalnbeiuolloaloiday} ueylssaljouaqIleyssan!loaloidbu!uadopue6ulleaaouels!sei-eigayl -yloqao ' LLuo!loas yl!nnaouepa000euipajonalsuoosallgwasseleluozlaoyaoLOLuo!}oaSyl!nnaouepa000e ulpalonalsuoosaauaeqeiijAq6u!pl!nqayj }oaapu!eweiay} woajpajeaedesaqKeys woolayl -74eysayljoasodindeqjofpajeiaaasna6ulneywooaaulajeu!waajKeysAgq-L 'Z ainsolouakeysayj colpaa!nbei6ulleaayjueylssaljouInq 'sassed :4eysaylyolynngbnoay} cool} Isannolayjse 6ul}eaaouelslsai-ailjawesayl }ouo!lonalsuoogl!nnlanaiIsannolayjlepasolouaaqileysAayl - L 6ulnnollojeqjjoauoyl!nnAldwoo Ileysainjonalsao6u!pl!nqay} }owolloqayjofpuavajouopleyls:4eyS -wolloqay} leainsolou3 'E L xoop•uoljeueldxaainsoloua };eqsjoloadsui6u!pl!nq\Ajo}eIn6aj\juauia6euewjoafoad, l,\6uisnoqaoivasollao!luow00999620\90\ ! al!d990L-go :loa(oidE }o Eabedwo:)•saiepossesajAe@ uaanajNZ9SL-T£ 8 (SZL) Z)ul sajehossysaaAyaanal)l IDINnoeljuey Isailgwesseaoolj eqjpueIleMeqjueemleqpWInbaas'iwelslfspgfjuelsisaa-aaijouaaojaaagj ' Zuoildeoxeu! pepnlouiaaepuec6LuppesqpmAldwoos1leMaansoloueyegseqlE9zin ao6 3NiSby}!maouepa000eulp91s9} pue (ww6-90youi9Z9-0 }oylp!mwnwixewabuipaaoxejouspotloa}uOO -6padwied aaes6uluadoaaagms}ooj -9Ouluadopajoaloidun anew01p911ivaaadaae1eyjslleMLsao011auluezza" • 9AlanIjoedsai9- 90t7pue9-90t7suoijoaSglinnaouepa000eulpajonalsuoo saintonilsjosa6eae66ulaedpasolouepueuedoulylinnsdweipuesjoold -9 apooaql `sp.Iom .iaglouI •£OLuoiloaSuipossnosipaiamlugloouuld000ujosuoilipuoooql puuoinp000id2uilsaloqlgloquisoouo.iaRipaqluopasuqstsigZ •.tagw;)wIu.inlonilslunptn ipuioqlofpoildduoqsnquxautauwui3IrinlonilsXiLwud .tojuoiloolotdanTlsiS;)J-atgagl bOLluglspualuiopooaq,b •suwnloauegliagloamvijleinlanilsAitmiadayljouoilaaload palmluulsisw-a.tgsuuumloooqliopisuoopupXIquiassu Ilumpalu.z-aouulsisai-a.tguuiglimuuunloopoloolaidunupcould ,Iduiisofolquld000ulousi LI •luautasuouaIunpinipuig2nolglpapinoidaqIITIslsnwuoilooloiduwnloopalupuuutagl Z-tOLain&,quiumogssuXlquzassuIlumpolu.t-aouulsisoi-aiguuiglimpaluoolsiuuinlooaql a.iogAk •s.iop.ii? .tosuwuoqXuupupuuinloooqluaamlaqsuoTloauuooaqllupapino.idaqoslu IluIIsutunlooaql .iojpatmba.iuoiloaloidaigoqL •uwnlooaqljodoloqlofaouds2uipoo aqlg2nojglmoloqXlgwossu2uili3o/.iooUjouoilupunojoqljodoloqluio.ijsnonuiluoooq ofsiuutnloooqljooouulsisoiajgaql `papinojdsi2uiliaouojoq,A •ju$ioqllnjs.uuznloo aqlioipualxapupuutnloooqljosopisIluuoin000lsnuiuoiloolo.idsigy •luautasuouo IunpinipuTXqpaloalo.tdoqlsnwutals,CsomijIu.inlon.ils jrwt.idaqljol.iudusupa.iapis uoosuuinloo `suoilipuooIlu .iapun •uoilonilsuooVApup `VIII `VII `IadXljos2uiplinqui Z-170Luouxnoidanilsisa.i-oiga.iinba.isiogwowauiu.ijIu.inlon.ilsXJuu.irid •uoilaaloaduwnlo3 laa}}assew L-t,OLain2ijw'Uf9z = LIOUTI :Islod uoilooloiduo-Aejds `anoy-1,—suwnjoo1991S 8ZZxt, LMa06ael uieuljell-ewSao8ZZxVLM ssauNoiUl uiw •uiZhzssauNOIgl Up •uiz/tL alqul .iolsolaqluipagioadslugluugllq?iom .talluutsuql!ms.iagw;)w iojpasnaqloupinogs (I) I • IZLolquZui .tosisalXqpoluoipuisassau)IoTgl -uilulnsuioql sngZ •swnlu.iodumlaouj.tnsIaalsiamoluifuillnsoiaoujjnsoqlwoijXvmupogiosqusi oigufuunpaou3.insoqlofpaildduluaqaqlluglgonssanugaquoiloassso.ioIaalsIu.inlonils anissuuz `XnuaqV •.iaqutautlamsIrinlon.ilsoql3olqftomoqluospuodopuoiloololdjo lunouiuaql `s.taqutaulIaalsjoosuoaqlul •uoTloassso.zoXnuaqu3osjagLuowIuanlonils .toj sluow;)jTnbaiuoiloolo.idoqlofluTogouoqsiloajjassrW •.1oafassvwjooldiouudoqloleo ipuilugls.tagw;DwIvinlon.zlsjouoiloalo.idaigjoslTulapolduiissapino.idI -tOLoinfi3 s.taquiauiIu.inlonjlsjouopooloidaqljo3slTulap .tagl.tnjsapino.id uoiloossigZ •sfuilviaouulsis,3i-a.tgpaiinboioqlofsu109olquZuipossojppuXlluogioadssi owu.tjIu.inlon.ilsaql `a.toja.taqL •a.Igofpaloafgnsuagmosdullooi?uiplinqiojIuilualodoql uoXliiuwijdpasuqsisuoilu.iapisuoouoilon.ilsuoojoadXL •uoilounj .iiogljoainluuIuoiluo aql3olun000uuosoilgwossupuusjogwowIujnlon.ils .io3oouu.inpuoa.igjoIanal .IagOIg ualupuuwuotlonjlsuoojosodXiautos •uoilon.zlsuoojoodiils,i?uTplinquuopasuqaouul sisa.tDIUJOJpolulnfoiom, szapjifpup `suiuoq `suumloosugonssjogwowauwu.TjIuinlotulS scaquca 1n.nan.S JOuz.!njaaux.sisa2j-a.Z VOLuOROGS siaquaaua Z•t,OLuolloaS) lg61egIlnlxolpelooloxdpuelueweseouelenpinlpulq}Innpapinoadaqlsnwsuwnlooawp.lj leinjanals gloqtouolleulgwoo xo ' llLuolloeSaaduolloaloadbuglaoaoaueagwewAnuid luawaseoualenpinlpulAqaqAmuolloeloxd 'esl/vuaglo •ZJoUO4JaJOAd loonpuexoollquowoalxosxoollbOL•am2iA omlueglaxowwoalaxespeol6ullxoddns11paxlnbgx sisxagwawawealIexnlonalsi(xewladaoluolloaloadIenpinlpui suwnlooueglxagloxo=l uol)oaloxd bulllac) luawaseoualenpinlpul uwnlooAlgwasse LIeluozuoq Ionapaler 000aouelslsaa-aalj xoojj Zo0 ao o00 tOLwn&juiumogsamsuotlipuoosnoupnjosajduwuxg staquaau juinlontlsoqijouotloowidjunpjAlpuioqljojopooaqlXqpa.iinboi jugsofjunbolspajivoq [jugsXjgwossuaqijo ?uilu.taouulsisoi-aigpa.tinbataqy £ Iggiaguisaitojsomluugla.touijlumi?uuuaq pool-uoup .tollum5uituaq-puojplioddns .to `jooipup .toolsouotosjooUoml uugla.iowutojjspoolpatldduXIloatipl.toddnsloujjugss.tagwomIp.mlonilsaqL -Z umlooloidutunjooJOJZ'tOLuoiloaSaaS) -sloluijio `suwaq `sosstul `sj;Dpili? sp Bons `s.tagwowju.tnlotulsjuluozuoqofXluosoildduuoiloaloidi?uipoz) oqljoasnaqL • I smollojsepaloidopweluomsuouojunpintput jonailutuotloalo.tdouu.tgwotuantJuu.taljpJoasnjojmioluoaqZ •paloaloid (Ilunp!AIpUI aqXagllugsfuutnbwuugl .tagILj `s.tagwowjpinlonils .tojuoiloaloidapinoldofXlquzassu futl!o0gool .tofutliao/zooUujoasnoqlsmollpopoooql `suoilottlswutultaoiopun uotloosstglXqpalltut.tadsuldooxa `Xlgwassujujuozuogp3lu.t-aouujsisat-3JUJo iCjquusspIlumuXqpaloalo.tdaqjogwowawuijlu.mlonisXtuuzuduluglpumuilousoop suuanloz) uru 8'b0£ = aoO; 3 `uiucJ7•9Z = uOu? i :IS .103ivinjanils uolloaloadlenplAlpul1411Mpapinoad ;ouoipalmd eqlsnwAlgwessellempalea-aouelslsaa-callaulgllmsuwnloopelea-aouelslsaa-aaljjunp!nipuI Z-t,OLwn5lA peloaloxd jwnloolaalS bx0CJOCO N O R* CJ t- I VO duo3Q a,; u mQ a Ul V) C Ln N C cn Ln Ov p N E V ui CE O O Q O O O U O U QQ aJ_ V U E v O a)+ U J U C E C OE cQ O C L OE v OCC U C U C C U C U N W O v McC CO fB a' Q C EE r-- q N O u1 M n cVM Nm NM NM NM NM NM WZ N N r4 N N N N O M M M M m M M lD lD lD lD lfl l^ p a.. v v v v v v v U U U U U U U O u O u O c) O u O u O u O u r N i t V) vILD v W v( Z v D v ko v l0 v l0 W M M M 4- M 4- M 4- M 4- M CC U'). 5 u11 5 un 5 t11 F3 Ln 5 Lr) 5 Lr) Q cn u1 cn cn u1 cn cn Lr) cn U) cn LI) Q:, Z Z Z Z Z Z Z ii i c if L V 4- 1 V fc i C7 Zr OO r O O 4- 1 OO O O O O O J C C===== Q U u U u U U U C C C C Lr) LI) O O O 2i O O O O CL O p O O O O mo O O Z v co a; v @ v v v a) Q 3Q U U 4- d U U i+ U L U U N o E t' ° J C can( C- O cco Ec Q L cco GQ C CCo CC Q Co GCIO Co GU( J SO Laj o c v a) E > E > a) m O > 4+ U V U OQU w-+ O Un cnC V c LU E C G aco o N vZ N N zcn t v o° n JE Q m 2 o V r Vm E t O W ui C ON v Z Q Q O U uc O a J L pE E g CG 41 ELL U LW O N c QJ U OU O 0 01 0 5faL 4 N N co cr) N cV N M M Lr) M M ro W to N N W z N N MN NM M N 0 0 lD C lD U U O u O u 0 u O u 0 u v LA N 41 lD r" r N a1 N N N N t V aJ NW W rf) MLr) t11 rf) f) rf) Q Q N Ul Ln 111 c/') LA t Q Qa Z V Z V Z Z Z a z 0 0 0 0 3 0 z a N f0 fd U f0 Lf) o o o02 002 U') 0 o o 0 2 ooao z O p p O vO Z 0 UiuUl uY u c p C) p a) O U O a cO N G C V ( V DU 7 4J w v d7 O aj a p to N O . gyp O O C t N u m w U 00 U m u a U w Uj NNE W 30 C aZ z 0) o U U t5 v 0 o C AqluawpudaQ5ulplln9atliao,1paadaood 7, v,,,gud "-, leanion4S-aoloodsultBlaadS = S-JS ADUOVygullsal = ViInotupaj, - aoloadsulIetoadS = j-)Sp103018joaaaulgugiganaon.us = 2JgS ;puaWa-, parlt)uaplaqJIUgSanaasgoofpualulAD41NaoMa41pus saopadsulIgloadsantloadso.tdIIg,10sawtauImptnlptttay; `Ietoujogulpllnqaopaooaa3o oaluo.te/aaauluaat{lXqpaasanbo.111 wild :d aagC1 "Aro -3t W1. dl— :aleQCrpa sLjvr.PyF ;tuatA-j— ward - tJ •S-)S algattlaaaul, t_ luanta"I •V:wild ` " 219S uuldgxluo r aaeQj ;tautdmaumo MolaqURlSilgus9AII' uasaadaaastado.tddugang SINS) 30(131MONNad saalnaaswaolaadoapaioea)uoowa13 (g) oaa °cool} ,tad 'uollaadsul/Isaaaid 'Alyluow41jagm (S) leanlarIS - aolaadsuljumdS `It?olutloa,L - ioindsulILIoadS (b) WOO5utpitngamSelosauu(iNatllXqpaadopusuIL' 1.taldetloail .tadsuot)tllasapasn () ttol3ewao}utIeuoritppgao1ZisIaatiSalnpatlasaas •tueAwdatlluttionoosadoosI-vituloolaljjoadsatlioapaotta,10jo-1 (Z) Juiog3oRuipltn9aqlXqPaPinoadaqof ,iagwnjqIluuad (1) wea$oaduopoadsulpug5upsad, Iganian.4SleloadSatllulpopnlaulpuginop3ll>3aqIlgtisalnpagossjgj :saaolq d1, uolloadsulaid_ INSuolllsgoaauQdaaadIIS5,9viuoundsul , iadoeld1- is IIId2UtanQ9auawq`gp• uoaadsulaid aogldgVLI -IS -u13ouollenlnge £"9p,y uV14JdwJuf .,ddIL -ISpaaaaulVugp'a'g`E1, d1. uolloadsul aidrA1jjUOSgUWI -is saQxIINa1aaauoo34q`gS'£ Luotloadsul aidS-(S ,roia'la1aaouODqI•£ Vduotloadsul aidL-ISsiloggj2uaa4S-g5lHWe £'Zb'.L uotaaadsu) tadS-TSsltelaCIIONSgZ'Zy,l uolloadsul.tadL-iSgu!PiaMq`g ['Zby9) wat; 1 pauglsst, uotaoadsul .tad WXouonbaa, l podagy-JS uopeolagedIaa;Sb) (} aoloodsu1lo ad, f1, ualldlaosaqeq 0'Zalotay / uolloasZ} Igatugoa* l, f) :aagtunlq Iluiaadtagwnllloafoad Musat ullaolluoJitUAWIXKPAI19' PAIIllkN3u15ua05wopgoo-1m` ` u,n l aota5ofla3l> tall ;aweNloafoadojnp;ogoSX- wwwnSmuA3o.iduorloodsujpue2upsoZ Ie.rnjonij5Ieioad5 GZ zjo [ :a n 0 N w N 960Z'OZtienuer oul 'salaoleiogelsjalljNuapun toAsalmoo •oulTLIIHAqpaonpodal suaa4sASdo4saqj1411H u6isapuollllJedpuelleMlenpinlpulaqluIpayloadsseeqllegssiauelselpuesjaAeltojagwnu 'adfl 'ssauloiyl — *pjeoewnsdAE) •Q wall) luoilauedgbnoagltowelpuegljobjel (ww £[) -ulZ/lYewof (loeluoolulodsnonulluoo) ul0ulwaqllegs6uluadotowelo -saleldiagwnl (wwZ5 Aq1g) •ulgAqZwouoh,4tolslsuoollegsalelddolelgnopagl — alelddol •a wall) luoilauedg6noj4ltowelpueglja6jel (wwqZ) uI6Yewof (ww £) -ulZ/l, ulwaqofaleldalosulpames-eloq6uluadotowelQ .aleldjagwnl (wwZq6Aq1,q) •ul9AqZwoN — aleld8106.8 spnlsjagwnl (wwZ56Aql5) 'ul9AqZwoN — spnlS 'd sajnlealuollonilsuoo6uimollolaqlsapnpulgoigmpuetio)oana aouelslsaiejuinaglulsu6lsaouollllJedpueHemsafes00£fllenpinlpwaglulpayloadsjauuewaqlulpueslepalewagltopolonilsuoollem asegopjeoqwnsdAb/pnlspoompale] ajyiq6eg6naglpolnoaqstew, (£ wall) luejlaued-g6naglag-L - (umOLIS )ON 'leuolldo) — IleMosego •Z wall) luoilauedg6nojgltowelpueglaaffiel (ww £) •ulZ/l, xewof (loeluoolulodsnonulluoo) 'ul0ulwaqpegs6ulllao ul6uluadotoweio •u6lsaa6ulllao-fooljlenpinlpulaglulpayloadssejolgl (wwgl,) 'ul9/9Aqap!m (wZZ' 0llVwoN — pRogwnsdAE) •o paddo)sajyspud41!mpuepaiinbaisebul6pljqgl!m +sj9gwajj poohleinlonjlSaosassnal `slslolleafspuejagwnluolleulgwoojoleals 'jagwnl (jadeapjo) deep (wwti5Z) 'ulo6woN — sislorpooh -g ywall) 6uldidgouejqto welpuegl196jel (wwqZ) 'ul6xewof (loeluoolulodsnonuguoo) •ul0ulwaqllegsbulaooUulpomes-oloq6wuadotoWela '(£ wall) )ueilaued g6nojgltowelpueglaa6jel (ww5Z) •ulLxewof (ww £L) •uiZ/6ulwaqllegs6uljoogulpames-oloq6uluadojoweld •u61sa(] bulllao-joolj lenpinlpulaqlulpayloadsse *ajnlxiVq6ulddoljooljjopooAld 'jagwnltojooggsIqgl!mjoollgnspoow(ldjojagwnl — welsAS6ulaoolj •d moleqpazljewwnsajeAlgwasse6ullloo-jooy aqltosainlealuollonulsuoolejaua6aql •tioloomaaouelslsadailsInaqlulsu6lsaQ6uglaa-jooljsauaS0091lenpinlpulaglulpayloadsjauuew aqlulpuesleualewaqltopalonilsuooaqBegsAlgwasse6ulllao-fool} lslofjagwnlpassnuljopllospa)ej-ajgiq6aql — Algwassb6ulll9a-fooljt JH6 -- 6upemJL aH — GuileaA Z8£Z-3-A 'oNwa}sAS 6LKinoa m 'sauomogeislaipwapun Aqpaylsselo PC) 1SSA 8Z Z10Z :abed 960ZOZtienuep oul `sauolejogelsiaigmiapun toAsalmoO •oul '{lllHAqpaonpoadel swo4sASdo;saqj1411H lan!Joadsa epeueoseyons) uopeogpooquoaoinayl6uiAoldwesuoppsunfcolluelryuolmourpooinojoinayljeaqlleysslonpoidyonssaleoipulfi lueleaSlueosawnlulXyW-3NO-SJJolueleaS3NO-S3 — 0N1I111H30AM `SIVOIW31-10NOIlmliSN0OU111-1 ooepaluialeld/od!dpueooepaluiaoog/ad!dlejoog todollepa!lddeaqueolueleastopeaqaqj 'suo!leoolloeluoolu!odsnonuiluoo-uoule 'uo!ldouesy •ooepoluialeld/ad!daqjpueaoepalui joog/ad!dle6uuoogpoomAldtoaplsjapunuosuopoolloeluoolu!odlepailddelueleastopeaqwe!p (wwg) -ulV/ u!Wpool} aqj10 ooepnsdolaylyl!Mysnll 'snlnuueaylu!yl!Mpa!lddeleualewIli, tossauIOM (ww60 'ulV/£ u!W — lueleaS - IeualelN) l!neoaop!OA 'II!3 '8 JelloO dolsaJl3N„V/Ol6 £V9dOaoNu£106 £b9dO `N„Z/£9MdON„9• W09 £V9dO — ONIIlIIHdOAla `S1t/O1W3H0N011ofaSNOOIlIIH saayseMlaalswe!p (LULU60 -ulV/£ u!wyl!Muo!lounfuoouisnnajospoohlaals6uol wwg£) •u! Z/l,-1, uplqZ6 'ONu!wyl!MalelddolPennaseyoeq) ofpaanoaseqofaces400yaoyoueayl •sJaysennlaalswell) (ww60 u! V/£ u!wyJlMuo!Iounfuoou! slloqal66ollaalsbuol (wwg£) u! Z/G- (qwell) (LULUg) u! V/lyJ!M6u!l!aoayJofpamoasaqofayeslooy aoyoueaqj •sad!dwelp (wwZg) •u! Vpue (ww9L) •u! £ jolpaimbaisjooyjoyoueaaaylu!wpuesad!dweip (ww 9) 'u! Zpue (ww 90ZI6- Ljolpai!nbaisjooyjoyoueoMlu!WW1100aylyl!Mpap!noidgooyjoyoueaqjbu!sn (OZwall) alelddolllennaseyojo6u!i!eoto oppopunofpamoaspuead!d941punoiepayolelpuepallelsuiaqofielloo -suoporulsuluollellelsu! 6uiAuedw000eaylyl!Maouepj000eu1 pallelsuiaqlleysad!dtowe!popodsayIIllofpainslelialewlueosawnluiueyl!Mpou!lJellooIaaIS — aelloodolsai!3 — ,ao!naadolsai!3y snnollolseeqlleyswalsAsdolsaj!leqjtosl!elapayl — walsASdolsaa!3q walsAs6uwd!d (JuanJoalseM 'u!eJp) paluanJo (Alddnsaossooad) posoloui asnjolad!dS8yajooplosjojeln1laoOValnpayoS001lewsJo) well) (LULUZ00 •u! VwoN — ad!d (S8y) ouajflSaua!peln8elul!uoltioy •8 welsAs6u!d!d (JuanJoalseM'u!eJp) paluanjo (Alddnsjossaoad) pasolouiasnjolad!dOAdajooplosjoaelnllao0ValnpayoS (jallewsao) we!p (wwZ06) -ulVwoN — ad!d (011d) aP!ao14OVUTAAlod -y pasnaqstewsad!doglelowuoutosez!spuesadAl6upollolayl •6u!d!dyouejqtoadAleqjofspuodsajjoole4la6ueglal!olwelp (ww Z0l) -u! Vxewaujaleumalstew6u!d!dyouej8 -(ww £) •u! Z/6xewof (loeluooJu!odsnonu!luoo) •u! 0u!waqHeys6u!uadoto /Gayduedpue ad!duaaMlaqandsjelnuueayl -aooggnsuiftuadou!yl!Mpajaluaopue6u!i!83anogecoedspaleaouoou!yl!M (£ wall) lueilauadgbnojylof paloauuoo (unnoyslou) 06ueulal!ol (jellewsJo) we!p (wwZO6) •u! VwouJnoyl!Mjoyl!Mad!do!llelawuououO--(leuo!ldO) — WOWyoueJ8 'V walsAs6u!d!d (JuanJoa)seM 'u!ejp) paluanjo (Alddnsjossooad) pasoloui asnjolad!dS8yajoop!losaojelnllooOValnpa4oS (aallewsJo) well) (LULUZ00 -ulVwoN — ad!d (S8y) auajASauepeingelpj!uoltioy -8 walsds6u!d!d (JuanJoa)seM 'uleJp) paluanJo (Alddnsjoss000id) posolouiasncolad!dOAdajoop!losaoJelnllao0Valnpa4oS (aallewsJo) well) (LULUZ00 -ulVwoN — ad!d (OAd) apPo14OVu!AAlodV pasnaqhewsad!do!ilelowuou tosaz!spuesadAl6u!Mollolayl •6u!lloopjeoqwnsdA6ybnoaylsassedliejegmloeluoolulodsnonu!luooOmpalle)su! aqstewad!d LULU £L) •ulZ/1xewof (loeluooJu!od) •u! 0u!waqlleysbu!uodotofiGayduadpuead!dueaMlaqaoedsjelnuueaqj -Algwasse6u!lloo-mou tosapsyloquopo:poddnsAp!6uaqofod!d 'WopAsdolsaigaqju!yl!Mpallelsuiaqofed!do!llelawuouauO — slueJlauady6noayl '£ Z8£Z-3-J *ONWO)SCS Z ;o1 :a6ed r N w co cc 5L6z 'Oz jenuer oul 'sauolejogelslaluauapun toAsa} no0 -oul `li1lHAqpaonpojdal suualsASdo}saaijRM C- ubisaC] 6ugla0-mljlenpinlpulaylulpayloadsserlul (ww %) -ul819Aqap!m (woZZO4twoN — *pjeogwnsdAE) 'a u6lsao6ulpa0-jooljlenpinlpulaululpailnbaiseslslofpoohpue al, wall) pieogllemuaamleq (8Lwall) slslofpoomofjelnolpuediadpallelsuw6uujnjlaalsn1e6luaglsal — (unnoysION) — slauue406uifnj -0 paddolsaiyspuaql!mpailnbaisebul6pljq41!msjegwaV4poohleinlonilSjosessnil 'slslofleafs puejagwnluolleulgwoojolaals 'jagwnl (aadaapio) deep (wwtqZ) •ulpl, wou 'slslofiagwnlofalewalleuesy paddolsajyspua4jjmpue 6ul6pljqjagwnl (ww9LAq5Z) 'ul £ Aq6wouyl!m00 (wwgot) 'ul96paoedsslslofjagwnl (wwVSZAql,q) 'ulpl, AqZwoN — sislOrpoaM •8 wwZpL) •ultslbuluadojoogtowelpxeW 'Asaa6ulila0-joolj lenpinlpulaylulpayloadssefajnlxiVjbulddoljooljjopoomAld 'jagwnltojoogysluyyl!mjoollgnspoomAldaojagwnl -- walsAS6uljoo18 'y molaqpazljewwnsaieAlgwasse6ulll9o-joolj ayljosllelapuollonilsuoolejaua6ayl -tioloailaaouelslsalailsinaylursu6lsaa6uwa0-pooljsauaS0091lenpinlpululpayloadsjauuew aululpuesleualewayljopalonjlsuooaqlleysAlgwasse6ulll9o-jooylslofjagwnlpassniljopyospales-angayl — Algwassy6ullla0-foolj WailaaS) aH pueV/£'0 -- SBUReb1 aH6 — BuilemA 6BEZ-0-J 'ONwa;sAS 6Lbtino; u'salo;eaage spa;irouapun Aqpapselo oc Z10Z:a In 0 N w cc 960Z `OZtienuer ou! `sauolejogelsjallun+uapun toIlsapnoO 'oul '011-1Aqpaonpoadal sLualsASdo;seq_A1}11H AIaniloodsaj epeueOseyons) uolleourpoOlflojoinay) 6uiAoldwasuoilolpsunfaolNjeWuopeoggiaolfloaoinayljeaqileysslonpoidyonssaleolpul lueleasluaosawn)ulXVIN-3NO-SAaolueleaS3NO-S3 — ONI1111H30AIO 'SIVOM3HONOIlomiSNOOI111H aooggnsjoaleldalostodolleuopooi )oeluooluiodayllepallddeaqilegsleua)ewilqtopeaqweip (wwEl) •u! Z/lupa 'joog todolle `uopppeul -melddoljaMoltoeoelJnswolloqlepallddeaqlleysleualewllqtopeaqweip (wwEl.) -uiZ/6u!wauoileoolloeJuoo luiodld -melddoljaMoltoooepnswolloqyl!mysng 'snlnuueay) uiyl!mpallddeleualew119tossauPyl (ww66) -ulV/EuiW -aleldalosjo joogjoaoepnsdolyllMysng `snlnuueayluigl!mpallddeleua)ewllUtossaup4l (ww60 •uiWEuiW — lueleaS - *leualeW *eOJopioA '11l3 'V A3pueadidS8'djolinoq1, pueadid OAdOpueOAdjolanoyV/Eajes6ugel1ayl 'pasnsilueleaS3NO-S3uayM -ay0si6wlel1ay) `pasnsllueleaSXdW3NO-S3uayM siamloelnuewtosaweujoltioloallasleualeINuoponjisuooleouloo13ay) uifjo6aleo (nHAd) 6uignloillelawuoN1e0140913aaS OL 'oNbd3N) apoOleouloal3leuolleNay) yl!m901-1ep,1000eulpapelsulpue (OAd) apuol4011(ulnAlodtopaJonilsuoo A3) buign) oillelawuouleouloolalleM-pale6moo (jallewsjo) weip (ww [9) -ulZWON — (+1N3) 6uwgnloyle)awuoNleoij)0a13.0 walsAsbuidid (JuanJoa)seM `uie.1p) paluanJo (Alddnsjossaoad) pasolouiasn joladidS8yajoo-aelnllaojoaaoo-p!losOValnpagoS (jaliewsjo) welp (wwgl) vlEwoN — adid (S8tl) auejAISauaipe)n8alla)luolAGoy •O swalsAs6uldld Alddnsjossaoad) pasolouiasnjol :DAdO9'E6IGS (1allewsJo) weip (ww9L) -ulEWON — adld (OA& apuolyOlAuimlodpaleuuolyO .B swalsAs6uldld (JuanJoalseM `uleJp) paJuanJo (Alddnsjo smoid) pasolouiasnaolOAdaaooaelnllaojopllosOtialnpayoS (jallewsao) welp (ww9L) 'uiEWON -- ad(OAd) apuolgoIAul^Alod 'd pasnaqstewsadidoillelawuoutosazispuesad)kl6uimollolayl -Algwasse6uylao-joogay) tosapsyloquopa:poddnsAlpl6ij aqofadld (wwg0-ul819toxewaof (loeluooMod) -ul0ulwaaqlleys6uivadoayltotiayduadaqjpueluei)auedy6noaylay) uaeAaq aoedsjelnuueayl •wa)sAsdolsaj0ay) ulyl!mAIleoulueouoojoAlieouluaooaaayllapallelsulaqofadid3111e1awuouauO — slue-11auady6na41 'E IIeMtosapisyloquo6uluadotoapispeauosMajosjosileuONtouiwaqj!msalelddolofpainoaspue6uivadotoapis yoeauoalelddololuo (ww [9) -uiZtouiwadeuanooflnoaqofsdeilslaaJS6uivadolesnonupoosipsialelddoluayMa)elddolalgnop leIIeMtosapsyloquo6uivadoOppofpasnsdejjslaa)spazluenle6 (jalneayjo) a6ne6OZAqapm (ww9L) -uiEuiW •lleMtosaps yloquo6uivadotoapisyoeauosmajosjoslleuoMltou!waQMaJeldalosofpainoespue6uivadotoapisyoeauoa)eldalosoluo (ww L9) 'uiZtouiwadel1an0ofInc) aqofsdeilslaalS -joogpoomAldui6uivadolesnonuiluoosipsialeldalosuayMaleldaloslelleMtosaps y)oquo6uivadoa6puqofpasnsdejlslaalspazluenle6 (JalneayJo) 96ne6OZAqapm (wwgE) 'uiZ/6-1, uiW •IleMayltos)uawaiinbai leinlonilsay) laawleegspuesnonuiluoosipaiesaleldalospuedoluayMpasnaqofsdeilslaalS — (uMoysION) — sdeilslaalS '3 pjeoqwnsdA6pale]-uoujopales (wwE6) •uiZ/6uiW — pleo8wnsddO.O pasnayesluej)auadweip -ui ZwouuayM (ww9L) -uiEsi6uivadotoweipxeW -pasnalesluejlauedweip (ww9L) •u! EwouuayM (wwZp [) -uiVsi6wuadotoweip xeW •saleldjagwnl (wwZ5lAq69) 'ui9AqZjo (wwZp Aqlq) *uiVAqZwouONto )sisuoolleysalelddolalgnopayl — alelddol 'O pasnale slue.iJauadweipjailewsjo (wwl.g) -uiZwouuayM (ww9L) 'uiEsi6uivadotoweipxeW -pasnajesluealauadweip (ww9L) -ulEwou uayM (wwZ06) -uiVsi6uluadotoweipxeW -sa)eldjagwnl (wwZ9lAqlq) 'ui9AqZjo (wwZOGAq69) 'uitiAqZWON — aleldaloS -8 spnlsjagwnl (wwZq6Aq69) 'ui9AqZwoujo (wwZOlAql9) 'uiVAqZWON — spnJS '`d sainlealuoi)onilsuoo6uiMollolaylapnloui {legspueIIeM aseyopjeoqwnsdA6/spnlspoohpaaa66elsjoalgnop `al6uisay6nojylpolnoiaq {let's (E 'ONwall) )ueilauady6naylayl — IIeMasego 'Z 68£Z-3-A 'oNWGISAS uoijeonP3pueuoi;enouulyBnoay; sem76umeS noz `£o *low areaslue;sASdo;saal_qI1I1H 6ZSLB Aqpauftea 7929ft 6 = 816a/eoS 0008-6L8 (008) vsnsexal 'oueldILM ONbu/MeJQZdo64aegsI '31Jl `liIIH Iff :3 V "VN01103SM31AW01LOS MO-138V 'ON31ON33S) 'MH-6 = JNIl"-J IdalNYHa3Wam38'I' : M013"1NOa IVOINYHa3Wa21w : iowO21d llt/13adO1S3211J1N3W9aflt' JNIb33NIJN3Sd uoijeonp3pueuoijenouulgBnoaylsaAi7BWAVs fiZSLBZa noVE0 •jew area SM04SSdo4saai pjjH qA . afe0s0008-6L8 (008) ` snsmi `oueidEIE -OLE ONBuMerOZ" ZIaays 'oul 'U11H 6UZ-rv-O28L0Z-1-M `OEOZ-O-3 'ONW31SASin: 33NM333M) 031531ASONIM0EM3HiSSVd0103103dX33801110MimW31SASdOiSMIAVS1N3S3MSWwo0f1PONI833NION3SIHl AISW3SSdIIdMaf11Sa311300VISHIMNO1I3NnrNO3 NIa3nMOlamewnSdAJM31Hl „8/S30N3AVIWN0111(lad 'S SNOI11ONO331113H3aNnN3Ad1wnSdAJ1VN0111Oad 3033NVWHOJH3d3HlNOdn1N3aN3d3aSIA18W3SSd30JNIIVN-3NlA 'V 13VA03301NIOdld1NVId3SdO1S321131N33S3Wf11N1XVW3NO-S3 I111HaV38 „mwnWINIWAlddd `ASI33ddSmvinNNdN3HMINMOHSION] 'E ZaWf1WIXvw `,,0Wf1WINIW = 33ddSmvinNNd 'Z 8/£-L = JNIN3d030NR3Wd1aWf1WIXvwvS31ON SN3HSVMHIM SNOHONdI111H31`d1NdONddV3H1HIMC13HOV11VHVII0OdO1S3NIANEV9dO1111H '8 Wf1SdAJ30113AVIIVN0111avNIHAMNONOOIJ303OddNnsWO1108HIM HSilI3aNd1NVIV3SdO1S321131N33S3wnIN1XVW3NO-SdI111HHld3a ,.8/SWf1WINIW "L IMOI38S 'ON RON33S) Sat11Sa3H300VISN33M138dV0ON1113AOOaNdOla3HO`d11dA13mn33S 11VM30HION313HI1N3NnNOla21d08wnSdAJNOIHl „8/S3O113AVI1VNO111aad '9 11VM3SVH33031V1d310SNONOOI3303Od321f1Sd01 HIMHSf1I31NVIUSdO1S32113IMOS3WINIXVW3NO-SAI111HHld3a ,,v/EWf1WINIW 'S W31SASJNIdldN3dO) (OVHOS) 3dld311S`d1dOAdH313WdiaIVNIWON ,,9Wf1WIXvw 'ti Saf11SaNb0311f18 Al1H011S31dldN38Wf11 ,VX ,,Z1311VNVdNO `AX ,.Z `,,VX .,ZIVNIWON30ONIISISNOO 0NUVN-3N13 *NH-0 (5MAS00Ef10313ISSV13in) AI8W3SSdI1dMwnSdAJIIVN011dO1 'E 9N1IVN-3N13 'NH-0 a313ISSVIOIflo/111) Samsa3N390d1SHIMA18W3SSdIivmwnSdAJI1VNO11dO1 'Z 10MIVN-3NIA *NH-0 (531N350091C131AISSVIDinonn) AI8W3SSdON11133MOOI3O00M1 MO138V 'ON31ON33S) @HH- = JNIIVN-A IVOINVH33Wa2138'I' : 21013"iN0O IVOINVH33Waffr :103rObd 11`d134dO1S3211J1N3W9dflfJNI2133NIJN3rS0 MATERIAL NOTES I. CONCRETE RETAINING WALL UNITS: °ROCKWOOD CLASSIC 8° RETAINING WALL UNITS AS MANUFACTURED BY ROCHESTER CONCRETE PRODUCTS. 2. GEOSYNTHETIC REINFORCEMENT: STRATAGRID SG 200, AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING I INCH 100 No. 4 35 To 70 No. 40 10 To 35 No. 200 3 ro 10 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448. SIEVE SIZE PERCENT PASSING 5 6 7 8 I INCH 100 3/4 INCH 75 ro 100 No. 4 0 To 60 No. 40 0 To 50 No. 200 0 ro 5 REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, OR SM TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM. A. SOILS CLASSIFIED AS SC AND CL ARE CONSIDERED SUITABLE SOILS FOR SEGMENTAL RETAINING WALLS WITH A TOTAL HEIGHT OF LESS THAN 15 FEET AS LONG AS THE PLASTICITY INDEX (PI) IS LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS TWO (2) INCHES. C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS CH, OH, MH, OL, oR PT. IMPERVIOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH WILL PREVENT PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. THE PIPE MAY BE COVERED WITH A GEOTEXTILE FILTER FABRIC TO FUNCTION AS A FILTER. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. FOUNDATION SOIL NOTES I. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. OVERSIZE RESULTING SPACE SUFFICIENTLY FROM THE FRONT OF THE BLOCK TO THE BACK OF THE REINFORCEMENT, AND BACKFILL WITH SUITABLE COMPACTED BACKFILL SOILS. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. BASE COURSE NOTES I. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. ERECTION NOTES I. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. ERECT UNITS IN ACCORDANCE WITH MANUFACTURER S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. 6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. 7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 2 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 50 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFOREINSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. II. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER S RECOMMENDATIONS AND THE SHOP DRAWINGS. A. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. B. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. C. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. D. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. E. HE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETICT REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. F. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICESIN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. G. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. H. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. BACKFILL PLACEMENT NOTES I. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. IF COMPACTION CANNOT BE ACHIEVED IN THIS 4-FOOT ZONE, REPLACE THE REINFORCED SOIL IN THIS ZONE WITH DRAINAGE AGGREGATE MATERIAL. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 95 PERCENT OF THE SOIL S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) FOR THE ENTIRE WALL HEIGHT. B. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 100 PERCENT OF THE SOIL S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. C. MOISTURE CONTENT: WITHIN 2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. D. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5. IF CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS IS TO TAKE PLACE WHEN THE SOIL IS SUSCEPTIBLE TO FREEZING ALL SNOW, ICE AND FROZEN SOIL MUST BE REMOVED BELOW THE FOUNDATION OF THE WALL SYSTEM PRIOR TO PLACED ANY STRUCTURAL FILL. ONCE CLEAR OF FROZEN SOILS, THE FOUNDATION SOILS MUST BE PROTECTED FROM SUBSEQUENT FREEZING. THE FOUNDATION IS CONSIDERED TO EXTEND FROM THE FRONT OF THE BLOCK TO THE REAR OF THE REINFORCED SOIL ZONE. THE EXCAVATION WILL NEED TO BE PROPERLY OVERSIZED (PER GENERAL NOTE #3) TO PROVIDE LATERAL SUPPORT FOR THE NEW, UNFROZEN STRUCTURAL FILL SOILS. PROVIDING OVERSIZING AND A SAFE BACKSLOPE FOR CONSTRUCTION WILL SIGNIFICANTLY INCREASE THE SIZE OF THE EXCAVATION. THE ENTIRE EXCAVATION, INCLUDING SIDE WALLS, WILL REQUIRE PROTECTION AGAINST FURTHER FREEZING. 6. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. CAP UNIT INSTALLATION NOTES I. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. WALL CONSTRUCTION TOLERANCE NOTES I. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS I-I/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.I. STRAIGHT LINES: PLUS OR MINUS I-I/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS I-I/4 INCHES OVER ANY 10-FOOT DISTANCE. FIELD QUALITY CONTROL NOTES I. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. OWNER TO EMPLOY A QUALIFIED INDEPENDENT THIRD PARTY TO VERIFY THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 2. THE OWNER, AT THEIR EXPENSE, WILL RETAIN A QUALIFIED PROFESSIONAL TO PERFORM QUALITY ASSURANCE CHECKS OF THE INSTALLER S WORK. 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE,INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. UTILITY NOTES I. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE VEC MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. GENERALNOTES I. SOIL STRENGTH PARAMETERS WERE PROVIDED IN THE PROJECT GEOTECHNICAL REPORT, PREPARED BY BRAUN INTERTEC DATED 3/8/19. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE PROVIDED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER S REPRESENTATIVE TO NOTIFY VEC SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY VEC MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. DESIGN SOIL PARAMETERS: A. REINFORCED SOIL: IMPORTED/ON-SITE SAND WITH SILT (SP-SM) PHI = 34 DEGREES GAMMA = 125 PCF. B. RETAINED SOIL: IMPORTED/ON-SITE SAND WITH SILT (SP-SM) PHi = 34 DEGREES GAMMA = 125 PCF. C. FOUNDATION SOIL: IMPORTED/ON-SITE SAND WITH SILT (SP-SM) PHI = 34 DEGREES GAMMA = 125 PCF 3. ANY EXCAVATION BELOW THE WALL SHOULD HAVE PROPER I:I LATERAL OVERSIZING. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT OF THE GRAVEL LEVELING PAD AND THE BACK OF THE LOWEST REINFORCEMENT LAYER. REFER TO DETAIL 7 ON SHEET W4 FOR ADDITIONAL INFORMATION. 4. WALL STATIONING SHOWN ON SHEETS W2 AND W3 IS NOT RELATED TO ANY OTHER STATIONING SHOWN ON THE GRADING PLANS. STATION 0+00 IS ON THE LEFT END OF THE WALL AS SEEN FROM THE FRONT OF THE WALL. 5. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE GRADING PLANS PREPARED BY KIMLEY-HORN DATED 9/3/19 (REVISION 3). IF OTHER GRADING PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALLS MAY NEED TO BE REDESIGNED. 6. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ROCKWOOD CLASSIC 8 SEGMENTAL RETAINING WALL UNITS AND STRATAGRID SG 200 GEOSYNTHETIC REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 7. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 8. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE PERFORMED BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS PREPARED BY VEC. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTERINDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO VEC OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 9. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE SITE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, VEC MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 10. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. NORTH WALL, EAST WALL, STA n+nn cT n n nn WALL LOCATION SKETCH NOT TO SCALE) SHEET I NDE SHEET N0. SHEET DESCRIPTION WI TITLE PAGE AND WALL NOTES W2 - W3 WALL ELEVATION VIEWS W4 - W5 SECTIONS AND DETAILS W5 WALL-SPECIFIC CROSS-SECTIONS l0 p W Q Z W z w O tn W j Z c o Z W N fn J W Q Z Z j O U N W 0 W N LL Z w a Q 0 N W o N a w 2 H m J a p W W w a a U w a m W - W a ~ 2 H O m Z 0 U Q` O U N Q. w U H W Q V / J Q Q V Z Z pp Q / W LL z Q VJ Z Z a W W wU vI7 Q L Or w j SHEET: c z Q Q UX W 0z QJ xH o zZ w J U Q W Z Z J U H Z w H Q 0 Z 0 Ha U Nw 0 0 Z w OF: W p Q U z w z z r Jc x Z U Z i v U Wa W fn J a a W U N o F J N O 0 O ( a w o z m cn Q o w p Z J ~ WI I 5 TITLE PAGE, WALL NOTES AND WALL LOCATION SKETCH 945 944 J I I I I I I I I I I I I_ ----- I I I 943 I I I I I II------I----- ------ -----I----- ------I— ---I-------------I- 942 --- ---- -- ---- ---- ---- -- ---- --- -- ---- 941----- -----------L-----------J -----L-----------— ---L----------- 940 II --- ---- -- ---- --- ---- -- ---- I --- I --- I I 939---------------------------- ----------------- I I EL=938. 7 938J --- I ---- I I I ---- I ---- I -- I I I EL=938. 0 937 - - - - I - - - - -I - - - TOPII OF BLOCK - - I I EL=936. 67I EL=937.3 EL=936.00 1 2 I 2SG00SG 00936 ____ I ____ I I I I I I ___ , b I I I EL=935.33 ' - 935 — EL=934.67 __ I SG 200, .5' I I EL=934.001 I I I I, I 934—II II II I SG 200, SG 200, ' EL=933.33 I I I I I ---- SG 200, 4' SG 200, 4' 933 I E=932.67 I I SG 200, 4' — --— -- SG 200, (' SG 200, 6' 932 EL=932.00 * - * - I I I - - - - 931 , G 200, d' _ I SG 200, l5' SG 200, 4'I EL=930.33___ ____ EL=930. 3 930 EL=929_67 _____L_____I ____ EL=929.67 I I I I I 929 I I I II II --- II -- II --- II --- II -- II ---- I 928— I --- - --- --- - --- o n o n o n o n o n O O N N N N Lf Lf O O O O O O O O O O O O Q Q Q Q Q Q Q Q Q Q Q Q ROCKWOOD CLASSIC 8" - ELEVATION VIEW NORTH WALL (MAXIMUM BEARING PRESSURE = I 500 PSF) W2 (SCALE: I"=5'-0") I -- II -------------------- EL=940.00 EL=939.313 SG200,7.5' SG 2Q0, 6' _ I __ SG 200, 6' SG 2(0, 6' _ __ SG 200, 6' SG 2.(0, 6' _ __ SG 200, 6' SG 200, 6' EL=931.0 ___ r ___ __ ____ EL=931.00 I 7— I __ I ____ BASE OF WALL o in o n n n O O O O W4 v~i v~i v~i v~i TYP) 945 I I I I I I I I I I I —945 944 ----- IGRADE BEHINQ WALL ------------------- -------------- ----------------- ------------------ —944 943 --- I I I---- --------------L-----------_ TOP OF BLC CK ---------------- ---------- —943 942 EL=941.33 I-------- I EL=941.33 I I I I I ------------T P F CQP ---- —942 941 I EL=940.67 I I I I EL=940.67 I - - - - - - - - - - - —941 940 G 200, 6,r----------- fi---- Et=4 o-- ----- -------------- --Et=4 o------ I-- - - --I-- - - r939_3 _- 940 939 I I I I I I I I I I I —939 938 G 200, 4. '' I I I G 200, 4. '' I I I G 200, 4. '' I —938 937 I , — — — , — , ------ E=93.00 -- — — J — — --937 L=936.33 936 G 200 ' _ _ G 200, 4. E =935.67 _ _ _ _ _ _ 936 EL=935.00 935 I I I ------— I I I I I I ------------ —935 EL=934.33 EL=934.33 934 —r-------- --fi------r-----------fi------ -------- 934 r------ —--------------- —---------------------------------3AS€-0E—INA L---------------- 933 FIM HED GRADE A BASE I I---------- -----------------T--------------- ------------ —933 932 ------I ------I------ I ------I ------I------ I ------I ------I------ I ------I ------I---------------------------_932 931 931 O LA O O LA O O O N Nn 'n ° ° °O oO °` °` + + + + + + N N N N N N a a a a a a a W[, a a a a a a a a a cn cn cn cn cn cn cn ( TYP) cn cn cn cn cn cn cn cn cn ROCKWOOD CLASSIC 8" - ELEVATION VIEW NORTH WALL (MAXIMUM BEARING PRESSURE = 1,500 PSF SCALE: I"=5'-0") W4 \ W4 5 W4 945 944 T----------------- -------T------ ------ GRADE BEHIND WALL ----------------------------- TOP OF CAP --------------- ------ —943 EL=941.33 EL=941.33 EL=941.33 — 942 EL=940 67 EL-940.67 941 SG 200_6' —940 SG 200, 7_5' _ SG 200, 7_5' _ SG 200, 7_5' _ SG 200, 7.5' — 939 SG 200, 4.5_ —938 SG 200, 6' SG 200, 6' SG 200, 6' __ __ SG 200, 6' — 937 SG 200, 4.5' —936 SG 200, 6' _ SG 200, 6' _ SG 200, 6' — 935 SG 200, 6' SG 200 ' SG 200, 6' EL=933.67 —934 EL 934.33 EL=933_00 _ - - ---------- -------- EL=932_33 33 EL=931.67 __ - --- ----------- --- --- —932 T— —— —— FINISHED GRADE AT BASE ------------- ------ ----------- —931 930 929 928 0 O Q in o in oO O O O — 951 i i i i —951 950 —950 TOP OF CAP ----- -- ----------- ------ ----- --- ------ ---------- 948 — I I --I--- I , L----------- —948 947 L=946.70 I I I I GRADE BEHIND WALL ------'- ----- -------------------- —947 EL=946.031 I ----- ---- ---------------I---- 946 I E=945.3 ----- TOP OF BLOCK ---- -------------------- —946 945 SG 200, ' — T — T — T 200, 7' I E=944.70 --- -------------------- —945 944 EL=944.03 — 944 SI 200, 5.5 SG 2, 5.5 EL=943.37 ----- 9 4 3 SG 200, 6 5' I I SGI 200, 6.5' I SG 200, 4.5 E L= 9 4 2. 7 0 — 9+ 3 9+2 - - I - I - I - - - - - - - - EL=942.03 — 9+2 G 200, 5' SG 200, 5' , G , 941 SG 200, 6 5' + + SG 00, 6.5' _ _ _ — — — — _— —_ _ _ _ _ SG 20 ' SG 200, 4' - - EL=940.37 EL=940.37 —941 940 __ ---------- -- I----- EL=939.70 00 ' G 200, 5' ___ EL=939_03 ___ _ _ _ _ _ , 939 SG 200, 6 5' I I I ,. -- -- E=93s.3 939 938 — — — ,----- T rt----_ -- —BA QEJ IIALL------------ ---------938EL-937 70 EL-937.03I 937 — — — — ------------- --------- ---------------------------- 937L=936.37 I ---------------- I ------ I ------I------- I ------I------ I ------------------- ------ ------------ --- 936--------I---------- –L------I------------------- i i i i —936 935-- – – – – – –I– – – I FIINISHED GRADE AT BASE I _ _ _ _ _ _ 935 934-------------------------------------------- ---------------------------------------------------------r934 o o , o o o o o o o O O — — N N N N 7 7 O O I I a0 a0 O O O O O O O O 4 O O O O O O O O O O W4 ROCKWOOD CLASSIC 8" - ELEVATION VIEW ( TYP) EAST GARAGE WALL (MAXIMUM BEARING PRESSURE = 1,500 PSF) SCALE: I"=5'-0") ON Q LEGEND INDICATES REINFORCEMENT LENGTH AND/OR ELEVATION CHANGE X - DETAIL NUMBER WX - SHEET NUMBER X - INDICATES LOCATION OF SECTION CUT WX o w 0 Q z w z w o in w z c o Z w a, Q N J w a z i o U N w o w N w z a a o o n u W O N H a w m J a p w o w w a a U w a m W W a ~ r m o> W 3 w c Q z w o a w a Q X 0 m w Z o z U J W 2 U N O Z Z U H W W Q J U V / Q Q W ZZ a Z m Q "" w woaz 7 = Q Z O Q W J W J W U wU o a C/) Z z O U 0 w O W o z w SHEET: OF: W2 WALL ELEVATION VIEWS 5 B u w J Q O UN N 7 W4 948 947 ______I I I I I I I I I I I I I L r -----------T----------- T------ - ----T------------ T--------------- 946 ----- ------I------ ------ ----- I ---- -----TO OF BLOCK I I EL=945.0 EL-945.00 945-------I-------I------ I------I------ I------ I------I-------I ----- I I I_ ft=9 4------- 944---------------- I I I I EL=943.67 I I I I EL=943.00 I I I I 943—I I SG 200,.5' _ _ _ _ SG 200, 8.5' _ _ _ _ _ _ SG 200, .5' L=942.33 I I I I I - - - - - SG 200, 6.5' SG 00, 6.5' SG 200, 6. ' 9+2 I EL 941.67 I - - - - - - - - - - - - I I 941 EL=9 i.00 I I SG 200, 5' I I I I I I I SG 200, b.5' SG 200, 7.5' SG 200, .5' 940 - - - - - - SG 200, 5.5' I _ _ I _ SG 100, 5.5' - I - - I SG 200, 5. ' - T - T - - - - - - - - - - - - - - - - I I 939 4.5' I _ I_ _ I_ _ ISG 200, 4.5' I I I I I I I SG 200,1.5' _ 1 __ __ SG 200, 7.5' __ __ __ SG 200, .5' 938 EL-9 33 I ISG 200, 4.5' SG 200, 5.5' i __ i _ SG 00, 5.5' _ __ i SG 200, 5. ' I -- - i i i i i i i i 948 947 946 EL=945.00 EL= 45.00 9 4 5 944 SG 200, 8.5' _ _ _ _ _ _ SG 200, 8.5' _ _ —943 942 SG 200, 7.5' SG 200, 7.5' —941 940 SG 200, 7.5' _ _ _ _ _ _ SG 200, 7.5' _ _ —939 938 937 —I I _ E-936.6 _ I ,, _, _ ' _ _ _ _ _ _ _ _ _ _ ' SG 200, /.5' + SG 200, 7.5' SG 200, .5' SG 200, 7.5' SG 200, 7.5' —937 936 I I -I--- E=936.- I I I I I I I - - -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- —936EL=935.33 EL=935.33 SG 2, .5 SG 2, 7.5 SG 2, .5 SG 2, 7.5 SG 2 7. 935J - - - - - r - - - - - - - I I ------I------rt-----------I------rt- ---- - * EL-934.6 - - - - - - - - - - - - - - - - - - - - - - - - - - - EL- 34.67 —935 934 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I ----I----=-?-----------=------ _ - - - - - - - - - - -_- - - ------------=-------------- — 934I_______I______ I__ EL 934.00 SG 200, 7. SG I-------I- --- I------ B 1SE OF WALL - 933 I - - - - - - - - - - I _ I I- - - - - I 1 I - - - - - - - - - I- - - - - - --------- E=932.6 --- ------------------- —933 EL 933.33 --------- -------- EL 933.33 932 ----------------L-----------------L-------------- I I ----------L--------- - -- --- FINISHED GRADE AT BASE -- - ---- --- - --- —932 931— I -- -- -- -- --- -- -- -- -- - -- --- -- - ---- --- - --- o n o n o n o n o n o in o n o in o in O O N N N N L[ L[ O O I I OO OO Q` Q` 0 0 O 4 + + + + + O O O O O O O O O O O O O O O O O O O O — — — a a a a a a a a a a a a a a a a a a W4 a a a a a TYP) ROCKWOOD CLASSIC 8" - ELEVATION VIEW EAST WALL (MAXIMUM BEARING PRESSURE = 2,000 PSF) W3 (SCALE: I"=5'-0") ON a N a 0 Nj a 948 , , , , TOP OF BLOCK GRADE BEHIND WALL —948 947 I-- I I ---I------rt------fi------I------rt I -- 947 TOP OF CAP I---- I ----- I --- I --- I I -- 946 II -- - EL=945.67 EL=945.67 EL=945.67 —9+6 945 EL=945.00 EL=945.OI0 EL=945.00 — 945 944 I I I I I I I SG 200, 6.5' SG 200, 6.5' SG 200, 4.5' SG 200, 4.5' SG 200, 4.5' —944 943—' - - - SG 20'= - - - SC 200,7' -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- —943 942 I I I I I I I I I J —942SG200, 5.5' SG 200, 5.5' SG 200, 4 _ _ , _ _ _ _ _ _ _ _ EL_941.33 _ 941 SG 200, 6.5'I I I I SG 200,6.5' I I I SGI200, 6.5' -------- ---- --- ---- ---- --- -- - ---------------- E=94o.e --------------- -------941 r r r r r r , EL=940.00 I SG 200, 5.5' _ _ 00=5.5 EL=939.33 q3g SG 200, 6.5' SG 200, 6.5' SG 200, 6.5' -- -- - - - EL=938.67 I I I —939L L L L L L ----------------- ------------------------------------------------------------ G 200 EL-938.00 — 938938 I I I I I I I I I -- -- - ------------L------------------L----------- EL=937.33 ----------- -----------I------------------I------------------I----- 937— SG 200, 6.5' SG 200, 6.5' SG 200, 6.5' EL=936.67 —937I------------------I------------------I------- EL=936.00 936 I I I I -------I----- ------------------------------------------------------------------------- —936 EL=935.33 935 67 rt - rt - rt ------fi------I------rt--- I I ------ ----------1------------rt------ fi------------rt------ fi------------rt------ fi---------- —935 934 ------ ------------ ------ ------,- BASE OF WALL ------------- ------ ------------ ------ ------------ ------ ----------- —934 933 ------I------ I------ I------I-- FINISHEQ GRADE AT BA SE ----I--- ----- ------------ ------ ------- ------------- ------ ------------ ------ ------------ ------ ----------- —933 932------I------------L------I_ I I ----I----- I --L--------------------------------------------------------------------------------------------------------------- —932 931— r r r r r 931 I------------------I------------------I------------------I------------------I------ o in o n o in o n o n o in o o in o in o in o in o n o in o Ln Ln D D I I aD aD O / O O O — — N N N N 1 1 ln ln O O I I aD t t t t t t + + t '+ + t t t t t t t t t t t t t t t t + N N N N N N N N N N N N N N N N N a a a a a a a a a W4 a a a a a a a a a a a a a a a a a a cn cn cn cn cn cn cn cn cn ( TYP) cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn ROCKWOOD CLASSIC 8" - ELEVATION VIEW 2 EAST WALL (CONTINUED) W3 (SCALE: I"=5'-0") W4 W4 949 I I I I I I I I I I I I I I I I I I I I — 949 948 ---- --- --- ---- --- --- ---- ---- I I I I --- ---- I I I ---- ---- --- --- --- —948 I I I-------I----- I I I----- I I I I9+7 I ------------------ - - - - I -- - I - --- EL=946.70 —947 J__-___L__--_ I I ____L__--__L__ I _---_L__----L-_ GRp,DE BEHIND WA LL I___ I __ I TOP OF BLOCK I EL=946.03 946 ---------------- I I I-------------- I I I I I I I I EL=945.37 I —946 945 --------------- I TOP OF CAP ----------- I-------------- I I I I I I E=9aa.o I I SG 200, 7' SG 00, 7' —945 EL=944.p3 I -= I -- I -- I 944— I EL=94 .37 EL=94 .37 EL=943. 7 I I I — 944 943 I I I SG 200, 6.$' I I SG 200, d.5' I I SG 200, 6.5' SG 2 0, 6.5' —943 q42 SG 200, 4' I __ I SG 200, 4' I _ I _ SIG 200, 4' 8G 200, 5' I __ I __ 9G 200, 5' I __ I __ I SG 200, 5' I - T - T - T - T - T - T -- -- —942 EL_9 03 ___ I I I I I I I I I I I I I I I I I 941 I I _ EL=940_37 __ SG 200 4'_ _ S 200, 4' I I I I I I SG 200, 6. _ L _ L SG 200, (5' _ L _ L SG 200, 6.5' __ __ SG 2 0, 6.5' —941 940940 I I I =939_0 __ I _ 4.5' __ I __ S 200, 4.5' I -- I __ I SG 200, 4.5' I I I I I I EL=93 .03 g3g --------- I I I I ---- -- EL=938 37 I , I I I SG 200, 4.5' SG 200, 6. SG 200, (5' SG 200, 6.5' , , SG 2 0, 6.5' —939 t_ _ _ — _t _ t — _t _ t 938— ----- ---- =93 0 ---- ---- ------ - -- - ------------------- —938 rt-----------------rt------ ------rt-- EL=937.3 r -- EL=937 3 t G 200, 6.----------- S i 00, .5 --- , . 937-----------T----------------- I I I I I -----r-- --I ------ „, r EL=936.37 T T T T ,,r EL=936.37 ,,,, EL=936,37 , --937 936 - - - - - -I I I I _ B _ E QFWACL_ _ _ _ _ - -1- - - - - - I - - - - - I I I I I I 1,,„,,,, r,,,,,1,,,,,, r,,,,,, —936 935 ----- ---- ---- ---- --- IF1f 1S 1ED 1 jDEAT-B CSE I-------I------ I ------I ------1------ I ------I_ ---- --1------ I --------------------------------- 935 934----------- I-----------------I-----------------I-----------------I-----------------I-----------------I-----------------I------ I 934 O LA O LA O LA O LC> O Lf O O Lf O A O O N N K) K) 1 1 O O I I a0 a0 O O O O N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ _ _ _ _ _ a a a a a a a a a a a a a a a a a a a a a a a a a a ROCKWOOD CLASSIC 8" - ELEVATION VIEW 1WEST GARAGE WALL (MAXIMUM BEARING PRESSURE - 1,500 PSF) SCALE: I"=5'-0") 931 o in o T Lf LEGEND INDICATES REINFORCEMENT LENGTH AND/OR ELEVATION CHANGE X - DETAIL NUMBER WX - SHEET NUMBER X - INDICATES LOCATION OF SECTION CUT WX o w 0 Q z w z w o in w j z c o Z W N Q N J wQZ Z j O U N w o w N w z Qa o o n u w O N a w H m J a o w o w w a a U w a m w a ~ x r m o> w 3 w c Q z w o a w a Q X 0 m w Z o z U J W 2 U N O Z Z U H W W Q J U V / J W ZZ a Z m Q -- W woaz z = Q Z O Q W J W J W U wU o a C/) Z z O U p w W o z w SHEET: OF: W3 0 O N 0 z , c w u w J Q O UN w in NQ 0 WALL ELEVATION VIEWS 5 PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMFflIOTFI V 4R(1\/F THF CPFfIFIFfI PI 4fFMFNT FI F\/TI(1N IN 4 MONNFR THOT rKiNc;ir t REINFORCEMENT DIRECTION ROCKWOOD CLASSIC 8" INSIDE CURVE W/ GRID W(F ( NOT TO SCALE) EXISTING STRUCTURE EXISTING STRUCTURE FILTER FABRIC BEHIND TWO BLOCKS, EXTENDING BACK 2 FT. NEXT TO THE EXISTING STRUCTURE FIRST COURSE SPLIT WHOLE UNIT IN HALF AND INSTALL ONE OF THE PIECES ADJACENT TO THE EXISTING STRUCTURE TO MAINTAIN RUNNING BOND r------- --- .. 4 _ -t I a; r `, '_ a % i- '? x' .? ,f?=.'-v,:-f u';r z .z d;=J:-f . I I FILTER FABRIC BEHIND TWO BLOCKS, EXTENDING BACK 2 FT. NEXT TO THE EXISTING STRUCTURE SECOND COURSE ROCKWOOD CLASSIC 8" Z WALL ABUTTING EXISTING STRUCTURE W(F (NOT TO SCALE) L PRINCIPLE MINIMUM RADIUS REINFORCEMENT 4 FT. TO FACE DIRECTION STEP I- PLACE REINFORCEMENT SO LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. 2" TO 3" OF SOIL OVERLAPPED REI SOIL AND REI STEP 2- LAY THE NEX MAKE A MARK ON THE I IN THE AREAS THAT AF BACKFILL AND COMPAC STEP 3- PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED. ROCKWOOD CLASSIC 8" 3 OUTSIDE CURVE W/ GRID W(F (NOT TO SCALE) SAW CUT AS REQUIRED TO CONSTRUCT 90 DEGREE MITERED CORNER \ TOP SPLIT FACE AND END WALL FACE 1. A L W AY S S TA R T C A P P I N G W A L L F R O M T H E L O W E S T E L EVAT I O N. 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR-GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. 6. REFER TO DETAIL 2 ON SHEET W3 FOR ADDITIONAL INFORMATION. ROCKWOOD CLASSIC 8" CAP BLOCK DESIGN DETAILS W(+ (NOT TO SCALE) I I—`-zi-o I I ROCKWOOD CLASSIC 8" 5 NORTH WALL AT STA. 0+85 W[+ (SCALE: 3/8"=1'-0") 4 W4 W3 3 W2 70 5 W4 I sc 200, I I I 12 INCHES OF FREE I I I I jDRAINING AGGREGATE I I I I I SG 200, 6.5' I I I,- SG 200, 6.5' SG 200, 6.5' Ili,l III III i II li' III iii i i II I I II I I I I I I I I I I SG 200, 6.5' III I 3 I III-111- I - - W4 6 I I Ill i, l 6„'' II I I,II i_ I W4 II II I I I III , II _ 2-0°_ I II i- ' i' ROCKWOOD CLASSIC 8" 6 EAST GARAGE WALL AT STA. 0+05 W[+ (SCALE: 3/8"=1'-0") 4 I 4 W4 I I II i% I' I I I I i i i i i I I I I I I W 3 y/j jj jjj j I I I I= I1 I SG 200, 8.5' I I I I- I III II1= i i i i ; I I I I I I I SG 200_7.5_ - i i -I I I I I W3 --;--12 INCHES OF FREE I _ DRAINING AGGREGATE I=I I II I I i 1 _ _ _ SG 200_7.5_ _I _ o ; I I II _ I I i%;`% I I I I I I 5 ' SG 200_7.5_ I I I W4 I I I I I I I- I SG 200_7.5_ - - T- -- -_ 1 — — SG 200, 7.5' - 13 I = - I I II II II IIIIIIIII I W4 I b II _ II I I II II1-1II III- II II i 6` I W4 II II II, III„ I III,,III,,III II I III r_o° I I _ I I I— -I 1 I I I- _ I ROCKWOOD CLASSIC 8" 7 EAST WALL AT STA. I+00 W(+ (SCALE: 3/8"=1'-0") III I I I I I I`I I I 6" I I I I W4/ I II II I I I I I I I I I I I , I I I— I I I I' I t2'-o"I i 11 I I i i i I ROCKWOOD CLASSIC 8" 8 WEST GARAGE WALL AT STA. 1+20 W(+ (SCALE: 3/8"=1'-0") o Q z 7 z W o in w z c o Z w N fn J W Q z z i o U N W o , W N o Z Qa W tn LU W Z O N a w m J a p w o w w a a U w a m w — W a ~ 2 H m W 3 w c Q z w o a w a Q X 0 zm w o Z U J W 2 U N O Z Z U H W W Q J U Z 0 a rJ V 2 Z U Z i v U Wa w fn J a a W U N o J N 0 0 o cn a W O Z m N Q o w p Z J ~ J J ZZ a Z ppO Q -- W woaz z= Q VJ Z aO W J W J J W W U wU o az Z O " W w ? o 0 o z w SHEET: OF: W5 5 SECTIONS AND DETAILS CITY OF nl0 PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street Suite 1; Monticello, MN 55362 City of Monticello CERTIFICATE OF OCCUPANCY This Certificate is issued certifying that at the time of issuance, this structure was inspected for compliance with the requirements of the 2015 Minnesota State Building Code and ordinances of the City regulating building construction for the following: Building Address: PIN: Legal Description: Zoning District: Permit No: Work Activity: Construction Type: Occupancy: Occupant Load: Fire Sprinkler: Owner Name: 9872 HART BLUD 155117002010 RIVER VIEW SQUARE B lock 002 Lot 001 2019-00476 NEW CONSTRUCTION VA A-3, I-1, S-2 880 Y MONTICELLO SR HOUSING OWNER LLC Owner Address: 17550 HAMLOCK AVENUE City, State, Zip: L,4KEVILLE, MN 55044- ec, a?4,i D Ronald G Hackenmueller, Building Official #B0002915 Comments: Date ITEMS NOT COMPLETED AT F1NAL 1NSPECTION: NONE www.ci.monticello.mn.us This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY- HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW. KIMLEY- HORN.COMK:\ TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\ PlanSheets\C0-COVER SHEET.dwg August 13, 2019 - 1:00pmBYREVISIONSNo. DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/ 2019DSS2CITY COMMENT & UTILITY COORD.08/ 12/2019DSSPREPARED FORCOVER SHEETC000MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCNORTH VICINITY N.T.S. SITE MONTICELLO, COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A34" X22" SHEET. 3.ALL NECESSARY INSPECTIONS AND/ OR CERTIFICATIONS REQUIRED BY CODES AND/ OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.NOTES: LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. CONTACT: RYAN HYLLESTAD, PLA GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 TELEPHONE: (952) 995- 2000 FAX: (952) 995-2020 CONTACT: JAKE A. WOTCZAK, PE PROJECT TEAM:SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER BLVD. N., SUITE #1 STILLWATER, MN 55082 TELEPHONE: ( 615) 275-8969 FAX: (615) 275- 8976 CONTACT: DANIEL THURMES ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ALAN L. CATCHPOOL , PE 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE ( 651) 645-4197 ARCHITECT AYRES ASSOCIATES 215 NORTH SECOND This document, togetherwiththeconceptsanddesignspresentedherein, as an This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC. 2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY- HORN.COMK:\TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg August 13, 2019 - 1:00pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FORGENERAL NOTESC100MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/ 2019AS SHOWNDSSDSSALCGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02,ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE,THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR.10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER.14.ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF MONITCELLO'S GENERAL SPECIFICATIONS AN STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION, DATED APRIL 2017, LOCATED ON THE CITY'S WEBSITE, ENGINEERING DEPARTMENT.TYPICAL OWNER/ ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES:PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO:DENSITY TEST REPORTS BACTERIOLOGICAL TESTS OF WATER SYSTEM PRESSURE TEST OF WATER/SEWER LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET.3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS.5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D. I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE.7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING.9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED.10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT.17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION.21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED.22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS.25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES.4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES.5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED.6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION.11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER.16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION.17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF MONTICELLO AND MN/DOT SPECIFICATIONS.18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS.21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET.24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR.5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE.6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE.13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS,SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT.16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF MONTICELLO ENGINEERING DIVISION.17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER.EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0. 5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS.2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE.3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS.2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U. T.C.D) AND CITY STANDARDS.3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT.7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A. C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS.9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SER VI C E WAT E R RISERSPRINK L E R RIVERVIEW DRIVE (CO. RD. NO. 39)HAR T B O ULE V A R D HART BOULEVARDMISSISSIPPI DRIVE 1 2 3 4 5 6 7 8 9 10 11 12 B B DB PROTECT EXISTINGTREES ON NEIGHBORING PROPERTIES TYP.)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\ TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg August 13, 2019 - 1:00pm©BYREVISIONSNo.DATE0PERMIT SET05/ 15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/ 2019DSSPREPARED FORTREE INVENTORYANDPRESERVATIONPLANC200MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA05/15/201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/ 2019AS SHOWNRAHMPIRAHLIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE' S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANYCONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE.PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS DRIP LINE NO SPECIMEN TREES PRESENT ON THIS SITE NON-SPECIMEN TREES SAVED:0 CAL. IN.NON-SPECIMEN TREE REMOVAL: 94 CAL. IN.NON-SPECIMEN TREE MITIGATION REQUIRED: 0 CAL. IN.TREE MITIGATION DATA 1.PRUNING WILL BEDONE BY PROFESSIONALS DURING APPROPRIATEPRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATIONOF MACHINERY, ORDEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE- LINE WITHOUT APPROVAL IN WRITING FROM CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES.4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD) HAR T B O ULE V A R D BITU MI N O US P U BLI C R O A D) HART BOULEVARD( BITUMINOUS PUBLIC ROAD)1000215973.1528295. 4957.341BMBAUR MNDT AZ MKMISSISSIPPI BITUMINOUS PUBLIC ROAD) DRIVE B B B CONTRACTOR SHALL PROTECT IN PLACE EXISTING 10 IN PVC SANITARY SEWER.A A CONTRACTOR SHALL COORDINATE PRIVATE UTILITY RELOCATION OF FIBER AND VAULT.C C CONTRACTOR SHALL COORDINATE PRIVATE UTILITY LOCATION OF FIBER AND VAULT. D CONTRACTOR SHALL PROTECT IN PLACE EXISTING PRIVATE ELECTRIC POLES. THE CONTRACT SHALL COORDINATE GUY WIRE RELOCATION.E E F F GG H H I I I I I I CONTRACTOR SHALL PROTECT IN PLACE EXISTING UTILITY PEDESTALS.H This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_ LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg August 13, 2019 - 1:00pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FORDEMO PLANC201MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALC1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC.SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH MONTICELLO, WRIGHT COUNTY AND MN/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/ PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF MONTICELLO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED.13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES KEYNOTE LEGEND REMOVE EXISTING CURB PROTECT IN PLACE EXISTING SANITARY MANHOLE, RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD) HAR T B O ULE V A R D BITU MI N O US P U BLI C R O A D)HART BOULEVARD(BITUMINOUS PUBLIC ROAD) MISSISSIPPI BITUMINOUS PUBLIC ROAD)DRIVE RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD) HAR T B O ULE V A R D BITU MI N O US P U BLI C R O A D) HART BOULEVARD( BITUMINOUS PUBLIC ROAD) MISSISSIPPI BITUMINOUS PUBLIC ROAD)DRIVE 4061. 83%1377B 2. 15%1.94% 2. 60%2.28%1. 93%2.45%3.47% 19.28%1.74%A A A A A A A A A A A B B B C E C E D D D D D D SEDIMENT TRAP # 1 SEDIMENT TRAP # 2 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_ LDEV\ Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\C3- EROS PH1 PLAN.dwg August 13, 2019 - 1: 01pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/ 201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCLEGEND NORTHPH. I BMP QUANTITIES SILT FENCE 1,200 ± LF ROCK CONSTRUCTION ENTRANCE 2 EA CHECK DAMS 16 EA DIVERSION DITCH 837± LF SEDIMENT TRAP 2 EA INLET PROTECTION 9 EA DRAINAGE AREA AND SEDIMENT TRAP TABLE TRIBUTARY DRAINAGE AREA SEDIMENT BASIN VOLUME SEDIMENT TRAP #1 2.61 AC 9,400 CF SEDIMENT TRAP #2 2.41 AC 8,680 CF EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION.2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS.5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION.7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR.8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL,CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION.IMPORTANT:THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE ENGINEER AND OBTAIN WRITTEN ENGINEER APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK)2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP.THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT ENGINEER APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY;HOWEVER, GC MUST NOTIFY THE ENGINEER AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/ OR REVISED DRAWINGS THAT HAVE THE ENGINEER NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM ENGINEER. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE ENGINEER OF RECORD FOR THE PROJECT.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION RIVERVIEW DRIVE (CO. RD. NO. 39)HAR T B O ULE V A R D HART BOULEVARDMISSISSIPPI DRIVE SERVICE WAT ERRISE RSPRI NK L E R93093594092892993193293393493693793893994194294394494 4 940939939 939941942943943945943944946947 948940945941942943944 9469479489459449469 4 6 9 4 6 947 94 794 99459 4 394494694594194294394494693093594093193293393493693793893993594 0945 931932933934 93 6 93793893 994194 2943944946947 9 4 8 948 932 932 933 933 934 934930935940945929931932933934936937938939941942943944 946 947 948 949 925 930 935940 926 927 928 92 9 93 1 932 933 934 936 937 938 939 B D C D C C C C C C C C C C CC C C E E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY- HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\ TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\ CAD\PlanSheets\C3-EROS PH2 PLAN.dwg August 13, 2019 - 1:01pmBYREVISIONSNo.DATE0PERMIT SET05/ 15/ 2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO. ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCEROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS.5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS.6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION.7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR.8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE.2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM,CURBS AND GUTTERS.3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.5.PREPARE SITE FOR PAVING.6.PAVE SITE AND INSTALL STRIPING.7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS TIMING OF CONTOL MEASURES THE FOLLOWING CONTROL MEASURES WILL BE COORDINATED WITH CONSTRUCTION ACTIVITIES: 1.STORM SEWER INLET PROTECTION SHALL BE THE FIRST ITEM CONSTRUCTED AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 2.SILT FENCE SHALL BE CONSTRUCTED PRIOR TO ANY SOIL DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 3.STRUCTURAL BMPS, SUCH AS DIVERSIONS, AND SEDIMENT TRAPS OR BASINS, SHALL BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE; 4.CLEARING, GRADING AND PAVEMENT REMOVAL WILL NOT OCCUR IN AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED; 5.INFILTRATION AREA SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. IN ADDITION RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE IMPLEMENTED TO KEEP ALL RUNOFF AND SEDIMENT OUT OF THE INFILTRATION PRACTICE. EROSION AND SEDIMENT CONTROL DEVICES WILL BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. CERTIFICATION OF COMPLIANCE WITH FECER, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS MINNESOTA POLLUTION CONTROL AGENCY GUIDELINES FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION ACTIVITIES. THE STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. BMPS SHALL BE INCORPORATED IN ACCORDANCE WITH THE NPDES/SDS STORMWATER PERMIT FOR CONSTRUCTION. DNR WILD AND SCENIC RIVER DISTRICT: THE PROPOSED DEVELOPMENT FALLS WITHIN THE DNR WILD AND SCENIC RIVER DISTRICT FOR THE MISSISSIPPI RIVER AND MUST INCORPORATE BEST MANAGEMENT PRACTICES (BMPS) IN ACCORDANCE WITH THE NPDES/SDS STORMWATER PERMIT FOR CONSTRUCTION AND BE IDENTIFIED IN THE SWPPP. MAINTENANCE AND INSPECTION RECORDS THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN 7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 2.ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER IN 24 HOURS. THE INSPECTION WILL BE COMPLETED BY THE EROSION CONTROL SUPERVISOR. 3.ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.BIO ROLLS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE CONCRETE BARRIERS. 5.INLET PROTECTION DEVICES WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FREE OF ANY TEARS. DEVICES SHALL BE INSPECTED TO ENSURE THEY ARE SECURELY IN PLACE. 6.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 7.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE. SPILL PREVENTION GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. 1.DESIGNATE AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, TAKING STEPS TO MINIMIZE SPILLS AND CONTROL THE RUNOFF FROM THESE AREAS; 2.PROVIDE WASTE RECEPTACLES AT CONVENIENT LOCATIONS. THE RECEPTACLES SHOULD BE COVERED AND THE WASTE SHOULD BE REGULARLY COLLECTED; 3.PROVIDE APPROPRIATE CONTROL OF EQUIPMENT WASH WATERS, SUCH AS CONCRETE WASHOUTS, TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND AVOID MIXING THE WASH WATER WITH STORM WATER; 4.PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, GASOLINE, AND OTHER POTENTIALLY TOXIC MATERIALS. THESE AREAS SHOULD PROVIDE CONTAINMENT TO PREVENT STORM WATER FROM ENTERING THE CHEMICAL STORAGE AREA AND PREVENT LEAKS FROM LEAVING THE CHEMICAL STORAGE AREA; AND 5.PROVIDE ADEQUATELY MAINTAINED SANITARY FACILITIES. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. 1.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS IT CANNOT BE RESEALED. 2.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ON SITE AND ACCESSIBLE AT ALL TIMES; THEY CONTAIN IMPORTANT PRODUCT AND SAFETY INFORMATION. 3.IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 1.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN A MATERIAL STORAGE AREA LOCATED ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3.ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4.THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5.SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. IN ADDITION TO REPORTING TO LOCAL AUTHORITIES, REPORT SPILLS TO THE MINNESOTA POLLUTION CONTROL AGENCY (STATE DUTY OFFICER: 800-422-0798 OR 651-297-8610). ANY SPILLS ABOVE THE REPORTABLE QUANTITIES LIMITS IN THE CODE OF FEDERAL REGULATIONS (CFR), TITLE 40, PART 302 SHALL BE REPORTED TO THE EPA NATIONAL RESPONSE CENTER (800-424-8802). THE REPORT WILL INCLUDE MEASURES TO PREVENT SPILLS FROM REOCCURRING AND INFORMATION REGARDING HOW TO REMEDIATE SPILLS IF A SIMILAR OCCURRENCE HAPPENS. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 6.THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 7.SPILLS WILL BE STUDIED TO UNDERSTAND WHY THEY OCCURRED AND PREVENTIVE METHODS WILL BE CREATED TO ENSURE SIMILAR SPILLS DO NOT OCCUR IN THE FUTURE. PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS: ALL ON SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT BASED MATERIALS USED ON SITE WILL BE APPLIED AND STORED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY SPILLED PETROLEUM PRODUCTS OF 5 GALLONS OR MORE SHALL BE REPORTED TO THE MINNESOTA POLLUTION CONTROL AGENCY AT 651-297-8610. PAINTS AND CLEANING SOLVENTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND SOLUTIONS WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE AND CONCRETE TRUCKS: CONCRETE, CONCRETE TOOLS AND TRUCKS ALL MUST WASH OUT IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED WITH CAST-IN-PLACE CONCRETE AS THE WASHOUT AREA. THIS DESIGNATED AREA MUST MEET THE MPCA AND EPA REGULATIONS OF A DEFINED CONCRETE WASHOUT AREA. THE FOLLOWING THREE OPTIONS ARE CONSIDERED AN APPROVED METHOD: 1.KEEPING ALL CONCRETE WASHOUT SELF-CONTAINED AND RETURNED TO AN INDUSTRIAL SITE TO BE DISPOSED OF IN A MPCA APPROVED MANNER. 2.PROVIDING A PREFABRICATED CONCRETE WASHOUT CONTAINER THAT ALL CONCRETE WASHOUT CAN BE COLLECTED IN. THESE CONTAINERS SHOULD BE MAINTAINED ON A REGULAR BASIS. 3.CREATING A SELF-INSTALLED WASHOUT FACILITY WITH AN IMPERMEABLE LINER. AN ENGINEERED CLAY LINER WILL BE CONSIDERED AN IMPERMEABLE LINER. FOR ADDITIONAL INFORMATION ON CONCRETE WASHOUT REGULATIONS, PLEASE SEE THE MPCA'S MEMORANDUM “CONCRETE WASHOUT GUIDANCE” AND THE EPA “STORMWATER BEST MANAGEMENT PRACTICES CONCRETE WASHOUT”. VEHICLE AND EQUIPMENT WASHING: IF VEHICLES OR EQUIPMENT ARE WASHED ON THE PROJECT SITE IT MUST BE DONE IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILAR CONTROL METHOD AND MUST BE PROPERLY DISPOSED OF. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER 2018 KIMLEY- HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\ Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\C3-SWPPP.dwg August 13, 2019 - 1:01pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSDESCRIPTION OF PROJECT AND CONSTRUCTION ACTIVITY PROJECT INFORMATION:PROJECT LOCATION:SEC OF HART BLVD AND CR 39 MONTICELLO COUNTY, MN MPCA ADDRESS: MINNESOTA POLLUTION CONTROL AGENCY CONSTRUCTION STORMWATER PERMIT PROGRAM 520 LAFAYETTE ROAD NORTH ST. PAUL, MN 55155-4194 PHONE: (800) 443-4729 WATER MANAGEMENT:THE CITY OF MONTICELLO 505 WALNUT STREET #1 MONTICELLO, MN 55362 PHONE: (763) 295- 2711 GEOTECHNICAL INFORMATION: GEOTECHNICAL EXPLORATION AND ENGINEERING REVIEW WAS DONE BY BRAUN INTERTEC. THE REPORT INDICATE 6-INCHES TO 3-FEET OF PREDOMINANTLY CLAYEY SAND OR SANDY LEAN CLAY TOPSOIL OVER VARIABLE DEPTHS OF SAND FILL, EXTENDING FROM 4 TO 12 FEET BELOW GRADE. NATIVE SOILS CONSISTED PRIMARILY OF SAND, AND SILTY SAND DEPOSITS. MEASURABLE AMOUNTS OF GROUNDWATER WERE ENCOUNTERED IN 5 OF THE 12 BORINGS,BETWEEN ELEVATIONS 916.5 AND 918.5.PROJECT DESCRIPTION:THE PROPOSED DEVELOPMENT PROJECT CONSISTS OF CONSTRUCTING AN APPROXIMATELY 32, 350 SF BUILDING WITH ACCOMPANYING PAVING, UTILITIES,STORMWATER MANAGEMENT AREAS, AND LANDSCAPING. THE SUBJECT PROPERTY LIES WITHIN ZONE C PER FEMA FIRM MAP NUMBER: 270541 0005 B HAVING AN EFFECTIVE DATE OF NOV 1, 1979.THE PROJECT SITE DOES NOT INCLUDE SITES OF HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE AND DOES NOT INCLUDE ENDANGERED & THREATENED SPECIES, RARE NATURAL COMMUNITIES, COLONIAL WATERBIRD NESTING SITES, MIGRATORY WATERFOWL CONCENTRATION AREAS, DEER WINTERING AREAS OR WILDLIFE CORRIDORS.THE STORMWATER POLLUTION PREVENTION PLAN WILL DEFINE THE CHARACTERISTICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO OCCUR; INCLUDE A SITE PLAN SHOWING THE CONSTRUCTION; DESCRIBE THE PRACTICES THAT WILL BE USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORMWATER, INDICATE A SCHEDULE TO HELP ENSURE THAT THE PRACTICE INDICATED ARE IMPLEMENTED AND TO HELP EVALUATE THE EFFECTIVENESS OF THE PRACTICES IN REDUCING EROSION AND POLLUTANTS DISCHARGED FROM THE SITE; AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO HELP MINIMIZE EROSION AND OTHER STORMWATER IMPACTS AFTER CONSTRUCTION.CONSTRUCTION ACTIVITY:PROJECT TYPE:THE PROJECT CONSISTS OF THE DEMOLITION OF EXISTING SITE APPURTENANCES. THE PROPOSED PROJECT WILL CONSISTS OF CONSTRUCTION OF A ± 32,250 SF RESIDENTIAL BUILDING, ASSOCIATED GRADING, BITUMINOUS AND CONCRETE SURFACES, UTILITY SERVICES AND A STORMWATER SYSTEM TO MANAGE RUNOFF FROM THE SITE.RECEIVING WATERS:THE NORTHERN PORTION OF THE SITE GENERALLY DRAINS NORTH AND EAST TO AN EXISTING DRAINAGE DITCH IN THE CR-39 RIGHT-OF-WAY BEFORE BEING COLLECTED INTO THE CITY OF MONTICELLO STORM SEWER SYSTEM AND ULTIMATELY DISCHARGING INTO THE MISSISSIPPI RIVER APPROXIMATELY 0.1 MILES OF THE SITE.CALCAREOUS FENS: THIS PROJECT DOES NOT DRAIN TO ANY KNOW CALCAREOUS FENS.SPECIAL OR IMPAIRED WATERS:THE SITE DISCHARGES TO, AND IS WITHIN ONE MILE OF, A SEGMENT OF THE MISSISSIPPI RIVER THAT IS CLASSIFIED AS A SCENIC OR RECREATIONAL RIVER SEGMENT AND RESTRICTED WATER AS DESCRIBED IN THE GENERAL PERMIT.DESCRIPTION OF PROPOSED CONSTRUCTION ACTIVITES:THE PROJECT INCLUDES THE CONSTRUCTION OF A 92-UNIT ASSISTED LIVING AND MEMORY CARE FACILITY THAT COMPRISES A 41,000 SF BUILDING FOOTPRINT.THE PROPOSED WORK WILL ALSO CONSIST OF GRADING, BITUMINOUS AND CONCRETE SURFACES, UTILITIES AND LANDSCAPING. THE TOTAL DISTURBED AREA IS 4.80 ACRES. THE PROJECT ADDS 2.35 ACRES OF IMPERVIOUS SURFACE TO THE EXISTING GREENFIELD SITE.SEQUENCE OF MAJOR CONSTRUCTION ACTIVIES:PHASE 1:1.INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS.2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT AND INSTALL PERIMETER CONTROL (SAFTEY FENCE, SILT SOCK, AND SILT FENCE).3.CONSTRUCT TEMPORARY SEDIMENT BASINS 4.PREPARE TEMPORARY PARKING STORAGE AREA.5.COMPLETE REMOVALS AS INDICATED IN PLANS.6.PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.8.IMMEDIATELY STABILIZE ANY EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN 7 DAYS OF CEASING CONSTRUCTION ACTIVITIES IN THAT PORTION OF THE SITE.PHASE 2:1.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTUTES AS EACH INLET STRUCTURE IS INSTALLED.2.INSTALL APPROPRIATE BMP INLET PROTECTION DEVICES AS WORK PROGRESSES. INSTALL ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS.3.COMPLETE GTRADING AND ISTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS DISTURBED.4.STABILIZE AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMP'S. EROSION AND SEDIMENT CONTROL PLAN AND DETAIL SHEETS:SHEET C300 - EROSION AND SEDIMENTATION CONTROL PHASE I PLAN SHEET C301 - EROSION AND SEDIMENTATION CONTROL PHASE II PLAN SHEET C302 - SWPPP SHEET C303 - EROSION AND SEDIMENTATION CONTROL DETAILS NORMAL WETTED PERMETER OF PERMANENT AND TEMPORARY DITCH OR SWALE:THE LAST 200 FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SHALL BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR PROPERTY EDGE IN ACCORDANCE WITH MNDOT SPEC. 2575.3.F.2. (PART 8. 6). CERTIFICATION IN ACCORDANCE WITH PART 5.20 AND 21.2 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINDER UNDER THE UNIVERSITY OF MINNESOTA, INSTRUCTOR JOHN CHAPMAN, EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM.MR. DAIN SYNYHORST'S CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH NOVEMBER 27, 2022.INSPECTIONS AND MAINTENANCE EROSION CONTROL SUPERVISOR (MNDOT 2573):THE CONTRACTOR SHALL ASSIGN AN EROSION CONRTOL FOR THE PROJECT WHO SHALL BE RESPONSIBLE FOR COMLIANCE WITH THE PROJECT SWPPP. THE EROSION CONTROL SUPERVISOR (ECS) SHALL COMPLY WITH THE MOST CURRENT ADDITION OF THE MNDOT STANDRD SPECIFICATION FOR CONSTRUCTION FOR ALL APPLICABLE SECTION. THE ECS SHALL:1.IMPLEMENT THE SWPPP PLAN.2. OVERSEE MAINTENANCE PRACTICES IDENTIFIED IN THE SWPPP.3.CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES 4.INSPECT SITE AND BEGIN CORRECTIVE ACTIONS TO DEFICIENT BMP' S NO LATER THAN 24 HOURS AFTER A RAINFALL EVENT.5.PREPARE WEEKLY SCHEDULE OF EROSION ACTIVITIES (MNDOT 1717.2D)6.PREPARE AND UPDATE THE CONTRACTORS EROSION/SEDIMENT CONTROL SITE PLAN AS NECESSARY ( MNDOT1717.2E)7.IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES AND MAKE SURE REMEDIES ARE ADDED TO THE SWPPP 8.IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) TO ADDRESS THE DEFICIENCIES AND ASSURE THEY ARE ADDED TO THE SWPPP.9.IF CHANGES IN CONSTRUCTION DOCUMENTS ARE NOT ADDRESSED IN THE SWPPP, THEN THE ECS SHALL AMEND THE SWPPP TO INCLUDE THE CHANGES MAINTENANCE AND INSPECTION REQUIREMENTS SHALL BE CONSISTENT WITH NPDES CSW PERMIT PARTS 11.2-11.11.CONTRACTOR' S EROSION/SEDIMENT CONTROL SITE PLAN:THE CONTRACTOR SHALL SUBMIT A CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN TO THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO THE FIRST PRE-CONSTRUCTION MEETING. THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN SHALL INCLUDE:1.THE NAME OF THE CONTRACTOR'S DESIGNATED EROSION CONTROL SUPERVISOR WITH 24-HOUR CONTACT INFORMATION. (I.E. PHONE NUMBER, EMAIL, ETC.) 2.NAME AND CONTACT INFORMATION FOR THE INDIVIDUAL(S) RESPONSIBLE FOR PERFORMING AND MAINTAINING THE SITE INSPECTION LOGS ON A WEEKLY BASIS ( OR WITHIN 24 HOURS OF 0.5 INCHES OF A RAIN IN A 24 HOUR PERIOD).3.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) RESPONSIBLE FOR TEMPORARY AND PERMANENT STABILIZATION.4.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) WHO WILL BE RESPONSIBLE FOR EMERGENCY REPAIRS AND REPLACEMENTS.5.LOCATION WHERE THE SWPPP DOCUMENT AND NPDES PERMIT WILL BE KEPT ON-SITE.THE DOCUMENT SHOULD BE ACCESSIBLE AT ALL TIMES AND AVAILABLE IN THE TIME OF ESSENCE.6.WHERE AND HOW CONCRETE WASHOUT WILL OCCUR AND BE IN COMPLIANCE OF THE MINNESOTA POLLUTION CONTROL AGENCY'S (MPCA) MEMORANDUM “CONCRETE WASHOUT GUIDANCE”.7. LOCATION OF STOCKPILES OF NATIVE SOILS AND/OR BORROW MATERIALS INDICATE HOW STOCKPILES WILL BE KEPT IN COMPLIANCE WITH NPDES AND MPCA REQUIREMENTS.THE CONTRACTOR WILL NOT BE ALLOWED TO START WORK UNTIL THE ENGINEER HAS REVIEWED AND ACCEPTED THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. INSPECTION AND MAINTENANCE PRACTICES 1.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS ON THE END OF A STORM EVENT RESULTING IN 0.5 INCHES OR GREATER WITHIN A 24 HOUR PERIOD. THE INSPECTION SHALL BE COMPLETED BY THE ECS.2. PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES.3.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT.4.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND.5. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE OR SOONER.6.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT,ABSENCE OF TEARS AND TO ASSURE THAT THE DEVICES ARE SECURELY IN PLACE.CONSTRUCTION NOTES:1.PRIOR COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ANY AREA OF THE PROJECT, DOWN GRADIENT EROSION AND SEDIMENT CONTROL MEASURES AND CONCRETE BARRIERS DELINEATING THE CONSTRUCTION LIMITS SHALL BE INSTALLED AND INSPECTED BY THE ECS AND THE ENGINEER.2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE MPCA'S NPDES PERMIT FOR CONSTRUCTION. THIS INCLUDES ANY ADDITIONAL EROSION AND SEDIMENT CONTROLS BEYOND THAT SHOWN ON THE PLAN.3.PHASED CONSTRUCTION SHALL BE USED TO MINIMIZE SEDIMENT TRANSPORT.4.THE MAXIMUM TIME ANY AREA CAN REMAIN OPEN WHILE NOT BEING WORKED IS 7 DAYS. FERTILIZER SHOULD BE DISTRIBUTED AT A RATE OF 250 LBS/ACRE.5.IF DOWN GRADIENT BMPS ARE OVERLOADED DURING A STORM EVENT,ADDITIONAL UP GRADIENT BMPS ARE REQUIRED TO ELIMINATE THE OVERLOAD. THE ADDITIONAL BMPS MUST BE RECORDED ON THIS SWPPP IN THE AMENDMENTS TO SWPPP SECTION.6.TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. ALL STOCKPILES SHALL BE COVERED OR STABILIZED TO LIMIT WIND EROSION.7.A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED FOR THE PROJECT.A VEHICLE TRACKING PAD SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION PLAN AT EVERY PROJECT ENTRANCE. ENTRANCES MUST BE INSPECTED AND MAINTAINED TO ENSURE PROPER FUNCTION. 8.THE CONTRACTOR SHALL CLEAN ALL TRACKED MATERIALS USING A STREET SWEEPER WITH A PICK UP BROOM ON ADJACENT ROADWAYS ON A DAILY BASIS AND AS DIRECTED BY THE ENGINEER.9. CONCRETE WASHOUT SHALL BE DONE IN ACCORDANCE WITH THE MNPCA AND THE EPA CONCRETE WASHOUT GUIDANCE.CONTROLS PERIMETER/SEDIMENT CONTROLS:ONE CONSTRUCTION EXIT/ENTRANCE SHALL BE INCORPORATED INTO THE PROJECT AND LOCATED ON THE NORTH END OF THE PROPERTY. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION EXIT(S) SUCH THAT TRACK OUT OF SEDIMENT IS MINIMIZED IN ACCORDANCE WITH THE GENERAL PERMIT. SILT FENCING, BIOROLL AND SILT DIKES SHALL BE INSTALLED ON THE PERIMETER AND/OR DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION.THE PERMIT REQUIRES THAT TEMPORARY EROSION AND SEDIMENT CONTROLS BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION, AND THAT THEY BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS.STABILIZATION PRACTICES:TEMPORARY STABILIZATION INCLUDES THE INSTALLATION OF SILT FENCING ON THE DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS OR MORE.STABILIZING MUST OCCUR WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY.STOCKPILES WILL BE KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE EROSION CONTROL SUPERVISOR ON THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. THE STOCKPILES MUST HAVE PERIMETER CONTROL AND STABILIZATION IF SOIL STOCK PILES REMAIN FOR MORE THAN 7 DAYS. STABILIZATION OR COVERING THE PILE WITH PLASTIC OR GEO-TEXTILE MAY ALSO BE NECESSARY FOR CONTROLLING DUST.PERMANENT STABILIZATION INCLUDES BUILDING CONSTRUCTION, PLACEMENT OF CURB AND GUTTER, PAVEMENT, AND FINAL LANDSCAPING AND GROUNDCOVER ACCORDING TO THE CONSTRUCTION DRAWINGS.ANY REMOVALS SHALL BE LIMITED TO THAT WHICH IS REQUIRED AND IN AN ORDER THAT IS CONSISTENT WITH THE REMOVAL AND CONSTRUCTION SEQUENCE. OTHER CONTROLS WASTE MATERIALS:ALL WASTE MATERIALS SHALL BE PROPERLY HANDLED, STORED, AND DISPOSED OF. CONSTRUCTION CHEMICALS AND CONCRETE WASHOUT WILL BE PROPERLY CONTROLLED TO PREVENT POLLUTANTS FROM ENTERING STORM WATER DISCHARGES. SANITARY WASTE:ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PROTABLE UNITS AS REQUIRED BY LOCAL REGULATION .HAZARDOUS WASTE MATERIALS:ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED AND DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION. MATERIALS WITH THE POTENTIAL TO LEACH SHALL BE STORED UNDER COVER (E.G. PLASTIC SHEETING OR TEMPORARY ROOFS.) MATERIALS SHALL BE STORED IN A RESTRICTED ACCESS STORAGE AREA TO PREVENT VANDALISM. THE CONTRACTOR'S PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR' S EROSION CONTROL SUPERVISOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.OFF-SITE VEHICLE TRACKING:PAVED STREETS ADJACENT TO THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS.STREETS SHALL BE SWEPT WITH A PICK-UP BROOM AS NECESSARY OR AS DIRECTED BY THE ENGINEER. DUMP TRUCKS HAULING MATERIAL TO AND FROM THE CONSTRUCTION AREA SHALL BE COVERED WITH A TARPAULIN. ALL VEHICLES EXITING THE SITE SHALL BE GUIDED AND REQUIRED TO GO THROUGH THE CONSTRUCTION EXIT. DEWATERING AND BASIN DRAINING:IF DEWATERING IS REQUIRED PRACTICES DESCRIBED IN THE EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MANUAL SHOULD BE FOLLOWED. THE DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION,AND ADVERSE IMPACTS TO DOWNSTREAM RECIEVING WATERS. IN ADDITION, DEWATERING PLAN MUST INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS THAT ARE USED. DISCHARGE OF STORM WATER AND GROUND WATER FROM CONSTRUCTION DEWATERING ACTIVITIES IS COVERED UNDER THE GENERAL PERMIT.VEHICLE FUELING & MAINTENANCE:WHENEVER POSSIBLE, VEHICLE REFUELING AND MAINTENANCE SHOULD NOT BE PERFORMED ON THE CONSTRUCTION SITE. HOWEVER, ANY VEHICLE REFUELING OR MAINTENANCE THAT MUST TAKE PLACE ON THE CONSTRUCTION SITE MUST HAVE PROPER SPILL PREVENTION CONTROLS IN PLACE PRIOR TO COMMENCING WORK.EQUIPMENT AND VEHICLES MUST BE CLEANED REGULARLY TO PREVENT A BUILDUP OF OIL AND GREASE. BERMS, SANDBAGS, OR OTHER BARRIERS SHOULD BE USED AROUND THE PERIMETER OF THE MAINTENANCE AREA TO PREVENT STORM WATER CONTAMINATION.MAINTENANCE AREAS SHOULD BE CLEARLY DESIGNATED. SECONDARY CONTAINMENT CAPABLE OF HANDLING 110% OF MATERIAL) MUST BE PROVIDED FOR ALL FLUIDS GREATER THAN 55GALLONS. ALL WASTE FLUIDS MUST BE IN LEAK-PROOF CONTAINERS. DUST CONTROL:DUST RESULTING FROM THE CONTRACTOR' S WORK EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTOR BY APPLYING EITHER WATER OR DUST PALLIATIVE, OR RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD) HAR T B O ULE V A R D BITU MI N O US P U BLI C R O A D)HART BOULEVARD(BITUMINOUS PUBLIC ROAD)1000215973.1528295. 4957. 341BMBAUR MNDT AZ MKMISSISSIPPI BITUMINOUS PUBLIC ROAD)DRIVE 24. 0' 24. 0' 9. 0 20. 0' 6. 0' 9 0 20.0' 9.0 20. 0'24.0 24.0' 19.5'5. 0'24. 0 24. 0'10.0 5 1 5 0 2 4 0 1 3 7 SENIOR LIVING FACILITY 32, 237 SF 92 UNITS + 1 GUEST UNIT THREE STORY WITH UNDERGROUND PARKING FUTURE ADDITION 8, 700 SF 33 UNITS 16. 0' 5. 0'24. 0' 20. 0' 20. 0' 24. 0' 24. 0' 9. 0' 20. 0' 58. 0' 87. 3' 59. 2' 144. 3' 5. 0 A A A A P P P B B C C C D D D D 18. 3'E E F F F G K K H Q H H QQ Q I J L L L L L L LL L O O NN N M M M M N 60FT CLEARSPACE 100 FT BUILDING SETBACK 40 FT BUILDING SETBACK 40 FT BUILDING SETBACK AND CLEAR SPACER16. 0' L L L M L L M 9.0 8.0' R20.0'R34.0'R547.0 R 3 0 0 R30. 0'R44.0' R12.0'R20. 0 10.0' 15. 0 5. 0' 5.0' R10. 0' 5. 0' 1. 0 6. 0 1. 0 6.0' 1.0' 6. 0'S Q H H H T R20.0'R15.0 R15.0'R15.0'R15.0'U V V 24.0'R R E G F CONTRACTOR SHALL MATCH EXISTING PAVEMENT FOR PATCH WITHIN HART BOULEVARD PER CITY SPECIFICATIONS CONTRACTOR SHALL MATCH EXISTING CURB AND PAVEMENT FOR PATCH WITHIN HART BOULEVARD PER CITY SPECIFICATIONS.C C C 20.0'W W W W X D D D D D 6.0 6.0 6.0' 20.0'20.0'330.3'PREPARED FORSITE PLANC400MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H. A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3.ALL INNER CURBED RADII ARE TO BE 3 FT AND OUTER CURBED RADII ARE TO BE 10 FT UNLESS OTHERWISE NOTED.STRIPED RADII ARE TO BE 5 FT.4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY CONERSTONE LAND SURVEYING, INC, DATED 09/07/2018.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN.8.TOTAL LAND AREA IS 5.02 ACRES.9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS.14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16.ALL PARKING STALLS TO BE 9 FT IN WIDTH AND 20 FT IN LENGTH UNLESS OTHERWISE INDICATED.BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 218,666 SF (5.02 AC)BUILDING AREA 31,749 SF (14. 5% OF TOTAL PROPERTY AREA)PARKING REQUIRED PARKING 46 STALLS PROPOSED PARKING 58 STALLS PROPOSED UNDERGROUND PARKING 48 STALLS ADA STALLS ABOVE GROUND REQ'D /PROVIDED 3 STALLS / 3 STALLS ADA STALLS UNDER GROUND REQ'D /PROVIDED 2 STALLS / 2 STALLS TOTAL PROPOSED PARKING 111 STALLS PROPERTY SUMMARY MONTICELLO SENIOR LIVING TOTAL PROPERTY AREA 218, 666 SF (5. 02 AC)EXISTING PERVIOUS AREA 218,666 SF (5.02 AC)EXISTING IMPERVIOUS AREA 0 SF (0. 00 AC)PROPOSED IMPERVIOUS AREA 90,305 SF (2.07 AC) 42%PROPOSED PERVIOUS AREA 128,361 SF (2.94 AC) 58%ZONING SUMMARY EXISTING ZONING R-4 MEDIUM-HIGH DENSITY RESIDENCE PROPOSED ZONING R- 4 MEDIUM-HIGH DENSITY RESIDENCE BUILDING SETBACKS FRONT = 100 FT SIDE = 40 FT REAR = 40 FT CLEAR/ OPEN SPACE REQUIREMENTS HART BLVD - 50% IMPERVIOUS) HART BLVD = 40 FT CO. RD. 39 = 60 FT HART BLVD 40 FT CLEAR/ SPACE PROPOSED IMPERVIOUS AREA 11,592 SF (0. 35 AC) 35.24% OF CLEAR SPACE PROPOSED CURB AND GUTTER PROPERTY LINE PARKING SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND CONCRETE SIDEWALK PIPE BOLLARD MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING, REFERENCE DETAIL FOR LAYOUT AND DIMENSIONS AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT PROPOSED PROPOSED GRADE 4.21% EXISTING GRADE 4.81% TRAIL PROFILE 930 940 950 930 940 950 1+00945.56945.562+00941.22941.223+00936. 89936. 894+ 00933. 15933. 15944943945946948 947 946 945945 94093993693593593493393293193092992892892993093193293393493493693793893994094194294394494594694794894 9 950 949948947946945944943942941940939938937936935950 949 948947941 940 940 937937 936 935 934 93 1 9 30 92 9 92 8 927 927 928 928 930 932 934 944 946 942 940 939 938 937 936 935 934 RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD)HAR T B O ULE V A R D BITU MI N O US P U BLI C R O AD)HART BOULEVARD( BITUMINOUSPUBLICROAD)1000215973.1528295.4957.341BMBAURMNDT AZ MKMISSISSIPPI BITUMINOUS PUBLIC ROAD)DRIVE SER VI C E WAT E R RISE RSPRINKL E R2.92% 1. 8 2%1.96% 4.93%1. 32 1.98% 2.27%2. 20%2.06% 3.11%3. 87%2.57% 2.93%2. 69%2.9 3%1.40% 2.72%3. 09%22.68% 5:115.00% 1.70%6. 62 8 4 5%DME:948. 37 ME:947. 20 ME:941. 81 ME:941. 13 G:947. 11 G:946. 94 G:946.45 G:946.11 G: 946.39 G: 946.06 G: 945.96 G:945. 45 G: 943.53 G:943. 73 G: 943.99 G:944. 44 G: 944.98 G:944. 19 G: 945.15 G:945. 94 G: 945.97 T/G: 946.00T/ G:946. 00 G: 946.00 G:946. 00 946. 20 946. 70 946. 70 946. 20 946. 70 946. 62 946.70 946.60 946. 68 946.65 946.65 946. 68 946.64 946.70 946. 70 945.23 946.41 946. 49945.38 944. 15 944.19 943.50 943. 44 946.20 945.37 946. 70 946.70 946. 20 946.70 TW:946.70 BW:937.72 TW:945.62 TW:943.20TW:941. 98 BW:937. 42 BW:938.64 BW:941.15 BW:941.98 G:935.36 G:937.33 G:942.19 G:942.32 T/G:945. 71 G:945. 40 G:943. 54 G:935. 36 G:935.33 LP:935.27G:935. 33 G:938. 92 T/G: 946.47 G: 946.01 G: 945.86 G: 945.83 HP: 945.54 G: 943.39 G: 943.05 G: 942.13 G: 942.28 G: 945.00 G: 946.00 T/ G:946.16 T/G: 946.16 G:946. 08 G: 946.00 G:945. 45 G:945.29 G:945. 57 G: 945.45 G:945. 13 G: 945.13 G:945. 88 G: 945.73 G:945. 63 G: 946.14 G:946. 03 G: 946.13 946.52 946.55 946.09 946.09 946. 58 946.58 946.39 946. 57 946.62 946.24946.70 946.70 946. 70 946. 70 946. 50 946. 50 946. 30 946. 29 946. 70 946. 70 946. 24 946.57 946.68 945. 00 945.65 945.73 G: 943.16 TW: 940.75 TW:944. 30 TW: 944.78 TW:945. 04TW:944. 68 945. 07 944. 53 944.40 944. 30 944.29 941.93 939. 41 940. 27 939. 67 BW: 943. 33 BW: 941.51 BW:936. 90 BW: 936. 87 BW: 939. 00 944. 64 944. 39 944.31943.97 942.93 943. 47 942.62 942.71 G:943. 39 930 927 928929 931932 933 934 930 931 932 933 934 935940931932933934936937938939941942943940945936937 938 939941942943944931930944 945 948 944946946946 945 944 943 942941939938936933930930 932 931932933936937937938938937 943 945946946 947 946 948 94 9 948 944946.70SENIOR LIVING FACILITY FFE: 946.70 BASEMENT: 935.36 T/ G:947.96 T/G: 948.07 T/G: 947.56 T/G: 947.66 T/ G:943.23 T/G:943. 05 T/ G: 941. 93 T/ G: 941. 80 TW:946.70 BW:937.49 TW:943.23 BW:939.27 TW:942.89 BW:942. 89 946. 50 945. 60 945. 71 945. 73 945. 76 G: 945.78 G:945. 03 G: 945. 14 3.99% 4 1 1% 4.17% 4.04% 4.12% 3 9 9%5 4 8% PROPOSEDINFILTRATION POND HWL: 933.86 TOP: 934. 20 BOTTOM: 929.20 EOF: 934. 12 934. 14 934. 15 933. 31 934.14 934.51 935. 12 934.85 934.45 4: 1 4:13 1 3:1 7:14:14: 16:16:112: 124:1 2 8 119: 1 9:1 6:1 4:1 4:1 4:1 4:1 4:1 7: 1 7:1 6:1 3.97 4.1 1%2 1 7%6.80%7.7 2 BW:930.69 BW:932.28 BW:935.28 BW:936.36 TW:931.10 TW:939.14 TW:939. 53 TW:936.86 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\ TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\ C5-GRADING PLAN.dwg August 13, 2019 - 1:01pm©BYREVISIONSNo. DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD. 08/12/2019DSSPREPARED FORGRADING PLANC500MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/ 15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCGRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF MONTICELLO,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C- 76 HDPE: 0" - 10" PER AASHTO M- 252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C- 443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS.13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL.14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSSSLOPES EXCEED 2% . INNO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM 944943945946948 947 946 945945 94093993693593593493393293193092992892892993093193293393493493693793893994094194294394494594694794894 9 950 949948947946945944943942941940939938937936935950 949 948947941 940 940 937937 936 935 934 931 9 3 0 929 92 8 927 927 928 928 930 932 934 944 946 942 940 939 938 937 936 935 934 RIVERVIEW DRIVE (CO. RD. NO. 39)(BITUMINOUS PUBLIC ROAD) HAR T B O ULE V A R D BITU MI N O US P U BLI C R O A D) HART BOULEVARD(BITUMINOUS PUBLICROAD)MISSISSIPPI BITUMINOUS PUBLIC ROAD)DRIVE SERVI C E WAT E R RISE RSPRI N K L E R D930 927928929931932933934 930 931 932 933 934 935940931932933934936937938939941942943940945936937 938 939941942943944931930944 945 948 944946946946 945 944 943 942941940939938937936933930930 932 931932933935936937937938938937 943 945946946 947 946 948 94 9 948 944STR -7 RE: 945.04 IE:935.12 N IE:936.45 E IE:935.12 SE STR - 5 RE:945. 00 IE:936.40 S IE: 935.48 S STR -8 RE:942. 89 IE:934.88 E STR -10 RE: 943.03 IE:933.50 N IE:934. 73 SW IE:933. 40 S STR -16 RE:942. 99 SUMP:928. 20 IE:932.52 N IE:932.42 S STR - 13 RE:942. 06 IE:934.16 NW IE:934.06 E STR -9 RE: 941.94 IE:934.26 W IE:935.26 SW IE:934.16 S STR - 12 RE:942. 15 IE:934.35 NW IE: 934.35 SE STR - 22 ROOF DRAIN CONNECTION IE:936.05 NE STR -15 CONNECT TO TRENCH DRAIN.NEENAH R-4990-DX IE: 933.35 S STR - 21 FES 24" RE:934.53 IE: 932.20 NW STR -11 FES 24"RE:934.53 IE: 932.20 N STR - 23 ROOF DRAIN CONNECTION 5 FT FROM BLDG FACE. SEE MEP PLANS FOR CONT.IE:935.93 S OCS-1 RE:934.20 IE: 927.65 N 121 LF - 24" RCP @ 0.30% 102 LF - 15" RCP@ 0.60%111 LF - 15" RCP @ 0.60%296 LF - 24" RCP @ 0.30%63 LF - 24" RCP @ 0.30%27 LF - 24" RCP @ 0.30%74 LF - 2 4 RCP@0. 2 7 151 LF - 15" RCP @ 0.59%74 LF - 24" RCP @ 0.29%32 LF - 10" PVC @ 2. 50%136 LF - 10" PVC @ 2. 50%150 LF - 12" RCP @ 0.30% STR -14 RE:940. 18 SUMP:928. 20 IE:933. 98 W IE: 932.45 N IE:932.54 N IE:932. 40 SE SENIOR LIVING FACILITY FFE: 946.70 BASEMENT: 935.36 PROPOSED INFILTRATION POND HWL: 933. 86 TOP: 934.20 BOTTOM: 929. 20 STR -25 RE:932.58 IE:927.20 S IE: 923.64 S IE: 922.40 E 53 LF - 8" PVC@ 2.50% STR -32 ROOF DRAIN CONNECTION 5 FT FROM BLDG FACE. SEE MEP PLANS FOR CONT.IE: 937.77 W 103 LF - 10" PVC @ 2.50%STR - 34 NYLOPLAST YARD DRAIN RE: 946.58 IE:937. 40 S IE:937.40 SW IE:937.30 NE 24 LF - 8" PVC @ 2. 50%STR -33 RE:938.72 IE:938. 00 N STR -35RE:938.39 IE: 937.85 NE 18 LF - 6" PVC @ 2.50%256 L F - 2 4" R C P @ 0.3 0 19 LF - 4" PVC @ 2. 50%STR - 36 ROOF DRAIN CONNECTION IE:936.88 N STR -40RE: 940.87 IE: 944.73 W 15 LF - 18" RCP @ 0.48%STR -39 CONNECT TO EXISTING STRM IE:944. 80 E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY- HORN.COMK:\TWC_LDEV\ Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\ C5-STORM SEWER PLAN.dwg August 13, 2019 - 1:02pm©BYREVISIONSNo. DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD. 08/12/2019DSSPREPARED FORSTORM SEWERPLANC501MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNDSSDSSALCGRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF MONTICELLO, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C- 76, JOINTS PER ASTM C-361, C- 990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS.13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% ( 1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESSTO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE SER VI C E WAT E R RISERSPRINK L E R A A B B C C K D D E E F G D CC C H J I DL RELOCATED HYDRANT AND VALVE SENIOR LIVING FACILITY FFE: 946.70 BASEMENT: 935.36 STR -1 BLDG SERVICE IE:939.00 NE STR -3 BLDG SERVICE IE:928.36 E STR -4 EXISTING RE:939.4 ADJUST RE:939.97 CONNECT TO EXISTING SSWR MH W/ OUTSIDE DROP IE:927.07 W DROP IE: 920.52 EXISTING IE:920.10 STR -2 ADJUST RE:942.69 CONNECT TO EXISTING SSWR MH W/ OUTSIDE DROP IE:936.96 SW DROP IE: 920.02 EXISTING IE: 919.60 57 LF - 6" PVC @ 3.55% 37 LF - 8" PVC @ 3.50% M This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651- 645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\ Ayres Associates\Monticello, MN Senior Living\3 Design\ CAD\PlanSheets\C6-UTILITY PLAN.dwg August 13, 2019 - 1:02pm©BYREVISIONSNo.DATE0PERMIT SET05/ 15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FORUTILITY PLANC600MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ALAN L. CATCHPOOL05/15/201947969DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/ 29/2019AS SHOWNDSSDSSALCUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS:8" DUCTILE IRON PIPE PER AWWA C150 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS.6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE ( OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION ( EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS.11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF MONTICELLO AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING.22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS-BUILT ELEVATIONS. THESE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley- Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW. KIMLEY-HORN. COMK:\TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\C7-CIVIL DETAILS.dwg August 13, 2019 - 1: 02pmBYREVISIONSNo. DATE0PERMIT SET05/15/ 2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645- 4197WWW. KIMLEY-HORN.COMK:\TWC_LDEV\ Ayres Associates\ Monticello, MN Senior Living\ 3 Design\CAD\PlanSheets\C7-CIVIL DETAILS. dwg August 13, 2019 - 1: 02pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/ 29/ 2019DSS2CITY COMMENT & UTILITY COORD. 08/12/2019DSSPREPARED This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC. 2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645- 4197WWW.KIMLEY- HORN. COMK:\TWC_LDEV\ Ayres Associates\ Monticello, MN Senior Living\ 3 Design\CAD\ PlanSheets\C7- CIVIL DETAILS. dwg August 13, 2019 - 1:02pmBYREVISIONSNo. DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY This document, together This document, together This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley- Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW. KIMLEY-HORN.COMK:\TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\ 3 Design\CAD\PlanSheets\C7-CIVIL DETAILS. dwg August 13, 2019 - 1:02pmBYREVISIONSNo.DATE0PERMIT SET05/15/ 2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/ 2019DSSPREPARED FORCIVIL DETAILSC705MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:IHEREBYCERTIFY THAT THISPLAN,SPECIFICATIONORREPORT WASPREPAREDBYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE SER VI C E WAT E R RISERSPRI N K L E R RIVERVIEW DRIVE (CO. RD. NO. 39)HAR T B O ULE V A R D HART BOULEVARDMISSISSIPPI DRIVE GLORIUS CHRUCH ZONED: R-A O'RYAN'S MARATHON ZONED: B-4 O' RYAN'S MARATHON ZONED: B-4 VACANT ZONED: B- 4 VACANTZONED: B- 2SINGLE FAMILY RESIDENTIAL ZONED: R- 2 SINGLE FAMILY RESIDENTIALZONED: R- 1A A B B B B 1 - BRO D F F F D D D A A A A A A A AB B B B B B B B 1- NWM 3- MYS 3- MYS 5- QUC 3- TCH 2-BOL 3-BHS 6-BOL 5-BHS 6-BOL 7-JTL 1-GSL3- ALS 2- SSC 3- ALS 2- NOR 6- IRW 1- GSL 1- GSL 1- SSC 1- NOR 3- ALS 3- IRW 5- TCH 1- NWM 1- SWO 5- QUC 4 - WLC 5 - KFG 20 - AJS 7 - AJN 10 - SGJ 10 - SGJ 13 - ANH 10 - SGJ 11 - ANH 19 - SGJ 8 - RTD 4 - SGJ 10 - CHB 3- SBH A B 3 - WSB5 - BHS 5 - WHC 3 - JTL 10 - GOJ G 8 - OSF FD 1 - RVB1 - RVB 1 - WSB3 - WSB 7 - RTD 8 - SGJ 3 - TCH 11 - RTD 4 - WSB 4 - RVB11 - SUM 9 - CHB 6 - SGJ 7 - WLC 9 - AJN 10 - SGJ 10 - AJN 9 - SGJ 9 - AJN 3 - JTL 1 - NOR 6 - IRW 13 - ANH 1 - GSL 12 - KFG 7 - GOJ 21 - KKC 3 - NOR 9 - AJN STORM WATER MANAGEMENT AREA SENI O R LI VI N G FACI LI T Y LANDSCAPE ENLARGEMENT 1 L101 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE TYP.) EXISTING CONIFEROUS TREE TYP.)EXISTING SHRUB ( TYP.)EDGER (TYP.) APPROXIMATE LIMITS OF SOD IRRIGATION, SOD ALL DISTURBED AREAS ( TYP.)EXISTING VEGETATION EDGE TO REMAIN) (TYP.)SEED LIMIT LINE (TYP.) LANDSCAPE KEYNOTESA A EDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.) MAINTENANCE STRIP (TYP.)SOD (TYP.) ANNUALS BY OWNER (TYP.) SAVANNA GRASS SEED MIX, AVAILABLE FORM PRAIRIE RESTORATION, INC. EXISTING DECIDUOUS TREE (TYP.)ROCK MULCH (TYP.) B C D E F G H CONIFEROUS TREES BOTANICAL NAME COMMON NAME BHS PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE MYS PICEA MEYERI MEYER SPRUCE WHC THUJA OCCIDENTALIS `WHITE CEDAR`WHITECEDAR ORNAMENTAL TREES BOTANICAL NAME COMMON NAME ALS AMELANCHIER X GRANDIFLORA ` AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP RVB BETULA NIGRA RIVER BIRCH MULTI-TRUNK WSB BETULA POPULIFOLIA ` WHITESPIRE`WHITESPIRE BIRCH CLUMP TCH CRATAEGUS CRUS-GALLI INERMIS TM THORNLESS COCKSPUR HAWTHORN SSC MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE MULTI-TRUNK IRW OSTRYA VIRGINIANA IRONWOOD QUC POPULUS TREMULOIDES QUAKING ASPEN CLUMP JTL SYRINGA RETICULATA JAPANESE TREE LILAC CLUMP OVERSTORY TREES BOTANICAL NAME COMMON NAME NOR ACER PLATANOIDES `POND`EMERALD LUSTRE MAPLE NWM ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE SBH GLEDITSIA TRIACANTHOS VAR. INERMIS `SUNCOLE` SUNBURST HONEYLOCUST SWO QUERCUS BICOLOR SWAMP WHITE OAK BRO QUERCUS MACROCARPA BUR OAK BOL TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN GSL TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN CONIFEROUS SHRUBS BOTANICAL NAME COMMON NAME SGJ JUNIPERUS CHINENSIS ` SEA GREEN`SEA GREEN JUNIPER JB JUNIPERUS HORIZONTALIS ` BLUE PRINCE`BLUE PRINCE JUNIPER GOJ JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER WBM PINUS MUGO `WHITE BUD` MUGO WHITE BUD PINE WBM PINUS MUGO ` WHITE BUD`MUGO WHITE BUD PINE TAU TAXUS X MEDIA `TAUNTONII`TAUTON YEW HMA THUJA OCCIDENTALIS `HOLMSTRUP`HOLMSTRUP ARBORVITAE DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME CHB ARONIA MELANOCARPA ELATA BLACK CHOKEBERRY RTD CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE ANH HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA AJN PHYSOCARPUS OPULIFOLIUS `JEFAM`AMBER JUBILEE NINEBARK PJM RHODODENDRON X `P. J.M.`PJM RHODODENDRON GLS RHUS AROMATICA `GRO- LOW`GRO-LOW FRAGRANT SUMAC SUM RHUS TYPHINA `TIGER EYES`TIGER EYES SUMAC JWS SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA PERENNIALS BOTANICAL NAME COMMON NAME ALM ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL CHIVE MAG ASTILBE CHINENSIS `MAGGIE DALEY`MAGGIE DALEY ASTILBE DEU ASTILBE JAPONICA `DEUTCHLAND` FALSE SPIRAEA OSF MATTEUCCIA PENNSYLVANICA OSTRICH FERN GROUND COVERS BOTANICAL NAME COMMON NAME KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS KKC NEPETA X FAASSENII `KIT KAT`KIT KAT CATMINT WLC NEPETA X FAASSENII ` WALKERS LOW`WALKERSLOW CATMINT AJS SEDUM X `AUTUMNJOY` AUTUMN JOY SEDUM NOTE: SEE SHEET L102 FOR PLANT SCHEDULE.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg August 13, 2019 - 1:03pmBYREVISIONSNo.DATE0PERMIT SET05/15/ 2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FORLANDSCAPE PLANL100MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA05/15/ 201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNRAH / MPIRAH / MPIRAHNORTHTREE PRESERVATION INCENTIVES TREE PRESERVATION CREDIT:47.5 CAL. IN. = (38 CAL. IN. X1.25)SEE C200 - TREE INVENTORY AND PRESERVATION PLAN FOR FURTHER DETAIL.VEHICULAR USE AREA LANDSCAPING INTERIOR PLANTING ISLAND- TREE REQUIREMENTS:ONE CANOPY OR UNDERSTORY TREE PER 180 S.F.INTERIOR PLANTING ISLAND- TREES PROVIDED:ONE CANOPY OR UNDERSTORY TREE PER 180 S.F., EXCEPT WHERE UTILITIES CONFLICT INTERIOR PLANTING ISLAND- SHRUB REQUIREMENTS:MINIMUM 25% OF THE TOTAL LAND AREA OCCUPIED BY LANDSCAPING ISLANDS IS PLANTED WITH SHRUBS INTERIOR PLANTING ISLAND- SHRUB PROVIDED:MINIMUM 25% OF THE TOTAL LAND AREA OCCUPIED BY LANDSCAPING ISLANDS IS PLANTED WITH SHRUBS VEHICULAR USE AREA PERIMETER REQUIREMENTS:3' WIDTH MINIMUM EXCEPT ALONG STREET R.O.W., 6'WIDTH MINIMUM VEHICULAR USE AREA PERIMETER TREE REQUIREMENTS:8 AGGREGATE CAL. IN.(ACI) OF CANOPY TREES PER 100 LINEAR FEET 28 ACI TREES= 8*(339 L.F./100)VEHICULAR USE AREA PERIMETER TREES PROVIDED:28 ACI TREES*= 10 CAL. IN. EXISTING +18 CAL. IN. PROPOSED MAY BE CREDITED TOWARDS PERIMETER BUFFER STANDARDS PERIMETER BUFFERS BUFFER TYPE REQUIRED- NORTH AND EAST PROPERTY LINES:TYPE A - BASIC BUFFER TYPE A REQUIREMENTS- EAST PROPERTY LINE:2 ACI OF CANOPY TREES + 10 ACI OF UNDERSTORY TREES + 15 SMALL SHRUBS PER 100 LINEAR FEET 14 ACI CANOPY TREES= 2 (669 L.F./100)67 ACI UNDERSTORY TREES= 10 (669 L. F./100)101 SMALL SHRUBS=15 (669 L.F./100)TYPE A PROVIDED- EAST PROPERTY LINE:14 CANOPY TREES=6 CAL. IN. OVERSTORY +8 CAL. IN. CONIFEROUS 54 UNDERSTORY TREES= 67. 5 CAL. IN. PROPOSED 88 SHRUBS TYPE A REQUIREMENTS- NORTH PROPERTY LINE:11 ACI CANOPY TREES= 2 (512 L.F./ 100)52 ACI UNDERSTORY TREES= 10 (512 L. F./100)77 SMALL SHRUBS=15 (512 L.F./100) TYPE A PROVIDED- NORTH PROPERTY LINE:14 ACI CANOPY TREES=14 CAL. IN. OVERSTORY 48.5 ACI UNDERSTORY SER VI C EWATER RISERSPRINK L E R VACANT ZONED: B-410-GOJ 5-KFG 22-KKC 6-GOJ 19-KKC 4-GLS 11-GLS 3-GOJ 8-KKC 6-SGJ 15-KKC 5-JWS 3-SGJ 6-WLC5-SGJ 6-ANH 12 - HMA 22 - KFG 25 - KKC 3 - ANH 5 - TAU 8 - GOJ 4 - WLC 5 - KFG 20 - AJS 7 - DEU 5 - ANH 5 - TAU 5 - DBH 3 - PJM 3 - ANH 7 - TAU 4 - ANH 3 - TAU 3 - ANH 3 - TAU 3 - GOJ 3 - JWS 5 - GOJ 5 - DBH 3 - GOJ 5 - DBH 3 - ANH 5 - JB 3 - GOJ 3 - ANH 3 - JB 3 - GOJ 3 - DBH 3 - SGJ 4 - ANH 5 - GOJ 5 - ANH 3 - GOJ 3 - JWS3 - WBM 3 - DBH 3 - GOJ 3 - JWS 3 - WBM 3 - DBH 3 - GOJ 3 - JWS 3 - WBM 3 - DBH3 - GOJ 3 - JWS 3 - WBM 4 - DBH 31 - GOJ 10-GOJ D A B D D A B D B A H D D 29 - KKC 5 - KFG H D 9 - PJM 5 - PJM 4 - TAU 5 - ANH 4 - TAU 10 - MAG 7 - WLC 10 - ALM 9 - WLC 10 - ALM 7 - DBH 5 - JWS 5 - KFG 10 - WLC 17 - ALM 11 - IRQ 5 - RTD 6 - DBH H 5 - WLC 17 - AJS 17 - AJS 5 - WLC 8 - GOJ 2 - KFG 5 - HMA 32 - KKC 5 - KFG 12 - KFG 21 - KKC SENI O R LI VI N G FACI LI T Y LANDSCAPE LEGEND EXISTING DECIDUOUS TREE TYP.) EXISTING CONIFEROUS TREE TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) EXISTING VEGETATION EDGE TO REMAIN) (TYP.) SEED LIMIT LINE (TYP.) LANDSCAPE KEYNOTESA A EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) MAINTENANCE STRIP (TYP.) SOD (TYP.) ANNUALS BY OWNER (TYP.) SAVANNA GRASS SEED MIX, AVAILABLE FORM PRAIRIE RESTORATION, INC. EXISTING DECIDUOUS TREE (TYP.) ROCK MULCH (TYP.) B C D E F G H WBM PINUS MUGO `WHITE BUD`MUGO WHITE BUD PINE TAU TAXUS X MEDIA `TAUNTONII`TAUTON YEW HMA THUJA OCCIDENTALIS `HOLMSTRUP`HOLMSTRUP ARBORVITAE DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME CHB ARONIA MELANOCARPA ELATA BLACK CHOKEBERRY RTD CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE ANH HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA AJN PHYSOCARPUS OPULIFOLIUS `JEFAM`AMBER JUBILEE NINEBARK PJM RHODODENDRON X `P.J.M.`PJM RHODODENDRON GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC SUM RHUS TYPHINA `TIGER EYES`TIGER EYES SUMAC JWS SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA PERENNIALS BOTANICAL NAME COMMON NAME ALM ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL CHIVE MAG ASTILBE CHINENSIS `MAGGIE DALEY`MAGGIE DALEY ASTILBE DEU ASTILBE JAPONICA `DEUTCHLAND`FALSE SPIRAEA OSF MATTEUCCIA PENNSYLVANICA OSTRICH FERN GROUND COVERS BOTANICAL NAME COMMON NAME KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS KKC NEPETA X FAASSENII `KIT KAT`KIT KAT CATMINT WLC NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM NOTE: SEE SHEETL102 FOR PLANT SCHEDULE. This document, togetherwiththe concepts and designspresented herein, as CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BHS 13 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. MYS 6 PICEA MEYERI MEYER SPRUCE B & B 6` HT. WHC 5 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 6` HT. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ALS 9 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMPB & B 6` HT. IRW 15 OSTRYA VIRGINIANA IRONWOOD B & B 1.5" CAL. JTL 13 SYRINGA RETICULATA JAPANESE TREE LILAC CLUMP B & B 6` HT. QUC 10 POPULUS TREMULOIDES QUAKING ASPEN CLUMP B & B 6` HT. RVB 6 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. SSC 3 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE MULTI-TRUNK B & B 6` HT. TCH 11 CRATAEGUS CRUS-GALLI INERMIS TM THORNLESS COCKSPUR HAWTHORN B & B 1.5" CAL. WSB 11 BETULA POPULIFOLIA `WHITESPIRE`WHITESPIRE BIRCH CLUMP B & B 6` HT. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BOL 14 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2" CAL. BRO 1 QUERCUS MACROCARPA BUR OAK B & B 2.5" CAL. GSL 4 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2" CAL. NOR 7 ACER PLATANOIDES `POND`EMERALD LUSTRE MAPLE B & B 2" CAL. NWM 2 ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE B & B 2" CAL. SBH 3 GLEDITSIA TRIACANTHOS VAR. INERMIS `SUNCOLE`SUNBURST HONEYLOCUST B & B 2.5" CAL. SWO 1 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2" CAL. PLANT SCHEDULE CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 128 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. HMA 17 THUJA OCCIDENTALIS `HOLMSTRUP`HOLMSTRUP ARBORVITAE #5 CONT.3` O.C. JB 8 JUNIPERUS HORIZONTALIS `BLUE PRINCE`BLUE PRINCE JUNIPER #5 CONT.5` O.C. SGJ 103 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 36 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. WBM 12 PINUS MUGO `WHITE BUD`MUGO WHITE BUD PINE #5 CONT.3` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE AJN 55 PHYSOCARPUS OPULIFOLIUS `JEFAM`AMBER JUBILEE NINEBARK #5 CONT. ANH 81 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. CHB 19 ARONIA MELANOCARPA ELATA BLACK CHOKEBERRY #5 CONT.5` O.C. DBH 44 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 15 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. JWS 25 SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA #2 CONT.3` O.C. PJM 17 RHODODENDRON X `P.J.M.`PJM RHODODENDRON #5 CONT.4` O.C. RTD 30 CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD #5 CONT.5` O.C. SUM 7 RHUS TYPHINA `TIGER EYES`TIGER EYES SUMAC #5 CONT. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ALM 37 ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL CHIVE #1 CONT.1` OC DEU 7 ASTILBE JAPONICA `DEUTCHLAND`FALSE SPIRAEA #5 CONT.3` OC MAG 10 ASTILBE CHINENSIS `MAGGIE DALEY`MAGGIE DALEY ASTILBE #1 CONT.2` OC OSF 8 MATTEUCCIA PENNSYLVANICA OSTRICH FERN #5 CONT.3` OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING AJS 70 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT 18" OC 18" o.c. KFG 61 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC 30" o.c. KKC 179 NEPETA X FAASSENII `KIT KAT`KIT KAT CATMINT #1 CONT 18" OC 18" o.c. WLC 60 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" OC 30" o.c. This document, together This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY- HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY- HORN. COMK:\TWC_LDEV\Ayres Associates\Monticello, MN Senior Living\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg August 13, 2019 - 1:03pmBYREVISIONSNo.DATE0PERMIT SET05/15/2019DSSISSUED FOR CONSTRUCTION1FOR CONSTRUCTION07/29/2019DSS2CITY COMMENT & UTILITY COORD.08/12/2019DSSPREPARED FORLANDSCAPEDETAILSL101MONTICELLOSENIOR LIVINGAYRESASSOCIATESMONTICELLOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO. RYAN A. HYLLESTED, PLA05/15/201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16000200107/29/2019AS SHOWNRAH / MPIRAH / MPIRAHDOUBLE SHREDDED HARDWOOD MULCH NOTES:2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL THOROUGHLY LOOSENED)NOTES:1.SCARIFY SIDES AND BOTTOM OF HOLE.2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT.3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS.4.PLUMB AND BACKFILL WITH PLANTING SOIL.5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS.6.BACK FILL VOIDS AND WATER SECOND TIME.7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.8.MIX IN 3- 4" OF ORGANIC COMPOST.1.SCARIFY SIDES AND BOTTOM OF HOLE.2.PROCEED WITH CORRECTIVE PRUNING.3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE ISAT OR UP TO 2" ABOVE THE FINISHED GRADEWITH BURLAP AND WIRE BASKET, ( IF USED), INTACT.4.SLIT REMAINING TREATED BURLAP AT 6"INTERVALS.5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT.REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE.REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL.7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTSAND FILL VOIDS.8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE.10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER.PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN.EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N. T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N. T. S.L1012 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER.LAWN SIDE BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO.USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O. C., AND AT CHANGES. EACH END.PLASTIC DIVIDER:FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER.PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T. S.L1013 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1015 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH,4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE RETAINING WALL /BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM RETAINING WALL /BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH.SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10144"1"NOTE:1.EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE.STEEP SLOPE PLANTING SCALE: N.T.S.L1016 EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS APPLICABLE AS SHOWN BACKFILL AREA 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60. 1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/ DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE.MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE,SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED DARK BROWN, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER,AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND ( OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED/ PER MN/DOT SPECIFICATIONS/ PER MANUFACTURERS RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED UP FD FD FD FD FD FD FD FD A201 2 A202 3 A202 1 1 2 3 4 5 6 7 8 B C D E F G H J 5 9 A 27'-4"24'-0"32'-0"21'-8" 10'-8"10'-0"13'-2"8'-10" 2'-0" 64'-0"2'-0"18'-8" 95'-8"22'-8" 14'-8"2'-0" 12'-8"16'-8"24'-8"38'-0"64'-0"4'-0"6'-8" 7'- 8" 4'- 8" 6'- 4" 4 3/ 8" 16'- 7 5/ 8" 6'- 4" 3'- 4" 3'- 0" 21'- 2" 17'-4"16'-7"25'- 3" 2'- 9" 18'- 11" A201 4 A105 1 A106 1 A202 2 A202 6 A202 4 A202 5 11'- 11 3/ 4" 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 10 11 12 20 21 22 23 24 25 26 27 28 29 30 31 32 33343536373839404142434445464748 TENANT STORAGE A001 GARAGE A002 TRASH/ RECYCLING A003 STAIR A A004 ELEV. B A006 ELEV. LOBBY A007 HALL A008MECH.SERVICE A009 BLG. MAINT. /STOR.A010 GARAGE B001 GARAGE B002 MECH. B003 36'-8"8'- 8"18'-8"A202 7 A203 42'-0"39'-6"43'-2" 4'-0"60'-6" 4'-6"14'-2"7'-10"20'-0" 2'-10"3'-4" 1'-8" 14'-2"84'-8" 69'-0" 14'-2"35'-8"14'-2"217'-8"7'-10 3/8" R8'-2"17'-1"54'-0" 151'-8"105'-0"66'-0"169'-6" 2'-0" 163'-6"4'-0"12'- 6"19'-4"29'- 5"28'-0"30'-11" 28'-6"12'-6" 3'-3 1/4"4'- 8"6'-0" 3'-10 1/2"6'-0 1/ 2" 2'- 4 1/2"4'- 2 3/4"6'- 10 3/8" 12'-5 5/8"16'-8 1/4"8'-8"24'- 6 5/8" 18'-8"18'-5 1/2" REF. REF. REF. REF. REF. REF. REF. REF. REF. REF.UP UP WDDWREF.UP REF.A202 3 A202 1 1 2 3 4 5 6 7 8 B C D E F G H J 5 9 A A201 4 A107 1 A108 1 VEST A100 LOBBY A101 COMMONS A102 HALL A103 UNIT ' A' A105 UNIT ' B' A106 UNIT ' B' A107 UNIT ' B' A108 UNIT ' B' A109 STAIR B A110 UNIT ' C'A111 UNIT ' D' A112 UNIT 'E' A113 JC A114 UNIT ' F'A115 HALL A116 UNIT ' B1' A117 UNIT ' B1' A118 UNIT ' G'A119 TRASH A120 STOR A121 MEN A122 WOMEN A123 STAIR A A124 HALL A125HALL A128 BREAKFAST COUNTERA129 CONF. / PRIVATE DINING A130 DINING / ACTIVITY A131 HALL A132MECH. RM. A133 STAFF RM. A134 HALL A135 DON OFFICE A136 CLOSET A137 STOR A138 WORK RM. A139 HALL A140 CONF. RM. A141 RES SRVCS OFFICE A142 DIRECTOR' S OFFICE A143 MARKETING OFFICE A144 A201 3 A202 2 A202 6 A202 4 A202 5 HALL B100 MARKET B101 MAIL B102 HALL B103 ACTIVITIES OFF. B104 QUIET RM. B105 HEARTH RM.B106 SERVING B107 ACTIVITES B108 NURSE B109 MECH. B110 UNIT ' H' B111 UNIT ' I' B112 UNIT ' J'B113 UNIT ' K' B114 UNIT ' H1' B115 HALL B116 UNIT ' H3'ACCESSIBLE B117 UNIT 'H2' B118 STOR B119 ACTIVITY B120 UNIT ' H4' B121 UNIT ' H3' ACCESSIBLE B122 HALL B123 UNIT ' H2' B124 UNIT ' H4' B125 UNIT ' L' B126 UNIT ' M' B127 STAIR C B128 UNIT ' H5' B129 STOR. B130 LAUNDRY B131 HALL B132 SPA B133 RESTROOM B134 UNISEX B135 STOR. B136 PREP B137 OFFICE B138 COOKING B139 DISHWASH B140 A202 7 6'-0"39'-2" 43'-2"69'-4"14'-2"35'-8"14'-2" 64'-0" 18'-8"26'-10"10'-4" 26'-10"82'-8"27'-11"8'-2"27'-11"7'-8"23'-8"8'-0"24'-8"9'-10"21'-9"21'-9"28'-11" 2'-9"34'-4"27'-8"31'-8"22'-8" 14'-8" 13'-1 1/ 2"16'-83/4"24'- 8"165'- 6"215'-8"23'- 6"13'- 2"8'-10"2'-0"2'-0"2'-0" 27'-8" 23'-4"32'-4" 19'-4" 22'-8" 20'-8" 22'-8" 21'-4"34'-4" 13'-4" 2'- 8"8'- 8"3'-0"806 SF 607 SF 607 SF 607 SF 607 SF 889 SF 1,026 SF 921 SF718 SF585 SF585 SF397 SF GUEST SUITE)494 SF 603 SF 588 SF702SF441SF441SF452 SF453 SF445 SF443 SF444 SF 613 SF 642 SF 443 SF 38'- 0" 45'- 6" 54'- 6"HALL B106B5'-4 3/4"5'- 4 3/ 4" 6'- 7 1/ 4" 2'- 0" 135° 252'- 0"69'- 6"14'- 10"16'-2"2'- 5"14'- 10"15'- 1"2'-5"15'-3" 9'-10"1'-2" 16'-0"14'-10"2'- 5"15'-2"13'- 8"11'-5"1'-3" 1'-3"1'- 3"18'-4"18'-10"X X X X X X X X X X X X XXXXXX5' HIGH ALUMINUM AMERISTAR ECHELON SERIES FENCE TRASHENCLOSURE B107C F100 1 F101 1 A201 1 JC B137B 6'-6"6'-6"8'- REF. REF. REF. REF.REF. REF. REF. REF. REF. REF. REF. REF.REF. WUP REF. REF. REF. UP UPREF. REF. REF.REF.REF.REF.REF.REF.REF.REF. REF. REF. REF. REF. D W DREF. REF. REF.REF. A202 3 A202 1 1 2 3 4 5 6 7 8 B C D E F G H J 5 9 A A201 4 A109 1 A110 1 A201 3 A202 2 A202 6 A202 4 A202 5 PUB/ CLUB A200 UNIT ' A' A202 UNIT ' B' A203 UNIT ' B'A204 UNIT ' B' A205 UNIT 'B' A206 STAIR B A207 UNIT 'C' A208 UNIT ' D' A209 UNIT ' E'A210 MECH. A211 UNIT ' F' A212HALL A213 UNIT 'B1' A214 UNIT ' B1' A215 UNIT ' N' A216 LAUNDRY A217 TRASH A218 STAIR A A219 HALL A220 HALL A221ELEV. A A223 ELEV. B A222 WOMEN A224 MEN A225 IT A226 UNIT ' B5' A227 UNIT ' B'A228 HALL A229 FITNESS A230 HOUSEKEEPING A231 UNIT ' W'A232 UNIT ' B4' A233 UNIT ' B2' B200 UNIT ' B4' B201 HALL B202 UNIT 'B4' B203 UNISEX B204 MECH. B205 OFFICE B206 UNIT ' P' ACCESSIBLE B207 UNIT ' Q' B208 UNIT 'B3' B209 UNIT 'R' B210 UNIT 'S' B211 UNIT 'T' B212 HALL B213 UNIT ' B' B214 UNIT ' U1' B216 HALL B217 UNIT 'U' B218 UNIT 'R1' B219 UNIT ' M1' B220 STAIR C B221 UNIT 'T1'B222 SINK B223 SALON B224 UNIT 'T2'B225 UNIT 'B1'B226 UNIT 'V' B227 A202 7 2'-8"11'-10"33'-5"33'-5" 21'-8"17'-8"31'-4"13'-0"6"165'-6"6"63'-0"6"64'-0"27'-11"8'-2" 27'-11" 13'-7 1/4" 15'-8 3/4" 24'-8"6"1'-6"6" 7'-8"23'-8"8'-0" 23'-8"6"18'-8"26'-10"10'-4"26'-10"82'-8"6"27'-4"23'-0"32'-0"20'-4" 21'-8"21'-8"21'-8"22'-4"33'-4"13'-4" 2'-8"8'- 8"3'-0"6"14'-4" 34'-4" 14'-4" 70'-0" 43'-2"38'-6"18'-8" 26'-10" 10'-4"26'-10"69'-0"27'- 11"8'- 2"27'-11"215'- 8"70'- 0"2'- 0"2'- 0"38'- 0"23'- 4"12'- 2"9'- 10"15'-8"21'- 8"32'- 8"86'- 0"33'- 4"27'- 8"4'-0"21'-6" 13'-0"30'-6" 7'-0"10'-0"2'- 6"24'-0"6'- 10"21'-8"6'-0" 794 SF 607 SF 607 SF 607 SF 607 SF 888 SF 1, 026 SF 921 SF784 SF583 SF583 SF440 SF 597 SF 609 SF 609 SF 710SF 463 SF 677 SF 623 SF 797 SF476 SF892 SF 583 SF856 SF 591 UP REF. REF. REF. REF. REF. REF. REF. REF.REF. REF. REF. REF. REF. REF. REF. REF. REF.REF.REF.REF.REF.REF.REF.REF. REF. REF. REF. REF. DREF. DDWWWREF. REF. REF. REF.REF. A202 3 A202 1 1 2 3 4 5 6 7 8 B C D E F G H J 5 9 A A201 4 A111 1 A112 1 A201 3 A202 2 A202 6 A202 4 A202 5 ACTIVITY/ MPR A300 UNIT ' A' A302 UNIT ' B' A303 UNIT ' B'A304 UNIT ' B' A305 UNIT 'B' A306 STAIR B A307 UNIT 'C' A308 UNIT ' D' A309 UNIT ' E' A310 JC A311 UNIT ' F' A312 HALL A313 UNIT 'B1' A314 UNIT ' B1' A315 UNIT ' N' A316 JAN. A317 TRASH A318 HALL A319 STOR. A325 HALL A322 ELEV. B A323 ELEV. A A324 LAUNDRY A326 UNIT ' B5'A327 UNIT ' B' A328 UNIT 'X' A329 HALL A330 CHAPEL A331 STOR. A333 UNIT 'B2A' B300 UNIT 'B6' B301 HALL B302 UNIT ' B6'B303 UNISEX B304 MECH. RM.B305 STOR. B306 UNIT ' P' ACCESSIBLE B307 UNIT 'Q' B308 UNIT 'B3' B309 UNIT 'R' B310 UNIT 'S' B311 HALL B312 UNIT ' T'B313 UNIT ' B' B314 HALL B316 UNIT ' U1'B317 UNIT ' U'B318 UNIT ' R1'B319 UNIT 'M1'B320 STAIR C B321 UNIT 'T1'B322 LIBRARY B323 UNIT 'T2'B324UNIT 'B1'B325 UNIT ' V'B326 4'-4" 2'-8"5'-6 3/4"20'-9 1/2" 5'-6 3/4" 8'-9 1/2" 8'-9 1/2" 5'-6 3/4" 5'-6 3/4"20'-10 1/4" 8'-6 1/ 4" 5'-6 3/4" 5'-6 3/4" 8'-6 1/4" 5'-6 3/4" 8'-6"5'-6 3/4"8'-6 1/4"5'-6 3/4"8'-5 1/4"5'-6 3/ 4"8'- 6 1/4"6'-8 1/4"20'-10"20'-10 1/4"5'-6 3/4"5'-6 3/4"8'-6 1/4"20'-9 1/2"5'-6 3/ 4"21'- 9 1/ 4"22'- 0"A202 7 21'- 9 1/4"5'-6 3/ 4"8'-6 1/4"8'- 6 1/4"8'-6 1/4"5'-6 3/4"5'- 6 3/4" 6'-11/2"2'-8" 11'-10" 33'-5" 33'-5" 21'-8" 17'-8"31'-4" 13'-0" 6"165'-6"6"63'-0" 6"64'- 0"27'-11"8'- 2"27'- 11"13'- 7 1/ 4"15'- 8 3/ 4"24'-8" 6" 1'- 6" 6" 7'-8" 23'-8" 8'-0"23'-8"6"18'- 8" 26'- 10" 10'- 4"26'- 10"82'-8"6"27'- 4"23'-0"32'- 0"20'-4"21'-8" 21'-8"21'-8" 22'-4"33'-4"13'- 4"2'-8" 8'-8"3'-0"6"14'- 4" 34'- 4" 14'- 4"70'-0"43'- 2"38'-6" 18'-8"26'- 10"10'-4"26'-10"69'- 0"27'-11"8'-2" 27'-11"215'- 8"2'-0"2'-0"38'- 222LAP EPDM MEMBRANE TREATED WOOD CURB SUPPORTS, - SEE MECH. MECH. UNIT W/ ISOLATION OVER CURB, TYP. 8" MIN.EPDM MEMBRANE ROOFING ROOF INSULATION SPRAY FOAM INSULATION 2 4 REQUIRED SEE STRUCT. FOR FRAMING TREATED WD. WD. CANT 2-PLY BASE FLASHING SHEET METAL COUNTERFLASHING CURB & FLASHING ROOF HATCH W/ INTEGRAL 3/4" P. T. PLYWOOD BLOCKING AS12" MIN. TYPICAL ROOF SYSTEM SPRAY FOAM INSULATION FASTENED @ 32" O.C., TYP.PRE- FINISHED MTL. FLASHING TYPICAL ROOF SYSTEM EXTERIOR MATERIALS, SEE ELEVATIONS 5/ 8" APA RATED WDSHEATHING SPRAY FOAM INSULATIONSLOPE INSUL. 1/4" : FT.SLOPE INSUL. 1/4" : FT. ROOF DRAIN + 0" SEE 1/ A701) OVERFLOW DRAIN 2" (SEE 2/A701) SLOPE INSUL. 1/4" : FT. SLOPE INSUL. 1/ 4" : FT.+ 5.5"4.75" 11" 4"4. 75"10.5"3. 5"1.125" ROOF DRAIN +0" SEE 1/ A701)OVERFLOW DRAIN 2" ( SEE 2/A701) 7"8.75" 6. 75"+6. 5"ROOF DRAIN + 0" SEE 1/A701)OVERFLOW DRAIN 2" ( SEE 2/A701) ROOF DRAIN + 0" SEE 1/A701) OVERFLOW DRAIN +2" SEE 2/A701) SLOPE INSUL.1/ 4" : FT.SLOPE INSUL.1/ 4" : FT.3" 3"4. 75"4.75" SLOPE INSUL. 1/8" : FT. SLOPE INSUL. 1/ 8" : FT. ROOF DRAIN +0" SEE 1/ A701)OVERFLOW DRAIN + 2" SEE 2/A701) SLOPE INSUL. 1/4" : FT.SLOPE INSUL. 1/4" : FT.SLOPE INSUL. 1/ 4" : FT. SLOPE INSUL.1/ 4" : FT. 8.5" 10. 25"9" 10.25" 9"SLOPE INSUL. 1/4" : FT.SLOPE INSUL. 1/ 4" : FT.9" SLOPE INSUL. 1/ 4" : FT.SLOPE INSUL. 1/ 4" : FT.+ 9"7. 5"10. 75"4. 25"3. 75" ROOF DRAIN +0" SEE 1/A701)OVERFLOW DRAIN + 2" SEE 2/ A701) 6.25"8. 25" 3"2.5" SLOPE INSUL.1/8" : FT. SLOPE INSUL.1/ 8" : FT.SLOPE INSUL. 1/ 4" : FT.SLOPE INSUL. 1/4" : FT. SLOPE INSUL. 1/4" : FT.SLOPE INSUL. 1/4" : FT.+ 3"4" 3.5"SLOPE INSUL. 1/4" : FT. SLOPE INSUL. 1/4" : FT.OVERFLOW DRAIN +2" SEE 2/A701)5.25" 1.5" 1.5"3. 25"2.75" ROOF HATCH SLOPE1/4" : FT.SLOPE 2. 5 : 12HIP RIDGEHIP RIDGESLOPE2. 5 : 12SLOPE 2.5 : 12 SLOPE 1/4" : FT.SLOPE1/4" : FT.SLOPE1/ 4" : FT. SLOPE 1/4" : FT.SLOPE1/ 4" : FT.SLOPE1/ 4" : FT.SLOPE 1/ 4" : FT. SLOPE1/4" : FT. SLOPE1/4" : FT.SLOPE1/4" : FT.SLOPE1/ 4" : FT.SLOPE1/ 4" : FT. SLOPE1/4" : FT. SLOPE1/4" : FT.SLOPE1/4" : FT.SLOPE1/ 4" : FT.SLOPE1/ 4" : FT. SLOPE1/4" : FT. SLOPE1/4" : FT.SLOPE1/ 4" : FT. SLOPE 1/ 4" : FT.SLOPE 1/4" : FT.SLOPE 1/4" : FT.SLOPE 1/ 4" : FT. SLOPE 1/4" : FT.SLOPE 1/4" : FT. FULLY ADHERED EPDM MEMBRANE ROOF OVER TAPERED INSULATION ASPHALT SHINGLES OVER ICE & WATER SHIELD, TYP.PRE- FINISHED MTL. GUTTER & DOWNSPOUTS -TYP. WHERE SHOWN TIE DOWNSPOUTS TO THE STORM DRAINAGE SYSTEM) SLOPE2. 5 : 12ROOF DRAIN +0" SEE 1/A701)SLOPE 2.5 : 12 ASPHALT SHINGLES OVER ICE & WATER SHIELD, TYP.PRE-FINISHED MTL. GUTTER & DOWNSPOUTS -TYP. WHERE SHOWN TIE DOWNSPOUTS TO THE STORM DRAINAGE SYSTEM)6" 8.5"3.5" ROOF DRAIN +0" SEE 1/ A701)ROOF DRAIN + 0" SEE 1/A701)SLOPE INSUL.1/8" : FT.SLOPE INSUL.1/8" : FT. SLOPE INSUL.1/ 8" : FT. SLOPE INSUL.1/ 8" : FT. SLOPE INSUL. 1/ 8" : FT. SLOPE INSUL.1/ 8" : FT. SLOPE INSUL. 1/ 4" : FT. SLOPE INSUL. 1/ 4" : FT. SLOPE INSUL. 1/ 4" : FT.+ 6. 5"+ 6. 5" 8. 25" 9.5" DOWNSPOUT BELOWDOWNSPOUT BELOW 4. 25"+ 4. 25" SLOPE INSUL. 1/ 8" : FT. SLOPE INSUL. 1/ 8" : FT. SLOPE INSUL.1/8" : FT.COLUMN BELOW, TYP.10"2.75"3.25"1.5" 1.5"10"OVERFLOW DRAIN +2" SEE 2/A701)OVERFLOW DRAIN 2" (SEE 2/A701)4 A701 15 A702 7 A701 PRE- FINISHED MTL. GUTTER & DOWNSPOUTS -TYP. WHERE SHOWN PROVIDE SPLASH BLOCKS AT GRADE)ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB ROOF CURB SLOPE 1/4" : FT.ELEVATOR SHAFT VENTING BY DESIGN/BUILD AS REQUIRED BY CODE SLOPE INSUL.1/4" : FT.SLOPE INSUL.1/4" : FT. MECHANICAL DOG HOUSE SEE MECHANICAL DESIGN/ BUILD FOR PENETRATIONS) MECHANICAL DOG HOUSE SEE MECHANICAL DESIGN/BUILD FORPENETRATIONS) 5 A701 15 A702 15 A702 15 A702 8A701 7 A701 8 A701 15 A702 SIM.15 A702 7A701 7 A701 15 A702 SIM.7 A701 15 A702 SIM.15 A702 SIM.7 A701 7 A701 7 A701 8 A701 SIM.7 A701 7 A701 8 A701 GENERAL NOTES: UPFDFD12345678BCDEA12A406TENANTSTORAGEA001GARAGEA002TRASH/RECYCLINGA003STAIR AA004ELEV. AA005ELEV. BA006ELEV. LOBBYA007HALLA008MECH.SERVICEA009BLG. MAINT. /STOR.A0101A3012A3014A301A40781314151617181927'- FD FD FD FD FD FD A202 3 1 2 3 4 5 6 7 8 F G H J 5 9 A201 4 A202 2 A202 6 A202 5 GARAGE B001 GARAGE B002 MECH. B003 1 A301 3 A301 1 2 3 4 5 6 7 8 9 10 11 12 20 21 22 23 24 25 26 27 28 29 30 31 323334353637383940414243444546474869'-0"2'-9"22'-9"13'-2"8'- 10"2'-1"10'- 8"4'- 6"3'-0"7'-6"7'- 6"2'- 0" 14'- 4" 7'- 8" 20'- 0" 2'- 10" 3'- 4" 1'- 6" 4'- 6" 9'- 10" 163'- 6" 64'- 0" 12'- 8" 16'-8" 24'-8" 2'-0" 2'-0" 28'-5"22'- 8"14'-8"B002 A003 1 1 1 1 3 3 3 6 6 5 6 4 8 8 5 6 9 9 17'- 0"28'- 0" 19'- 0" 6 6 6 SNOW MELT SYSTEMBYDESIGN/BUILD. MECH. VERIFY EXTENTS W/ CIVIL 17'- 0"28'- 0"18'- 4"9'- 0"9'- 2" 9'- 0" 1'-4"9'-0"9'-2"9'-0"8'-9 3/8"16'-1"28'-0"19'-11"17'-8"/1A105/1A10522'-0"18'-0"22'-0"2'-0"68'-6"18'-0" FUTURE CONNECTION 77'-0"2064'-0"8 60 MIN.60 MIN.A004 A007B P14 P16 90 MIN.P16 19'-0"24'-0"19'-0"9'-0" 9'-2"9'-0"1'-4"9'-0"9'-2"9'-0"1'-4"12'-4 1/4"7 7 8" CONC. WALLS 44'-10"54'-0"4'-0"36'-8"8'-8"18'-8"8" CONC. WALLS FLOOR SLOPE 1/8" : FT.SLOPE FLOOR1/4" : FT.SLOPE FLOOR1/4" : FT. SLOPE FLOOR1/ 8" : FT.6 7 13'- 10"1'-4" 9'-0" 9'-0"1'- 4"9'- 0"9'-0" 9'-0" 1'-1"1'- 4"2'- 1 1/8" 24'-0 1/4"6 5/8" 1'-4"1'- 2 5/ 8"10'-2 3/8" 9'-2"9'- 0"1'- 4"9'-0" 9'-2" 9'-0"1'- 4"8'- 10"3'-0" 7'-10" 9'-0"9'- 0"9'-0"1'- 4"9'- 0"9'- 0"9'- 0"1'- 4"9'-0" 9'- 0"9'- 0"1'- 4" 9'- 0" 9'-0" 9'- 0"1'-4"9'-0"9'- 0" 9'-0"1'-4" 9'- 1"4'-7"2'- 2" 2'- 2"3 FLOOR SLOPE 1/8" : FT.SLOPE FLOOR1/4" : FT.SLOPE FLOOR1/4" : FT.SLOPE FLOOR1/8" : FT. SLOPE FLOOR 1/ 8" : FT. SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR1/4" : FT.SLOPE FLOOR1/4" : FT.SLOPE FLOOR1/4" : FT. SLOPE FLOOR1/ 4" : FT.SLOPE FLOOR 1/ 8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/8" : FT.SLOPE FLOOR 1/4" : FT.SLOPE FLOOR 1/4" : FT. 22 22 TYP. TYP. 22 TYP.22 TYP.22 TYP.9'-9" 9"1'-0" TYP.3 TYP.3 TYP.3TYP. TYP.3TYP.3 TYP.3TYP. 9'-0"7'- 4"3'- 0"B002A 2'-2"23'-4" 8"2'-2"45'-4" 35'-4"14'-4"28 28 6'- 6"3'-0"21'-2"17'-4"16'-7" 25'-3"2'-9"18'-11"54'-0"27'- 11"8'-2"27'-11" 11 A703 16 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER: Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 4/14/ 2020 9:27:41 AMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A106 GARAGE FLOOR PLAN -AREA B 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE: 1/8" = 1'-0"A106 1 GARAGE FLOOR - AREA B NUMBERED CONSTRUCTION NOTES KEYNOTE # NOTE 1 PRECAST CONCRETE COLUMN (SEE STRUCTURAL)2 PAINTED ACCESSIBLE PARKING SYMBOL 3 4" WIDE 'WHITE' PAINT STRIPING, TYPICAL 4 PREFORMED TRENCH DRAIN (SEE MECH. AND CIVIL DRAWINGS)5 PROVIDE HINGED METAL GRATE COVER OVER AREA WELL 6 AREA DRAIN (SEE MECH.)7 BRACKET MOUNTED FIRE EXTINGUISHER 8 6" DIA.CONCRETE FILLED PIPE BOLLARD, SEE DETAIL 8/G003 9 PRE-FABRICATED PAINTED METAL ACCESS LADDER 10 WIRE MESH STORAGE LOCKERS 11 REF. REF. REF.REF. REF.REF.REF.REF.REF.REF.REF.DN REF. UP 1 2 3 4 5 6 7 8 B C D E A VEST A100 LOBBY A101 COMMONS A102 HALL A103 UNIT ' A' A105 UNIT ' B' A106 UNIT ' B' A107 UNIT ' B' A108 UNIT ' B'A109 STAIR B A110 UNIT 'C' A111 UNIT ' D' A112UNIT 'E' A113 JC A114 UNIT ' F'A115 HALL A116 UNIT ' B1' A117 UNIT ' B1' A118 UNIT 'G' A119 TRASH A120 STOR A121MEN A122 WOMEN A123 STAIR A A124HALL A125 ELEV. A A126 ELEV. B A127 HALL A128 BREAKFAST COUNTER A129 CONF. / PRIVATE DINING A130 HALL A132 MECH. RM. A133 STAFF RM. A134 HALL A135 DON OFFICE A136 CLOSET A137 STOR A138 WORK RM. A139 HALL A140 CONF. RM. A141 RES SRVCS OFFICE A142 DIRECTOR' S OFFICE A143 MARKETING OFFICE A144 A502 13 A502 14 12 A5021 A502 3 5 A401 1 A401 2 A402 2 A402 3 A402 4A402 5 A402 6 A5026A502 8 A502 10 9 3'-6"6'-4"6'-2"9'-1 1/8"6'-5 7/8"6'-6 1/8"9'-4 7/8"5'-10"6'-2"9'-0"7'-0"6'-9"2'-9"3'-0"12'-0" 12'-0"7'-4"6'-0"15'-2"6'-6"9'-10"21'-9"21'-9" 28'-11" 36'- 3 5/ 8" 28'- 5 3/ 8" A502 15 1 A301 2 A301 4 A301 A407 4 A406 5 CLOSET A132A A502 11 A202 7 A401 3 19'-10"21'-8"21'-2"22'-8"21'-4" 34'-4"13'-4"2'-8"8'-8"3'-0"6"8'-10"8'-6"2'-6"10'-9"10'-11"4'-6"6'-4"6'-4"4'-6"10'-11"10'-9"4'-6"6'-6"6'-10"4'-6"10'-5"5'- 5" 5'- 7" 11'- 11"7'-2"6'-2"6"2'-0"7'-8"24'-2" 8'-0"24'-2"2'-0"64'-0"6" 4'-0"3'-8"18'-6"5'-2"4'-0"4'-0"17'-8"6'-0"6"A407 10 17'-0"A406 8 11'-5 7/8"20'-10 1/4"10'-9 7/8"8'- 11 7/8"8'- 6 1/4"5'-7 3/8"11'- 4" 11'- 4" 12'- 8" 12'- 8" 12'- 8" 13'- 5 1/ 2" 20'- 2" 27'- 4" 23'- 0" 15'- 9" 16'- 3" 6" 6'- 9 1/2" 6"4'- 8" 9'- 0" 3'- 9 1/ 8" 5'-2 7/ 8" 4'- 8" 9 7/ 8" 5'- 2 1/8" 7'- 2 5/ 8" 6'-3 3/8" 3'-6"1'-2 5/8" 6'-7 7/8" 7'- 10 1/ 2"6"6'-0"6'-4" 3'- 6 1/ 8" 9'- 5 7/8"5'- 11 5/ 8"7'-2 3/ 8" 16'- 3" 10'- 1 7/ 8" 5'- 11 5/ 8" 2'- 5 1/ 2"2'-5 1/2"2'-5 1/2"3'-5"6"45'-0"39'-0"43'-2"A131C A130 A129 A133 A134 A141 A142A143A144A100CA131B A103 A131E A139A138A136A137 A132AA128A A128A131D A120A123A122A121B100 11 12 13 14 15 16 18 A502 7 A132 A140 A110BA A A A A A A B C C B E E E E E E E E E E A124A114A110AA100B/1A108/1A10812 21 12 12 12 21 12 12 2121 20 MIN.20 MIN.20 MIN.60 MIN.20 MIN. 20 MIN. 45 MIN.60 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.60 MIN.11 112323 TYP.A B AA A A A A A A AB AAAAA A P9 P6 P6 P19 P6 P6 P9 P9 P6 P6 P6 P6 P9 P9 P9 P9 P7 P2P2 P2P2 P7 P2P2 P2 P2P2 17'-5 1/ 8" 10'- 8 3/ 4" 12'-4 3/4"11'-0"14'-10"15'-11 3/8"9'-10 1/4"3'-6" 3'-6"8'-3 5/8"4'-2 5/8"3'-0"2'-3 1/8" 1'-2 5/8" 3'-6 1/8"9'-1 3/8"2'-3 1/8"1'-4 1/2"P6P6 6"146'-6"6"8'-4"3'-4 7/8"8'-6 1/ 4" 22'-9 3/4"10'-5 1/8"10'-5 1/8"31'-9 3/4"8'-6 1/4"16'-9 3/4"8'-6 1/4" 17'-4 7/8"P7 P2 P11 20'-3 1/4" 10'-4 1/2" 10'- 5" 22'- 6 1/2"10'-4 3/4"10'-4 3/4"23'-2 1/ 2"8'-9 1/ 2"14'-10 1/2"8'-9 1/ 2" 14'- 3 1/ 4" 30'- 7" 21'- 9" 21'- 9" 21'-9" 21'- 9" 11'- 0"25'- 9" 5'- 0 3/4"3'- 0"5'-0 3/4"6"18'-8"26'-10" 10'-4"26'-10" TYP.P11 P2 25 26 5'-4 3/4"8'-6"5'-5"9'-9"11'-2 1/ 8"24'-6 1/8"1'-8 7/8"6'-9 1/ 8"1'-10 1/ 8" 12'- 2 5/8" 1'- 8 7/8"5'- 4 3/4"1'- 10 1/8"6'-7 7/8"STAMPED AND STAINED CONC. 38'- 0" 16'-2 3/ 8" 9'-2 7/ 8" 5'- 9 3/ 8" 10'- 3 1/ 8"5'- 11 1/4"4'- 6 5/ 8" 13'- 6 1/4"4'- 6 5/8"7'-2 1/2"3'-3 1/ 4" 1212 3'- 0" 14'-4 1/8" 13'-10 3/4"26'-4 1/8"7'-10 1/4"16'-9 3/4"7'- 10 1/4"15'-2 3/4"10'-3 1/4"5'- 6 3/4"8"6'-8 1/2"8"5'-7" STAMPED AND STAINED CONC.6" 44'-3" 2'-8"14'-10"2'- 8"3'-3"4'- 2"2 A502 4 26'- 10"5'-2"3'- 0"21'-2"17'-4" 16'-7"25'- 3"2'-9"18'-11"3'- 6 1/ 2" 11'- 11 1/2"5 3/ 4"3'-0" 5'-11"4'- 7 1/4"14'-33/ 4"29 A800 3 P18 A503 10 24 24 24 24 24 A503 14 15 12 13 5'-0"11 A703 11'-0 1/2"3'-6 3/ 8"2'-9"4'-9 1/8"9 3/ 8"18'-6"5'-3"2'-10 1/2" 1'-0"1'-0"1'- 0"1'-0"11 1/ 8"1'-0"1'-0"1'-0"1'-0"2'-7 1/2"7'-6 1/8"15'- 1 7/8"20'-0" 21'-2"22'-5"34'-10"7'-6"13'-6"28'- 3"21'-2"22'-4"21'-2"22'-2"5'-6 3/4"5'-6 3/4"7'-6 1/8"P19 P19 P9P9P9 A503 19MIN. CLEAR3'-7"EQEQ18'-9"9'- 10 1/2"31 8'-9 1/2"11'-3 1/4"3'-4 3/ 8"4'-6 3/4"5'- 5 3/4"4'-9 1/2"P3 20 MIN.STORAGE A104 5'-0" CLEAR A104P9 1'-2"1'- 2"P1 21 21212121 21 21 21 21 21 21 2'-0"2'-1 1/8"7'- 0" P1 2'-10 7/8"DINING /ACTIVITY A131 10'-5 3/4"3'-8 5/8"8'- 2 3/8"1'- 7"9'-7 1/2"1'-7" 7'-4 1/2"11'-2"8'-9 1/2"15'-8 1/2" 4'-4"16'-3"31 31 31 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN. 2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED. 3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 7/ 31/2020 2:31:25 PMBIM WDDWA202 3 A202 1 A204 1 4 5 6 7 8 F G H J 5 9 A201 4 A202 2 A202 6 A202 5 HALL A128 HALL B100 MARKET B101 MAIL B102HALL B103 ACTIVITIES OFF. B104 QUIET RM. B105 HEARTH RM. B106 ACTIVITES B108 NURSE B109 MECH. B110 UNIT 'H' B111 UNIT 'I' B112 UNIT 'J' B113 UNIT 'K' B114 UNIT 'H1' B115 HALL B116 UNIT 'H3' ACCESSIBLE B117 UNIT 'H2' B118 STOR B119 ACTIVITY B120 UNIT 'H4' B121 UNIT 'H3' ACCESSIBLE B122 HALL B123 UNIT 'H1' B124UNIT 'H4' B125 UNIT 'L' B126 UNIT 'M' B127 STAIR C B128 UNIT 'H5' B129 STOR. B130 LAUNDRY B131 HALL B132 SPA B133 RESTROOM B134 UNISEX B135 STOR. B136 PREP B137 OFFICE B138 COOKING B139 DISHWASH B140 A403 6 A403 7 A403 8 A403 1 A403 5A404 1 A403 9 A50220 18 19 A50221 A502 17 A5022223 A502 24 25 A50323 16'-2"8'-0"5'-6"11'-4"23'-9 3/8"8'-0"17'-8 1/2"12'-0"25'-1"13'-6"11'-11"9 7/8"11'-8 1/4" A502 15 16 1 A301 3 A301 A403 2 A403 3 A402 7 A403 4 A408 3 2'-0"6'-0"5'-7"6'-0 1/2"5'-10 1/2"5'-7 3/4"7'-6 1/4"6'-0"2'-10" 47'-6" 6"6'-0"7'- 8"11'-0"5'-3"2'-6"2'-6"7'-2 5/8"7'-2 3/8"13'-8"6"64'-0"2'-8"162'-4"12'-2"5'-4"10'-10"9'-1"8'-2"5'-4"12'- 2"8'-6"6'-9"9'-10"6'-0"11'-2"4'-6"12'-9"2'-11"12'-3"7'-1"11'-4"6'-2"6"6" 19'-6"14'-0"4'-10"18'-6"6'-2"6"5'-2 1/2"3'-1"6'- 9" 6'- 9 5/ 8"3'- 10 3/8" 4'- 1" 7'- 10" 6'- 8" 5'- 2" 12'- 10" 6" 15'- 8" 6'- 2" 11'-4" 4'-2" 9'-3 3/ 4"12'-11"5'-1"5'-4 1/ 4"6'- 9" 16'- 1" 16'- 4" 16'-5" 11'- 0" 16'- 0" 16'- 1"9'-3"7'-1"B137AA128A128A B105B103B104 B106 B138B136B137B B109 B110B119B130B135 B133B132B131 B101A B101B B100 A121 A122A123A203 4 13 7 11 12HALL B106B DINING B107B SERVING B107 G B128AB128B/ 1 A107 / 1 A107 21'- 3" 21 2'- 8" 13'- 0"2'-8" 18'-10" 18'- 4"TRASH ENCLOSURE B107C 8" 8" A406 102'- 6 1/ 4"4'- 7"3'- 1 1/ 4"12'- 6"27'- 4"19'- 5 1/ 2"AAA A A B C B A A A A A A A A A A A A A A A 10'-0"10'-0"10'-0"10'-0"10'-0"10'- 0" 8'- 0"2'-0"STAMPED AND STAINED CONC.CONC. SIDEWALK, SEE CIVIL27'-3 1/ 2"20'-10"19'-4 1/2"2'-0"A406 2 14 P7 P2 P2 P8P8 P2 P2 P8 P11 P2 P9P9 P9 P9 P9 P6 P6 P6 P6 P6 P9 P2 P9 P6 P6 P6 P6 P6 P7 P9 P9 1 145 MIN.45 MIN.45 MIN.20 MIN.20 MIN. 20 MIN.20 MIN.60 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN. 20 MIN.20 MIN.20 MIN.10'-1 5/ 8"5'-8"9'- 5" 0" 28'- 5 1/8"13'-4 7/8"6'-3 1/8"7'-4 3/8" 5'-2"9 1/2"7'-3"1'- 9 1/ 2" 11 P9 2323 63'-0" 25'- 2 7/8" 8'- 6 1/4"29'- 2 7/ 8" 6'- 10"22'-10 7/8"8'-6 1/4"14'-2 7/ 8"6'-2 1/2"9'- 1 1/8" 10'- 6" 23 P9 13'- 4 7/ 8"8'-6 1/4" 23'-6 7/ 8" 11 22'- 11 3/ 8" 8'- 5 1/ 4" 24'- 11 7/ 8"8'-5 1/ 4"15'- 5 1/ 4"8'- 6 1/4"42'-1 7/8"8'- 6"22'-11"12'-2"16'-2" 17'-3"17'-6"15'-3"9'-10"17'-2"17'-3" 15'-2"24'-7"38'-4"24'-8"17'-5"23'- 9"12'-10"13'-5 3/4" 12'-11"8'-4 5/ 8"13'-2 5/ 8"4'-10 3/8" 7'-11 3/4" 9'-10"1'-0 5/ 8"9'-4 1/8"3'-6 1/2" 15'- 2 5/ 8" 38'-4"24'-8"12 12 12 6'- 8 1/4" 5'-6 3/4"5'-6 3/4"5'-6 3/ 4"5'-6 3/4" 1'-0"1'-0"1'-0" 1'-0"G003 2 B120 9'-10 1/4"17'-11 7/ 8"26'-6"18'-8"9'-6 7/8" B139 5'-4"3'-6 1/2"12'-0 7/8"5'-0 3/ 4"3'-4"4'-6" 4'-2 7/8"JC B137B 4'-0"P7P7 WALK-IN REFRIG.WALK-IN FREEZE B137C 20 MIN. 10'-0"8'-3 3/ 4"G 17'-0"9'-2 3/4"3"1'-1 1/8"1'-2"3'-8 3/8"11 A703 A503 19P1 8'-0 7/8"6'-3"6'-6 3/4" 8 1/2"2'-2 1/2"7'-7 3/4"1'-7"9'-0" 6'-8 7/8"5'-8"31 20 MIN. 1 F F F F F F 3'-2 5/8"8'-1 3/4"242'-0" 2'-0"1'-6"21 15 21 15 21 21 15 21 21 15 15 21 15 12 15 12 15 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN. 2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 4/6/2020 8:50:27 AMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A108 FIRST FLOOR PLAN -AREA B 08-1866.00 JULY REF. REF. REF. REF. REF.REF. REF. REF. REF. REF.REF.REF.REF.REF.REF.REF.D W DN A201 1 1 2 3 4 5 6 7 8 B C D E A PUB/ CLUB A200 UNIT 'A' A202 UNIT 'B' A203 UNIT 'B' A204 UNIT 'B' A205 UNIT 'B' A206 STAIR B A207 UNIT ' C' A208 UNIT ' D'A209 UNIT ' E'A210 MECH. A211 UNIT ' F' A212 HALL A213 UNIT ' B1'A214 UNIT ' B1' A215 UNIT ' N' A216 LAUNDRY A217 TRASH A218 STAIR A A219 HALL A220 HALL A221 ELEV. A A223 ELEV. B A222 WOMEN A224MEN A225 IT A226 UNIT 'B5' A227 UNIT 'B' A228 HALL A229 FITNESS A230 HOUSEKEEPING A231 UNIT 'W'A232 UNIT 'B4'A233 A404 2 A405 7 6"5'-11"25'-5 3/4"6'-9 1/2"3 3/4"6'-0 1/8"15'-5 1/8"15'-0 3/4"6'-8"38'-6"43'-2"23'-8"8'-0" 23'-8"7'- 8"6"4'-0"3'-8"18'-6"5'-2"3 3/8"3'- 8 5/8"4'-0"17'-8"6'-0"6"27'-4"23'-0"52'-3 3/8"21'-9 1/4"21'-6 3/4"21'-9 1/4"22'-2 3/4"33'-5 1/4"13'-4"2'-8"8'-8"3'-0"38'-0" 63'-0 5/8"86'-0"33'-4"27'-8"6"3'-0"2'-0"2'-0"2'-0"2'-0"8'-9 3/4"18'-4 7/8"4'-10"5'-11 3/8"4'-0"6'-4"6'-2"9'-0"6'-7"6'-5"9'-6"5'-10"6'-2"9'-0"6'-10 7/8"6'-10 1/8"3'-3"2'-6"12'-0"12'-0"6'-10"6'-6"15'-3 1/8"5'-11 1/2"8'-6"2'-5 3/8"10'-9 5/8"10'-11 5/8"4'-5 3/8"6'-4"6'-5 1/8"4'- 4 1/4"10'- 11 5/8"10'- 9 5/8"4'- 5 3/8"6'- 6"6'-10"4'- 5 3/8"10'- 5 5/8"6'- 2"4'-10" 11'-11 5/8"7'-1 3/8"6'-2 5/8"8'-6"12'-0" 6'- 10"5'- 6" 8'-2 1/ 2" 2'- 6" 2'- 6" 4'- 3 1/ 2" 3'-1 3/ 4" 3'- 1 3/ 4" 3'- 1 3/ 4" 3'- 1 3/ 4" 3'- 1 3/ 4" 1'- 2 7/ 8" 2'- 3 1/ 8" 2'- 11 1/ 2" 3'- 2 3/8"2'- 11 1/2"2'- 3 1/8"1'-4 1/2"6"8'-10" 21'-8 3/4"21'-5 1/4"3 3/4"6'-9 1/2"31'-4 3/4"10'-4"21'-9"21'- 9"28'-11"36'-3 5/ 8"27'-11 3/ 8"A50227 A502 28 A50229 A502 30 1 A301 2 A301 4 A301 A407 1 A406 43'-8 7/8" 9'-9 1/2" 1'- 9 1/ 8" 6'- 0 3/ 8" 8'- 9 1/ 2"3'- 10"A202 7 A401 7 12 A407 A407 6 A203 3 A200B A200AA230 A229 A221 A218 A217 A226A225A22413 P8 P18 P8 P8 P8 P9 19 P7 P8 P7 P7 P10 P10 P9P9 10'-3 1/ 4" 3'- 11 5/ 8" 28'- 4" 21'- 2" 22'- 3" 21'- 2" 22'- 2" 11'- 0 1/ 2"6'-1 3/ 8" 8'- 4 1/ 8" 20'- 8 3/ 8" 21'- 2" 22'-4"34'-11"7'-6"12'-5 5/8"9'-10"10'-10"9'-7 1/8"9'-7"6'-0 3/8"11'-6 5/8" 3'-8 7/8" 1'-0 1/8" 8'-10 1/8"11'-2 1/2" 8'- 8 1/ 2"4'-0 3/8"19'-2 1/8"13'-0 1/2"10'-4 3/4"22'-3 1/2"10'-2 1/2"7'-10"21'-3 7/8"9'-4 1/4"A211D D D D/1A110/ 1A110P7 P9 12 2121 21 21 21 12 A501 12 SIM 20 MIN.20 MIN.20 MIN.60 MIN.20 MIN.20 MIN.45 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.23 23 TYP.A A A A B A A E D E E E E E E E E A B AA A A A A A A AB AAAAA A A CB A A A P6 P9 P6 P6 P6 P6 P6 P6 P6 P9 P9 P6 P6 P6P6P6P6 P9 P9 P9 P9 P9 P9 P9 P9 P9 9'-7 1/2"3'- 6" 3'- 6" 1'- 8 3/ 4" 3'- 3 3/ 4" 2'- 3 1/ 8"1'- 2 3/4"27'- 7 3/8"22'-5 1/4"32'-0 1/2"31'- 3 7/ 8"21'- 9" 21'- 9" 21'- 9"21'- 9"11'- 0"27'- 11"11'-5 7/8"10'-5 1/ 8"10'-5 1/8"19'-9 3/4"8'-6 1/4"20'-11 7/8"18'-8" 26'-10"10'-4"26'-10"45 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN. 20 MIN.20 MIN.45 MIN.60 MIN.11 11 11 20'-3 1/ 4"10'-4 3/ 4"10'-4 3/4" 22'-6 1/ 2"10'-4 3/4"10'- 4 3/ 4" 23'- 2 1/2"8'-9 1/2"14'- 10 1/2" 8'-9 1/2"11'-8 7/8"8'-6 1/ 4"22'-9 3/4" 10'-5 1/8"10'-5 1/8"31'-9 3/ 4"8'-6 1/4"16'-9 3/4"8'-6 1/4"16'-10 7/ 8"8'-8 7/8"9'-9 5/8" 4'-3 3/8"4'- 3 3/8"6'-6 7/8"8'-0 3/4"8'-7 1/4"7'- 5 3/4"25 26 P9 16 5'-6 3/4"5'- 6 3/4"5'-1 1/4"9'-6 5/8" 12'-0 1/2"3'-4 3/4"5'-11"4 A701 A20729 4'-6"10'-0"1'-7 1/2"1'- 7 1/4"1'-7 1/4"1'-7 1/2"A231AA231B 20 MIN.20 MIN.A503 18 36 5'-0"5'-3 1/ 4"5'-6 3/4"5'- 6 3/4"8'-10"5'-5 3/4"4'-9 1/2"STORAGE A201 A20120 MIN.5'-0" CLEAR 21 21 21 21 21 21 21 21 21 21 21 21 21 21 2'-0" 2'- 1 1/8"13'-2 1/4"1'- 1 5/8"1'-4"1'-4"1'-4" 1'-1"2'-5" 3'-2"31 31 31 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN. 2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED. 3. REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 REF. REF. REF. REF.REF. REF. REF. REF. REF. REF. REF. REF. REF.WREF.DREF.UP DN REF. REF. REF. Vent HoodA202 1 4 5 6 7 8 F G H J 5 9 A201 4 A202 2 A202 6 A202 5 UNIT ' B2' B200 UNIT ' B4' B201HALL B202 UNIT 'B4' B203 UNISEX B204 MECH. B205 OFFICE B206 ADA B207 UNIT ' Q'B208 UNIT ' B3' B209 UNIT 'R' B210 UNIT 'S' B211 UNIT ' T' B212 HALL B213 UNIT 'B' B214 UNIT 'U1' B216 HALL B217 UNIT ' U'B218 UNIT ' R1' B219 UNIT ' M1' B220 STAIR C B221 UNIT ' T1' B222 SINK B223 SALON B224 UNIT 'T2'B225 UNIT 'B1'B226 UNIT 'V'B227 2'-6"2'-2"3'-10"7'-2"4'-9"6'-0"6'-1"4'-10"7'-0"3'-10"6'-10"11'-0"4'-0"2'-0"68'- 0"69'-6"4'-8"21'-9"21'-9"22'-1 3/8"10'-10 3/8"11'-3" 10'-6"11'-3"11'-3"10'-6" 2'-7 3/ 8"11'-10 5/8"5'-8"9'-8"10'-3"7'- 10"5'-8"20'-8"7'-1"5'-10"9'-8"6'-2"9'-6"8'-2"7'-6"9'-8" 9'-8"4'-6"14'-6" 33'- 5" 33'- 5" 21'- 8" 17'-8"31'-4"13'-0 5/8"5 3/8"6'- 0" 8'- 4" 13'- 6"2'- 1" 2'- 6" 2'- 6" 7'- 3" 6'- 6" 14'- 4" 6" 27'- 10" 35'-2"6"2'- 0" 5'- 4" 11'- 8" 6'- 4" 2 7/ 8" 5'- 11 1/ 8" 5'- 9" 6'-9 1/8"3'-4"20'-6 5/8"14'-8"21'-10"6'-0 5/8"27'-10 5/8" 35'-2 5/8"6'-9"6'-3"6 5/8"8'- 0 1/ 2" 7'- 8 7/ 8" 1'- 0" 17'- 8" 6'- 0" 13'- 0" 17'-4"23'-8"A404 6 A405 4 A405 1 23'- 6 7/ 8" 11'- 8 1/ 4" 10'-0 7/8" A404 4 A404 3 A503 17 1 A301 3 A301 A406 1 21'-9" 21'-9" 22'-1 3/ 8" A401 5 A404 5 A404 7 A401 4 16'- 1 3/ 8" A405 2 A401 6 A408 2 B202B204 B205 B206 P8 P8 P8 P8 P8 P8 7 12'- 9 1/8"10'-6 1/2"26'-6 7/8"13'-1 1/ 2"11'-10"31'-8"6'-6"13'-5"53'-10"18'- 8" 9'- 7" 9'-4"8'-2" 14'-0 1/2" 14'- 5" 8'- 10" 26'- 10 1/8"10'-9"14'- 2" 7'- 2" 11'-4" 10'-5" 8'- 5 1/ 4" 4'- 0" 4'- 3" 6'- 2 1/ 2"11'- 7 3/ 8"10'- 5"22'-8"10'- 5"8'- 4" 6'- 5 1/2" 4'-0"9'-0" 3'- 11 1/ 2"A405 5 A501 39/ 1A109/ 1A109B A A A A AA A A B C B A A A A A A A A A A A A404 8 A A A A A 45 MIN.60 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.20 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.45 MIN.11 11 11 B224 64'-0"P9 P6 P6 P6 P9 P9 P6 P9 P6 P2 P9 P9 P9 P9 P9 P9 P6 P6 P6 P6 P6 P6 P6 P6 P9 P9 P9P6 P627'-3 1/2"10'- 5"10'-5" 3'-5 1/2"11'-9 1/2" 6'-7 1/2"12'- 8 7/8"8'-6 1/4" 2'-0 7/8"2'-4 7/8"8'- 6 1/4"13'-8 7/8"B2218"7'- 10 1/4"8"23 23 TYP.6'-8 1/ 4"5'-6 3/4"5'-6 3/4"5'-6 3/4"5'-6 3/4"23 23 TYP.A406 6 8" 11'-2 3/4"8"B223A501 40 41 20 MIN.20 MIN.P2 9'-9"A A B A A405 3 A405 6 1'-0"8'-10"1'-0"8'-10"1'-0" 10'-10"PEDICURE STATION NIC)20 MIN.1'-2 7/8"1'-4 5/8" P1P4 A503 11 6'-8 1/4"21 21 21 12'-7 1/4"31 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 7/31/2020 2: 31:35 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A110 SECOND FLOOR PLAN -AREA B 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE:1/8" = 1'- 0"A110 1 SECOND FLOOR - AREA B NUMBERED CONSTRUCTION NOTES KEYNOTE # NOTE 1 PRECAST CONCRETE COLUMN (SEE STRUCTURAL)2 REF. REF. REF. REF. REF.REF.REF.REF.REF.REF.REF.REF. REF. REF. REF. DDWWREF. 1 2 3 4 5 6 7 8 B C D E A ACTIVITY/ MPR A300 UNIT 'A' A302 UNIT 'B' A303 UNIT 'B' A304 UNIT 'B' A305 UNIT 'B' A306 STAIR B A307 UNIT ' C' A308 UNIT ' D'A309 UNIT ' E'A310 JC A311 UNIT ' F' A312 HALL A313 UNIT ' B1' A314 UNIT ' B1' A315 UNIT ' N'A316 JAN. A317 TRASH A318 HALL A319 STOR.A325 HALL A322 ELEV. B A323 ELEV. A A324 LAUNDRY A326 UNIT ' B5' A327 UNIT 'B' A328 UNIT ' X' A329 HALL A330 CHAPEL A331 STOR. A333 A503 1 A50233 34 1 A301 2 A301 4 A301 A406 9 A407 3 A406 4 Sim A202 7 A326A318 A317A330 A331 A332A333 A300AA300BA322 A32518'-8"26'-10"10'-4"26'-10"38'-2 5/8"21'-7 3/8"21'-10"6'-8"30'-6"6'-0"3 3/8"32'-3 5/8"5'-11"2'-0"3'-0"8'-8"23'-4"6'-0"4'-0"4'- 7 5/8"16'-10 3/ 8"4'-9 5/8"3'-5 3/4"4'-8 5/8"30'-6"7'-0"5'-0 5/8"4'-11 3/8"2'-6"3'-9 5/8"20'-2 3/8"6'-10"21'-8" 6'-0"2'-0" 4'-0"3'-8" 18'-6"5'-2" 3 3/8"3'- 8 5/8"4'- 0"17'-8"6'- 0"2'-0"6" 7'-8"23'-8"8'-0"23'-8"6"2'-0"5'-6 3/4"2'-0"5'-6 3/4"8'-6"12'-0"6'-10"2 7/8"5'-3 1/8"8'-2 1/2"2'-6"2'-6"4'-3 1/2"3'-1 3/4" 3'-1 3/4" 3'-1 3/4"3'-1 3/4" 3'-1 3/ 4"1'- 2 7/8"2'-3 1/8"2'-11 1/2"3'-2 3/ 8"2'- 111/2"2'-3 1/ 8"1'-4 1/ 2"6"8'-10"8'-6"2'-6"0"10'- 9"10'-11"4'-6"6'-4"6'-4"4'-6"10'-11"10'- 9"4'-6"13'- 4"4'-6"10'- 5"6'-3"4'- 9" 11'- 8" 7'- 5 1/8"6'- 2" 2'- 8" 8'- 8" 3'- 0" 67'-0" 251'- 0" 83'- 8" 147'- 0" 86'- 0"33'- 4"27'-8" 38'- 0" 11 P8 P8 P8 P8P8P86'-0 3/8" 4'- 9 5/ 8"10'- 5 7/ 8" 23'- 2 3/8" 5'- 10 1/ 2" 4'- 0"9'-4"4'-0"21'- 10" 5'- 0 1/ 8" 6'- 0" P8 P77'- 2 3/ 4"5'-6 1/4"8'-9 1/2"10'-3 1/4"3'- 11 5/ 8"28'-4"21'-2"22'-3"21'-2"22'-2"8'-7"20'-8 3/8"21'-2"22'-6"34'-9"7'- 6"26'-5 3/8"12'-5 5/8"28'-1"8'-10"10'-10"1'-0 1/2"10'-8 3/8"6'-6 1/2"10'-2 3/4"22'-3 1/2"4'-7"WOMEN A321 MEN A320 7'-2 3/ 4"8'- 1"8'- 1"5'- 8"A320 A321 A311/ 1A112/1A112P8 P18 P9 P2 A501 12 SIM P6 P6 P9 P18 P9 P9 P9 P6 P6 P6 P6 P6 P9 P6 P9P9 P6P6P6P6P9 P9 P9 E E E E A A A A B A A E E E E E E E E E E A B AA A A A A A A AB AAAAA A A CBA A A6"20'-11 7/8"8'-6 1/4"19'-9 3/ 4"10'-5 1/8"10'-5 1/ 8"11'- 5 7/ 8" 6" 18'- 8" 26'- 10" 10'- 4" 26'- 10" 3'- 0" 21'- 2" 17'- 4" 16'- 7"25'- 3"2'- 9"18'- 11"P9 P18 27'-6 7/8"54'- 6 1/4"31'-3 7/8" 21'-9"21'-9"21'-9"21'-9"11'-0"39'-7" 20'-3 1/4"10'-4 3/4"10'-4 3/ 4"22'-6 1/2" 10'-4 3/4"10'-4 3/ 4"23'-2 1/ 2"8'-9 1/2" 14'-10 1/2" 8'-9 1/2"13'- 9 1/4" 31'-4 5/8"31'-7 3/ 8" 20 MIN. 20 MIN.20 MIN.20 MIN.60 MIN. 45 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.45 MIN.45 MIN.60 MIN.B302A30711 11 23 23TYP.16 25 26 5'- 6 3/4"5'-6 3/4"5'-6 3/4"8'-3 1/ 4"7 1/4"3'- 7 1/2"3'-8 1/2"3'-7 1/2" 23'-5 3/4"10'-5 7/ 8"4'-9 5/8" 6'-0 3/8"P10 7'-4 5/8"9'-8 1/8"12'-0 1/2"4 3/4"3'-0" 11'-4 7/8"P1 A406 7 16'-0 7/8" 8'-1 1/4"4'-1 1/2"4'- 5 1/4"4'-8 1/ 2"29 P10 1712'-9"5'-8 1/4" 5'-0 1/2"A50235 5'- 2 1/2"1'-0 1/4"8'-9 3/8" 6'-8 1/4"7'-9 1/2" 5'-0 3/4"13'-4 1/8"P3 5'-5 3/4"4'-9 1/2" 20 MIN.STORAGE A301 A30121 2121 21 21 21 21 21 21 21 21 21 21 21 21 9'-7 1/2" 3'-6"3'-6"31 3131 KEYPLAN AREA A AREA B GENERAL NOTES:1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED. 3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER: Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA. 22976 7/31/2020 2:31: REF. REF. REF. REF.REF. REF. REF. REF. REF. REF. REF. REF.REF.DREF.DWREF.DN REF. REF. REF. A202 1 4 5 6 7 8 F G H J 5 9 A201 4 A202 2 A202 6 A202 5 UNIT ' B2A' B300 UNIT ' B6' B301HALL B302 UNIT ' B6' B303 UNISEX B304 MECH. RM. B305 STOR.B306 ADA B307 UNIT ' Q' B308 UNIT ' B3'B309 UNIT ' R'B310 UNIT ' S' B311 HALL B312 UNIT ' T'B313 UNIT ' B'B314 HALL B316 UNIT ' U1' B317 UNIT ' U' B318 UNIT ' R1' B319 UNIT ' M1'B320 STAIR C B321 UNIT ' T1'B322 LIBRARY B323 UNIT ' T2' B324 UNIT ' B1' B325 UNIT ' V' B326 1 A301 3 A301 A503 2 A503 4 3 A408 1 A406 3 A402 1 2'-6"2'-2"3'-10"7'-2"4'-9"6'-0"6'-1"4'-10"7'-0"3'-10"6'-10"69'-6"4'-8"21'-9"21'-9"21'-10" 10'-10 3/8"11'-3"10'-6"11'-3"11'-3"10'-6" 8"2'-0"11'-10"5'-8"9'- 8"10'-3" 7'-10"5'-8"9'-8"11'-0" 7'-1"5'- 10"9'-8"6'- 2"9'-6"8'- 2"7'-6" 9'-8"9'-8"4'-6"13'-0"6"11'-10"33'-5"33'-5" 21'-8"17'-8"31'-4" 13'-0"6'-0"8'-3 3/8"13'-6 5/ 8" 2'-1" 2'-6"2'-6" 7'-3"6'-6"14'-4"6"27'-10"35'-2"6"2'-0" 5'-4"11'-8"6'-4"2 7/8"5'-11 1/ 8"5'-9 1/4"2 7/8"6'-6" 3'- 4" 20'- 6" 9'- 0" 5'- 8" 21'- 10" 6'- 0" 2'- 0" 27'- 10" 35'- 2" 6'- 9" 6'- 3" 7 1/ 4" 7'- 10 3/ 4" 7'- 10" 1'- 0" 5'- 8" 12'- 0" 6'- 0" 6" 13'- 0" 17'- 4" 23'- 8"23'-4"12'-2"9'-10"21'- 9" 21'- 9" 22'- 1 3/ 8" 16'- 1 1/4"4'-0"8'-11 1/2"4'-0"6'-5 1/2"8'-4"10'-5"22'-8"10'-5"11'-4"10'-9 3/8"10'-8 7/8" 14'-2"7'-2 1/8"11'-4"10'-4 7/8"8'-5 3/8"8'-3"B302B306 B305 6'-0 3/8" 4'-11 1/2"4'-0 1/8"63'-0"164'-4" 63'- 0" 1'- 0 1/ 4" 3'- 4" 2'- 10 1/ 8" 8'-11 7/8" 31'-8"6'-6" 13'-5" 53'-10" 18'-8" 9'-7" 9'-4"8'-2" 12'-9 1/ 8"10'-6 1/ 2"8'-3"24'- 10 1/2"14'-0 1/ 2" 26'- 1" 9'- 10"8'-10"9'- 10" 14'- 5"B304 B321/1A111/ 1A11130 P8 P8 P8 P8 P8 P8 P9 P6 P6 P6 P9 P9 P6 P9 P6 P2 P9 P9 P9 P9 P9 P9 P6 P6 P6 P6 P6 P6 P6 P9 P9 P6 B A A A A AA A A B C B A A A A A A A A A A A A A A A A P6 22'-11 3/ 8"8'-5 1/4"24'-11 7/8"8'-5 1/4"15'-5 1/4"8'-6 1/4"42'-1 7/8"8'-6"22'-11"27'- 11"8'-2"27'-11" 6"29'- 2 7/8"8'-6 1/4"25'-2 7/8"6"2'-4 7/8"8'-6 1/4"13'-8 7/ 8"10'-2 1/2"12'-6"28'-10 1/ 2" 11'- 9 1/2"4'-7 1/ 2"2'-0" 12'-8 7/ 8"8'-6 1/4"2'- 0 7/8"23'-6 7/8"11'- 8 1/ 4"10'-0 7/8"27'- 3 1/2"10'-5" 10'-5"12 12 17 SHIPS LADDER 23 23 TYP.23 23 TYP.23 60 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN.20 MIN. 20 MIN.20 MIN.20 MIN.45 MIN.6'-4 3/4" 7 1/4"6'-2 3/4"7 1/4"6'- 9 3/8"5'-9 5/8"8 1/2"6'- 5 3/4"5'-2 3/4"3'-4"3'-2" 8'-8"P9 11 11 11 5'-6 3/ 4"5'-6 3/4"6'- 8 1/4"5'-6 3/4"P8 P9 20 MIN.20 MIN.20 MIN. A A B A 1'-0"1'-0"8'-10"1'- 0"1'-0"1'-1 1/4"7 1/2"9 1/2"1'- 0"8'-10"12'-0"P4 P4 3'-5 5/8" 2'- 7 5/8"1'-2 7/8"1'- 4 5/8"A800 4 12 12 A800 3 8'-2 1/4" 8"6'-10 1/4"8"5'- 1 3/4"5'-9 1/2"6'-7 1/2"9'-9 1/ 2"2'-7 1/2"12'- 10 1/4"12'-4 1/2"1'-0"12'-8 1/ 2" 8'-1 1/2"5'-3 1/2"12'-10 1/4"12 12 31 KEYPLAN AREA A AREA B GENERAL NOTES: 1.COORDINATE WITH THE DESIGN/BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO DETAIL 1/A800 FOR FIRE PROOFING AT STRUCTURAL STEEL COLUMNS, TYPICAL WHERE NOTED.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR TENANT STORAGE A001 GARAGE A002 TRASH/ RECYCLING A003 STAIR A A004 ELEV. A A005 ELEV. B A006 ELEV. LOBBY A007 HALL A008 MECH. SERVICE A009 BLG. MAINT. / STOR. A010 GARAGE B001 GARAGE B002 MECH. B003 8'-4" A.F.F. VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4' NOTE: VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR. GENERAL NOTES: THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY. FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR. VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY. THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR. PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE. FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM. PROVIDE SMOKE DETECTION AS REQUIRED BY CODE. COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN. PROVIDE ACCESS PANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL. PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THAT I AM GYP. BD. VEST A100 GYP. BD. LOBBY A101 GYP. BD. COMMONS A102 GYP. BD. HALL A103 GYP. BD. UNIT 'A' A105 GYP. BD. UNIT 'B' A106 GYP. BD. UNIT 'B' A107 GYP. BD. UNIT 'B' A108 GYP. BD. UNIT 'B' A109 GYP. BD. STAIR B A110 GYP. BD. UNIT 'C' A111 GYP. BD. UNIT 'D' A112 GYP. BD. UNIT 'E' A113 GYP. BD. JC A114 GYP. BD. UNIT 'F' A115 ACP-1 HALL A116 GYP. BD. UNIT 'B1' A117 GYP. BD. UNIT 'B1' A118 GYP. BD. UNIT 'G' A119 GYP. BD. TRASH A120 ACP-1 STOR A121 GYP. BD. MEN A122 GYP. BD. WOMEN A123 GYP. BD. STAIR A A124 GYP. BD. HALL A125 ELEV. B A127 ACP-1 HALL A128 ACP-1 BREAKFAST COUNTER A129GYP. BD. CONF. / PRIVATE DINING A130 GYP. BD. DINING / ACTIVITY A131 ACP-1 HALL A132GYP. BD. MECH. RM. A133 ACP-1 STAFF RM. A134 ACP-1 HALL A135 ACP-1 DON OFFICE A136 ACP-1 CLOSET A137 ACP-1 STOR A138 ACP-1 WORK RM. A139 ACP-1 HALL A140 ACP-1 CONF. RM. A141 ACP-1 RES SRVCS OFFICE A142 ACP-1 DIRECTOR'S OFFICE A143 ACP-1 MARKETING OFFICE A144 9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F. 8'-2" A.F.F. 9'-5" A.F.F.9'-5" A.F.F. 33'-11 7/8"20'-2"2'-8" 14'-10"2'-8"9'-5" A.F.F.9'- 5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'- 5" A.F.F.9'- 5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'- 5" A.F.F.9'-5" A.F.F.9'- 5" A.F.F.9'- 5" A.F.F. 5 '-1 0 " R 2'- 8"8'-3" A.F. F.8'-3" A.F. F.8'-3" A.F. F.8'-3" A.F.F.8'-3" A.F.F.8'-3" A.F. F.8'-3" A.F. F.8'-3" A.F. F.8'-3" A.F. F.8'-5" A.F. F.9'-5" A.F. F.8'-3" A.F. F.8'-3" A.F. F.9'-5" A.F. F.9'-5" A.F. F.8'- 9" A.F.F. 1'-6" 1'-6" 2'-6" 1'-6" 1'-6" 2'-10"1'-6"2'-6" 1'-6" 1'-6" 1'-4"1'-4" 2'-0" 1'-6" 1'-6"1'-6"9'- 0"2'-10"1'-6"1'-6"1'-6"1'-6"1'-6"1'-0" 1'-0"1'-4"1'- 0"1'-0"1'-4" 1'-6"1'-6"1'- 6"1'-6"8'-7" A.F.F.8'-7" A.F.F.8'-7" A.F.F.8'-7" A.F.F.8'-7" A. F. F.8'- 7" A.F.F.8'- 7" A. F. F.8'-7" A.F. F.8'-7" A.F. F.8'-7" A.F. F./1A115/ 1A1159'- 5" A.F.F.9'- 5" A.F. F.CLOSET A132A T&G 13'-6" A. F.F.BEAD BOARD SOFFIT 10'-2" A. F.F. 1'-4" 8'-7" A.F.F. 8'-7" A.F.F.ELEV. A A126 9'-8" A.F.F.GYP. BD. ON UNDERSIDE OF STRINGERS 9'- 5" A.F.F.1X4 WOOD TRIM ATTACHED TO CEILING, COORD. W/ MECH. & ELEC.1'- 4"2'-0"2'-0" 2'-0"2'-0"2'- 0"8'-5" A.F. F.9'-5" A.F. F.9'-5" A.F. F.9'-5" A. F.F.9'-5" A.F.F.9'-5" A. F.F.9'-5" A.F. F. 8'- 5" A.F.F.9'- 5" A.F.F. 8'-2" A.F.F. 8'-2" A.F.F. 8'-5" A.F.F.8'-2" A.F.F.2'-2 1/4"9'-6" A. F. F.9'-6" A.F. F. GYP. BD. GYP. BD. ACP-1 HALL A116 9'-8" A.F. F.1'- 3 5/8" 8'-6" A.F. F.8'-6" A.F. F.1'-6"6'-4 1/ 2"12'-5 1/2"1'- 6"4'-10 1/ 2"7'-0 1/ 2" 2'-8"9'-0"2'-8"8'-0" A.F. F.1'- 6"+/- 5'-0"28 8'-5" A.F. F.KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4' RECESSED CAN LIGHT (DIMMER)NOTE:VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR.GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY.FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR.VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY.THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR.PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM. PROVIDE SMOKE DETECTION AS REQUIRED BY CODE.COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN.PROVIDE ACCESSPANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED GYP. BD. HALL B100 GYP. BD. MARKET B101 GYP. BD. MAIL B102 GYP. BD. HALL B103 ACP-1 ACTIVITIES OFF. B104 ACP-1 QUIET RM. B105 ACP-1 HEARTH RM. B106 ACP-1 SERVING B107 ACP-1 ACTIVITES B108 ACP-1 NURSE B109 GYP. BD. MECH. B110 GYP. BD. UNIT 'H' B111 GYP. BD. UNIT 'I' B112 GYP. BD. UNIT 'J' B113 GYP. BD. UNIT 'K' B114 GYP. BD. UNIT 'H1' B115 ACP-1 HALL B116 GYP. BD. UNIT 'H3' ACCESSIBLE B117 GYP. BD. UNIT 'H2' B118 GYP. BD. STOR B119 ACP-1 ACTIVITY B120 GYP. BD. UNIT 'H4' B121 GYP. BD. UNIT 'H3' ACCESSIBLE B122 ACP-1 HALL B123 GYP. BD. UNIT 'H2' B124 GYP. BD. UNIT 'H4' B125 GYP. BD. UNIT 'L' B126 GYP. BD. UNIT 'M' B127 GYP. BD. STAIR C B128 GYP. BD. UNIT 'H5' B129 GYP. BD. STOR. B130 ACP-1 LAUNDRY B131 ACP-1 HALL B132 GYP. BD. SPA B133 GYP. BD. RESTROOM B134 GYP. BD. UNISEX B135 ACP-2 STOR. B136 ACP-2 PREP B137 ACP-2 OFFICE B138 ACP-2 COOKING B139 ACP-2 DISHWASH B140 9'-5" A.F.F.9'-5" A.F.F. 9'-5" A.F.F.9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F.9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F.9'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F. 8'-6" A.F.F. 9'-5" A.F.F. 8'-3" A.F.F. 9'-5" A.F.F. 8'-3" A.F.F. 8'-5" A.F.F. 8'-5" A.F.F. 9'-5" A.F.F. 9'-5" A.F.F. 8'-6" A.F.F. ACP-1 DINING B107B 8'-3" A.F.F. 8'-0" A.F.F. 8'-3" A.F.F. 9'-8" A.F.F. 8'-6" A.F.F. ACP-1 HALL B106B 9'-8" A.F.F. 1'-4" 1'-4" 1'-4"1'-6" 1'-6" 1'-6" 1'-8" 1'-6" 1'-4" 1'-4" 1'- 4" 1'-4"1'-4"1'- 4" 8" 1'-4"2'-0"1'- 4"/1A114/1A114ALUMINUM 10'-2" A.F.F.ALUMINUM SOFFIT 9'-5" A. F.F. 9'-5" A.F.F. 8'-3" A.F.F. 1x4 TRIM ATTACHED TO CEILING, COORDINATE W/ MECH., ELEC., ETC.8'-5" A.F. F.8'-2" A.F. F.ACP-2 JC B137B 8'-2" A.F. F.8'-2" A.F. F.8'-2" A.F. F.GYP. BD.GYP. BD. 8'-6" A.F. F.8'-5" A.F. F.8'- 5" A. F. F. GYP. BD.GYP. BD.9'- 5" A. F.F. 1'-4" 1'-6" 12 12 KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4' RECESSED CAN LIGHT (DIMMER)NOTE:VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR.GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY.FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR.VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY.THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR.PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM. PROVIDE SMOKE DETECTION AS REQUIRED BY CODE.COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN. PROVIDE ACCESS PANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRESASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire PT-13, WD-1 PUB/ CLUB A200 GYP. BD. UNIT 'A' A202 GYP. BD. UNIT 'B' A203 GYP. BD. UNIT 'B' A204 GYP. BD. UNIT 'B' A205 GYP. BD. UNIT 'B' A206 GYP. BD. STAIR B A207 GYP. BD. UNIT 'C' A208 GYP. BD. UNIT 'D' A209 GYP. BD. UNIT 'E' A210 GYP. BD. MECH. A211 GYP. BD. UNIT 'F' A212 ACP-1 HALL A213 GYP. BD. UNIT 'B1' A214 GYP. BD. UNIT 'B1' A215 GYP. BD. UNIT 'N' A216 ACP-1 LAUNDRY A217 GYP. BD. TRASH A218 ACP-1 STAIR A A219 ACP-1 HALL A220 ACP-1 HALL A221 GYP. BD. WOMEN A224 GYP. BD. MEN A225 GYP. BD. IT A226 GYP. BD. UNIT 'B5' A227 GYP. BD. UNIT 'B' A228 ACP-1 HALL A229 ACP-1 FITNESS A230 ACP-1 HOUSEKEEPING A231 GYP. BD. UNIT 'W' A232 GYP. BD. UNIT 'B4' A233 GYP. BD. UNIT 'T2' B225 8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-6" A.F.F. 8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-6" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-4" A.F.F. 8'-6" A.F.F. 8'-4" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F. 1'-4" 1'-4" 1'-0"2'-0" 2'-0"1'-6"2'- 0"1'-8"1'-8"1'-8"1'-8"2'- 0"1'-6"1'-6" 8'- 9" A. F. F.8'-9" A.F. F.8'-9" A.F. F.7'- 9" A.F.F./1A117/ 1A117ALUMINUM SOFFIT ALUMINUM SOFFIT 7'-9" A.F. F.7'-9" A.F. F.1'- 8"1'- 8"7'-9" A.F.F.1'-4" TYP. 7'-9" A.F.F.7'-9" A.F. F.GYP. BD. GYP. BD. 4'- 0"7'-6 5/8" 8"7'-6 5/8" 8"7'-8 5/ 8"4'-0"4'-0" 7'-3 5/8"8" 7'- 3 5/8"8"7'- 5 5/ 8" 4'-0"ELEV. A A223 ELEV. B A222 7'-9" A.F.F.7'-9" A.F. F.ACP- 1 ACP- 1 7'- 9" A. F.F. 8'-9" A.F.F.WOOD BEAMS WD- 1 PANEL IN ALL CLG COFFERS 7'-9" A. F.F.7'-9" A. F.F.8'-9" A.F.F.2'-0"1'- 0"1'- 8"1'-8"1'-4" 2'-0" 1'-8"2'-0"1'- 8"2'- 0"1'-8"2'-0" 1'-8" 2'-0"1'-8"1'-8"1'-8"1'-0" 1'-0"2'-0" 1'-2"1'-8"1'- 4" 2'- 0"2'- 0"2'- 0"1'- 0"8'- 9" A. F.F. 7'-6" A.F.F. 7'-6" A.F. F.7'-6" A.F. F.GYP. BD.7'-6" A. F.F.GYP. BD.7'-6" A.F.F.GYP. BD.8'-9" A. F. F.1'-6"1'-6"1'-6"8'-7" A. F.F. 8'-7" A.F.F.GYP. BD.GYP. BD.8'-4" A.F.F.22 KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4'RECESSED CAN LIGHT ( DIMMER)NOTE: VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR. GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY.FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR.VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY. THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR.PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE. FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM. PROVIDE SMOKE DETECTION AS REQUIRED BY CODE. COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIREDOPENINGS, NOT INDICATED HEREIN.PROVIDE ACCESS PANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR Vent HoodGYP. BD.UNIT ' B2' B200 GYP. BD.UNIT ' B4' B201 ACP- 1 HALL B202 GYP. BD.UNIT ' B4' B203 GYP. BD. UNISEX B204 GYP. BD. MECH. B205 ACP- 1 OFFICE B206 GYP. BD.UNIT ' P' ACCESSIBLE B207 GYP. BD.UNIT ' Q' B208 GYP. BD.UNIT ' B3' B209 GYP. BD.UNIT ' R' B210 GYP. BD.UNIT ' S' B211 GYP. BD.UNIT ' T' B212 ACP- 1 HALL B213 GYP. BD.UNIT ' B' B214 GYP. BD.UNIT ' U1' B216 ACP- 1 HALL B217 GYP. BD.UNIT ' U' B218 GYP. BD.UNIT ' R1' B219 GYP. BD.UNIT ' M1' B220 GYP. BD.STAIR C B221 GYP. BD.UNIT ' T1' B222 GYP. BD. SINK B223 GYP. BD. SALON B224 GYP. BD.UNIT ' T2' B225 GYP. BD.UNIT ' B1' B226 GYP. BD.UNIT ' V' B227 8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F. F.8'-9" A.F. F.8'-9" A.F.F.8'-9" A.F. F.8'-9" A.F. F.7'-9" A.F. F.8'-9" A.F. F.7'-9" A.F. F.8'-9" A.F. F.8'-9" A.F.F.8'-9" A.F. F.7'-9" A.F. F.7'-9" A.F. F.7'-9" A.F. F.7'-9" A.F. F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F. F.7'-9" A.F. F.7'-9" A.F.F.7'-9" A.F. F. 1'- 6"/1A116/1A116ALUMINUM SOFFIT 7'- 9" A.F.F.7'- 9" A. F.F. 1'-8" 1'-8"1'-4"1'-8"1'-8"7'-9" A.F. F.7'- 9" A. F.F.1'-4"1'-4"1'-8"1'-8" 7'-9" A.F. F.7'- 9" A. F.F.1'-4"2'- 0"1'-4"1'-0" 1'-8"2'-0"2'- 4"2'-0"2'-4" 2'-0"2'-4"8'- 9" A.F.F.8'- 9" A.F.F.8'- 9" A.F.F.7'- 9" A.F.F.7'- 9" A. F.F. 7'-9" A.F. F.8'- 9" A. F.F. 8'-9" A.F. F.8'- 9" A.F.F. 1'-8" 1'-8"2'-0"1'- 0"2'-0"1'-4" 2'-0" 1'-0"1'-0" 1'-4" 2'-0"1'-8"1'- 8"1'- 0"2'-0"1'-8" 2'-0"1'-8"2'- 0" 1'- 0"1'- 8"1'- 0"2'-0"1'-3 7/8"3'-0"8'-6" A.F.F.7'- 6" A. F.F. GYP. BD. 1'-6" 1'-6" 1'-6" 1'-6" GYP. BD. 1'-6"8'- 7" A.F.F. GYP. BD.7'- 6" A. F.F.7'-6" A.F. F.HALL B213 GYP. BD.1'- 6"1'-6"7'- 6" A.F.F. 7'- 6" A.F.F.7'-6" A.F.F.23 KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4'RECESSED CAN LIGHT (DIMMER)NOTE:VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR.GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY.FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR.VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY.THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR.PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM.PROVIDE SMOKE DETECTION AS REQUIRED BY CODE.COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN.PROVIDE ACCESS PANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF 12 A406 1 A301 2 A301 4 A301 GYP. BD. ACTIVITY/ MPR A300 GYP. BD. UNIT 'A' A302 GYP. BD. UNIT 'B' A303 GYP. BD. UNIT 'B' A304 GYP. BD. UNIT 'B' A305 GYP. BD. UNIT 'B' A306 GYP. BD. STAIR B A307 GYP. BD. UNIT 'C' A308 GYP. BD. UNIT 'D' A309 GYP. BD. UNIT 'E' A310 GYP. BD. JC A311 GYP. BD. UNIT 'F' A312 ACP-1 HALL A313 GYP. BD. UNIT 'B1' A314 GYP. BD. UNIT 'B1' A315 GYP. BD. UNIT 'N' A316 GYP. BD. JAN. A317 GYP. BD. TRASH A318 GYP. BD. HALL A319 ACP-1 STOR. A325 ACP-1 HALL A322 ELEV. B A323 ACP-1 LAUNDRY A326 GYP. BD. UNIT 'B5' A327 GYP. BD. UNIT 'B' A328 GYP. BD. UNIT 'X' A329 ACP-1 HALL A330 ACP-1 CHAPEL A331 GYP. BD. STOR. A333 GYP. BD. WOMEN A321 GYP. BD. MEN A320 8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-4" A.F.F. 8'-6" A.F.F. 8'-4" A.F.F. 8'-4" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F. 1'-4" 1'-4" 1'-0" 1'-8"1'-8"1'-6"2'-0"2'-0" 1'-8"2'-0"1'- 8"2'-0"1'-6" 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'- 9" A. F. F. 8'-9" A. F. F. 8'- 9" A. F. F. 7'- 6" A. F. F./1A119/ 1A119ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFITALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT 1'- 8"1'- 4"1'-0"7'-9" A.F.F.8'-7" A.F. F.ALUMINUM SOFFIT GYP. BD.ACP- 1 ACP- 1 GYP. BD.8'- 9" A. F.F.7'-9" A. F.F.2'-0"1'- 8"1'-8"2'-0" 1'-0"1'-5"1'- 5"2'-10"1'-5" 1'-4"1'-8"2'- 0"1'- 8"2'-0"2'-0" 1'-8"2'-0"2'- 0"2'-0"1'-2" 1'-0" 1'-8"1'-4"1'- 8"2'-0"2'-0" 2'-0"1'-5"7'-6" A. F.F. 8'-0" A.F.F.7'- 6" A.F.F.7'-6" A.F.F.7'- 6" A. F. F. 7'- 6" A. F.F. GYP. BD. 7'-6" A.F. F.7'- 6" A. F.F. 7'-6" A. F.F.GYP. BD. 7'-6" A. F.F. 7'-6" A.F.F.1'- 6"7'-6" A.F.F. GYP. BD.1'-6" 1'-6"1'-6" GYP. BD.GYP. BD.8'-7" A.F.F.8'-7" A.F. F.14 18 A800 18 A800 SIM.KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4'RECESSED CAN LIGHT (DIMMER)NOTE:VERIFY SOFFIT SIZE/FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR.GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY. FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR.VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY.THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR.PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM.PROVIDE SMOKE DETECTION AS REQUIRED BY CODE.COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN.PROVIDE ACCESS PANELS TOFAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL GYP. BD. UNIT 'B2A' B300 GYP. BD. UNIT 'B6' B301 ACP-1 HALL B302 GYP. BD. UNIT 'B6' B303 GYP. BD. UNISEX B304 GYP. BD. MECH. RM. B305 ACP-1 STOR. B306 GYP. BD. UNIT 'P' ACCESSIBLE B307 GYP. BD. UNIT 'Q' B308 GYP. BD. UNIT 'B3' B309 GYP. BD. UNIT 'R' B310 GYP. BD. UNIT 'S' B311 ACP-1 HALL B312 GYP. BD. UNIT 'T' B313 GYP. BD. UNIT 'B' B314 ACP-1 HALL B316 GYP. BD. UNIT 'U1' B317 GYP. BD. UNIT 'U' B318 GYP. BD. UNIT 'R1' B319 GYP. BD. UNIT 'M1' B320 GYP. BD. STAIR C B321 GYP. BD. UNIT 'T1' B322 ACP-1 LIBRARY B323 GYP. BD. UNIT 'T2' B324 GYP. BD. UNIT 'B1' B325 GYP. BD. UNIT 'V' B326 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 7'-9" A.F.F. 8'-4" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F.8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 8'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F. 7'-9" A.F.F. 7'-9" A.F.F. 7'-6" A.F.F. 7'-6" A.F.F. 1'-6" 1'- 6"/ 1A118/ 1A118ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT ALUMINUM SOFFIT 7'-9" A.F.F.7'-9" A.F.F.8'-9" A. F. F.ALUMINUM SOFFIT GYP. BD.8'-9" A.F. F.ACP-1 7'-9" A.F. F.GYP. BD.8'-9" A.F.F.8'-9" A.F.F.8'-9" A.F.F.7'-9" A.F.F.7'-9" A.F.F.7'-9" A.F. F.1'- 8"1'-8"1'-0" 1'-4"7'-9" A. F. F.1'-6"8'-9" A.F.F.12 7'- 6" A.F.F.7'- 6" A.F.F.7'- 6" A. F.F.7'-6" A.F. F. 1'- 8" 1'- 6" 1'- 6"1'- 6"12 12 12 12 12 12 GYP. BD.GYP. BD.8'- 7" A.F. F.7'-6" A.F.F.12 GYP. BD.7'- 6" A. F.F. 7'- 6" A. F.F. GYP. BD. GYP. BD. KEYPLAN AREA A AREA B VANITY LIGHT SURFACE MOUNTED COMBINATION LIGHT/ BATHROOM FAN WALL PACK RECESSED CAN LIGHT WALL SCONCE/ WALL MOUNT CEILING LIGHT LEGEND DECORATIVE PENDANT SURFACE MOUNT 1' x 4' LED SURFACE MOUNT 1' x 6' LED TROFFER 2' x 4'RECESSED CAN LIGHT (DIMMER)NOTE:VERIFY SOFFIT SIZE/ FREE AREA W/ MECH. DESIGN BUILD CONTRACTOR.GENERAL NOTES:THE DESIGN/ BUILD ELECTRICAL CONTRACTOR SHALL PROVIDE THE ILLUMINATION LEVELS REQUESTED BY THE TENANT AND EMERGENCY/ EXIT LIGHTING AS REQUIRED BY CODE. LIGHT FIXTURE LAYOUT IS FOR REFERENCE ONLY.FINAL LIGHTING PLAN, REQUIRED CALCULATIONS AND STATE SUBMITTAL BY THE DESIGN/ BUILD ELECTRICAL CONTRACTOR. VERIFY LOCATIONS OF ALL LIGHT FIXTURES WITH OWNER BEFORE FRAMING IS COMPLETE TO COORDINATE ALL BACKING AND FIXTURE LOCATIONS EXACTLY.THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL BE DESIGN/ BUILD BY THE MECHANICAL SUBCONTRACTOR. PROVIDE AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.FIRE PROTECTION SUBCONTRACTOR TO MODIFY THE AUTOMATIC SPRINKLER SYSTEM AND HEAD LAYOUT TO ACCOMODATE THE NEW WORK THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE FOR BALANCING AND ENSURING AND EFFICIENT SYSTEM.PROVIDE SMOKE DETECTION AS REQUIRED BY CODE.COORDINATE WITH ALL DESIGN/ BUILD SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT INDICATED HEREIN.PROVIDE ACCESS PANELS TO FAN COIL UNITS WHERE UNIT LOCATED ABOVE GYPSUM CEILING, SEE MECHANICAL.PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. I HEREBY CERTIFY THAT THISPLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" 12345678 HARDIE PLANK LAP SIDING PREFINISHED METAL CAP FLASHING 1X6 HARDIE TRIM 42" HIGH ALUMINUM RAILING, TYP. 1X4 HARDIE TRIM MAGIC PAK LOUVERS 6" ARCH. PRECAST CONC. JAMB AND HEAD TRIM NICHIHA WOOD PANEL TYPE 1 HARDIE TRIM FASCIA ASPHALT SHINGLES HARDIE SOFFIT AND FASCIA HARDIE COLUMN BUILDOUT ARCH. PRECAST CONCRETE CAP PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X4" DOWNSPOUT, TYP. MANUFACTURED STONE VENEER, TYP. HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS PRE-FINISHED MTL. GUTTERS AND DOWNSPOUTS, TYP. WHERE SHOWN (TIE DOWNSPOUTS TO THE STORM DRAINAGE SYSTEM PER CIVIL) PROVIDE HEAT TAPE IN ALL GUTTERS AND DOWNSPOUTS HARDIE PLANK LAP SIDING 4" ROCK FACE VENEER, TYP. ARCH. PRECAST CONCRETE CAP A201 5 1x8 HARDIE TRIM 1x8 HARDIE TRIM 1x8 HARDIE TRIM 1x8 HARDIETRIM1x8HARDIETRIM 1X HARDIE TRIM BETWEEN WINDOWS IN ANGLED WALLS 2'-6"3'- 8 1/2" 1'-8 3/4" EQEQ4'-0" 1'-8 3/4" EQEQ4'-0"1'- 8 3/ 4"3'-6 3/ 8"5'-11 1/ 2"5'- 3 1/ 4"HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS FIRST FLOOR 100'- 0"SECOND FLOOR 111'-8"TOP OFPARAPET135'-0" T. O. ROOF TRUSS 133'-2 1/ 2"THIRDFLOOR122'- 8" BCDEFGHJ A HARDIE PLANK LAP SIDING 1X6 HARDIE TRIM 1X4 HARDIE TRIM MAGIC PAK LOUVERS HARDIE TRIM FASCIA ASPHALT SHINGLESHARDIE SOFFIT AND FASCIA HARDIE COLUMN BUILDOUT PRECAST CONCRETE CAP ELEVATOR ROOF BEYOND1X4 HARDIE TRIM 1X6 HARDIE TRIM ANDERSEN 100 SERIES WINDOWS PREFINISHED METAL CAP FLASHING BALLASTED EPDM ROOF MANUFACTURED STONE VENEER HARDIE PLANK LAP SIDING 4" ROCK FACE VENEER, TYP.ARCH. PRECAST CONCRETE CAP PREFINISHED 5" X5" GUTTER, TYP.PREFINISHED 5"X4" DOWNSPOUT, TYP.NICHIHA WOOD PANEL TYPE 1 PRE-FINISHED MTL. CAP FLASHING, TYP. HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS PRE-FINISHED MTL. GUTTERS AND DOWNSPOUTS, TYP. WHERE SHOWN (TIE DOWNSPOUTS TO THE STORM DRAINAGE SYSTEM PER CIVIL) PROVIDE HEAT TAPE IN ALL GUTTERS AND DOWNSPOUTS P-TAC GRILL, TYP.PRE-FINISHED MTL. GUTTER AND DOWNSPOUTS PROVIDE SPLASH BLOCK AT GRADE) 1X4 HARDIE TRIM HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS.42" HIGH ALUM. RAILING, TYP. 1x8 HARDIE TRIM 1x8 HARDIE TRIM 1x8 HARDIE TRIM HARDIE TRIM BETWEEN WINDOWS IN ANGLED WALLS HARDIE TRIM BETWEEN WINDOWS HARDIE TRIM BETWEEN WINDOWS NICHIHA WOOD PANEL TYPE 1 BETWEEN WINDOWS NICHIHA WOOD PANEL TYPE 1 BETWEEN WINDOWS FIRST FLOOR 100'-0"SECOND FLOOR 111'- 8" TOP OF PARAPET 135'- 0"T. O. ROOF TRUSS 133'-2 1/ 2"THIRD FLOOR 122'- 8"PREFINISHED METAL CAP FLASHING MAGIC PAK LOUVERS HARDIE PLANK LAP SIDING 4" ROCKFACEVENEER, TYP. MANUFACTURED STONE VENEER ARCH. PRECAST CONCRETE CAP 1X6 HARDIE TRIM 1X4 HARDIE TRIM ANDERSEN 100 SERIES WINDOWS P-TAC GRILL, TYP.PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5" X4" DOWNSPOUT, TYP. HARDIE PANEL SIDING, HORIZONTAL ORIENTATION WITH REVEAL JOINTS 1X4 HARDIE TRIM PRE- FINISHED MTL. CAP FLASHING, TYP.1x8 HARDIE TRIM 1x8 HARDIE TRIM FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'- 0"T.O. ROOF TRUSS 133'- 2 1/2" THIRD FLOOR 122'-8" EF 4" ROCK FACE VENEER, TYP.MANUFACTURED STONE VENEERARCH. PRECAST CONCRETE CAP PREFINISHED METAL CAP FLASHING HARDIE PLANK LAP SIDING 1X6 HARDIE TRIM 1X4 HARDIE TRIM ANDERSEN 100 SERIES WINDOWS 42" HIGH ALUMINUM RAILING, TYP.HARDIE PANEL SIDING, HORIZ. ORIENTATION 1x8 HARDIE TRIM1x8 HARDIE TRIM 13 A703 14 A703 1'-4"TYP. PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALLRIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BEUSED OR REPRODUCED IN ANY FORM OR BY ANYMEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFYTHAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THESTATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834- 3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 7/7/2020 4:15:31 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2. rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A201 FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" 4 5 7 8.5 9 PRE-FINISHED METAL CAP FLASHING, TYP. HARDIE PLANK LAP SIDING 1X6 HARDIE TRIM 1X4 HARDIE TRIM 42" HIGH ALUMINUM RAILING, TYP. MAGIC PAK LOUVERS P-TAC GRILLS, TYP. 4" ROCK FACE VENEER, TYP. MANUFACTURED STONE VENEER ARCH. PRECAST CONCRETE CAP ANDERSEN 100 SERIES WINDOWS PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X4" DOWNSPOUT, TYP. HARDIE PANEL SIDING, HORIZ. ORIENTATION 1x4 HARDIE TRIM 1X8 HARDIE TRIM 1x8 HARDIE TRIM HARDIE PANEL SIDING, HORIZ. ORIENTATION FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" B C D E F G HJA HARDIE TRIM FASCIA HARDIE COLUMN BUILDOUT PRECAST CONCRETE CAP BALLASTED EPDM ROOF MANUFACTURED STONE VENEER 18" HIGH ALUMINUM LETTERS HARDIE TRIM FASCIA ASPHALT SHINGLES HARDIE SOFFIT AND FASCIA MANUFACTURED STONE VENEER ALUMINUM DOOR AND FRAME 6" ARCH. PRECAST CONC. JAMB AND HEAD TRIM ELEVATOR ROOF BEYOND 1X6 HARDIE TRIM 1X4 HARDIE TRIM PREFINISHED METAL CAP FLASHING 42" HIGH ALUMINUM RAILING, TYP. HARDIE COLUMN BUILDOUT ARCH. PRECAST CONCRETE CAP MANUFACTURED STONE VENEER PIPE BOLLARD MODULAR BLOCK RETAINING WALL SEE CIVIL PREFINISHED OVERHEAD DOOR MODULAR BLOCK RETAINING WALL SEE CIVIL PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X4" DOWNSPOUT, TYP. HARDIE PANEL REVEAL JOINT. NICHIHA WOOD PANEL TYPE 1 HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS HARDIE PLANK LAP SIDING ARCH. PRECAST CONCRETE CAP 4" ROCK FACE VENEER, TYP. HARDIE PLANK LAP SIDING HARDIE PANEL SIDING, HORIZ. ORIENTATION ANDERSEN 100 SERIES WINDOWS 1x8 HARDIE TRIM 1x8 HARDIE TRIM 1x8 HARDIE TRIM EQ EQ EQ EQ EQ EQ REVEAL JOINT FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" 4 .5 PREFINISHED METAL CAP FLASHING ANDERSEN 100 SERIES WINDOWS 42" HIGH ALUMINUM RAILING, TYP. ARCH. PRECAST CONCRETE CAP 1X4 HARDIE TRIM HARDIE PLANK LAP SIDING 4" ROCK FACE VENEER, TYP. MANUFACTURED STONE VENEER P-TAC GRILLS, TYP. 1X6 HARDIE TRIM HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS 1x8 HARDIE TRIM 1x8 HARDIE TRIM FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" 1 2 3 4 PREFINISHED METAL CAP FLASHING 1X6 HARDIE TRIM 1X4 HARDIE TRIM HARDIE PLANK LAP SIDING MANUFACTURED STONE VENEER ARCH. PRECAST CONCRETE CAP ANDERSEN 100 SERIES WINDOWS HARDIE COLUMN BUILDOUT 42" HIGH ALUMINUM RAILING, TYP. HARDIE PANEL SIDING, HORIZ. SIDING WITH REVEAL JOINTS 1x4 HARDIE TRIM 1x8 HARDIE TRIM 5'-0"7'-9 1/2"5'-0" FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" E F ARCH. PRECAST CONCRETE CAP PREFINISHED METAL CAP FLASHING 1X6 HARDIE TRIM 1X4 HARDIE TRIM HARDIE PLANK LAP SIDING MAGIC PAK LOUVERS 4" ROCK FACE VENEER, TYP. ANDERSEN 100 SERIES WINDOWS 42" HIGH ALUMINUM RAILING, TYP. MANUFACTURED STONE VENEER HARDIE PANEL SIDING, HORIZ. ORIENTATION WITH REVEAL JOINTS 1x8 HARDIE TRIM FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" 89 P-TAC GRILLS PREFINISHED METAL CAP FLASHING, TYP. 1X6 HARDIE TRIM 1X4 HARDIE TRIM HARDIE PLANK LAP SIDING 42" HIGH ALUMINUM RAILINGM, TYP. 4" ROCK FACE VENEER, TYP. MANUFACTURED STONE VENEER ARCH. PRECAST CONCRETE CAP ANDERSEN 100 SERIES WINDOWS PREFINISHED 5"X5" GUTTER, TYP. PREFINISHED 5"X4" DOWNSPOUT, TYP. HARDIE PANEL SIDING, HORIZ. ORIENTATION 1x8 HARDIE TRIM HARDIE PANEL SIDING, HORIZ. ORIENTATION FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" THIRD FLOOR 122'-8" BAPREFINISHEDMETAL CAP FLASHING NICHIHA WOOD PANEL TYPE 1 ASPHALT SHINGLES HARDIE SOFFIT AND FASCIA 4" ROCK FACE VENEER, TYP. ARCH. PRECAST CONCRETE CAP HARDIE SOFFIT AND FASCIA ANDERSEN 100 SERIES WINDOWS NICHIHA WOOD PANEL TYPE 1 BETWEEN WINDOWS 1X HARDIE TRIM BETWEEN WINDOWS AT ANGLED WALLS PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM DULY REGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF NUMBER: Eau Claire Office3433 Oakwood HillsParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 7/7/2020 4:15: 36 PMBIM 360://Monticello SeniorHousing/ 08186600 Monticello_ARCH_ V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A202 EXTERIOR ELEVATIONS 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE:1/8" = 1'- 0"A202 1 SOUTH ELEVATION SCALE: 1/8" = 1'-0"A202 3 WEST ELEVATION SCALE:1/8" = 1'- 0"A202 6 MEMORY CARE NW ELEVATION FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" B C D E F G HJA A302 1 A302 2 FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" 1 2 3 4 5 6 7 8 A302 3 A302 4 FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" 5 9 A303 1 A303 2 FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" B C DEA A303 3 A303 4 PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM DULY REGISTERED ARCHITECT UNDER THELAWS OF THE STATE OF NUMBER:Eau Claire Office3433Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" TOP OF FTNG. 88'-0" THIRD FLOOR 122'-8" J 4" ROCKFACE VENEER ON 2X6 WD. STUD 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN. 5/8" GYP. BD. EXT_SIDING ON 2X6 WD. STUD HARDI SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN. 5/8" GYP. BD. WOOD DECK 1x4 WD DECKING WOOD JOISTS (SEE STRUCT.) GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.) FILL W/ INSUL. 1/2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 2'-6"CONCRETE SLAB-4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL ARCH PC SILL W/ PRE-FINISHED THRU- WALL FLASHING 42" HIGH PRE-FINISHED ALUMINUM GUARDRAIL, TYP.WOOD TRUSS_EPDM ON RIGID INSUL.FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/ 4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.)FILL W/ INSUL. R- 50 MIN.1/2" RESILIENT CHANNELS @ 12" O.C.5/8" GYPSUM WALL BOARD UL DESIGN NO. P522 -(1) HR. RATED SEE STRUCT. GYPSUM TOPPING 3/4" GYPSUM SELF- LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS ( SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C.5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 PRECAST PLANK - 8" W 2" TOPPING 2" CONC. TOPPING 8" PC PLANK GRADE ( SEE CIVIL)7'- 11 1/2"PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEE STRUCT.)CONC. FOOTING SEE STRUCT.) MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING A701 7 42" HIGH PRE- FINISHED ALUMINUM GUARDRAIL, TYP. A703 4 Sim A702 17 A702 17 131'- 6 1/2" T.O. WALL PREFINISHED 5" x5" GUTTER, TYP.PREFINISHED 5"x4" DOWNSPOUT, TYP. FIRST FLOOR 100'-0"SECOND FLOOR 111'- 8"TOP OF PARAPET 135'-0"T.O. ROOF TRUSS 133'-2 1/2"GARAGE FLOOR 88'- 8"TOP OF FTNG. 88'-0" THIRD FLOOR 122'-8"GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O. C.5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 SUSPENDED CEILING, SEE RCPS FOR ELEVATION SUSPENDED CEILING, SEE RCPS FOR ELEVATION 10'- 6 1/2"11'- 0"11'-8"GYPSUM TOPPING 3/ 4" GYPSUM SELF- LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 CONCRETE SLAB- 4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEE STRUCT.)CONC. FOOTING SEE STRUCT.)EXT_NICHIHA ON 2X6 WD. STUD CEMENT BOARD SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD ( SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN. 5/8" GYP. BD.WOOD TRUSS_ EPDM ON RIGID INSUL. FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL. 3/4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.) FILL W/ INSUL. R-50 MIN.1/2" RESILIENT CHANNELS @ 12" O.C.5/8" GYPSUM WALL BOARD UL DESIGN NO. P522 -( 1) HR. RATED 4" ROCKFACE VENEER ON 2X6 WD. STUD 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD ( SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R- 24 MIN.5/ 8" GYP. BD.2'-2 1/ 2" 6'- 11 1/2"4'- 0 1/ 2"6'-11 1/ 2"3'-11 1/ 4"6'- 11 1/ 2"2'-1 3/4" SEE STRUCT.PRECAST PLANK - 12" W 2" TOPPING 2" CONC. TOPPING 12" PC PLANK ( SEE STRUCT.) A701 5 A701 3 GRADE (SEE CIVIL)A702 2 ANDERSEN 100 SERIES WINDOWS 131'- 6 1/2" TRUSS BRG. 131'- 0" T. O. WINDOW 120'-0" T.O. WINDOW 109'- 1 1/ 2"T.O. WINDOW 102'- 1 3/4"WINDOW SILL 113'-0 1/ 2"WINDOW SILL 124'- 0 1/2" WINDOW SILL MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING A7023A70214 A703 3 FIRST FLOOR 100'-0"SECOND FLOOR 111'-8"TOP OF PARAPET 135'-0"T.O. ROOF TRUSS 133'- 2 1/2"GARAGE FLOOR 88'-8"TOP OF FTNG.88'-0"THIRD FLOOR 122'-8"2 ALUM. DOOR FRAME1'- 7 1/ 2"2'-10 1/2" 7'-8"3'-4"7'- 8" 11'-8"10'- 6"SLIDING DOOR GYPSUM TOPPING 3/ 4" GYPSUM SELF- LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 GYPSUM TOPPING 3/ 4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL. 1/2" RESILIENT CHANNELS @ 12" O.C.5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 SUSPENDED CEILING, SEE RCPS FOR ELEVATIONS EXT_ SIDING ON 2X6 WD. STUD HARDI SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD ( SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYP. BD.EXT_STONE ON 2X6 WD. STUD STONE VENEER WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD ( SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYP. BD.ARCH PC SILLS SLIDING DOOR SUSPENDED CEILING, SEE RCPS FOR ELEVATIONS SEE STRUCT. PRECAST PLANK - 8" W 2" TOPPING 2" CONC. TOPPING 8" PC PLANK WOOD TRUSS_ EPDM ON RIGID INSUL. FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL. 3/4" SHEATHING WOOD ROOF TRUSSES (SEE STRUCT.) FILL W/ INSUL. R-50 MIN. 1/ 2" RESILIENT CHANNELS @ 12" O. C.5/ 8" GYPSUM WALL BOARD UL DESIGN NO. P522 -( 1) HR. RATED PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUDATION WALL ( SEE STRUCT.)CONC. FOOTING SEE STRUCT.) CONCRETE SLAB- 4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL A703 6 A701 8 A701 97'-11 1/2" A701 10 108'-8"T.O. DOOR 119'-4" T.O. DOOR 130'- 4"T.O. DOOR FIRST FLOOR 100'-0"SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0"T.O. ROOF TRUSS 133'-2 1/2"THIRD FLOOR 122'- 8"4'-8"5'- 0"6'-0"5'- 0"6'- 8"5'-0"2'-6" 4" ROCKFACE VENEER ON 2X6 WD. STUD 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN. 5/8" GYP. BD.EXT_ SIDING ON 2X6 WD. STUD HARDI SIDING WEATHER RESISTANT BARRIER 5/ 8" GYP. SHEATHING 2X6 WD STUD ( SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/ 8" GYP. BD.GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL. 1/2" RESILIENT CHANNELS @ 12" O. C.5/8" GYPSUM WALL BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C.5/ 8" GYPSUM WALL BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 WOOD TRUSS_ EPDM ON RIGID INSUL.FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL. 3/ 4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.) FILL W/ INSUL. R-50 MIN.1/2" RESILIENT CHANNELS @ 12" O. C. 5/ 8" GYPSUM WALL BOARD UL DESIGN NO. P522 -( 1) HR. RATED CONCRETE SLAB-4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEE STRUCT.)CONC. FOOTING SEE STRUCT.)VINYL WINDOWS, TYP.A702 2 A702 3 A702 3 A702 8 A702 8 A702 8 TRUSS BRG. ELEV: 131'- 6 1/2" A702 17 A702 17 A701 7 107'-6"T. O. WINDOW 102'-6" WINDOW SILL 119'-2"T.O. WINDOW 114'-2"WINDOW SILL 130'-2"T.O. WINDOW 125'-2"WINDOW SILL PROJECT No:THE DESIGNS AND PLANSINDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0" T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" 5 4'-10"5'- 0"6'-0"5'-0" 6'-8" 5'-0"5'- 6"8'- 4"CONCRETE SLAB-4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 EXT_SIDING ON 2X6 WD. STUD HARDIE SIDING WEATHER RESISTANT BARRIER 5/ 8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/ 8" GYPSUM BOARD 4" ROCKFACE VENEER ON 2X6 WD. STUD 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 5/ 8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYPSUM BOARD OH SECTIONAL DOOR SEE DOOR SCHEDULE ARCH PC SILL WOOD TRUSS_EPDM ON RIGID INSUL.FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.)SPRAY FOAM INSUL. R-50 MIN.1/2" RESILIENT CHANNELS @ 12" O. C. 5/ 8" GYPSUM BOARD UL DESIGN NO. P522 -(1) HR. RATED A702 3 A702 3 A702 11 ARCH PC SILL A702 13 TRUSS BRG. ELEV: 131'-6 1/2"A701 6 A701 6 A701 6 ANDERSEN 100 SERIES WINDOWS ANDERSEN 100 SERIES WINDOWS ANDERSEN 100 SERIES WINDOWS 130'-2" T.O. WINDOW 125'-2" WINDOW SILL 119'-2" T.O. WINDOW 114'-2" WINDOW SILL 107'-6"T.O. WINDOW 102'-6"WINDOW SILL 97'-0" T.O. OPENING 4" ROCKFACE VENEER ON 8" CONC. 2 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 8" C. I. P. CONC. ( SEE STRUCT.) 1 1/ 2" RIGID INSULATION 5/8" EXTERIOR GRADE GYP. BD.16 FIRST FLOOR 100'-0"SECOND FLOOR 111'- 8"TOP OF PARAPET 135'-0" T. O. ROOF TRUSS 133'-2 1/ 2"GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8" 9 2'-6"EXT_SIDING ON 2X6 WD. STUD HARDIE SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYPSUM BOARD 4" ROCKFACE VENEER ON 2X6 WD. STUD 4" ROCK FACE VENEER AIR SPACE WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYPSUM BOARD GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/ 2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/ 2" RESILIENT CHANNELS @ 12" O.C. 5/8" GYPSUM BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 WOOD DECK COMPOSITE DECKING WOOD JOISTS (SEE STRUCT.)ARCH PC SILL W/ PRE-FINISHED THRU- WALL FLASHING WOOD TRUSS_ EPDM ON RIGID INSUL.FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/4" SHEATHING WOOD ROOF TRUSSES (SEE STRUCT.) SPRAY FOAM INSUL. R-50 MIN.1/ 2" RESILIENT CHANNELS @ 12"O.C.5/ 8" GYPSUM BOARD UL DESIGN NO. P522 -( 1) HR. RATED PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEESTRUCT.)CONC. FOOTING SEE STRUCT.) CONCRETE SLAB- 4" 4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL8'-10 1/ 2" GRADE (SEE CIVIL)A701 8 Sim 7'-11 1/2"A702 17 A703 3 Sim A702 17 131'-6 1/2" TRUSS BEARING A702 21 FIRST FLOOR 100'-0" SECOND FLOOR 111'- 8"TOP OF PARAPET 135'- 0" T.O. ROOF TRUSS 133'-2 1/2"GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8"A 4'-10"5'- 0"6'-0"5'- 0"14'-2"GYPSUM TOPPING 3/4" GYPSUM SELF- LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL. 1/2" RESILIENT CHANNELS @ 12" O.C.5/ 8" GYPSUM BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 EXT_STONE ON 2X6 WD. STUD W/ O SILL STONE VENEER WEATHER RESISTANT BARRIER 5/8" O.S.B. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSULATION 5/8" GYPSUM BOARD EXT_ SIDING ON 2X6 WD. STUD_ LIGHT BROWN HARDIE SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/ 8" GYPSUM BOARD GYPSUM TOPPING 3/4" GYPSUM SELF- LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.) FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C.5/8" GYPSUM BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 CONCRETE SLAB- 4" 4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL 9'-1 1/2" WOOD TRUSS_EPDM ON RIGID INSUL.FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/ 4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.)SPRAY FOAM INSUL. R- 50 MIN. 1/2" RESILIENT CHANNELS @ 12"O. C.5/ 8" GYPSUM BOARD UL DESIGN NO. P522 -( 1) HR. RATED PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEE STRUCT.)CONC. FOOTING SEE STRUCT.)10'- 2"A702 3 A701 11 A701 11 A701 12 A703 5 ANDERSEN 100 SERIES WINDOWS ANDERSEN 100 SERIES WINDOWS 119'- 2"T. O. WINDOW 114'-2" WINDOW SILL 130'-2" T.O. WINDOW 125'- 2"WINDOW SILL 2. 5 12 SUSPENDED CEILING, SEE RCPS FOR ELEVATION FIRST FLOOR 100'-0" SECOND FLOOR 111'-8" TOP OF PARAPET 135'-0"T.O. ROOF TRUSS 133'-2 1/2" GARAGE FLOOR 88'-8" THIRD FLOOR 122'-8"E EXT_ SIDING ON 2X6 WD. STUD HARDIE SIDING WEATHER RESISTANT BARRIER 5/8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/ 8" GYPSUM BOARD EXT_STONE ON 2X6 WD. STUD STONE VENEER WEATHER RESISTANT BARRIER 5/ 8" GYP. SHEATHING 2X6 WD STUD (SEE STRUCT.) W/ 4" SPRAY FOAM INSUL. R-24 MIN.5/8" GYPSUM BOARD GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/ 4" SUBFLOORING 24" WD FLOOR TRUSS ( SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O. C.5/8" GYPSUM BOARD UL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL. 1/2" RESILIENT CHANNELS @ 12" O.C.5/ 8" GYPSUM BOARD UL DESIGN NO. L550 ( 1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 ARCH PC SILL CONCRETE SLAB-4" 4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL24'-4"10'- 6"WOOD TRUSS_EPDM ON RIGID INSUL. FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/ 4" SHEATHING WOOD ROOF TRUSSES (SEE STRUCT.) SPRAY FOAM INSUL. R-50 MIN. 1/2" RESILIENT CHANNELS @ 12"O. C. 5/ 8" GYPSUM BOARD UL DESIGN NO. P522 -(1) HR. RATED PERFORATED DRAIN TILE SET IN BED OF GRAVEL 2" RIGID INSULATION DRAINAGE PANEL, TYP.MEMBRANE WATERPROOFING CONC. FOUNDATION WALL ( SEE STRUCT.) CONC. FOOTING SEE STRUCT.)GRADE (SEE CIVIL)A703 2 A701 7 A702 19 A702 19 PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARETHE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNSOR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM ORBY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.IHEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY REF. REF. REF. REF.REF.REF.REF.REF.14'-1 7/ 8"6'-5"10'-9"5'-7 1/ 8"2'-10 7/ 8"9'-9"3'-0"3'- 11 5/8"5'- 7"11'-6"3'- 7 3/ 8" 5'- 6 3/ 4" 5'- 2" 3'- 10" 2'- 0" 2'- 5 1/ 2" 16'-4" 11'-9" 1'- 0"6'- 6" 28'-1"27'-7" 31'-3 7/8" KITCHEN 101 LIVING 105 DINING 104 BEDROOM 103 BATH 102 CLOSET 108 PATIO MECH. CLOSET 106 LINEN W/ D ROD & SHELFCLOSETROD & SHELFROD & SHELF MC MIR-1 1'-6" 3'-6"3'- 7"6'-0"3'-4"P2 2'-5 1/2"9'-3 1/4" 4'- 7" 3'-5 1/2" 2'-9"4'-0" A501 9 A501 10 811 A5015 7 P6 P9 P18 P9 P9 36KD72BF36P 36WD30WD 36BF 24" TB GB GB TPH 10'-3 1/4"21'- 0 5/8"A B 72SL 2'-4" 7'-0" 8'-6"7'-4" 6'- 0 1/ 8" 4'- 2" A501 12 10'- 10 3/ 4" 10'- 4 7/ 8"ROD & SHELFP1P1P1 P2 P2 P2 P2 P2 P2 8'- 9 1/ 2" 5'- 9" 3'- 1"2'- 4" 3'- 8 1/ 2" 10'- 4 5/ 8" 5'- 0"8'-6"5'- 6" 1'-0" 14'- 5"13'- 8" 2'-4" 8'-11" 5'-7"4'-11" 11'-3"7'-2"3'-4"21'-9" 2'-10 7/8"5'-7 1/8" 27'-7 1/8" 21'-9"3'-6 3/8" BATH 102 BEDROOM 103 CLOSET 108 DINING 104 KITCHEN 101 LIVING 105 MECH. CLOSET 106 9'- 4" 4'- 7 5/ 8" 1'- 8 3/ 8" 36WD 39P 39P 54BF36KD30WDA5011 A501 3 2 4 P2P6 P6 P2 P11 P2 P2P2 P2 P9 P9 11'-2"10'-7" PATIO W/ D ROD & SHELFROD & SHELFLINEN MIR- 1 MC ROD & SHELFCLOSET6'-6" 28'-1"24" TB 1'-6"72SL A 10'-4 3/4"6'-0"10'- 7" 2'-4"3'-3"5'-7"21'-9"1'-0"27'-1"1'-8"4'-9" 15'-4"5'-7 1/8" 2'-10 7/8" 5'- 0" 10'- 5" 3'-2" 5'- 6" 5'- 1" 5'- 5" 3'- 63/ 8"13'- 8" 12'-5" 5'- 9 3/4" 2'- 4" 3'- 3 1/ 2" P2 P6 P2 P2 P11 P2 P2 P9 P9 P6 P2 36KD54BF36P 36P 36WD 30WDMECH. CLOSET 106 BEDROOM 103 CLOSET 108 BATH 102 DINING 104 KITCHEN 101 LIVING 105 A501 3 24 PATIO 26'- 1"LINEN CLOSETW/DROD & SHELFROD & SHELFROD & SHELFMC MIR- 1 10'- 6"11'-3"6'- 6" A501 1 TPHGB GB 24" TB A 72SL 10'- 5 1/ 2" 11'- 2 5/ 8" 5'- 6 3/ 4" 9'- 6" 5'- 10" 9 1/ 2" 1'- 1 1/ 4" 9 1/2" 31 5'- 10" 3'- 0" 2'- 6" 10'- 9 3/8" 5'- 7 1/ 8"2'-10 7/ 8"4'- 11 3/4"13'-8 1/4"10'- 7"11'-3"1'-0"13'-8"5'-6"5'-4"3'- 7 3/ 8"4'-0"11'-0"6'- 10" 21'- 10" 26'- 2" 27'- 2" 22'- 1 3/ 8"36P36P36WD54BF 36KD P9 P9 P2 P11 P2 P2 P2 P6P9 P6 P2 P7 MCMIR- 1 ROD & SHELF CLOSET ROD & SHELF ROD & SHELF W/ D LINEN KITCHEN 101 BATH 102 DINING 104 LIVING 105 CLOSET 108 BEDROOM 103A5013 2 4 A501 1 2'-4"1'-6"GB TPH GB 24" TB A A 23'- 8"5'-6 3/ 4"12'-8"11'-0"3'-2 1/2"3'-2"2'-6"16'- 0"10'-10" 26'- 10"2'- 0" 3'- 4" 22'- 6" 5'- 7 1/ 8" 2'- 10 7/ 8" 5'- 0" 3'- 3" 5'-1" 6'-0" 27'- 10" 27'- 10" 5'- 6"2'- 4"5'- 6" 3'- 10 3/ 4" 13'- 8" KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 MECH. CLOSET 106 CLOSET 108 P2P6 P2 P2 P6 P6 P11 P2 P2 P2 54BF36KD 36WD 30WD 36P 36P W/D LINENROD & SHELFROD & SHELFROD & SHELFMC MIR-1 A501 1 A501 3 24 P2 DECK 1'-6"GB TPH 24" TB 72SL A A 8'-6 1/ 4" 6'-1"9'-8" 5'-8"7'-0" 4'-11" .6'-1" . 5'-7 1/8"2'- 10 7/8" 5'-0"13'-8" 27'-2" 1'-0"13'- 8"14'-6"2'-4"3'- 7 3/8" 11'-3"5'- 3"5'- 3"P11P2 P2 P2 P2 P6 P6P2 P9 P9 36KD 54BF 36P36P36WD5'- 6"5'-8"3'-2"2'-6"10'- 5"LINEN W/D ROD & SHELF ROD & SHELF ROD & SHELF 6'-1" 4'-10"7'- 0"3'- 10"21'-9"2'-0" CLOSET 108 LIVING 105 DINING 104 BEDROOM 103 BATH 102 KITCHEN 101 MC MIR-1 A5013 4 2 P7 24"TB TPH GB GB 29'-2"A A RH 6'- 1 5/8"26'- 1"1'-1" 11'-0"10'- 8 3/4"10'-11"7'- 2 5/8"3'-7 1/8"10'-2"4'-8 1/4"1'-11 3/ 4"21'-8 3/4"5'- 6 3/4"10'-5 1/8"8'-8"18'-6" 3'-3"10'-5"5'- 0"2'-10 7/8"5'- 7 1/8"5'-2 1/8"2'-6"5'-6" 5'-4"5'-8"A501 1 A501 3 4 2 KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING105MECH. CLOSET 106 CLOSET 108 ROD & SHELF ROD & SHELF ROD & SHELF GB TPH GB 24" TB MIR-1 MC LINEN W/D CLOSET 36KD 54BF 39P39P36WD30WD 13'- 8"2'-4"P2 P2 P6 P9 P2P2 P11 P2 P2 DECK P2 A 6'-1"11'-0"72SLUNIT PLANS GENERAL NOTES:1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIAL SCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB- 2 GRAB BAR GB-3 GRAB BAR (VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI-RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOM ABBREVIATIONS PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OFNUMBER: Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 REF. REF. REF.REF. REF.21'-9"6'-1"4'- 10"1'-9 1/2"5'-2 1/2"3'-10"2'- 0"11'- 3" 10'- 6" 5'- 8" 5'- 8" 10'- 5" 21'- 9" 1'- 0" 13'- 8"14'- 6"5'- 7 1/ 8" 2'- 10 7/ 8" 5'- 0" 13'- 8" 5'- 4" 3'- 7 3/8" 2'-6" 2'- 11" 3'- 3"2'- 4" P9 P9 P6 P2 P6P2 P2 P11 P2 P2 P2 P2 30WD36P36P36WD 54BF 36KD 27'- 2" 28'- 2"KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 MECH. CLOSET 106 CLOSET 108 ROD & SHELF ROD & SHELF ROD & SHELF LINEN W/D MC MIR-1 24"TB TPH GB GB A501 1 A501 2 3 4 5'-6"A A 1'- 6"11'-11"13'-4"2'-8"6" 13'-3 3/8" 18'- 3" 2'- 1" 2'- 4" 4'- 0" 3'- 8" 1'- 11 3/ 4" 1'- 11 1/ 4"8'- 8" 5'- 11" 5'- 2" 5'- 0 1/ 2" 2'- 5 1/ 2" 4'- 3" 5'- 7" 10'- 7" 5'- 9" 2'- 3"2'- 0"10" 5'-9"1'-9 1/ 2" 1'-11" 5'- 10 1/ 2"3'- 7 3/ 8" 1'- 5"10" 3'- 8" 2'- 9"3'- 2" 2'- 5" 7'- 1"4'- 10"7'- 2"6'-2"6" 7'- 8" 23'- 8" 2'- 0"11'-6 5/ 8"P9 P2 P7 P2 P2 P11 P2 P2 P7 P2 P7 P2 P2 36KD 30BF36WD36WD 36WD 36P 36WD 30WD54BF 36WD 135°33'-7 3/ 8"CLOSET 108 MECH. CLOSET 106 LIVING 105 DINING 104 BEDROOM 103 BEDROOM 103 BATH 102 BATH 102 KITCHEN 101 P12 A5011 1'- 6" 1'- 6" ROD & SHELF 5'- 11" 2'- 10" 2'- 9" ROD & SHELFROD & SHELF ROD & SHELFW/D LINENGB TPH GB 18" TB MIR- 1 A501 13 A501 14 TPH GB GB MIR- 1 PATIO A A A 27'- 11" 10'- 8" 6'- 0" 6"8'- 9 1/ 2"5'- 6 3/ 4" 72SL A703 10 12 A703 1'-4 1/2" 2'-2" 4'-9 1/ 8"6'-10" 7'- 0" 11'- 1 1/2" 9'-5" 13'-4" 2'- 5"2'-9"6" 8'-2"6"2'- 4"5'-6"8"6'-7"1'-9 1/2"1'-11"6'-4 1/2"2'-1"6'-5" 3'-5"11'-6"5'-6"4'-8"6'-6"4'-6" 3'-6"2'-5 3/4"15'-8 1/4"6'-6"2'-8" 3'-4" 3'-2"5'-6"3'-6 3/8"37'-1"24'-8" 8'-0" 1'-6"36WD 36WD 36P 36WD 30WD36WD54BF36WD36KD 135°P2 P2 P12 P2 P2 P7 P2P2 P2 P7P2 P2 P2 P2 P2 P9 4'- 0 3/ 8" 4'- 0" 4'-2" 3'- 6" KITCHEN 101 BATH 102 BATH 102 BEDROOM 103 BEDROOM 103 DINING 104 LIVING 105 MECH. CLOSET 106 CLOSET 108 A501 16 17 18 A501 12 A501 15 18" TB 30"TB GB GB TPH TPH GB GB MIR-1 MIR- 1 LINENW/ D ROD & SHELFROD & SHELFROD & SHELF PATIO CLOSET 108CLOSETROD & SHELFA501 13 A A A 8'- 8"11'- 1"28'-2"40'-1"1'- 6"72SL 1'-6" 10'-0"6'-0"8'-6 1/4"5'-6 3/4" 5'-7 1/8" 2'-10 7/8"5'-0" 14'-1"2'-0"9'-0 7/8"8'-1 1/ 8" 4'- 1" 3'- 0" 2'- 6" 6'- 5" 3'- 1 5/ 8" 2'- 9" 5'- 2" 3'-3" 13'- 1" 9'- 7" 3'- 3" 3'- 5" 5'- 6" 3'- 1 5/ 8" 3'- 0"3'-11"5'-0"2'-3"3'-6"3'-2"2'-7 1/ 2"6'- 10"7'- 0" 6'- 4 1/ 2"4'- 9" 2'-0" 3'- 0" 3'- 9 5/ 8" 20'-2 3/8" 7'-4" 34'-4"36'-3 5/8"4'-0" 2'- 8" 6'- 0 3/ 8" 4'- 8" 3'- 6" P2 P2 P2 P2 P6 P2 P2 P2 P2 P6 P2 P2 P2 P9P9 P9 LINEN W/D CLOSET 108 MECH. CLOSET 106 LIVING 105 DINING 104 BEDROOM 103 BEDROOM 103 BATH 102 BATH 102 KITCHEN 10136P 36P 36WD 30WD36WD 54BF36WD54BF36KDA50120 A501 3 24 21 A501 19 27'-7" P6P6 P6 ROD & SHELFROD & SHELFROD & SHELFROD & SHELFMIR-1 MC 24"TB GB TPH GB MIR-1 1'-6" GB TPH PATIO CLOSETCLOSET24" TB MC AB A50110 A501 11 A501 12 72SL 8'- 6 1/ 4" 6" 5'- 0 3/ 4" 9'- 8"6'-5"8'- 2 3/ 8" 12'-0" 1'- 6" 13'- 8"12'-5"2'- 5 1/2"11'-2"7'-3 1/ 4"7'-1 3/4"3'-4" 8'-6"5'-0"10'-5"3'-2"5'-7 1/8" 3'-7 3/8"5'-4 3/4"5'- 1" 5'-6"1'-9" 6'-6"12'-10" 5'-10"3'-0" 2'-5"7'-5"10'- 3"KITCHEN 101 DINING 104 LIVING 105 BEDROOM 103 BATH 102 CLOSET 108 MECH. CLOSET 106 DEN 107 LINEN W/DROD & SHELFROD & SHELFROD & SHELFCLOSET36KD54BF36WD 39P 39P 30WDP9 P2 P2 P11 P9 P2 P2 P2 P2 P9P9 P2 PATIO 6'-2"9'-0"7'-0"5'-0 5/8"1'-8 3/8" 28'-11"26'- 1"6'-6" 27'-1"6" 11'-3" P2 A5011 A501 3 2 4 MC MIR-1 GB GB TPH 24"TB AA 1'-6"10'- 9 3/8"6'-0" 6"72SL7'-3" 31 5'-8"3'-3"3'- 5" 2'- 2" 12'- 9"2'-6" 3'-3"8'- 7"6"26'- 1"1'-0"A50122 36WD36KD54BF P6 P1 P2 P7 P2 P2 BATH 102 BEDROOM 103KITCHEN 101 ROD & SHELF CLOSET P9 GB TPH GB MIR-1MC P2 5'-8"27'-1" 14'-6"A 4'-11/ 4"4'-0"6'-4" 10'-4"1'-6"5'-6" 5'-6 1/2"16'- 0 1/2" 7'-1" 8'-6" 2'- 1 1/ 2" 4'-0"5'-0"8'-8 1/2"1'-0"21'-1"7'-0"3'-5 3/8"6'- 9"6'-10 1/4"3'-9 3/4"17'-8 1/ 2"29'-1"27'-1"1'-7"1'-11"KITCHEN 101 BATH 102 BEDROOM 103 A50124 P9 P7 P2 P2 P7 P9 P6 P2 P2 36P 36KDMC48BFA50123 A 17'-8 1/2"ROD & SHELF1'-6"24"TB LINEN MIR-1 TPHGB GB MC UNIT PLANS GENERAL NOTES:1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIAL SCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB-2 GRAB BAR GB-3 GRAB BAR (VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI-RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOM ABBREVIATIONS PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OFAYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, 15'-9"5'-6"5'-10" 1'-0"10'-0 1/2" 16'-0 1/2"7'-4"5'-0"4'-0" 5'-6"5'-6 1/2" 27'- 1" 2'- 5" 2'- 11" 12'- 3" 17'- 7" 1'- 3" 2'- 2" 7'- 1" 7'- 1"1'- 11" 1'-7" A501 24 P6 P6 P2 P7 P2 P7 P9 P9 BATH 102 BEDROOM 103 KITCHEN 101 ROD & SHELFCLOSET36KDMC36P 54BFGB TPHGB MIR- 1 LINEN A501 25 16'-4" 26'-1"A 24" TB 16'-0"27'-1"6" 21'-3"5'-10"6"36KDMC36P 54BFP9 P7 P2 P9 P6 P7 P2 BATH 102 BEDROOM 103 KITCHEN 101 ROD & SHELFCLOSETGB TPH GB LINEN MIR- 1 1'- 2" 1'- 4" 7'- 0" 5'-0" 4'- 0" 2'- 4" 6'- 7" 7'- 1" 1'-11"1'-7"A501 23 5'-6" 5'-6 1/2"A501 24 6'-0"11'-2" 17'-2" A 1'-6"24" TB BATH 102 BEDROOM 103 KITCHEN101 GB TPHGB LINEN MIR- 1 36KDMC36P 54BFP9 P6 P7 P2 P7 P6 P2 ROD & SHELFCLOSET7'- 1" 7'- 1" 2'- 2" 16'- 4" 5'-6"5'-6"16'-1"27'-1" 6"4'-0"5'- 0"7'- 4"15'-9"5'-6"5'- 10"27'-1"5'-4"12'- 2" 17'-6"1'-3" 1'-2" 1'- 7"1'- 11"A50123 A50126 A1'-6"24" TB A50123 BATH 102 BEDROOM 103 KITCHEN 101 GB TPHGB MIR-1 ROD & SHELFCLOSET36KDMC36P P6 P6 P9 P7 P2 P7 P2 54BFLINEN6'- 6" 5'- 6 1/2"13'- 5 1/ 2" 7'- 1" 3'- 6" 4'- 7" 2'- 2" 5'-10" 5'-7"14'-1"1'-2"1'-3" 17'-4" 25'- 6"4'- 0"5'-2"8'-2"5'- 4"10'-10"2'-5"A50124 1'-5"2'-1"16'-2" A1'-6"24"TB 6'-3"21'-4" 2'-2"6'-11" 7'-1" 5'- 6" 5'- 6 1/ 2" 11'- 0 1/ 2" 16'- 6 1/ 2" 2'- 6" 13'- 8" 5'- 0" 4'-0" 1'- 11" 1'- 6 3/ 4"27'- 7" 16'- 2" BATH 102 BEDROOM 103 DINING 104 KITCHEN 101 GB TPH GBROD & SHELFCLOSETLINEN MIR-1 36P 36KDMCP9 P9 P7 P2 P7 P9 P2 P9 54BFA501 24 6'-6"3'-4"6'-1 1/8"A501 23 A 1'-6" 24" TB 9'- 6" 2'- 6" 11'- 9" 11'- 11" 4'- 7 7/ 8"1'- 9 1/ 8" 5'- 5" 4'- 1" 7'- 10" 6'- 8" 5'- 2" 28'- 1" 3'- 7 3/ 8"11'- 5"2'- 5" 2'-10 7/8" 5'- 7 1/ 8"3'- 9" 23'- 9"36KDMC54BF54BF 36P 36WD P6 P2 P6 P2 P2 P2 P2 KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 ROD & SHELF LINEN CLOSET GB TPH GB MIR- 1 A50128 ROD & SHELFCLOSETP6 P9 P65'- 6" 26'- 1" 6" 1'- 6" 6" 12'- 0" A501 23 27 A A 1'-6"24"TB 4'- 10"10'- 2"3'- 10"8'- 4 1/4"2'-4 3/8" 2'-10 7/8"5'-10 1/2"13'-9"10'-10" 1'-0"11'-9" 12'-10"6"5'-2 1/ 2"2'- 0 1/ 8" 5'- 7 3/ 8" 2'- 1" 4'- 7" 2'- 6" 6" 38'- 4" 24'- 7" 6" 3'- 7 3/ 4" P6P6 P6 P7P2 P9 P6 P2 P2 P2P2 36WD54BF 54BF 36P ROD & SHELF CLOSET 36KD MC P6 KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 LINEN GB TPH GB MIR-1 ROD & SHELF CLOSET 6'-4"5'-5"A501 23 MC A50128 27 A A 6'-10"9'-2"22'-4"1'-6" 24" TB 2'-4 3/ 8"6"26'-1" 3'-5"2'-0" 13'-8"11'-5"11'- 2"5'-6" 2'-10 7/8" 5'-7 1/8"6'- 10"13'-9"10'-10"5'- 0"3'-1" 2'-10"25'- 1"31'- 6"3'-7"KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 ROD & SHELFLINEN CLOSETGB TPHGB MIR-1 P6 P2 P2 P2 P2P7 P6P6 P6 P9 36WD 54BF39P 36KD MC 7'- 1"11'-4" 6'-2" 6"18'-6"6'-2" 6"A501 23 A501 2728 A A A1'-6" 24"TB54BFROD & SHELFCLOSET2'-6 1/4"5'-5"14'- 6"9'-6" 5'-6 1/2"2'-11" 5'- 10 1/ 2" 2'-0"12'- 10"10'-7" 13'-6"6'- 7"5'-4"3'-4"2'- 6"4'-10"2'-2" 1'-8"15'-0 1/2" 8'-9 1/2"3'- 7 3/4"2'-9"4'- 6"4'-11"25'-5"A501 29 36KD MC 36WD54BF 60BF39PP6P6 P9 P6P6 P7 P2 P2 P2 KITCHEN 101 BATH 102BEDROOM 103 DINING 104 LIVING 105 GB TPHGB MIR-1ROD & SHELFCLOSETROD & SHELF CLOSET LINEN5'-3"2'-6" 2'-6"7'-2 5/8" 6'-6 3/8"38'- 4"A501 2827 B C B A MC 1'-6" 24"TB UNIT PLANS GENERAL NOTES: 1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2. REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3. REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIALSCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB-2 GRAB BAR GB-3 GRAB BAR (VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI-RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOM ABBREVIATIONS PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426- 4908MINNESOTA.22976 3/24/2020 11:55:05 AMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A403 ENLARGEDUNIT PLANS 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE:1/4" = 1'-0"A403 1 ENLARGED UNIT PLAN ' H1'SCALE:1/ 4" = 1'- 0"A403 2 ENLARGED UNIT PLAN ' H2'SCALE:1/4" = 1'-0" A403 3 ENLARGED UNIT PLAN 'H3' ADA SCALE: 1/ 4" = REF.REF. WDREF. REF. REF. REF.REF.F G 5 17'- 10"5'-6"5'-2"2'-0" 10'-11" 12'-5"12'-10" 11'- 11"9 7/8"10'-9"5'-5"3'-0"5'-6" 3'- 4" 3'- 7" 28'- 6" 25'- 6 7/ 8" A50130 2'- 9" 2'-1" 6'- 1"10'- 2" 2'- 5 7/ 8" KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 GB TPH GB MIR-1ROD & SHELFCLOSETROD & SHELFCLOSETLINEN P2 P9 P2 P9 P6P6 P2 P2 P7 36KD MC 54BF36WD54BF 39P 5'-4"11'-7 1/2"6'- 4 1/2"6'-0"A50127 28 AA 13'-8"14'-4"A 10'- 10"2'-0"1'-6"24"TB 8 D E8'-7" 2'- 2" 7'- 4 3/ 8" 6" 3'- 2" 9'- 3" 13'- 8" 1'- 0" 3'- 7 3/ 8" 5'- 0 5/ 8" 7'- 0 3/ 8" 2'- 5" 4'-1 1/ 4" 7'- 1" 3'-3"2'-6" 5'-3"5'-8" 3'-7" 3'- 0"5'-7"36KD36P48BF 30WDP2 P2 P7 P2 P9 P9 P9 P6 BATH 102 BEDROOM 103 DINING 104 KITCHEN 101 GB TPH GB ROD & SHELF CLOSET LINEN MIR-1 MECH. CLOSET 106 A501 1 A501 28 27 A 27'- 1"14'-5 1/4"18'- 1 3/8"24" TB MC 4'- 0" 4'- 7 5/ 8" 1'- 8 3/ 8" 8 F G8'-7 1/ 4" 5'- 4 3/ 4" 17'- 9" 10'- 8 5/ 8" 2'- 6" 3'- 3 3/ 8" 7'- 6" 4'- 8" 3'-2 1/ 2"10'- 2 1/ 2"13'- 8"11'- 0"6'- 9" 2'- 11" 1'- 7 1/ 2" 1'- 8 1/ 2" 5'- 3" 5'- 5 5/ 8" 2'- 5 1/ 2" 3'- 6" 5'- 8" BATH 102 BEDROOM 103 DINING 104 KITCHEN 101 GB TPHGB ROD & SHELFCLOSETLINEN MIR- 1 LIVING 105 MECH. CLOSET 106 P6 P7 P9 P6 P2 P2 P9 P7 P11 P2 P2 P2 30WD36WD 36P 36P 54BF36KDCLOSET 108 ROD & SHELF31'-9"24'-0" 27'-1" 2'- 6" 2'-2" P2 A50132 31 A B A501 33 24'-0" ROD & SHELF1'- 6"24" TB MC G H J 9 P6 P9 P6P6 P7 P2 P2 P2 P2 P2 CLOSET 108 KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 MECH. CLOSET 106 LINEN GB TPH GB ROD & SHELFCLOSET MIR- 1ROD & SHELFROD & SHELF 36KD 54BF 36WD30WD 36P 36P P12 P2 DECK A1'- 7"3'- 7" 5'-6" 13'- 2" 13'- 8" 8'-9" 4'- 11"10'- 10"1'- 4"13'- 0"3'- 7"10'- 8" 7'-6" 3'- 3" 5'- 0"3'-0"5'-9"5'-1 1/ 2"9'-0"5'-8"7'-7"3'- 6 1/2"3'- 2 1/ 2" 2'- 6" 5'- 6" A501 34 2'- 6" W/ D 26'- 10" 35'- 2" 5'- 6 3/ 4" 8'- 6 1/ 4" MC 30" TB A50136 6 1'- 6" 9'- 8"6'- 1" 10'-8" F G2'- 0" 12'- 10" 2'- 5" 3'- 4"8'-6"2'- 0"1'- 2 1/ 2"8'- 1 1/2" 13'- 2" 4'- 7" 7'- 8"3'- 0" 6'- 8" 7 1/ 4" 7'- 10 3/ 4" 6'- 2" 1'- 8"1'-0" 2'-2"5'- 6" 2'- 5" 5'- 2" 2'- 1" 36KD30WD60BF 36PP6 P9 P9 P6 P6 P2 P2 P2 P1 P7 P2 LINEN BATH 102 BEDROOM 103 DINING 104 KITCHEN 101 GB TPH GB ROD & SHELF CLOSET MIR- 1MECH. CLOSET 106 A50135 A501 34 A 17'-4"27'-1"24'-6" 17'-4" 4'- 4"2'-4"30"TB P1 1'-6"G H J5'-6"3'-7" 1'- 7"10'- 10"10'-8"6'-7"3'- 7"7"5'-0" 3'-0" 5'- 9"2'- 0"11'-10"1'- 6"9'-2" 3'- 2" 5'- 1" 5'- 7"1'- 6"10'-10"13'-8"2'- 5 1/ 2"3'- 6" P6P9 P6P6 P7 P6 P2 P2 P2 P2 54BF 36KD 36WD30WD 36P 36P MECH. CLOSET 106 LIVING 105 DINING 104 KITCHEN 101 BEDROOM 103 CLOSET 108 BATH 102 LINEN GB TPH GBROD & SHELFCLOSET MIR- 1 ROD & SHELF ROD & SHELFP2 P2 A B C B 2'- 6" 3'- 8" 5'-6" 2'-1" 2'-6" 2'-6" 7'- 3" 4'- 6 1/ 4" 13'-8"35'-2"24'-6"30"TB W/ D MC A5016 36 A501 1 1'-6" 10'-8"H J P6 P2 P2 P2 P2 P2 P6 P9 P9 P6 P6 P2 P11 P2 P7 P2 54BF 36WD60BF36WD 36P 36P 36WD36KD 30WDBATH 102 BATH 102 KITCHEN 101 DINING 104 LIVING 105 BEDROOM 103 BEDROOM 103 MECH. CLOSET 106 CLOSET 108 ROD & SHELFROD & SHELFLINEN LINENROD & SHELFGB TPHGB MIR-1 GB TPH GB MIR-1 CLOSET 108 ROD & SHELF CLOSET P2 DECK A A1'-0" 4'-6"3'- 0"5'-7"9'-9 1/ 2"3'-2 1/2"27'- 1"9'- 4"5'-10"2'-4" 3'-3"9'-3" 1'-4"31'- 4"1'-0"1'-7"10'-10"13'- 8"MC 1'-8 3/4" 5'-9 1/ 4"9'-8" 9'-8"4'- 6"72SL 3'-4"5'-6 3/ 4"10'-6"10'- 3"10'-7"7'-1 1/2"2'-6" 3'-2"6'-11"W/ D P2 24" TBA50134 1'-1"1'-4"3'- 7" A501 3 42 A501 13 SIM 10'-1"31'- 4"10'-6" 10'-3"10'-7"8'-6" 6'-1"1'-6"1'- 6"F G 514'-4"13'- 6"23'-4"5'-0" 22'-10"2'-0"2'-0" 10'-10"13'-8"1'-0 7/8"5'-2"3'-0" 5'-6"2'-8"3'- 3"16 36P 36P 54BFAA KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 LIVING 105 CLOSET 108 MECH. CLOSET 106W/ D LINEN 12'-8"DECK P2 P2 P7 P6 P2 ROD & SHELFROD & SHELFROD & SHELFCLOSETGB TPHGB MIR- 1 24" TB3'-10"2'- 6"5'-4 1/2"5'-6"MC 36KD 36WD30WD8'-4"6'-0" 24'-6"29'-10"2'-1"A5011 8'-6 1/4" 2'-0 7/8"5'-6 3/4"72SL 9'-8"6'-1 5/8"5'-4"11'-8"6'-4"UNIT PLANS GENERAL NOTES:1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIAL SCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB-2 GRAB BAR GB-3 GRAB BAR (VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI- RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOM ABBREVIATIONS PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NODESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTEREDARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER: REF. REF. REF. REF. REF. REF. REF. REF. P9 P6 P9 P2 P7 P9 P9 P2 P9P9P7 P2 P3 30WD54BF 36P36KDLINEN BATH 102 KITCHEN 101 BEDROOM 103 MECH. CLOSET 106 DINING 104 ROD & SHELF CLOSET GB TPH GB MIR-1 A 1'-10 1/2"4'-7 1/2" 3'-4"1'-0"13'-8" 9'-2 1/2"3'-2 1/2" 3'-9"9'-10"6'-0 1/2" 10'- 3" 2'-6"14'-0 5/8"8'-4 1/2"2'-2" 8'- 2" 5'- 7 7/8"2'- 7 1/8" 2'- 6"5'-1"4'- 2" P2 3'-7 3/ 8"A5011 18'- 8 1/ 2" 2'- 6 7/ 8" 5'- 7 1/ 8" A501 38 37 26'- 9 5/8" 26'-1"2'-5 1/2"MC 1'-6"RH 4'-5 5/8" TPH GB MIR-1 LINEN ROD & SHELF CLOSET MECH. CLOSET 106 DINING 104 KITCHEN101 BEDROOM 103 BATH 102 A501 34 A501 38 376'- 9 1/ 4" 3'- 5 3/ 4" 2'- 6"14'- 4"17'- 8" 9'- 6"6'-5 1/2"1'-8 1/2"3'-4"3'-2 1/2"1'- 0"13'-2"12'- 11" 8'- 2" 8'- 1" 2'- 2" 7'- 5" 17'- 8" 27'- 1" 36P60BF 36KD 2'- 5 1/ 2" 30WD7'- 6" 5'- 7 1/ 8" 2'-5 7/ 8" P7 P2 P2 P2 P2 P9 P2 P2P2 A 1'- 6" 18" TB MC RH 3'- 2 1/ 2" 9'- 9 1/ 2" 5'- 7" 2'- 10 7/ 8"5'- 7 1/8" 12'-6" 1'-2" 1'- 9"9'-1"1'-7"1'-0"1'-7"5'-5"3'-9"10'- 10"1'- 2" 1'- 3" 4'- 7"4'-10"3'-7 3/8"6'- 1" 7'-6" P2 P2 P2 P2 P7 P11 P2 P9 P7 P2 P2 P2 P2 P2 P9 P6 P6 P6 54BF 36WD 60BF36WD 36P 36P 30WD36WD 36KDLINENLINEN ROD & SHELF CLOSET GB TPHGB MIR-1 DINING 104 BEDROOM 103 BEDROOM 103 BATH 102 BATH 102 KITCHEN 101 LIVING 105 CLOSET 108 MECH. CLOSET 106 CLOSET 108ROD & SHELFROD & SHELFROD & SHELFP2 GB TPH GB MIR- 1 DECK A A A501 34 W/ D MC 5'- 8"9'-8" 10'- 3"6'-11/2"1'- 8 1/ 2" 33'- 5" 27'-1" A501 3 24 SIM 9'- 2" 2'- 2" 11'- 3" 9'- 4"A50113P22'- 7" 10'- 10" 13'- 8"3'- 4" 8'- 5 1/ 4"5'- 6 3/ 4" 6'- 1"72SL 1'- 6"RH 1'-6" 18"TB 5'-8" 9'- 8" 11'-0" 5'-4 1/2"1'-8 1/2"10'-8" 12'-1"7'-4" 3'-4"33'-5" 27'- 1" 5'- 7 1/ 8" 2'- 10 7/ 8" 5'- 7" 13'- 0" 9'- 4" 8'- 9" 4'- 8" 10'- 8" 7'- 0"3'- 2" 2'- 11" 9'- 9 1/ 2" 3'- 2 1/ 2" 5'- 2" 5'- 6" 3'- 7 3/ 8" 5'- 0" 4'-5" 1'- 3" 1'-2" P2 P11 P7 P2P2 P9 P7 P2 P2P2 1'- 0" 36P 36P 36WD 36WD60BF 54BF 36WD 30WDA A36KDLINEN W/ DROD & SHELFROD & SHELFROD & SHELFROD & SHELF BEDROOM 103 BEDROOM 103 BATH 102 BATH 102KITCHEN 101 DINING 104 LIVING 105 MECH. CLOSET 106 CLOSET 108 CLOSET 108LINENA50134 A501 4 3 2 GBTPH GB MIR- 1 MC GB TPH GB MIR-1 24"TB A501 39MC 18"TB 72SL 8'-5 1/4"5'- 6 3/4"9'-8"6'-1" 33'-5"26'-1"DECK1'-6"RH 18"TB 1'-6"1'- 1 1/4"9 1/2"10'-10"8'- 9" 11'-8 3/4" 7'-2 1/4" 14'-4"13'-0" 5'-4"5'-5"5'- 7"5'-6" 2'-5"11"6'- 2 3/ 4"17'-2" 1'-6"2'-5 1/2" 3'-10"2'- 6"2'-5" 3'-6" 6'-0"2'-6"P7 P2 P2 P2 P2 P2 P12 P7 P2 P2 P2 P2 P2 P6 P6 P9 P6P6 P2 30WD 36KD 54BF 36KD 54BF 36WD 36WD36P36WD 54BFMECH. CLOSET 106 KITCHEN 101 BATH 102 BATH 102 BEDROOM 103 BEDROOM 103 DINING 104 LIVING 105 CLOSET 108 P2 CLOSET ROD & SHELF GBTPH GB MIR- 1 CLOSET ROD & SHELF CLOSETROD & SHELFROD & SHELFGB TPH GB MIR-1 LINEN DECK A A A 5'- 11" 19'- 4" 7'- 11" 5'- 4" 8'- 6" 12'- 0" 6'-10" 5'- 6" 5'-10 1/2" 2'- 10 1/2" 5'- 7" A501 7 5 A501 1 A501 42 25'-3 3/8" 31'-4 3/4"38'-6"72SL 8'- 6 1/ 4" 9'- 9"6'-1"5'- 6 3/4"1'-6"18"TB MC 1'- 6" 5'- 0 1/ 4" UNIT PLANS GENERAL NOTES: 1. COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN. 2. REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED. 3.REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIAL SCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB- 2 GRAB BAR GB-3 GRAB BAR ( VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI-RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPERDISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOM ABBREVIATIONS 1'-8 3/8"4'-6 1/ 2"10'-5 3/8"16'- 8 1/4"3'-2 1/2"9'- 1 1/ 2"13'- 8" 1'- 0" 14'- 3"2'-6"10'-3"4'- 0"4'-2"4'-2"2'-5 1/2"A 27'-0"27'- 0"P2 P2 P2 P2 P7 P960BF 30WD 36P 36KD 3'-4" KITCHEN 101 BATH 102 BEDROOM 103 DINING 104 MECH. CLOSET 106 ROD & SHELFCLOSETLINEN GBTPH GB 3'-6"RH MC 18"TB MIR-1 A501 1 A50137 38 P9 P6 1'-6"2'-7 1/4"5'-7 3/4"6'-3 1/4" 2'-2"8'-3"16'-8 1/4"7'-9"A501 40 41 17'-3"9'-9"27'-0"7'-2"2'-6"3'-8" 8'-0"10'-9"32'-1"6'-0 1/2"20'-11 1/ 2"6'-7 1/2"6'-9 1/2"5'-0"13'-4 5/8"5 7/8"A B 72SL72BF 36KD 36WD36P36P3'-2 1/2" 16'-9 1/8"3'-3"11'-9 1/2"30WD 1'-9 7/8"4'-5"135°MECH. CLOSET 106 LIVING 105 DINING 104 BEDROOM 103 BATH 102 KITCHEN 101 CLOSET 108 ROD & SHELF ROD & SHELF ROD & SHELF W/D LINEN CLOSET P2 P2 P2 P2 P2 P2 P6 P6 P9 P9 P6 DECK A501 15'-6 1/8"7'-10 1/2" P9 P6 8'-0"5'- 6"6'- 2"2'-10 7/8" 5'-7 1/ 8"3'- 7 3/8" 1'-6" GB 24"TBGBTPHMCMIR-1P11P7 RH PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OFAYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED INANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRESASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION REF. REF.6 7 E 6'-1"2'-2"2'-2"6'- 0" 7'- 5 1/ 8" P7 P7 P2 A122A123P7 MEN A122 WOMEN A123 8'-3"8'- 2" 1'- 6" 1'- 6" TPH GB GB TPH GB GB MIR-1 SD RH PTD MIR- 1 SD RH PTDA5036 7 A503 6 7 4 3/8"5'-7 1/ 2" 5'-4 7/ 8" P7 4 5 E 12 A406 17'-4 3/4"8'-2"9'-2 7/8" 8'-0 3/4"8'-5 1/2" 7'- 1 3/ 4" 5 3/ 4" 5 3/ 4" 10'- 5" 5 3/ 4" A224A225P2 P8 P8 P11 P12 WOMEN A224 MEN A225 7'-1 3/4"P1 P10P10 P5 P1 P5P5 P1 2'- 4" 5'- 8 3/ 4" 5'- 11" 2'- 0 3/ 4" 5 3/ 4"1'- 6"1'-6" GB TPH GB GB TPH GB RH PTD SD MIR- 1 RH PTD SD MIR-1 A503 6 A5036 7 7 9'-9" CLEAR 7'- 6" CLEAR8'- 6 7/ 8" CLEAR6'- 5 3/ 4" CLEAR 6 3/ 4" 3'- 0 1/ 2" 6'-2 3/8"3'-4 1/4" 4'- 9 5/ 8" 7" 8 7/ 8"P10P10 GA503 5'- 6 3/4" 4'-8 3/4" 16'- 6 5/ 8" 3 1/ 2" 26'- 10 1/ 8"2'-7 1/8"7'-2"6'-1"5'- 1 7/8"21'-0"21'-11"P9P9P7 P7 P8 P8 B223SINK B223 SALON B224 B224 45°SD 16 4'- 8" 2'- 8 5/ 8" NAIL STATION NIC) A503 11 11'-9"2'- 6" 6'- 9"P5 7 F B304 P8P8 P7 P9 8'-4"7'-4" UNISEX B3042'-3"6'- 1"1'- 6"TPHGB GB HC WC MIR- 1 HC LAV RH PTD SD A503 6 7 5 E 12 A406 9 1/8"6 3/4" 4'-9 5/8" 3'-4 1/4"5 3/4" 2'-4 1/2"6'-4 1/2"6 3/4"5 3/ 4"7'-1 3/4"5 3/ 4"5 3/4" 10'-5"5 3/4" 6 3/4" 3'-0 1/ 2"6'- 2 3/8" 3'- 4 1/ 4"4'-9 5/ 8"6 3/ 4"A131DA128 HALL A128 DINING /ACTIVITY A131 ELEV. A A126 ELEV. B A127 P1P1 P5 P5 P1 P1 P1 9'-9" CLEAR 7'-6" CLEAR8'-6 7/8" CLEAR6'-5 3/4" CLEAR 24 24 FIRST FLOOR 100'-0"SECOND FLOOR 111'-8" T.O. ROOF TRUSS 133'- 2 1/2" GARAGE FLOOR 88'-8"THIRD FLOOR 122'- 8"5 2x10 ROOF - ELEVATOR ROOF MEMBRANE TAPERED INSULATION OVER UNIFORM BASE 3/ 4" SHEATHING 2x10 WOOD JOISTS (SEE STRUCT.)W/ SOUND BATT INSULATION 3) LAYERS 5/8" GYPSUM TYPE " X"WALL BOARD 1/2" RESILIENT CHANNEL 5/ 8" GYPSUM TYPE "X" WALL BOARD UL DESIGN NO. L556 (2) HR. RATED HOIST BEAM AS REQUIRED TRUSS BRG. ELEV: 136'- 9"2" RIGID INSULATION DRAINAGE PANEL, TYP. CONC. FOUNDATION WALL ( SEE STRUCT.)MEMBRANE WATERPROOFING PERFORATEDDRAIN TILE SET IN BED OF GRAVEL CONC. FOOTING SEE STRUCT.)GYPSUM TOPPING 3/4" GYPSUM SELF-LEVELING UNDERLAYMENT 3/4" SUBFLOORING 24" WD FLOOR TRUSS (SEE STRUCT.)FILL W/ INSUL.1/2" RESILIENT CHANNELS @ 12" O.C. 5/ 8" GYPSUM BOARDUL DESIGN NO. L550 (1) HR. RATED UNRESTRAINED ASSEMBLY STC RATING: 60 CONCRETE SLAB-4"4" CONC. SLAB ON GRADE VAPOR BARRIER 6" GRANULAR FILL WOOD TRUSS_ EPDM ON RIGID INSUL. FULLY ADHERED MEMBRANE ROOF TAPERED RIGID INSUL.3/ 4" SHEATHING WOOD ROOF TRUSSES ( SEE STRUCT.) SPRAY FOAM INSUL. R- 50 MIN. 1/ 2" RESILIENT CHANNELS @ 12" O. C. 5/ 8" GYPSUM BOARD UL DESIGN NO. P522 -( 1) HR. RATED3'- 6 1/ 2" 10'- 6 1/ 2" 11'-0" 11'- 8" 11'- 4"5'- 0" 4'- 1 3/8" 13'- 0"ELEVATOR SHAFT VENTING BY DESIGN/ BUILD AS REQUIRED BY CODE 4 5 E 12 A406 ELEV. LOBBY A007 ELEV. B A006 ELEV. A A005 GARAGE A002A007A A007B11"4'-2 3/4"3'-5 3/8"1'-10 7/8" 4'-2 3/ 4" 2'- 4" 22'-11 1/2" 18'- 8" 8 1/ 4"9'- 6 3/ 4"P13P13 P14P14 P13 P14 11'- 8 1/ 4" 8'- 1 5/ 8" 18'- 4 1/ 4" 14'- 10 1/ 2" 7'-5 3/8"7'-6" CLEAR6'-5 3/ 4"8'- 7 1/8" CLEAR11'- 6 1/ 8" 6'- 5 3/4" 8'- 8 3/4" 9'- 9"P14 P14 P19 P19P19 P1910'- 10" 9'- 0" 15'- 1" 3'- 7"4'- 8" 6'-1" 7'-4"3'-10"7'-5 1/ 2" 2'-6" 12'- 1 1/ 2" 3'- 0" 12'- 0 1/2" 15'- 1"3'-41/2" 2'- 2 1/4" 2'- 6"5'- 10 1/ 2" 2'- 10 1/ 2"5'-5"3'- 5 3/ 4" 4'- 0" 2'- 7" 2'- 5" 10'- 9"7'- 4" 3'- 10" 3'- 0" 14'-2" 13'-2"3'-2" 3'- 0" 2'- 6" P7 P2 P2 P2 P2 P2P11 P2 P2 P9P9 P18 P6P6 P2 P2 P2 P9 54BF 36KD72WD54BF 36WD 36WD36WD 60BF36PKITCHEN 101 DINING 104 LIVING 105 BATH 102 BATH 102 BEDROOM 103 BEDROOM 103 P2 MECH. CLOSET 106 LINEN 30WD CLOSET ROD & SHELF GB TPH GB MIR- 1 GB TPH GB MIR-1 CLOSETROD & SHELFCLOSET ROD & SHELF ROD & SHELF MC DECK AA A 2'-8"6'- 5"A501 1 A501 44 5'-1"5'-0" 1'- 11 3/4"11'- 3 1/4"19'- 4"5'-11"MC A501 5 7 8'-6" 12'-0"6'- 10"38'-6"35'- 8 1/ 4"45°1'- 4 1/2"1'-6"5'- 6 1/4" ROD & SHELF CLOSET A501 43 72SL 8'-8"3'-10" 44'-0"27'-4" A50112 A501 10 SIM 1'-6"1'-6"18"TB 5'- 6 3/4"6'-1"8'- 6 1/4" 9'-9"3'- 10 3/4" F SPA B133 RESTROOM B134 UNISEX B135 B133 B135 P2 P7 P7 P2 P7 P3 P7 2'-0 1/2" 10'-0 3/8"5'- 8 1/2" 8'-0 1/4"25'-9 5/ 8" 7'- 1 1/4"4'- 2 3/ 4"11'-4" 1'-6"1'- 6"GB GB TPH GBGB TPH 2'-2"5'-10 1/4" RH PTD SD MIR-1HCLAV HCWC 36"x36"MIRROR 24"TB A503 5 SHWR SEAT A503 67 A5038 9 20 22 21 P7 SPA TUB 3'-6" 3'-2"4'-8"5'-1 1/4"26 F A5022018 19 2'-6"P7 SOLID SURFACE COUNTERTOP, SS2 2'-6"2'- 2"5'-6 5/ 8"WP 8'-1 3/8" R 15'-1"A502213'-0" 15'-2 3/4"11'-0" 90°WALL BELOW COUNTERTOP 1'- 0"9'-5" 4'-10 5/8" 9 3/ 8" 7 F P8 P8P7P66'- 2"2'-2"8'-4"3'-4"4'-0"7'-4"B204 UNISEX B204 1'-6"TPHGB GB HCWC PTD SD MIR-1 HCLAV RH A503 6 7 6 7 2'-2"5'-11"5'-11"2'-2" 8'-1"8'-1"7'-2 3/4"A321 A320 P11 P7 P8 P7 P816'-2"WOMEN A321 MEN A3201'-6"1'-6"TPH GB GB TPH GB GB PTD RH HC LAV MIR-1 HCWC SD PTD RH HC LAV MIR-1 HCWC SD A503 6 7 A503 7 6 UNIT PLANS GENERAL NOTES: 1.COORDINATE WITH THE DESIGN/ BUILD MECHANICAL & ELECTRICAL DRAWINGS ALL REQUIRED OPENINGS NOT INDICATED HEREIN.2.REFER TO SHEET A601 FOR A DESCRIPTION OF WALL TYPES USED.3.REFER TO PROJECT MANUAL FOR ROOM FINISH & MATERIAL SCHEDULES.EWC ELECTRIC WATER COOLER GB-1 GRAB BAR GB-2 GRAB BAR GB-3 GRAB BAR (VERTICAL) HC ADA ACCESSIBLE HD ELECTRIC HAND DRYER LAV LAVATORY MC MEDICINE CABINET MIR-1 24" X 36" MIRROR RH ROBE HOOK SD SOAP DISPENSER SHR.SHOWER SND SANITARY NAPKIN DISPOSAL UNIT SR SHOWER CURTAIN & ROD TB TOWEL BAR TD/WR SEMI-RECESSED TOWEL AND WASTE RECEPTACLE TPD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET TOILET ROOMABBREVIATIONS PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARETHE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORMOR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau UP 20 R. UP 22 R. DN 22 R. UP 21 R. UP 19 R. DN 21 R. DN 19 R. 7 E 5 A407 A004 ( 19) EQ. TREADS = 17'-5" 5'- 2 3/ 8" 23'- 7 1/2"STAIR A A004 4'-10"P16 P16 P16 P17 P16 22'- 7 3/ 8" CLEARCLEAR 4'- 11 1/ 8"19'-4 3/ 8"3'-3"5 3/8" 4'- 5 3/4" 6 7 D 5 A407 2 A407 12 A407 18'-9"4'- 11 1/8"9'- 2" 5'- 0" 9'-11 5/ 8"A124STAIR A A124 3 3/ 8"14'-2" 4'- 1 1/ 4" 4'-10 1/8" 5'-4 7/ 8"5'- 7 1/ 2" 4'- 7 1/ 2"P7 P7 P1 9 1/2"16"11"EXTEND COLUMN BUILD-OUT TOEDGE OF STAIR TERMINATE RAILING ATCOLUMN EXTEND HANDRAIL ONLY BEYOND COLUMN TO LANDING 6 7 5 A407 2 A407 12 A407 9'- 11 5/ 8" 5'-0"(9) T @ 11" = 9'- 2"P7 5'-0"( 9) T @ 11" = 9'- 2"4'-7 1/ 2" 5"4'-11 1/ 8"P76 1/2"6 1/2"1'-4" 6 1/2"9 1/2" 6"6"6"4 1/ 8"FIRST FLOOR 100'-0"SECOND FLOOR 111'-8"GARAGE FLOOR 88'-8"E 20) R @ 6 3/ 4" = 11'- 4"6'- 8" MIN. MC 12X10. 6 1 1/2" DIA. PAINTED MTL. HANDRAIL, TYP. RUN 5/8" GYP. BD. AT END OF PC PLANK 1/2" RESILIENT CHANNEL @ 12" O.C. W/ 5/8" GYP.BD.20) T @ 11" = 17'-5"12 GA. STEEL PAN STAIR LANDING, TREADS AND RISERS. FILL W/ CONC.22'-7 3/ 8"6'-1 1/ 4"9 3/ 4"1'-0" 13'-3 1/8" FIRST FLOOR 100'- 0"SECOND FLOOR 111'- 8"5'- 10"(11) R @ 6 3/ 8" = 5'- 10" 3'-6" 5'-0"WOOD STAIR TREADS, RISERS AND SKIRT BOARD 14" LVL STAIR STRINGERS, TYP.1 1/ 4" 11" WOOD POST & CAP RAILING SYSTEM W/ PRE-FINISHED PICKETS, TYP.1/2" RESILIENT CHANNELS @ 12" O. C. W/ 5/ 8" GYP. BD. 13'- 5" 1'- 0" 13'-1"1'-1"MIN. HEAD ROOM HEIGHT GYP. BD. SOFFIT, SEE REFLECTED CEILING PLANS BUILT OUT COLUMN, SEE DETAIL 3/ A800 BUILT OUT COLUMN, SEE DETAIL 3/ A800 1'- 1"STEEL BEAM (SEE STRUCTURAL) 27 B C 7 A407 4'- 4"4'-6"(20) T @ 11" = 18'- 4" 4'- 4 7/8"5'-8 7/8"4'-7 3/8"A110A A110B STAIR B A110 28'-1 7/8"11'-0"B C 7 A407 STAIR B A207 4'- 4"11'-0" 28'-1"A207 6'-0 3/ 4"4'- 11 1/ 4"4'- 4 7/8" 4'-6"P9 P7 P9P9 PARTIAL HEIGHT WALL B C 7 A407 6'-0 3/4" 4'- 11 1/4"11'-0" 28'- 1" 4'-6"( 18) T @ 11" = 16'-6" 6'-2 7/ 8"4'- 4"A307 STAIR B A307 P9 P9 P98'-7 1/ 4"19'-5 3/4"P2 PARTIAL HEIGHT WALL P7 FIRST FLOOR 100'-0" SECOND FLOOR 111'- 8"TOP OF PARAPET 135'- 0"T. O. ROOF TRUSS 133'-2 1/ 2"THIRD FLOOR 122'-8"BC 19) R @ 7" = 11'-0"(21) R @ 6 5/ 8" = 11'-8"LANDING 4'- 9 1/8"(20) T @ 11" = 18'-4" 4'-6"LANDING 6'-2 1/2"(18) T @ 11" = 16'- 6" LANDING 4'-6" 4'-0 3/ 4"4'-2 1/4"3'-6"1XWOOD CAP 1X4 WOOD TRIM 14" LVL STAIR STRINGERS, TYP.WOOD STAIRS, TREADS, RISERS AND SHIRT BOARD 14" LVL STAIR STRINGERS, TYP.WOOD STAIRS, TREADS, RISERS AND SHIRT BOARD 1 1/ 2" DIA. PAINTED HANDRAIL 11/ 2" DIA. PAINTED HANDRAIL FIRST FLOOR 100'-0"SECONDFLOOR 111'-8"GYP. BD. SOFFIT, SEE REFLECTED CEILING PLAN COLUMNBUILD OUT, SIM TO DETAIL /3 A800 7 1/2"7 3/4" P1 EST. 1 3/8" GAP VERTICAL GYP. BD. PLACED ASCLOSE TO STEEL BOTTOM PLATE AS POSSIBLE 9 1/2"4 1/8" WOOD BALUSTER, SEE DETAIL / 17 A800 PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARETHE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED INANY FORM OR BY ANY MEANS WITHOUT REF. REF. 5'-7"22'-9"10'-6" 6'-0"14'-8" 2'- 7"3'- 7"3'- 6"72BF36KD54BF EQ EQ 2'-9"OWNER'S DEEP FREEZE 31"W X 30" D X 34"H W/ D ROD & SHELF3'- 11 5/ 8" P2P2 P2 ROD & SHELF A409 3 2 8'- 0" 4'- 0" 2'- 9" 4'- 4" 4 A409 5 A409 6 LIVING 105 DINING 104 KITCHEN 101 NO SHELVES IN THIS ROOM P2 NOTE: NO CHANGES IN THE BEDROOM, CLOSET ORBATH NOTE: NO CHANGES IN THE BEDROOM OR BATH 4'- 2"3'-11" 33 11'-9" B273'- 0" B27B27B12 PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF 4" TOE SPACE B18SB36B24 DW B12 W3630 W1230 W3621 W2430 W1830 W3012 3'-0" 1'-6"2'- 6"FILLER FILLER CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP. SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE UNDERCABINET LIGHT W/ 3" VALANCE FRIDGE B30 B18 W3030 W3030 MICROWAVE OVEN MWW30 CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACEB30 W3030 PLAM COUNTER, TYP.SHAKER" STYLE FLAT PANEL -TYP.8"2'-0"3'-0"PLAM COUNTER, TYP.SHAKER" STYLE FLAT PANEL -TYP.7'-9"3'- 0" ALUMINUM SOFFIT 7'- 9" A. F. F. 7'- 9" A. F. F. 7'- 9" A. F.F.8'-9" A. F.F.7'-6" A.F.F.33 LVT1 CPT10 CPT10 SV1 CPT10 SV1 CPT10 CPT10 CPT10 CPT10 LVT1 PT8 33 PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BYANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THATI AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATEOF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin54701( 715) 834-3161River Falls Office215 N. Second Street Suite 204RiverFalls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 9/10/2020 1:48:14 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A409 COMBINEDUNIT A302 & A303 08-1866.00 JULY 2, 2019 CONSTRUCTION SETMARK DATE T30 W/D SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1x4 WOOD TRIM 1"4'-2" 2'- 9"5'- 6" SHELF AND ROD SHOWER TOWEL BAR SHOWER4'-0" 42" GRAB BAR, TYP. 18" GRAB BAR, TYP. 5'-6" VSB30 SHELF AND ROD 24" X 36" MIRROR MEDICINE CABINET SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)2'-10" CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. VSB36 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING MEDICINE CABINET 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.) TOWEL BAR CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.T30 SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1x4 WOOD TRIM SHOWER 4'- 2"1" 2'-6"1'- 6"MICROWAVE CROWN MOLDING B18 OVEN B27 FRIDGE W18W30 MWW30 W30 W12 PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" BASE 3'-0"1'- 6"2'-6" 9"PROVIDE ( 1) LOCKED CABINET, TYP. ALL UNITS SB36 B30B12 W36 W30W24 CROWN MOLDING PLAM COUNTERTOP BACKSPLASH, TYP. SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE UNDERCABINET LIGHT W/ 3" VALANCE 4'-6" 3'-0"PLAM COUNTER, TYP.SHAKER" STYLE FLAT PANEL -TYP. 3'-0" B27 B27 PLAM COUNTER, TYP. SHAKER" STYLE FLAT PANEL -TYP. 4" TOE SPACE 2'-10"T15 VSB30 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)TOWEL BAR SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1 X 4" WOOD TRIM 4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. 2'-10"VSB36 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. 2'-10"VSB33 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.) BATHTUB 4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.1'-0" 6'-0"2'- 6" 1'-6"3'-0" 9"FRIDGE B30 B36 B30 W30 W30 W36 W27 W15 CROWN MOLDING PROVIDE ( 1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE KICK UNDERCABINET LIGHT W/ 3" VALANCE 2'-6"1'-6"3'- 0" B12 B15 W24 MWW30 W15 MICROWAVE OVEN CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE1'- 6" 1'-0" 1'-6"3'- 0"CROWN MOLDING B30 DW B12 OVEN B30 FRIDGE W30 W36 MWW30 W36 W36 MICROWAVE PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE UNDERCABINET LIGHT W/ 3" VALANCE 3'-0"B30 B18 PLAM COUNTER, TYP. SHAKER" STYLE FLAT PANEL - TYP.PLAM COUNTER, TYP.SHAKER" STYLE FLAT PANEL -TYP. 2'-9"2'- 0"8"2'- 10"VSB36 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)MEDICINE CABINET BATHTUB 4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.3'- 0"1'-6" 2'-6" MICROWAVE OVENFRIDGE B15 B36 B18 W30 W15 MWW30 W36 W30 CROWN MOLDING PROVIDE ( 1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE 2'- 6"1'- 6"3'- 0"9" DW SB36 W24W36W15 PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE ( 1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE 1'- 9"2'- 5"2'-10" 1'-3"B12 B30 RR24 W33 W33 MINI- FRIDGE PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE 2'-10" MINI-FRIDGE SB36 RR24 W33 W24 PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE VSB42 T18 SHAKER" STYLE FLAT PANEL VANITY CABINETW/ ADJ. SHELVING 30" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)MEDICINE CABINET SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1 X 4" WOOD TRIM 4" TOE SPACE TOWEL BAR, WHERE OCCURS CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. RR24 SB36 W24 W36 MINI-FRIDGE PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE WHV42 ADAT18 WALL HUNG VANITY 30" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)MEDICINE CABINET SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVES 1 X 4" WOOD TRIM 4" TOE SPACE TOWEL BAR CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.T30 SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1 X 4 WOOD TRIM 4" TOE SPACE VSB36 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)MEDICINE CABINET CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.2'-6" 1'-8"9" B18 SB36 RR24 W18 W36 W24 MINI- FRIDGE PLAM COUNTERTOP BACKSPLASH, TYP. SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE 2'-5" 1'- 9" RR24 SB36 B36 W24 W36 W36 MINI-FRIDGE PLAM COUNTERTOP BACKSPLASH, TYP. SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS UNDER CABINET LIGHT W/ 3" VALANCE 1"4'- 2"2'-9"W D T30 SHOWER5'-6"ROD AND SHELF 1 X 4 WOOD TRIM SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 5'- 6"2'- 10"WALL HUNG VANITY 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)MEDICINE CABINET SHELF & ROD 30" MIN.CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.OPEN OPEN 1'-6" 1'-0"1'-8" 2'-10" B12 DW MIN. 2'-6"2'- 7"W30 W30 W30 W36 W30 OVEN COUNTERTOP MICROWAVE FRIDGE CROWN MOLDING PROVIDE (1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE UNDER CABINET LIGHT W/ 3" VALANCE 14 RANGE HOOD W/ WALL MOUNTED SWITCH 1'-6" 1'-0"1'-6" 3'- 0"B18 DW W30 W18 MWW30 W30 W30 OVEN MICROWAVE FRIDGE B18 W12 SB30 CROWN MOLDING PROVIDE ( 1) LOCKED CABINET, TYP. ALL UNITS PLAM COUNTERTOP BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELVES 4" TOE SPACE UNDER CABINET LIGHT W/ 3" VALANCE 2'-10"VSB36 T21 SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING 24" X 36" MIRROR LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.) MEDICINE CABINET SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING TOWEL BAR SHOWER 1 X 4" WOOD TRIM 1'- 5"2'-10" 2'-9"4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.5'-6"T30 SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING 1x4 WOOD TRIM SHELF AND ROD SHOWER1" 4'-2"2'-9" 4" TOE SPACE 5'-6" 2'-10"VSB36 W/D 24" X 36" MIRROR MEDICINE CABINET SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELVING LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)SHELF & ROD CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. T24 1x4 WOOD TRIM SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVES SHOWER 2'- 9"2'-10"1'- 5"4" TOE SPACE ROBE HOOK VSB30 24" X 36" MIRROR MEDICINE CABINET SHAKER" STYLE FLAT PANEL VANITY CABINET LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)2'- 10"4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.2'-8" VSB36T18"SHAKER" STYLE FLAT PANEL VANITY CABINET W/ ADJ. SHELF 24" X 36" MIRROR LIGHT FIXTURE TOWEL BAR SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVING MEDICINE CABINET 1 X 4" WOOD TRIM 7'- 0"4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. 2'- 10"VSB30 LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)24" X 36" MIRROR SHAKER" STYLE FLAT PANEL VANITY W/ ADJ. SHELF 4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP. 2'-10"VSB33 LIGHT FIXTURE SEE DESIGN/ BUILD ELECTRICAL DWGS.)24" X 36" MIRROR SHAKER" STYLE FLAT PANEL VANITY W/ ADJ. SHELF 4" TOE SPACE CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.3'- 0"B30 B30 SHAKER" STYLEFLAT PANEL CABINET W/ ADJ. SHELF 4" TOE SPACE2'-9"4'-2" 1"5'-6"SHOWER SHELF & ROD 1 X 4" WOODTRIM SHAKER" STYLE FLAT PANEL LINEN CABINET W/ ADJ. SHELVES 4" TOE SPACE T30 5'-6"W/ D VSB36 2'-10"3'-0" SHELF & ROD LIGHT FIXTURE (SEE DESIGN/ BUILD ELECTRICAL DWGS.)24" X 36" MIRROR MEDICINE CABINET SHAKER" STYLE FLAT PANEL VANITY W/ ADJ. SHELF CULTURED MARBLE COUNTERTOP & BACKSPLASH, TYP.GENERAL NOTES: 1. PROVIDESOLID BLOCKING AT WALLS RECEIVING GRAB BARS AND TOILET ACCESSORIES 2. REFER TO ACCESSIBILITY DETAILS FOR INFORMATION REGARDING REQUIRED CLEARANCES AT FIXTURESAND GRAB BAR LOCATIONS.3. PROVIDE PIPE COVER FOR PROTECTION AT WASTEAND HOT WATER SUPPLY, TYP.PROJECT No: THE DESIGNS AND PLANS INDICATEDON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARERESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED INANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRESASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OFNUMBER: Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 3/24/ 2020 11:55:35 AMBIM360:// Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HARTBOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A501 INTERIOR ELEVATIONS -UNITS 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE: 1/4" = 1'-0"A5012 TYP. BATH - SHOWER WALL SCALE:1/4" = 1'-0"A501 3 TYP. BATH - END WALL SCALE:1/4" = 1'-0"A501 4 TYP. BATH - VANITY WALL SCALE:1/4" = 1'-0"A501 7 UNIT 'A' BATH - VANITY SCALE:1/4" = 1'-0"A501 5 UNIT 'A' BATH - SHOWER SCALE:1/4" = 1'-0" A501 8 UNIT 'A' KITCHEN - E SCALE:1/4" = 1'- 0"A501 9 UNIT 'A' KITCHEN - S SCALE:1/4" = 1'-0" A501 10 UNIT 'A' ISLAND - E SCALE:1/4" = 1'-0"A501 11 UNIT 'A' ISLAND - W SCALE:1/4" = 1'-0" A501 13 UNIT 'C' BATH 1 - VANITY SCALE:1/4" = 1'- 0"A501 14 UNIT 'C' BATH 2 - VANITY SCALE:1/4" = 1'-0"A501 15 UNIT ' D' BATH 2 - VANITY SCALE:1/ 4" = 1'-0"A501 16 UNIT 'D' KITCHEN - N SCALE:1/ 4" = 1'-0"A501 17 UNIT 'D' KITCHEN - E SCALE:1/ 4" = 1'-0"A501 1 TYP. KITCHEN TYPE 1 SCALE:1/ 4" = 1'-0"A501 18 UNIT ' D' ISLAND - S SCALE:1/4" = 1'-0"A501 12 UNIT 'A' ISLAND - N SCALE:1/4" = 1'- 0"A501 19 UNIT 'E' BATH 2 - VANITY SCALE:1/4" = 1'- 0"A501 20 UNIT 'E' KITCHEN - W SCALE:1/4" = 1'- 0"A501 21 UNIT 'E' KITCHEN - N SCALE:1/4" = 1'- 0"A501 22 UNIT 'G' KITCHEN SCALE:1/ 4" = 1'-0"A501 23 TYP. MC KITCHEN SCALE:1/4" = 1'- 0"A501 24 TYP. MC BATH - 1'-0"BUILT- OUT WOOD COLUMN TO MIMIC THE STYLE OF THE EXTERIOR COLUMNS SHAKER STYLE WOOD FINISHED ENDS AND BACKPANELS, WD-18'-3"1'- 2"8'- 3" WOOD TOP WD- 1 14'- 0"TYP.1'- 0"OPEN PLAM COUNTERTOP 4" TOE SPACE WOOD PANEL- FINISHED END, TYP.1'-0" 2'-6"PLAM COUNTERTOP PLAM COUNTERTOP WOOD PANEL 4" TOE SPACE1'-0" 2'-6"9'- 0 3/8" 3'-8 5/8"SHAKER STYLE WOOD FINISHED ENDS AND BACK PANELS, WD- 13'-0" 5'-5" 1'- 0"2'- 9"8'- 6"2'-9"WOOD TOP WD-1 4 1/2" 2 1/2"6"1'- 10 1/2" 6"WOOD TRIM WOOD VENEER TYP.1'- 0"7'-0" 4'-0" 4'-0" STAINED 6x8 ROUGH SAWN TIMBER MANTLE HEAT-N- GLO ESCAPE-42' GAS F. P.PLASTIC LAMINATE TOP PL-2 FINISHED END PANELS, WD- 1 B48 B48 SHAKER" STYLE PANEL - CABINET, TYP. W/ ADJUSTABLE SHELVING, WD-1 ST-1 STONE 3'- 0" 6'-10 3/ 4"1'- 6 1/4" DECORATIVE LIGHTING, COORD. W/ ELEC. 5'-6"1'-0"PLAM FLAT PANEL CABINET, TYP.SOLID SURFACE COUNTERTOP & BACKSPLASH, TYP.6" STAINLESS STEEL LEGS, TYP.B36 B36 B33 B33 B18 ELECTRICAL OUTLET 2'-10" SOLID SURFACE COUNTERTOP PLAM FLAT PANEL -CABINET, TYP.6" STAINLESS STEEL LEGS, TYP.UC FRIDGE SINK SB36/ 28D B42/28D B24/28D B36/ 28D B36/ 28D B15/28D 6x24 ACCENT PORCELAIN TILE ELECTRICAL OUTLET 12x24 PORCELAIN TILE SINK 13'-11" 4'- 0" 4'-2"4'-0" SLIDING WOOD BARN DOORS TO CLOSE OFF ROOM LOCKABLE) 4" VERTICAL WOOD TRIM AT CORNERS 4" VERTICAL WOOD TRIM AT CORNERS 6'- 0" 9'- 0"12" W x 15"D x 36" H METAL LOCKERS, DOUBLE-STACKED ON 4" BASE 2'- 10" 1'- 8"1'-7" 11"MICRO. UNDERCABINET LIGHT W/ 3" VALANCE PLAM COUNTERTOP BACKSPLASH, TYP.PLAM STYLE FLAT PANEL -CABINET, TYP.4" TOE SPACE REFRIG.B12 WHV36 B36 W33 W12 W36 MWW36 OPEN 2'- 10" 1'-8"2'- 6"ADJUSTABLE SHELVES PLAM COUNTERTOP BACKSPLASH, TYP.PLAM STYLE FLAT PANEL-FILE DRAWER CABINET, TYP. SIZED FOR PENDAFLEX FOLDERS OPEN SHELVING 2D12BO39 W39 W36 W36 SALSBURY RECESSED MAILBOX MODEL #3716D-20, STAINLESS STEEL FINISH W/ ENGRAVED & PAINTED NUMBERING 1X4 WOOD TRIM AROUND SLOTS 79) SLOTS 6" WOOD BASE, TYP.MAILBOX INSTALLATION TO MEET USPS HEIGHT REGULATIONS WOOD VENEER WD1 MAX. 1'-3" 1X4 WOOD TRIM AROUND BOXES 6" WOOD BASE MAILBOX INSTALLATION TO MEET USPS HEIGHT REGULATIONS SALSBURY RECESSED MAILBOX MODEL # 3716D-20, STAINLESSSTEEL FINISH W/ ENGRAVED & PAINTED NUMBERING WOOD VENEER WD1 3'-0"PAINTED WOOD MANTLE, WD2B PAINTED WOOD SURROUND, WD2B PAINTED WOOD, WD2B ELECTRIC FIREPLACE PAINTED WOOD CROWN MOLDING, WD2B PAINTED WOOD ADJUSTABLE SHELVES, WD2B FINISHED END PANELS, WD2B 3'- 6"7'- 0"PAINTED WOOD PANELING, WD2B 1'-0" 1'-0"4'- 2"8'- 3" ELECTRIC FIREPLACE TRIM 22 PLAM COUNTERTOP SHAKER" STYLE FINISHED END PANEL, WD2B METAL BRACKETS/ COUNTERTOP SUPPORTS AS REQ' D2'-10"4'-3 1/8" 4'-3" 2'-1 7/ 8"2'- 2"2'-0" 22 2'-10"1'- 8" 2'-6"B30/ 28D B30/ 28D W36 W33 W33 W18 SHAKER" STYLE CABINET W/ ADJ. SHELVES, TYP. WD-2B PLAM COUNTERTOP 4" TOE SPACE, TYP.SHAKER" STYLE CABINET W/ DRAWERS AND ADJ. SHELF, TYP. LOCKABLE) WD- 2B TILE BACKSPLASH 22 22 2'- 6"1'-8" 2'-10"W18 W33 W36 B33/28D W36 SHAKER" STYLE CABINETS W/ ADJ. SHELVES, TYP. WD- 2B PLAM COUNTERTOP 4" TOE SPACE, TYP. SHAKER" STYLE CABINETS W/ DRAWERS AND ADJ. SHELF, TYP. LOCKABLE) WD-2B SB36/ 28D SB18/28D W36 B36/ 28DB18/28D TILE BACKSPLASH 1 1/ 4" FILLER 1 1/ 4" FILLER 22 22 SHAKER" STYLE PANELING WD- 2B PLAMCOUNTERTOPWOOD TRIM WD-2B2'-6" 1'- 8"2'- 10"22 B30 B30 B30 B30 TV4'- 2"2'-10" WOOD TOP WD-3 SHAKER" STYLE FLAT PANEL CABINET W/ ADJ. SHELVES, TYP. LOCKABLE) WD-1 4" TOE SPACE WD- 1 WOOD SHELVING, 12" DEEP WD- 3 CROWN MOLDING WD- 3 4'- 6"OPEN WOOD SHELVING 22 2'-6" 1'-8" 2'- 10"PLAMCOUNTERTOP & BACKSPLASH, TYP.SHAKER" STYLE - WOOD CABINET, TYP. W/ ADJ. SHELF LOCKABLE) WD-1 " SHAKER" STYLE -WOOD CABINET, TYP. W/ ADJ. SHELVES B30 B30 B30 B30 W30W30 W30 W30 CROWN MOLDING, WD- 3 3'- 0" 3'- 0"WOOD END PANEL, TYP.22 2'-6" 2'-0"2'- 6"PLAM COUNTER & BACKSPLASH W/ SUPPORTBRACKETS AS REQ' D.PLAM STYLE FLAT PANEL CABINET, TYP., LOCKABLE OPEN 4" BASE PLAM OPEN SHELVING W36 W36 W24 W24 4'-11" 4'-11"4'- 11"W27 W30 W30 PLAM STYLE FLAT PANEL CABINET, TYP., LOCKABLE PLAM COUNTER & BACKSPLASH W/ SUPPORT BRACKETS AS REQ'D. 4" BASE OPEN 2'-6"2'- 0"2'-6" 3'-8"3'- 8"B14 B14 B14 PLAM COUNTERTOP SHAKER" STYLE FLAT PANEL WOOD CABINET, TYP.4" TOE SPACEB143'- 6" 10'- 8"PROVIDE LOCKING HARDWARE, TYP.B14 B14 B14 B14 B14B27WHB30 WOOD VENEER & 4" WOOD TRIM3'-3"1'-8"2'-10" PLAM COUNTERTOP UC FRIDGE 4" TOE SPACE B30 CROWN MOLDING W3036 W3036 PROVIDE BLOCKING FOR WALL-MOUNTED MONITOR, COORD. W/ ELEC.MONITOR STONE VENEER 2'-0" 2'-0" SINK UC ICE MAKERSHAKER" STYLE CABINETS W/ DRAWERS AND ADJ. SHELF, TYP. CABINET WITH GLASS DOORS, GLASS SHELVES AND LED LIGHTING TYP.10'-6" PLAM COUNTERTOP WOOD FLAT PANEL FINISHED END AND BACK PANELS, TYP.1X4 WOOD TRIM3'- 6"STAINED 8x10 ROUGH SAWN TIMBER MANTLE STONE VENEER, ST2 HEAT- N-GLO ESCAPE-42' GAS F.P.10'- 0"1'-0" ST-1 STONE TO CEILING WALL SCONCES 9'-0" ELECTRICAL OUTLET GENERAL NOTES: 1. PROVIDE SOLID BLOCKING AT WALLS RECEIVING GRAB BARS AND TOILET ACCESSORIES 2. REFER TO ACCESSIBILITY DETAILS FOR INFORMATION REGARDING REQUIRED CLEARANCES AT FIXTURES AND GRAB BAR LOCATIONS. 3. PROVIDE PIPE COVER FOR PROTECTION AT WASTE AND HOT WATER SUPPLY, TYP. 2D18 2D18 2D18 PLAM COUNTERTOP PLAM COUNTERTOP 4" TOE SPACE1'- 0" OPENOPEN PLAM COUNTERTOP PLAM COUNTERTOP 4" TOE SPACE 3D18 3D18 B36 WHB36 DW B24 B24 W12 W36 W36 W36 W33 "SHAKER" STYLE FLAT PANEL -WOOD CABINET, TYP. W/ ADJ. SHELVES WD-1 PLAM COUNTERTOP 4" TOE SPACE, TYP.UNDERCABINET LIGHT W/ 3" VALANCE TILED BACKSPLASH W33W36 W36 B36 B36 B33 1" FILLER PANEL2'-6"1'-8"2'- 10" CROWN MOLDING 22 B36B36 B21 PLAM COUNTERTOP SHAKER" STYLE FLAT PANEL WOOD CABINET, TYP. WD-1 B21B212'- 10"UC ICE MAKER 12'-9"22 2'-10"PLAM COUNTERTOP WOOD FLAT PANEL FINISHED END AND BACK PANELS, TYP. WD- 3 1X4 WOOD TRIM 12'- 6"22 WOOD WAINSCOT 6" BASE 4" WOOD TRIM WOOD WAINSCOT WOOD DOOR AND FRAMEGLAZING GYP. BD.WOOD VENEER WOOD VENEER 7'-9"1'-0" 3'-6"8'-9"GYP. BD.4" WOOD TRIM B30/24D PLAM COUNTERTOP W/ TRASH CUT OUT 4" TOE SPACE, TYP.SHAKER" STYLE CABINETS W/ ADJ. SHELF, TYP. WD-1 2'-10"B30/ 24D PROJECT No:THE DESIGNS AND PLANS INDICATED ON THEDRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANYFORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRESASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THATI AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATEOF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 6/9/2020 2:51:33 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A502 INTERIOR ELEVATIONS -COMMONS08- 1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE:1/4" = 1'- 0"A502 5 A101 - LOBBY - E SCALE:1/4" = 1'- 0"A502 3 A101 - LOBBY DESK - E SCALE:1/4" = 1'- 0"A502 1 A101 - LOBBY DESK - W SCALE:1/4" = 1'- 0"A502 6 A102 - COMMONS - W SCALE:1/4" = 1'-0" A502 8 A102 - COMMONS - E SCALE:1/4" = 1'-0" A502 9 A129 - BREAKFAST COUNTER - N SCALE:1/4" = 1'-0" A502 10 A129 - BREAKFAST COUNTER - S SCALE:1/4" = 1'-0" A502 11 A129 - BREAKFAST COUNTER - S1 SCALE:1/ 4" = 1'-0"A502 12 A134 - STAFF RM. - N SCALE:1/4" = 1'-0"A502 13 A134 - STAFF RM. - S SCALE:1/4" = 1'- 0"A502 14 A139 - WORK RM. - S SCALE:1/4" = 1'-0" A502 15 B102 - MAIL - E SCALE: 1/4" = 1'-0"A50216 B102 - MAIL - S SCALE: 1/4" = 1'-0"A50217 B106 - HEARTH ROOM - N SCALE: 1/4" = 1'-0"A50218 B107 - BREAKFAST COUNTER - E SCALE: 1/4" = 1'-0"A50219 B107 - BREAKFAST COUNTER - S SCALE: 1/4" = 1'-0"A50220 B107 - BREAKFAST COUNTER - W SCALE: 1/ 4" = 1'- 0"A502 SB36B36B36 SINK SHAKER" STYLE WD1 W/ ADJ. SHELF PROVIDE ACCESS TO COLD WATER SUPPLY FOR COFFEE, GROMMET AS REQ'D. WOOD ADJUSTABLE SHELVES FINISHED END PANELS LIBRARY SCONCE 4" TOE SPACE WOOD CROWN MOLDING ADD WOOD FACED SOFFIT OVER BOOKCASES AND CASEWORK W/ WIDE CROWN LIBRARY SCONCE PLAM COUNTERTOP PORCELAIN TILE 12 WOOD ADJUSTABLE SHELVES WOOD FACED SOFFIT WOOD CROWN MOLDING STAINED WOOD MANTLE WOOD PANEL, TYP. ELECTRIC FIREPLACE 10"6'-11"10" STAINED WOOD SURROUND GYP. BD. TYP. WOOD CROWN MOLDING 1'-0"4'- 5"1'- 0"7'-6"ELECTRIC FIREPLACE TRIM 5'-8" 2'-6"1'- 0"3'- 6"W30 W30 W30 W30 PLAM STYLE FLAT PANEL CABINET W/ ADJ. SHELVES, TYP.PLAM COUNTERTOP & BACKSPLASH W/ SUPPORT BRACKETS AS REQ' D 4" BASE, TYP.4'-11 3/4"4'-11 3/ 4" GENERAL NOTES: 1. PROVIDE SOLID BLOCKING AT WALLS RECEIVING GRAB BARS AND TOILET ACCESSORIES 2. REFER TO ACCESSIBILITY DETAILS FOR INFORMATION REGARDING REQUIRED CLEARANCES AT FIXTURES AND GRAB BAR LOCATIONS.3. PROVIDEPIPE COVER FOR PROTECTION AT WASTE AND HOT WATER SUPPLY, TYP.T24/ 24D T24/ 24D2'- 9"2'-10"1'- 5"PLAM FLAT PANEL LINEN CABINET 4" TOEKICK COVE TRANSITION STRIP, TYP. TRANSITION STRIP, TYP.4" x16" WALL TILE 4'-6" COVE TRANSITION STRIP, TYP. WALL TILE, SEE FINISH SCHEDULE TRANSITION STRIP, TYP. 2'- 10"24X36 MIRROR CULTURED MARBLE COUNTERTOP & BACKSPLASH FLAT PANEL PLAM ADA APRON LIGHT FIXTURE, TYP.COVE TRANSITION STRIP, TYP. TRANSITION STRIP, TYP. SINK WALL TILE VINYL WALLCOVERING COVE TRANSITION STRIP, TYP.TRANSITION STRIP, TYP. 4x16 WALL TILE PRE-FAB ROLL- IN TYPE SHOWER UNIT W/ CRUSHABLE THRESHOLD & NON- SKI FLOOR, TYP. 5'-0"COVE TRANSITION STRIP, TYP.TRANSITION STRIP, TYP. 4"x16" WALL TILE 2'-10"1'- 8"2'- 6" 7'-0" UC FRIDGE 4" TOE KICK SINK PLAM FLAT PANEL STYLE CABINET W/ ADJ. SHELVES, TYP. PLAM COUNTERTOP PLAM FLAT PANEL STYLE CABINET W/ DRAWERS AND ADJ. SHELF, TYP. W30 W30 SB36 2'- 9 7/ 8" 1'-8 1/ 8"2'- 6"7'-0" SOAP DISPENSER SINK SB30 B30 4" TOE KICK PLAM FLAT PANEL STYLE CABINET W/ ADJ. SHELVES, TYP. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH PLAM FLAT PANEL STYLE CABINET W/ DRAWERS AND ADJ. SHELF, TYP.W30 W30 STAINLESS STEEL SINK 1x4 WOOD WAINSCOT WOOD PANEL 1x4 WOOD TRIM 1x6 WOOD BASE 1x4 WOOD WAINSCOT WOOD PANEL 1x4 WOOD TRIM 1x6 WOOD BASE 3'- 0"1x4 WOOD WAINSCOT WOOD PANEL 1x4 WOOD TRIM 1x6 WOOD BASE 3'- 0"1x4 WOOD WAINSCOT WOOD PANEL 1x4 WOOD TRIM 1x6 WOOD BASE MOUNT SINKS TO FINISHED FACE PANEL, TYP.48"x36" FRAMED MIRROR BY HEADWATERS HAIR WASH SINK BY PLUMBER)4" VINYL BASE PLAM STYLE FLAT PANEL CABINET, LOCKABLE, TYP. T24T24 LIGHTING FIXTURE 2'- 10"ADJ. HAIR WASH SINK (BY PLUMBER) MOUNTED TO FINISHED FACED PANEL PLAM COUNTERTOP BACKSPLASH, TYP.4" PLAM TOEKICK PLAM STYLE FLAT PANEL CABINET, TYP. HD15 B3D15 OS24 B3D15 HD15 WOOD CROWN MOLDING 2'- 6"2'- 0"2'- 6" W33 W33 W33 PLAM STYLE FLAT PANEL CABINET W/ ADJ. SHELVES, TYP. PLAM COUNTERTOP & BACKSPLASH W/ SUPPORT BRACKETS ASREQ'DOPEN4" BASE, TYP.4'-2 5/8" 4'- 2 5/ 8" 6" BASE 4" WOOD TRIM WOOD WAINSCOT WOOD DOOR AND FRAME4'- 10" 3'-6" GLAZING 8'-4" GYP. BD.WOOD VENEER WOOD VENEER 12 FABRIC AWNING GYP. BD SOFFIT DOORS, SEE PLANS AND SCHEDULE 3 PANEL HC DOOR FASTENED TO FACE OF FURRING WALL7'- 0"2'-5" 6'-0 7/8"2'- 0"6'- 3"2'- 0"4'- 6 3/ 4" OPEN CROWN MOLDING WOOD CHAIR RAIL 1x6 WOOD BASE GYP. BD. 1'- 0"COVE TRANSITION STRIP, TYP.TRANSITION STRIP, TYP. 4"x16" WALL TILE 5'-0"SPA TUB, PROVIDED BY OWNER 24X36 MIRROR CULTURED MARBLE COUNTERTOP & BACKSPLASH FLAT PANEL PLAM ADA APRON LIGHT FIXTURE, TYP.COVE TRANSITION STRIP, TYP. TRANSITION STRIP, TYP. 4x6 WALL TILE 5'-0"T24/24D PLAM FLAT PANEL LINEN CABINET COVE TRANSITION STRIP, TYP.TRANSITION STRIP, TYP.4"x16" WALL TILE 5'-0"SPA TUB, PROVIDED BY OWNER 9" 2'-0"TILE2'-6" 1'-6"3'-0"PLAM COUNTERTOP W/ 4" BACKSPLASH, TYP.CLINIC SINK COVE TRANSITION STRIP, TYP. WASHER/ DRYER BEYOND 2'- 1" 1'-6"3'- 0"2'-6" 1'-8"2'-10"ADJ. SHELVES FLAT PANEL PLAM CABINET, TYP.PLAM COUNTERTOP BACKSPLASH, TYP.4" VINYL BASE SINK W36 W36 W36 BRACKETS, TYP.STACKEDWASHER/ DRYER COMBINATION UNITS B36 B36 FLAT PANEL PLAM CABINET, TYP. FINISHED END PANEL FIN. END PANEL PROJECT No:THEDESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OFTHE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEauClaire, Wisconsin 54701(715) 834- 3161River Falls Office215 N. SecondStreet Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.229765/ 27/2020 10:54: 57 AMBIM 360://Monticello SeniorHousing/ 08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA55362A503 INTERIOR ELEVATIONS -COMMONS 08-1866. 00 JULY 2, 2019 CONSTRUCTIONSETSCALE: 1/4" = 1'-0"A503 2 B323 - LIBRARY - N SCALE:1/ 4" = 1'-0"A503 3 B323 - LIBRARY - W SCALE:1/4" = 1'-0"A503 4 B323 - FIREPLACE - SE SCALE:1/4" = 1'- 0"A503 1 A326 - LAUNDRY - E SCALE:1/4" = 1'- 0"A503 5 B133 - SPA - S MARK DATE DESCRIPTION 28/ 19/19 PR #1 6 11/22/19 PR #610 12/3/19 RFI # 22 12 2/10/20PR # 8 14 3/24/ 20 PR #10 21 5/27/ 20 PR #11 SCALE: 1/ 4" = 1'-0" A503 6 TOILET, TYP. SCALE: 1/ 4" = 1'- 0" A503 7 TOILET VANITY, TYP.SCALE: 1/4" = 1'-0"A503 8 B134 - RESTROOM - W SCALE: 1/4" = 1'-0"A503 9 B134 - RESTROOM - N SCALE: 1/4" = 1'-0"A503 10 A137 CLOSET - S SCALE: 1/4" = 1'-0"A503 11 B223 SINK - W SCALE: 1/4" = 1'-0"A503 12 A130 PRIVATE DINING - WSCALE: 1/4" = 1'-0"A503 13 A130 PRIVATE DINING - SSCALE: 1/4" = 1'-0" A503 2'-8"4'-7 1/4"2'-8" 2'-6"1'-0"3'-6"3'-0"3'-0"1'-6" 2'-6" 1'-0"3'-6"2'-6" 2'-6"2'-6"8'-8"2'-6" 2'-6"2'-6"2'- 10" 8"1'-0" 2'-6"8'- 8"3'-0" 3'-0"3'-0"3'-0" NOT FOR CONSTRUCTION -PROJECT No:THE DESIGNS AND PLANSINDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BEUSED OR REPRODUCED IN ANY FORM OR BY ANY MEANSWITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.Eau Claire Office3433 OakwoodHills ParkwayEau Claire, Wisconsin 54701( 715) 834-3161River Falls Office215N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-49084/ 1/2019 4:58:53 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH.rvtCORNER OF HART BLVD AND RIVERVIEW DR NEMONTICELLOSENIOR LIVINGMONTICELLO, MINNESOTA 55362A504PRICING SETINTERIOR ELEVATIONS -COMMONS 08- 1866.00 APRIL 1, 2019MARK DATE DESCRIPTION SCALE: 1/4" = 1'-0"A504 2 A326 - LAUNDRY - E SCALE: 1/ 4" = 1'-0"A504 1 A326 - LAUNDRY - N SCALE: 1/4" = 1'-0" A504 3 A326 - LAUNDRY - S SCALE: 1/4" = 1'-0"A504 4 B323 - LIBRARY - N SCALE: 1/4" = 1'-0"A504 5 B323 - LIBRARY - W SCALE: 1/4" = 1'-0"A504 6 B323 - FIREPLACE - SE SCALE: NOT FORCONSTRUCTION -PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALLRIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANYFORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.Eau Claire Office3433Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls P1 INTERIOR PARTITION 5/8" GYPSUM BOARD ONE SIDE OF WALL 2X4 WOOD STUD @ 24" O.C. P2 INTERIOR PARTITION P3 INTERIOR PARTITION P4 INTERIOR PARTITION P5 INTERIOR PARTITION P6 UNIT DEMISING PARTITION P7 INTERIOR PARTITION P8 INTERIOR PARTITION P10 INTERIOR PARTITION P11 INTERIOR PARTITION 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X4 WOOD STUD @ 24" O.C. 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X4 WOOD STUD @ 24" O.C. 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X4 WOOD STUD @ 24" O.C. W/ SOUND BATT INSULATION UL DESIGN NO. U301 2) HOUR RATING STC RATING: 55 UL DESIGN NO. U305 1) HOUR RATING 5/8" GYPSUM BOARD ONE SIDE OF WALL 2X6 WOOD STUD @ 24" O.C. 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X4 STAGGERED WOOD STUD @ 12" O.C. W/ SOUND BATT INSULATION UL DESIGN NO. U340 1) HOUR RATING STC RATING: 54 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X6 WOOD STUD @ 24" O.C. UL DESIGN NO. U404 1) HOUR RATING 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X6 WOOD STUD, SEE STRUCT. W/ SOUND BATT INSULATION 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X6 WOOD STUD @ 24" O.C. W/ SOUND BATT INSULATION 5/8" GYPSUM BOARD EACH SIDE OF WALL 2X8 WOOD STUD @ 24" O.C. P12 INTERIOR PARTITION 5/8" GYPSUM BOARD ONE SIDE OF WALL 2X8 WOOD STUD @ 24" O.C. P9 CORRIDOR PARTITION 2X6 WOOD STUD, SEE STRUCT. W/ SOUND BATT INSULATION ROOMCORRIDOR P16 INTERIOR PARTITION 12" CMU -UL DESIGN U906 (2) HOUR RATING 8" CMU 12" CMU UL DESIGN NO. U301 2) HOUR RATING STC RATING: 55 UL DESIGN NO. U327 1) HOUR RATING STC RATING: 50 5/8" GYPSUM BOARD EACH SIDE OF WALL 1/2" RESILIENT CHANNEL P15 INTERIOR PARTITION 12" CMU -UL DESIGN U906 (1) HOUR RATING P14 INTERIOR PARTITION TYPE 'D-2' (2 HOUR ) CLASSIFICATION WALL TYPE GENERAL NOTES: 1. PLUMBING FIXTURE WALLS: PROVIDE 5/8" GLASS MAT GYPSUM TILE BACKER BOARD AT WALLS SCHEDULED TO RECEIVE TILE. USE TYPE 'X' AT FIRE RATED PARTITIONS. 2. WET WALLS (SHOWERS & TUB SURROUNDS): PROVIDE 5/8" CEMENT BASED TILE BACKER BOARD WITH GLASS FIBER MESH EMBEDDED IN FRONT AND BACK SURFACES. 3/ RESTROOM WALLS NOT SCHEDULED TO RECEIVE TILE: PROVIDE 5/8" WATER RESISTANT GYPSUM BOARD. USE TYPE 'X' AT FIRE RATED PARTITIONS. P13 INTERIOR PARTITION P17 INTERIOR PARTITION 8" CMU -UL DESIGN U906 (2) HOUR RATING P18 INTERIOR PARTITION -UL DESIGN NO. U305 (1) HR. RATING TYPE 'D-2' (2 HOUR ) CLASSIFICATION P19 CORRIDOR PARTITION -2x8 WOOD STUDS P19 INTERIOR PARTITION 1 1/2" METAL FURRING CHANNEL @ 24" O.C. 5/8" GYPSUM BOARD ONE SIDE OF WALL 1 ALUMINUM (AL313)2 ALUMINUM 3 HOLLOW METAL STUD WALL) 674KNOCKDOWN5 2"2'-5"2"SEE SCHED.2"2'-5"2" 8'-6" 2"1'-4"2"SEE SCHED.2"SEE SCHED.2"SEE SCHED. 2"1 3/4"SEE SCHED.1 3/4"1 3/4"SEE SCHED. 2"6'-11 1/ 2"9"SEE SCHED. 9"6'-11 1/ 2"2"2"1'-0"2"6'- 2"10"8 HOLLOW METAL MASONRY) 4"SEE SCHED. 2"SEE SCHED.2"10 HOLLOW METAL (INT)SEE SCHED.4"2"SEE SCHED.2"2'- 0"2"1'-0" 2'-2"2"4" 11 ALUMINUM (INT)2"EQ 2"SEE SCHED.2" EQ 2"9 HOLLOW METAL (EXT)SEE SCHED.2"2"SEE SCHED. 2"1'-6" 2"1'-0"2'-2"2"2"12 HOLLOW METALSEE SCHED.2"1'- 0"2"CLEAR FIRE-RATED CERAMIC SAFETY GLAZING (60 MIN. RATED) WHERE REQUIRED 8'-6"2"SEE SCHED. 2"13 KNOCKDOWN KNOCK DOWN KNOCK DOWNSEE SCHED.13/4"1 3/4"SEE SCHED.1 3/4" 1'-0" 13/ 4"SEE SCHED.1 3/4"1 3/4"SEE SCHED. 1 3/ 4"1'- 2"1 3/4" SEE SCHED. 1 3/4"1 3/4"SEE SCHED.1 3/ 4"2'- 0"1 3/4" ALUMINUM (EXT)10"10" 10"2" SEE SCHED. 10"14 WOODSEE SCHED. 3/4" 3/4"SEE SCHED.3/ 4"8'- 4"10" SEE SCHED. 2"2"2'-0"2"SEESCHED.2"2'-0" 2"10" NOT USED 15 WOOD8'- 2"4"2'-8 1/2"5 1/2" 3'-6"4"6" 4"4" 2'- 0"4" SEE SCHED. 4"2'- 0"4"SEE SCHED. GLASSGLASS WOOD VENEER RAISED WOOD TRIM TO MATCH DOOR WOOD PANEL F-HM NV-HM FG- ALF-WD FG-VNL SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED.SEE SCHED.SEE SCHED. SEESCHED. SEE SCHED. SEE SCHED. SEE SCHED.1P- WD 2 PANEL)SEE SCHED.SEE SCHED. 1P-WD 2 PANEL)MC UNIT ENTRY)SEE SCHED.SEE SCHED.2P-WD BARN DOORS SEE SCHED. SEE SCHED. 5 1/2"5 1/2"5 1/2"5 1/2"2'-1 1/2"10"6"6" 6"1'-0"8"2'-10"6"8"BF-WD 2 PANEL)SEE SECHED.SEE SCHED.CLEAR FIRE-RATED CERAMIC SAFETY GLAZING AT RATED DOORS REFER TODOOR SCHEDULE)FG- WD GLASS NV-WD SEE SCHED.SEE SCHED. 8"2'- 10"6" 8"CLEAR FIRE-RATED CERAMIC SAFETY GLAZING AT RATED DOORS REFER TO DOOR SCHEDULE) GLASSGLASS GLASS KICK PLATE SEE SCHED.SEE SCHED. BOLLARD OVERHEAD SECTIONAL5 1/ 2"5 1/ 2"10" 2'- 1 1/2" 5 1/2" 2'-1 1/ 2"10" 5 1/2"5 1/ 2"5 1/2" 2'-1 1/2"10" HG-WD (PUB)6" 10"2'-2 1/2" 5 1/2" 3'-0"6"6"GLASS RAISED WOOD TRIM WOODSEE SCHED. SEE SCHED. 6"6"6" 1'-0"KICKPLATE HG-WDSEE SCHED.SEE SCHED.6" 6"3'-0" 6"GLASS SEE SCHED. SEE SCHED. A B C D EFG5'- 0"2'-6"5'-0"2'-6"2'-6"5'-0"2'-6" 5'-0"2'-6"5'-0"2'-6"2'-6"1'-6" 6'-0"2'-6"2'-6"5'-0"VINYL VINYL VINYL VINYL VINYL VINYL VINYL6'-0"1'-6"5'-0"NOTES:1. ALL EXT. WINDOWS TO BE WHITE BY ANDERSEN.2. ALL GLASS TO BE CLEAR 1" LOW-E. 3. ALL WINDOWS TO HAVE GYP. BD. HEAD AND JAMBS W/ MARBLE SILL AND APRON 4. PROVIDE A 4" STOP ON ALL OPERABLE UNIT WINDOWS.1 HOLLOW METAL4'-4" 2'-10"2'-7"2"2"2"2"3/4"4'-0"3'- 0"3/4"5'-6"3/4"3/4"2 WOOD NOT USED FIRELITE GLAZING 1) HOUR FIRE RESTANCE RATED 1'-4" SILL HEIGHT AT FIRST FLOOR ONLY 7'-6"5'-0"14 6 1/2"5"11"5" 4 1/2"5 5/8"4 1/2"4 3/8"SLOPE SLOPE SLOPE 6"6"1'-0"3 5/8"3 5/8"6 1/2"2 5/8" PROFILE TYPES SLOPE PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANYMEANSWITHOUTWRITTEN PERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 3/ 25/2020 8:14:21 AMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A601 SCHEDULES & LEGENDS 08-1866.00 JULY 2, 2019 CONSTRUCTION SETSCALE:1" = 1'-0"WALL TYPES DOOR SCHEDULE - UNIT TYPE MARK SIZE PANEL TYPE FRAME TYPE FIRE RATING HW SET COMMENTSWIDTH HEIGHT THICKNESS 30BF 2'-6" 6'-8" 1 3/8" BF-WD - 23 BI- FOLD 30WD 2'-6" 7'-0" 1 3/8" 1P-WD 14 26 36BF 3'- 0" 6'-8" 1 3/8" BF-WD - 23 BI-FOLD 36KD 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 36KD MC 3'-0" 7'-0" 1 3/4" 1P-WD MC 4 20 MIN. 25 36P 3'-0" 6'-8" 1 3/ 8" 1P-WD - 24 POCKET DOOR 36WD 3'-0" 6'-8" 1 3/8" 1P-WD 14 27 39P 3'-3" 6'-8" 1 3/8" 1P-WD - 24 POCKET DOOR 48BF 4'-0" 6'-8" 1 3/8" BF-WD - 22 BI-FOLD 54BF 4'-6" 6'-8" 1 3/8" BF-WD - 22 BI-FOLD 60BF 5'-0" 6'-8" 1 3/8" BF-WD - 22 BI-FOLD 72BF 5'-0" 6'-8" 1 3/ 8" BF-WD - 22 BI-FOLD 72SL 5'-11 1/4" 6'-11 1/2" 1 3/4" FG-VNL - SLIDING PATIO DOOR. HDWR.BY MFR.72WD 6'-0" 6'-8" 1 3/8" 1P-WD 14 28 2 PANELS @ 3-0 EA.DOOR SCHEDULE - COMMON AREAS DOOR # "FROM" ROOM "TO" ROOM SIZE PANEL TYPE FRAME TYPE FIRE RATING HW SET COMMENTSWIDTH HEIGHT THICKNESS A001A TENANT STORAGE HALL 7'-0" 7'-0" 1 3/4" F-HM 8 15 A001B TENANT STORAGE GARAGE 6'-0" 7'-0" 1 3/4" F-HM 8 15 A003 TRASH/RECYCLING GARAGE 7'-0" 7'-0" 1 3/4" F-HM 8 90 MIN. 42 A004 GARAGE STAIR A 3'-0" 7'-0" 1 3/ 4" NV- HM 8 60 MIN. 46 A007A ELEV. LOBBY GARAGE 3'-6" 7'-0" 1 3/ 4" NV-HM 10 43 A007B ELEV. LOBBY GARAGE 3'-6" 7'-0" 1 3/ 4" NV-HM 10 60 MIN. 44 A009 MECH. SERVICE HALL 6'-0" 7'- 0" 1 3/4" F-HM 8 60 MIN. 48 A010 HALL BLG. MAINT. / STOR. 6'-0" 7'- 0" 1 3/4" F-HM 8 37 A100B VEST 3'- 6" 7'-0" 1 3/4" FG-AL 2 03 POWER OPERATOR A100C LOBBY VEST 3'-6" 7'-0" 1 3/4" FG-AL 11 01 POWER OPERATOR A103 HALL HALL 7'-8" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A104 STORAGE HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A110A HALL STAIR B 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 49 A110B STAIR B 3'-0" 7'-0" 1 3/4" F- HM 9 06 A114 HALL JC 3'-0" 7'-0" 1 3/4" 1P- WD 4 20 MIN. 25 A120 HALL TRASH 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 09 A121 STOR HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 39 A122 HALL MEN 3'-0" 7'-0" 1 3/ 4" 1P-WD 4 30 POWER OPERATOR A123 HALL WOMEN 3'-0" 7'-0" 1 3/ 4" 1P-WD 4 30 POWER OPERATOR A124 HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 09 A128 HALL HALL 3'-6" 7'-0" 1 3/ 4" 1P-WD 4 20 MIN. 12 A128A HALL 3'-6" 7'-0" 1 3/ 4" F-HM 3 04 A129 HALL BREAKFAST COUNTER 3'-6" 7'-0" 1 3/4" NV- WD 4 11 DOUBLE ACTING SWING A129A 4'-2" 7'-4" 1 3/4" 1P-WD BARN DOOR A129B 4'-2" 7'-4" 1 3/4" 1P-WD BARN DOOR A130 CONF. / PRIVATE DINING DINING /ACTIVITY 6'-0" 7'-0" 1 3/4" 1P-WD 4 20 A131B LOBBY DINING /ACTIVITY 6'-0" 7'-0" 1 3/4" FG-WD 4 16 A131C HALL DINING /ACTIVITY 6'-0" 7'-0" 1 3/4" FG-WD 4 16 A131D DINING / ACTIVITY HALL 3'-6" 7'-0" 1 3/4" NV-WD 4 10 DOUBLE ACTING SWING A131E DINING /ACTIVITY 3'-0" 7'-0" 1 3/4" FG-AL 1 02 A132 HALL LOBBY 3'- 0" 7'-0" 1 3/4" 1P-WD 7 35 A132A CLOSET LOBBY 6'-0" 7'-0" 1 3/4" 1P-WD 4 21 A133 HALL MECH. RM. 3'-0" 7'-0" 1 3/ 4" 1P-WD 4 39 A134 HALL STAFF RM. 3'-0" 7'-0" 1 3/4" 1P-WD 6 31 A136 HALL DON OFFICE 3'-0" 7'-0" 1 3/4" 1P- WD 6 31 A137 DON OFFICE CLOSET 3'-0" 7'-0" 1 3/4" 1P-WD 4 40 A138 STOR HALL 3'-0" 7'-0" 1 3/4" 1P- WD 4 08 A139 HALL WORK RM. 3'-0" 7'-0" 1 3/4" 1P- WD 5 08 A140 HALL LOBBY 3'-0" 7'-0" 1 3/4" 1P-WD 6 35 A141 CONF. RM. HALL 3'-0" 7'-0" 1 3/4" 1P-WD 6 31 A142 HALL RES SRVCS OFFICE 3'-0" 7'-0" 1 3/4" 1P-WD 6 31 A143 DIRECTOR'S OFFICE HALL 3'-0" 7'-0" 1 3/4" 1P-WD 6 31 A144 HALL MARKETING OFFICE 3'-0" 7'-0" 1 3/4" 1P-WD 6 31 A200A PUB/ CLUB HALL 6'-0" 7'-0" 1 3/4" HG-WD 15 17 A200B PUB/ CLUB HALL 7'-8" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A201 STORAGE HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A207 HALL STAIR B 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 49 A211 HALL MECH. 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A217 HALL LAUNDRY 3'-0" 7'-0" 1 3/4" 1P-WD 4 40 A218 HALL TRASH 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 09 A221 HALL HALL 7'-8" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A224 HALL WOMEN 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 30 POWER OPERATOR A225 HALL MEN 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 30 POWER OPERATOR A226 IT HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 45 A229 HALL HALL 7'-6" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A230 HALL FITNESS 6'-0" 7'-0" 1 3/ 4" HG-WD 4 20 MIN. 17 A231A HALL HOUSEKEEPING 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A231B HOUSEKEEPING 2'-6" 7'-0" 1 3/ 8" 1P-WD 14 26 A300A ACTIVITY/ MPR HALL 6'-0" 7'-0" 1 3/4" 1P- WD 4 13 A300B ACTIVITY/ MPR HALL 6'-0" 7'-0" 1 3/4" 1P-WD 4 13 A301 STORAGE HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A307 HALL STAIR B 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 49 A311 HALL JC 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A317 HALL JAN. 3'-0" 7'-0" 1 3/4" 1P-WD 4 40 A318 HALL TRASH 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 09 A320 HALL MEN 3'-0" 7'-0" 1 3/4" 1P-WD 4 30 POWER OPERATOR A321 HALL WOMEN 3'-0" 7'-0" 1 3/4" 1P-WD 4 30 POWER OPERATOR A322 HALL HALL 7'-8" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A325 HALL STOR. 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 A326 LAUNDRY HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 34 A330 HALL HALL 7'-6" 7'-0" 1 3/4" 1P-WD 3 45 MIN. 47 A331 HALL CHAPEL 6'-0" 7'-0" 1 3/4" 1P-WD 4 18 A332 HALL 3'-0" 7'-0" 1 3/ 4" 1P-WD 4 20 MIN. 49 A333 ACTIVITY/ MPR STOR. 6'-0" 7'-0" 1 3/4" 1P-WD 4 19 B002 GARAGE 3'-0" 7'-0" 1 3/4" F-HM 8 05 B002A GARAGE 20'-0" 8'-4" - -- OVERHEAD DOOR B100 HALL 3'-0" 7'-0" 1 3/4" FG-AL 13 06 B101A MARKET HALL 3'-0" 7'-0" 1 3/4" 2P-WD 14 POCKET DOOR B101B HALL MARKET 3'-0" 7'-0" 1 3/4" 2P-WD 14 POCKET DOOR B103 HALL HALL 3'-6" 7'-0" 1 3/4" 1P-WD 4 45 MIN. 52 B104 HALL ACTIVITIES OFF. 3'-0" 7'-0" 1 3/4" 1P-WD 4 45 MIN. 32 B105 HEARTH RM. QUIET RM. 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 36 B106 HEARTH RM. 3'-0" 7'-0" 1 3/4" FG-AL 13 53 B109 ACTIVITES NURSE 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 41 B110 HALL MECH. 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 40 B119 ACTIVITY STOR 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 25 B120 COOKING HALL 3'-0" 7'-0" 1 3/4" 1P-PL 4 20 MIN. 41 B128A STAIR C 3'-0" 7'-0" 1 3/4" F-HM 9 51 B128B HALL STAIR C 3'-0" 7'-0" 1 3/4" 1P-WD 4 60 MIN. 07 B130 HALL STOR. 3'-0" 7'-0" 1 3/4" 1P-WD 4 38 B131 HALL LAUNDRY 3'-0" 7'- 0" 1 3/4" 1P- WD 4 33 B132 HALL HALL 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 44 B133 HALL SPA 3'-0" 7'-0" 1 3/ 4" 1P-WD 4 29 B135 ACTIVITES UNISEX 3'-0" 7'-0" 1 3/4" 1P-WD 4 20 MIN. 30 B136 STOR. PREP 3'-6" 7'-0" 1 3/ 4" F- HM 3 08 B137A HALL PREP 3'-6" 7'-0" 1 3/4" 1P-PL 4 TYP. EXT. WALL: NOTES APPLY WD SHIM AS REQ'D ARCH. PRECAST CONC. SILL ELEV.= VARIES T.O. PRECAST SILL) 1"X4" FIBER CEMENT TRIM, SEE ELEV. PRE FIN. METAL FLASHING WEEP VENTS @ 24" O.C. AIR BARRIER SHEET - INSTALL OVER WINDOW TOP & SIDE FLANGES & UNDER BOTTOM SILL FLANGE. VINYL WINDOWS -SEE PLANS & WINDOW TYPES FOR SIZE & LOCATION PROVIDE END DAM FLASHING, TYP. WEEP SCREED FLEXIBLE FLASHING INSTALL OVER TOP OF PRE FIN. METAL FLASHING 4" ROCKFACE VENEER WOOD HEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS PRE FIN. METAL FLASHING FIBER CEMENT SIDING, SEE ELEVATIONS TYP. EXT. WALL: NOTES APPLY 1"x4" FIBER CEMENT TRIM WD SHIM AS REQ'D VINYL WINDOWS -SEE PLANS & WINDOW TYPES FOR SIZE & LOCATION PROVIDE END DAM FLASHING, TYP. AIR BARRIER SHEET - TUCK UNDER BOTTOM SILL FLANGE FLEXIBLE FLASHING INSTALL OVER TOP OF AIR BARRIER SHEET WOOD HEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS SEALANT TYP. EXT. WALL: NOTES APPLY WD SHIM AS REQ'D PROVIDE END DAM FLASHING, TYP. AIR BARRIER SHEET - TUCK UNDER BOTTOM SILL FLANGE SIMULATED STONE VENEER ARCHITECTURAL PRECAST CONCRETE SILL WITH DRIP GRADE "D" BUILDING PAPER METAL LATH SCRATCH COAT SEALANT AND BACKER ROD 4" FIBER CEMENT TRIM WOOD HEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS PRE FIN. METAL FLASHING PRE FIN. METAL FLASHING TYP. EXT. WALL: NOTES APPLY HEADER SEE STRUCT. DOOR SEE SCHED. FOR TYPE STL. ANGLE SEE STRUCT. PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER SHEET WEEP VENTS @ 24" O.C. ARCH. PRECAST CONC. SILL 4" ROCKFACE VENEER 1"X6" FIBER CEMENT TRIM AIR BARRIER SHEET - INSTALL OVER TOP OF PRE FIN. METAL FLASHING WEEP SCREED PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER SHEET THRU-WALL FLASHING WOOD HEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS SPRAY FOAM ELEV.= VARIES T.O. WINDOW) HEADER SEE STRUCT. TYP. EXT. WALL: NOTES APPLY PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER FIBER CEMENT SIDING. SEE ELEVATIONS. VINYL WINDOWS -SEE PLANS & WINDOW TYPES FOR SIZE & LOCATION 1"x6" FIBER CEMENT TRIM AIR BARRIER SHEET - INSTALL OVER WINDOW TOP & SIDE FLANGES & UNDER BOTTOM SILL FLANGE. LAP OVER TOP OF PRE-FIN. FLASHING WOOD HEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER SEALANT HEADER SEE STRUCT. TYP. EXT. WALL: NOTES APPLY PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER SIMULATED STONE VENEER AIR BARRIER SHEET - INSTALL OVER WINDOW TOP & SIDE FLANGES & UNDER BOTTOM SILL FLANGE. LAP OVER TOP OF PRE-FIN. FLASHING 1"x6" FIBER CEMENTTRIMWOODHEAD, JAMB AND SILL TRIM AT COMMONS. GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER ANCHOR BOLTS, TYP. 1/2" EXP. MATERIAL, TYP. TYP. SLAB ON GRADE CONST.: NOTES APPLY C.I.P. FOUNDATION WALL, SEE STRUCTURAL F.F.E.= 100'-0" FIRST FLOOR) TYP. EXT. WALL: NOTES APPLY PRE FIN. METAL FLASHING DRIP WEEP VENTS @ 24" O.C. GRADE SILL SEALER, TYP. AIR BARRIER SHEET - INSTALL OVER TOP OF PRE FIN. METAL DRIP 2" RIGID INSULATION W/ DRAINAGE BOARD SPRAY APPLIED WATERPROOFING FLEXIBLE THRU-WALL FLASHING MOD. BITUMINOUS SELF-ADHERING SHEET WATERPROOFING, TUCK UNDER METAL FLASHING AND RUN OVER WATERPROOF MEMBRANE 12" GROUT CORES AND VOIDSSOLID6" MIN.GROUT SOLID BELOW FLASHING 4" ROCKFACE VENEER HEADER SEE STRUCT.TYP. EXT. WALL:NOTES APPLY PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER SHEET FIBER CEMENT SIDING. SEE ELEVATIONS.1"x6" FIBER CEMENT TRIM AIR BARRIER SHEET - INSTALL OVER TOP OF PREFIN. METAL FLASHING DOOR SEE SCHED. FOR TYPE WOOD HEAD, JAMB AND SILL TRIM AT COMMONS.GYP. BD. HEAD AND JAMB RETURNS W/ MARBLE SILL AND APRONS AT RESIDENT UNITS PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER ARCH. PRECAST CONC. SILL FACE BRICK ELEV.= VARIES T.O. PRECAST SILL)FIBER CEMENT BOARD SIDING, SEE ELEV.TYP. EXT. WALL:NOTES APPLY WEEP VENTS @ 24" O. C.WEEP SCREED PRE FIN. METAL FLASHING FLEXIBLE FLASHING INSTALL OVER TOP OF AIR BARRIER AND PRE FIN METAL DRIP AIR BARRIER SHEET 4" FIBER CEMENT BOARD TRIM, SEE ELEV .PRE FIN. METAL FLASHING TUCK UNDER AIR BARRIER ARCH. PRECAST CONC. SILL W/ DRIP ELEV.= VARIES T.O. PRECAST SILL)FIBER CEMENT BOARD SIDING, SEE ELEV.TYP. EXT. WALL:NOTES APPLY PRE FIN. METAL FLASHING DRIP FLEXIBLE FLASHING INSTALL OVER TOP OF AIR BARRIER AND PRE FIN METAL DRIP AIR BARRIER SHEET 4" FIBER CEMENT BOARD TRIM, SEE ELEV .AIR BARRIER SHEET SIMULATED STONE VENEER DRAINAGE PLANE METAL LATHSCRATCH COAT4"1'-4 1/ 4" 9 3/4" VINYL WINDOWS -SEE PLANS &WINDOW TYPES FOR SIZE &LOCATION GYP. RETURNS @ UNIT WINDOWS ONLY PROVIDE END DAM FLASHING, TYP.PRE- FIN. MTL. DRIP CULTURED MARBLE SILL @ UNIT WINDOWS ONLY 1X3 WOOD APRON @ UNIT WINDOWS ONLY P- TAC UNIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, TYP.PRE-FINISHED ARCHITECTURAL GRILLE.CUSTOM COLOR AS SELECTED BY ARCHITECT.GRADE WEEP VENTS @ 24" O. C.FLEXIBLE THR-WALL FLASHING BRICK VENEER, TYP.C.I.P. CONC. WALL, (SEE STRUCTURAL)TYP. SLAB ON GRADE CONST.:NOTES APPLY GROUT SOLID ARCHITECTURAL PRECAST CONCRETE SILL, TYP.MOD. BITUMINOUS SELF-ADHERING SHEET WATERPROOFING, TUCK UNDER METAL FLASHING AND RUN OVER WATERPROOF MEMBRANE 12"WEEP VENTS @ 24" O.C.2" RIGID INSULATION W/ DRAINAGE BOARD 7 5/8"5 1/2"1 1/2" 5 5/8" 2"7 5/8"4"6 1/8" 1 1/2"2"ARCH PRECAST CONC. SILL 4" ROCKFACE VENEER AIR SPACE PRECAST CONC. PLANK SEE STRUCT.) CONC. BEAM ( SEE STRUCT.)RIGID INSULATION CONC. TOPPING SLAB (SEE STRUCT.)2X6 WOOD STUDS W/ 4" SPRAY FOAM INSULATION R- 24 MIN. STEEL ANGLE SEE STRUCT.)PREFIN. METAL FLASHING TUCK UNDER WATERPROOFING AIR BARRIER SHEET INSTALL OVER TOP OF WATERPROOFING THRU WALL FLASHING W/ METAL DRIP OVERHEAD SECTIONAL DOOR WEEP VENTS @ 24" O.C. MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 11 1/ 8"5"FIRE- RETARDANT WOOD BLOCKING AT MOUNTING LOCATIONS FOR OVERHEAD DOOR TRACK AND OPERATOR EXTERIOR GRADE GYPSUM BOARD RIGID INSULATION AT PRECAST PLANK 3'- 6"TYPICAL EXTERIOR WALL TYPICAL FLOOR ASSEMBLY COMPOSITE DECKING TREATED 2x FRAMING PER STRUCTURAL THRU WALL FLASHING 2x6 FIBER CEMENT FASCIA 1x6 FIBER CEMENT FASCIA TREATED LEDGER, SEE STRUCT. THRU WALL FLASHING ALUMINUM RAILING, SECURE RAILING END POSTS AT JAMBS THROUGH JAMB TRIM AND INTO SOLID BLOCKING/FRAMING. SECURE PER MFR RECOMMENDATIONS, TYP.MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING UNDER SIDING AT RAILING CONNECTIONS WEATHER BARRIER FIBER CEMENT SIDING THRU WALL FLASHING UNDER SIDING 4" ROCKFACE VENEER AIR SPACE 2X6 WOOD STUDS W/ SPRAY FOAM INSULATION R- 24 MIN.WEATHER BARRIER ARCH PRECAST CONC. SILL GYP. BD.VINYL WINDOW SEE PLAN FOR TYPE PREFINISHED THRU WALL FLASHING WEEP VENTS @ 24" O.C.EXT. GYP. SHEATHING 3 5/8" 1"6 3/4" FLOOR JOIST SEE STRUCTURAL) SPRAYFOAM INSULATION R- 24 MIN.5/ 8" EXT. GYP. SHEATHING CEMENT BOARD SIDING FILL W/ BATT INSULATION 1/ 2" RESILIENT CHANNEL 5/8" GYP. BOARD 2X FRAMING (SEE STRUCTURAL)1X4 HARDIE TRIM VINYL WINDOW SEE PLAN FOR TYPE PRE-FINISHED THRU WALL FLASHING W/ METAL END DAM WEATHER BARRIER PRE FIN. METAL FLASHING 2X6 DOUBLE TOP PLATE 2X6 STUDS W/ 4" SPRAYFOAM INSULATION R- 24 MIN.5/8" EXT. GYP. SHEATHING CEMENT BOARD SIDING FLOOR TRUSS (SEE STRUCTURAL)SPRAYFOAM INSULATION FILL W/ BATT INSULATION 3/ 4" TREATED PLYWOOD SHEATHING 2X6 TREATED BOTTOM PLATE 2X6 STUDS W/ 4" SPRAYFOAM INSULATION R- 24 MIN.5/8" GYP. BOARD 5/8" GYP. BOARD 1/2" RESILIENT CHANNEL CONCRETE TOPPING WEATHER BARRIER HORIZONTAL EXPANSION JOINT PRE FIN. METAL FLASHING 2X6 DOUBLE TOP PLATE 2X6 STUDS W/ 4" SPRAYFOAM INSULATION R- 24 MIN.5/8" EXT. GYP. SHEATHING CEMENT BOARD SIDING FLOOR TRUSS (SEE STRUCTURAL)SPRAYFOAM INSULATION FILL W/ BATT INSULATION 3/ 4" TREATED PLYWOOD SHEATHING 2X6 TREATED BOTTOM PLATE 2X6 STUDS W/ 4" SPRAYFOAM INSULATION R-24 MIN.5/ 8" GYP. BOARD 5/ 8" GYP. BOARD 1/2" RESILIENT CHANNEL CONCRETE TOPPING WEATHER BARRIER HORIZONTAL EXPANSION JOINT PRE FIN. METAL FLASHING 7 1/4"1'-0"11 1/8" 8"5"2 7/8" 1'-2" 1'-6" 9 1/ 4"1'-0"10 1/2"7 1/2"1'-6"2x WOOD JOISTS SEE STRUCTURAL)WOOD BLOCKING AS REQUIRED ROOF MEMBRANE,WRAP UP WALL TO TOP OF PARAPET TAPERED RIGID INSULATION HARDIE FASCIA AND SOFFIT METAL GUTTER AND DOWNSPOUT 2x4 WOOD STUDS @ 24" O.C.SEE DETAIL 5/A701 FOR PARAPET CAP 1x4 HARDIE TRIM HARDIE FASCIA AND SOFFIT WEATHER BARRIER ALUM. SOFFIT PANEL 2x WOOD LEDGER ( SEE STRUCTURAL)CEMENT BOARD SIDING, SEE ELEVATIONS 2x6 WOOD STUDS @ 24" O.C. FILL CAVITY W/ SPRAY FOAM EXT. GYP. SHEATHING PRE- FINISHED METAL DRIP EDGE ROOF MEMBRANE FLASHING 2X8 WOOD STUDS @24" O. C. ( SEE STRUCTURAL) PROJECT No:THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THEPROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BEUSED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTENPERMISSION OF AYRES ASSOCIATES.I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMDULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:EauClaire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River FallsOffice215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA. 22976 4/14/2020 9:27:44 AMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLOSENIOR LIVINGMONTICELLO, MINNESOTA 55362A702 EXTERIOR DETAILS 08-1866. 00 JULY 2, 2019 CONSTRUCTION SETSCALE:1 1/2" = 1'-0"A702 2 WINDOW SILL AT ROCK FACEVENEER SCALE:1 1/2" = 1'-0" A702 3 WINDOW SILL AT SIDINGSCALE: 1 1/2" = 1'- 0"A702 4 WINDOW SILL ATSTONE SCALE:1 1/2" = 1'- 0"A702 5 DOOR HEAD ATROCK FACE VENEER SCALE:1 1/2" = 1'-0"A702 8 WINDOW HEADAT SIDING SCALE:1 1/2" = 1'- 0"A702 9 WINDOW HEAD ATSTONE SCALE:1 1/2" = 1'-0"A702 10 WALL SILL DETAIL SCALE:1 1/2" = 1'-0"A702 11 SECTIONAL DOOR HEAD SCALE:3/4" = 1'-0"A702 12 DECK SECTION SCALE:1 1/2" = 1'-0" A702 13 WINDOW SILL AT ROCK FACE SEE STRUCTURAL FOR PRECAST CONC. PLANK 1" RIGID INSUL. THERMALLY BROKEN THRESHOLD DOOR SEE SCHED. FOR TYPE C.I.P. FOUNDATION WALL, SEE STRUCTURAL 2" RIGID INSULATION W/ DRAINAGE BOARD SPRAY APPLIED WATERPROOFING GROUT ENDS OF PRECAST CONC. PLANK SOLID SPRAY APPLIED WATERPROOFING W/ END DAM F.F.E.= 100'-0" FIRST FLOOR) SEE STRUCTURAL FOR SLAB ON GRADE REQUIREMENTS 1" RIGID INSUL. THERMALLY BROKEN THRESHOLD DOOR SEE SCHED. FOR TYPE C.I.P. FOUNDATION WALL, SEE STRUCTURAL 2" RIGID INSULATION W/ DRAINAGE BOARD SPRAY APPLIED WATERPROOFING TYP. EXT. WALL: NOTES APPLY H.M. DOOR FRAME BACKER ROD AND SEALANT TYP. EXT. WALL: NOTES APPLY OVERHEAD DOOR BACKER ROD AND SEALANT TYP. EXT. WALL: NOTES APPLY PRE-FINISHED METAL LOUVER BACKER ROD AND SEALANT TYP. EXT. WALL: NOTES APPLY H.M. DOOR FRAME BACKER ROD AND SEALANT TYP. EXT. WALL: NOTES APPLY H.M. DOOR FRAME BACKER ROD AND SEALANT TYP. EXT. WALL: NOTES APPLY H.M. DOOR FRAME BACKER ROD AND SEALANT 4" PREFINISHED TRIM SIMULATED STONE VENEER 4" ROCKFACE VENEER 4" ROCKFACEVENEER4" ROCKFACEVENEER4" ROCKFACE VENEER WEATHERSTRIPPING PVC TRIM BOARD 4" ROCKFACE VENEER EXT. GYP. SHEATHING SPRAY FOAM INSULATION R-24 MIN. 2x6 WOOD STUDS GYP. BD. CONC. FOUNDATION WALL (SEE STRUCT.) PRECAST CONC. PLANK, GROUT ENDS SOLID (SEE STRUCTURAL) CONC. TOPPING SLAB SEE STRUCTURAL) GRADE (SEE CIVIL) FLEXIBLE THRU-WALL FLASHING W/ METAL DRIP EDGE WEEP VENTS @ 24" O.C. GROUT SOLID BELOW FLASHING 2" RIGID INSULATION MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING WEATHER BARRIER 6" GRADE (SEE CIVIL) SIMULATED STONE VENEER PRECAST CONC. PLANK W/ CONC. TOPPING (SEE STRUCT.) CONC. FOUNDATION WALL SEE STRUCT.) WEATHER BARRIER EXT. GYP. SHEATHING 2x6 WOOD STUDS W/ 4" SPRAY FOAM INSULATION R-24 MIN. GYPSUM WALL BOARD 2" RIGID INSULATION MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 2" RIGID INSULATION FLEXIBLE THRU-WALL FLASHING W/ METAL DRIP EDGE OVER SHEET WATERPROOFING FIRST FLOOR 100'-0" GRADE (SEE CIVIL) CONCRETE FOUNDATION WALL SEE STRUCTURAL) BEARING PAD PRECAST CONCRETE PLANK SEE STRUCTURAL) CONCRETE TOPPING (SEE STRUCT.) 2X6 TREATED BOTTOM PLATE 2X6 STUDS W/ 4" SPRAY FOAM INSULATION R-24 MIN. 5/8" GYP. BOARD WEATHER BARRIER FLEXIBLE THRU-WALL FLASHING W/ METAL DRIP EDGE WEEP VENTS @ 24" O.C. GROUT SOLID BELOW FLASHING 2" RIGID INSULATION MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 4" ROCKFACE VENEER 6" EXT. GYP. SHEATHING FIRST FLOOR 100'-0" GRADE (SEE CIVIL) CONCRETE FOUNDATION WALL SEE STRUCTURAL) BEARING PAD PRECAST CONCRETE PLANK, GROUT ENDS SOLID (SEE STRUCTURAL) CONCRETE TOPPING 2X6 TREATED DOUBLE BOTTOM PLATE 2X6 STUD W/ 4" SPRAYFOAM INSULATION R-24 MIN. 5/8" GYP. BOARD WEATHER BARRIER FLEXIBLE THRU-WALL FLASHING W/ METAL DRIP EDGE WEEP VENTS @ 24" O.C. GROUT SOLID BELOW FLASHING 2" RIGID INSULATION MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 4" ROCKFACE VENEER 6"6" FIRST FLOOR 100'-0" 2X6 STUDS W/ 4" SPRAY FOAM INSULATION R-24 MIN. CONCRETE TOPPING 2x6 DOUBLE TREATED BOTTOM PLATE 5/8" GYP. BOARD 5/8" EXTERIOR GYP. SHEATHING SIMULATED STONE VENEER PRECAST PLANK (SEE STRUCTURAL) CONCRETE FDNT. WALL (SEE STRUCTURAL) CONCRETE SLAB (SEE STRUCTURAL) 2" RIGID INSUL PREFINISHED FLASHING 1/2" EXP. MAT'L. MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 2" RIGID INSUL 6" 4" ROCKFACE VENEER EXT. GYP. SHEATHING SPRAY FOAM INSULATION R-24 MIN. 2x6 WOOD STUDS GYP. BD. CONC. FOUNDATION WALL (SEE STRUCT.) CONC. SLAB ON GRADE SEE STRUCTURAL) GRADE (SEE CIVIL) FLEXIBLE THRU-WALL FLASHING W/ METAL DRIP EDGE WEEP VENTS @ 24" O.C. GROUT SOLID BELOW FLASHING 2" RIGID INSULATION MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING WEATHER BARRIER GRANULAR FILL 6" 1/2" EXPANSION JOINT MATERIAL VAPOR BARRIER 1'-10" 1'-10"STEEL OR WOOD COLUMN, SEE STRUCTURAL MANUFACTURED STONE CAP2x4 WOOD STUDS1'- 6"1'- 6"1x4 TRIM MANUFACTURED STONE VENEER BELOW 12 A703 CONC. PIER, SEE STRUCTURAL CONC. SLAB ON GRADE 1/ 2" PLYWOOD SHEATHING WEATHER BARRIER FIRST FLOOR 100'- 0"1'-10" MANUFACTURED STONE VENEER MANUFACTURED STONE CAP 2x4 WOOD STUDS FIBER CEMENT PANEL 1x4 HARDIE TRIM STEEL OR WOOD COLUMN SEE STRUCTURAL)CONCRETE PIER SEE STRUCTURAL)CONC. SLAB ON GRADE SEE STRUCTURAL)1'-6"3/ 4" TREATED PLYWOOD PRE- FIN. MTL. FLASHING 2) LAYERS GRADE " D" BUILDING PAPER WEATHER BARRIER 1/ 2" PLYWOOD SHEATHING 2x6 HARDIE FASCIA 1x6 HARDIE FASCIA COMPOSITE DECKING 1x6 HARDIE TRIM PRE- FINISHED THRU WALL FLASHING FIBER CEMENT PANEL WEATHER BARRIER 17 FIRST FLOOR 100'- 0"GARAGE FLOOR 88'- 8"VARIESSEE MECHANICAL2'- 0"MIN. CLEAR1'-6" CONCRETE FOUNDATION SEE STRUCTURAL) CONCRETE FOUNDATION WALL SEE STRUCTURAL)METAL ANGLE METAL GRATE GRADE (SEE CIVIL)COURSE GRANULAR FILL LOUVER SEE MECHANICAL) AREA DRAIN SEE MECHANICAL)SEE ELEVATIONS FOR FINISH MATERIAL MODIFIED BITUMINOUS SELF ADHERING SHEET WATERPROOFING 14 A703 1'- 4"1x CEMENT BOARD TRIM ABOVE WOOD JOIST ABOVE SEE STRUCTURAL)EXTERIOR FINISH SEE ELEVATIONS)WALL CONSTRUCTION SEE SECTIONS) 2x6 WOOD STUDS CEMENT BOARD TRIM STEEL CHANNEL FRAMING SEE STRUCTURAL)VINYL WINDOW 13 A703 2x10 LEDGER SEE STRUCTURAL)2x10 WOOD JOISTS SEE STRUCTURAL) 3/4" TREATED PLYWOOD SHEATHING RIGID INSULATION TAPERED RIGID INSULATION - SLOPE 1/ 4"/FT. WOOD BLOCKING STEEL CHANNEL FRAMING SEESTRUCTURAL)VINYL WINDOW NOTE: SEE DETAIL FOR MORE INFORMATION/6 A701 TYPICAL EXTERIOR WALL TYPICAL FLOOR ASSEMBLY PRE- FINISHED MTL. THRU WALL FLASHING TREATED LEDGER, SEE STRUCT.FLEXIBLE THRU WALL FLASHING DOOR ( SEE PLAN) FLEXIBLE FLASHING, WRAP UP WALL AT JAMBS METAL FLASHING WEATHER BARRIER TRIM BOARD EXTERIOR FINISH, SEE ELEVATIONS PROJECT No: THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES.IHEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM DULY REGISTERED ARCHITECT UNDER THE LAWSOF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161River Falls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 5/6/ 2020 2:17:51 PMBIM 360://Monticello Senior Housing/08186600 Monticello_ARCH_V2.rvt9872 HART BOULEVARDMONTICELLOSENIOR LIVINGMONTICELLO, MINNESOTA 55362A703 EXTERIOR DETAILS 08-1866.00 JULY 2, 2019CONSTRUCTION SETSCALE:1 1/2" = 1'-0"A703 1 PC PLANK AT GRADE W/ BRICK LEDGE SCALE:1 1/2" = 1'- 0"A703 2 FOUNDATION WALL AT STONE SCALE:1 1/2" = 1'- 0"A703 3 PLANK NON-BRG. @ FNDT. WALL SCALE:1 1/ 2" = 1'-0"A703 4 PLANK BRG. @ FNDT. WALL SCALE:1 1/2" = 1'-0"A7035 PATIO AREA @ FOUNDATION SCALE: 1 1/2" = 1'-0"A703 6 DOOR THRESHOLD SCALE:1 1/2" = 1'-0"A7037 DOOR THRESHOLD AT SLAB SCALE: 1 1/2" = 1'-0"A7038 SLAB ON GRADE W/ BRICK LEDGE SCALE:1 1/2" = 1'-0" A703 9 JAMB DETAILS MARK DATE DESCRIPTION 1 7/30/19RFI # 1 3 10/8/19 STEEL ANGLE, SEE STRUCT. 60° 6" EQ. EQ. 1" TYP. 6" 1"TYP.10 1/2" MIN.14" MAX.3'-2"8 x 8.5 STEEL CHANNEL STRINGER 1 1/ 2" I. D. GALV. ST. STEEL PIPE HANDRAIL BOTH SIDES OF LADDER 1 1/4" x 1 1/4" x 1/8" STL.CLIP ANGLES WELDED TO STRINGER & TREAD, 18"MIN. WIDTH STEEL PICKETS @ GUARDRAIL ON BOTH SIDES OF SHIPS LADDER CLIP ANGLE LOCKABLE GATE INTUMESCENT PAINT FILM THICKNESS 4x4x3/16 COLUMN - 0.165" MIN. -(1) HR. RATED UL DESIGN NO. Y612 5x5x1/4 COLUMN - 0.104" MIN. -(1) HR. RATED UL DESIGN NO. Y612 WOOD COLUMN -30 MIL MIN. DRY FILM THICKNESS STEEL OR WOOD COLUMN ( SEE STRUCT.)SPRAY APPLIED INTUMESCENT PAINT EPOXY BASED OR ALKYD PRIMER -2 MIL DRY FILM THICKNESS LINTEL AT MASONRY CONDITIONS USE 3/8" x 8" x 2'-0" PLATE VERIFY WITH MFR.ROUGH OPENINGFIRE RETARDANT WD BLOCKING AS REQUIRED IN STUD WALLS SEE FLOOR PLAN FOR WALL TYPES MOUNTING HEIGHT SEE G002 STEEL OR WOOD COLUMN SEE STRUCTURAL)1/2" RADIUS @ CORNERS, TYP 1x4 WOOD TRIM WOOD VENEER PLYWOOD, TYP.SHIMS AS REQ'D 2) LAYERS 5/8" GYP. BD. @ 1-HR. COLUMN RATING UL DESIGN NO. X526 5 1/2" 5 1/ 2" 5 1/2" 5 1/2"1'- 0 1/2"8'- 0" VERIFY11"1'-0 1/2"1'-2" 4"2'-2" 4"5'-2" VERIFYWOOD CROWN MOLDING 1x4 WOOD TRIM, TYP.1x4 WOOD TRIM, TYP.1x4 WOOD TRIM, TYP. 2x2 WOOD BLOCKING 5/ 8" GYP. BD.2x6 WOOD STUD 6 3/4" VERIFY WITH FEC SUPPLIER 11 1/ 2" W x 25" H R.O.2 1/2" RETURN TRIM SEMI-RECESSED FEC NOTES:1. SEE TYP. MOUNTING HEIGHTS FOR FEC INSTALLATION HEIGHTS 2. SEE WALL TYPES FOR ADDITIONAL INFORMATION 2 1/2"34" A. F.F.4" 1 1/ 2" MIN.1/8" CLR.WRAP ENDS OF RAILING TO WALL 1 1/2" DIA. WD. HANDRAIL, FERCHE' NO. F958 "MAPLE" MAPLE ' BUTTON', TYP.2"X2"X2" BACKER @ 6'- 0" O.C. TYP.1X6 ' MAPLE' TRIM BD. W/ BEVELED TOP EDGE, TYP.2X6 WOOD BLOCKING LAG SCREW ANGLE, STITCH WELD TO STRINGER MTL. RISER, WELD OR CLIP ANGLE TO STRINGER CONC. FILLED MTL. PAN STAIR RESILIENT STAIR NOSING, PROVIDE @ STAIRS W/ CERAMIC TILE FINISH (SEE FINISH PLANS)11" TYP.4" 4"4"CHANNEL STRINGER ( TOE OUT) FILL EDGE CORE SOLID W/ CONC. H.C. PLANK ( SEE STRUCT. FOR SIZE & SPAN DIRECTION STL. PL EMBEDDED IN HOLLOW CORE PC PLANK @ STRINGER LOCATIONS WELD STRINGERS TO PL) STEEL STRINGER SUPPORT ANGLE,WELD TO EMBEDDED PL STRINGER, TYP.FILL EDGE CORE SOLID WITH CONCRETE 11" TYPICAL HEIGHTRISER1" WOOD STAIR TREADS, RISERS AND SKIRT BD.5/8" GYP. BD. GYP. BD. ON MTL. FRAMING IF SOFFIT MUST BE FINISHED ANGLE, STITCH WELD TO STRINGER MTL. RISER & NOSING, WELD OR CLIP ANGLE TO STRINGER CLIP ANGLE, WELD TO STRINGER & BOLT TO FLOOR W/ EXPANSION BOLT CONC. FILLED MTL. PAN STAIR CHANNEL STRINGER RESILIENT STAIR NOSING, PROVIDE @ STAIRS W/ CERAMIC TILE FINISH SEE FINISH PLANS) FINISH FLOOR 11" TYPICAL HEIGHTRISERANGLE BRACKET WITH (4) 1/ 2" LAG BOLTS EQ DISTANCE APART STAIR STRINGER, TYP. WOOD STAIR TREADS, RISERS AND SKIRT BD.5/8" GYP. BD.1"3/4" PLYWOOD SHEATHING FRAMING PER STRUCTURAL STRINGER PER STRUCTURAL 5/8" GYP. BOARD 1"11"WOOD TREADS & RISERS HEIGHTRISER3/ 4" CONC. TOPPING OF FIXED PANEL27" MIN TO BOTTOMBACKSPLASH W/ SEALANT AT WALL SEE ELEVATION) CONT. 2x WOOD BLOCKING 1 1/2" COUNTER W/ SEALANT AT WALL SEE ELEVATION) FIXED PANEL SINK (SEE MECH.)HINGED DOOR W/ LOCK LATCH ON EACH SIDE HINGES 3" 8"34" MAX (COUNTERTOP) DASHED LINE INDICATES P.LAM. PANEL ON EACH SIDE OF UNIT 9" MIN.2x4 WOOD STUDS, TYP.1/2" OAK VENEER PLYWOOD 1x4 OAK TRIM5 1/2"5 1/2"5 1/ 2"5 1/ 2" 9"8"8" WOOD FLOOR TRUSS 1/2" RESILIENT CHANNEL 5/8" GYPSUM BOARD METAL STUD FRAMING WOOD TRIM W/ CROWN MOLDING, WD-1 WOOD TRIM, WD- 1 GYP BD PAINTED PT-13 WOOD VENEER, WD- 1 WOOD VENEER, WD- 1 8" 6'-10 1/4" SEE REFLECTED CEILING PLANS1X4 WOOD TRIM 1x2 WOOD TRIM, TYP. 1x6 WOOD TRIM, TYP.1x4 WOODTRIM, TYP.5'-8" VARIES2" TYP. 8"8'-2 1/ 4"1x6 WOOD TRIM, TYP.1x2 WOOD TRIM, TYP.GYP. BD.WOOD HANDRAIL AND TRIM, SEE DETAIL /5 A800 STAINED WOOD PANEL STAINED WOOD PANEL 1x4 WOOD TRIM, TYP. GYP. BD. SOFFIT ACT CEILING 1 1/4" SQUARE WOOD BALUSTER WOOD GUARDRAIL WALL CONSTRUCTION PER WALL TYPE, TYP. 1x WOOD TRIM 1xWOOD TRIM SKIRTBOARD3'- 0"1 1/2"WOOD HANDRAIL 1 1/ 4" SQUARE WOOD BALUSTER WOOD GUARDRAIL 1x WOOD TRIM 1x WOOD TRIM3'-6"4" x 4" WOOD POST STAIR GUARDRAIL W/ HANDRAIL STAIR GUARDRAIL 8 1/ 2"8 1/2"1'-5" JOIST HANGER, SEE STRUCTURAL WOOD BLOCKING WOOD JOIST, SEE STRUCTURAL PLYWOOD RIGID INSULATION ROOF MEMBRANE RESILIENTCHANNEL GYPSUM BOARD 2x WOOD FRAMING RESILIENT CHANNELSEE RCPGYPSUM BOARD CEILING FRAMINGAS REQUIRED AT SIM.PROJECT No: THE DESIGNS AND PLANS INDICATED ONTHE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED INANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRESASSOCIATES. I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NUMBER:Eau Claire Office3433 Oakwood Hills ParkwayEau Claire, Wisconsin 54701(715) 834-3161RiverFalls Office215 N. Second Street Suite 204River Falls, Wisconsin 54022(715) 426-4908MINNESOTA.22976 6/9/2020 2:51: 33 PMBIM 360:// Monticello Senior Housing/08186600 Monticello_ARCH_ V2.rvt9872 HART BOULEVARDMONTICELLO SENIOR LIVINGMONTICELLO, MINNESOTA 55362A800 INTERIOR DETAILS 08-1866. 00 JULY 2, 2019 CONSTRUCTION SETSCALE: 3" = 1'-0"A800 1 FIRE RATED COLUMN DETAIL SCALE:1 1/2" = 1'-0"A800 11 RECESSED FIRE EXTINGUISHER CABINET SCALE:1 1/2" = 1'-0"A800 3 (1) HR. COLUMN WRAP DETAIL SCALE:3/4" = 1'-0"A800 12 COLUMN ELEVATION SCALE:1 1/2" = 1'- 0"A800 2 SEMI-RECESSED F.E. CABINET SCALE:3" = 1'-0" A800 5 CORRIDOR HANDRAIL SCALE: 1 1/2" = 1'-0"A800 6 STAIR HEAD AT PRECAST SCALE:1 1/2" = 1'-0"A800 8 STAIR TOE AT PRECAST SCALE:11/ 2" = 1'-0"A800 10 7A/ 2019 4: 31: 15 PM tNlvl JtlValtv" Tu` fnv ocniv, , ••• y V2. Ivt o m x O N m o T y m < A 2 RR211 Opr2 rn K§ 5mi z DG7m0t rO m mz Cn < Z XO gm mx A mA mCn: q D Z; o 6; n N 00 g m N (_ m N OA 22 2 >< A N . ZI? gym= O) D1. I N n Fcn0n30 m0A T4 m N ( n V1 N C O A 0 p Cn m rr, coC A D - D C Son m o z prn Z m m Nm Gz) m z m m zz0rn O 2Sn D rn C Z m r m C m= z m rnC) 0Z AZCIO zm mmm mm moocrmm_ S01 m m mm T O r m m m mmm Cn mO O T7 ; ll 7J CD D mm K v m rn m n Dp DmrOGi AzmU) ZmcommG) z m= m- xiOz m Orn xpcn A o5CCOQzO cmo c) mU) Am m r T mrr m- 1MQOMo0M ixZ C00 U) Cn n m O Z O m Im x M M z 0 0 A co0) W v Can A W N N 0 0 0 0 C) V O lui pQp J QOO ifVS rT1C) OOf0 o 0 0 o r S S D.{ S mV y vp m n T O l T T 0 5< r S O I m O 70 n Nm O mTl 0 mT70 Co0 m1 x m m G7 mz< mO mr r m r mmmN r O m m 0 0 Tmv20_, 7J 7C) n Z co Z 0 W 0 O p WCnC7 DzppvvZ' a00- 02 r r r p fn O DDD-- 1< A m m m n CIO Oi C rn rn m T n O O T 0 TO 8 0 v O m p D v ODn oD mm O m- i D DD m D y u1m G) yZ Zz z<= D z ZzZ O m mm-{ G 1 C D O 1 m 0 z A r r 0 T O m z zm m m c' m z r q z Fto P cnP cn cn A a) CIDo m i in W m n Z m O 7 T m C D p D D xm Z Z p z m m z p Q z- q< CO Oo rn pp_ f r O p vT r m G) W m z. r. K 0 Z z m m z z m R m Z o Z098 Z OO T z. C C) 0 m O8O T x 2 0 z a S z m z z m g z D X Z 0 0 2 2 z c A rom m z z S Z z N m W mN aicm) cmi5iiM m n 0vrm zoo; 7m0 m OO O Op0 p0 p m m 0, m O A g zMT am DZ T T D D D NT Z T ZU) 2 Cn 2O C' 0- 0 v== o=? Cr°, z mmnvmn D D ZD co ao D p O aD V D7 CT A fd N O m o . rZii Cl) m L7 Z - I b p2 ix mm C, zmDm. T 7 xm200 r Zn 0> Z fn () W Dm mmmm v FzDmominm= 5c, m o r 0 r ASvymzm< 0CW-- 0mSaxO m D D O m p O 190 A D D. Z15 O _ D z _ m z m ffnn Z D C) Om0 m ( mn 55 mn0- 0Uzi n- 4- Oj0 0 OO Oc < c D 1xm< m me< CZ = r02 W 0 0O r.') O c OA K O v, m m( r T Zm100 oOmW z - W= x mm0rzrl O- im0z0 O om r nO= W A z Mo D - OW51 0 dmw n zOOm- amo m< ( nTQ) TXOFm 77 p r: o Dr ZpZO zmynOwnr n ( j n' D <- i NOOS Fnz mm, OTz O C. ZC10 r D0- min wcW' i Fz rn m Mo. - F G) FOmCp) D; tn rn 079 MA M 0C' 0 () zC D01 Z 0 x< D mvDCOr O C); 33 O m rmr v c) f0Z zz0c pOn Ozzoz 77o m? G) mw p vOimmmOi m mT 0 r C + n 0- i Dot ( nA 77 W D m C. 1 50m0m c o mm Cooa: Z. = 0CDym n- Im y OFnmp T> MM OM me mD 8Dm Mm 0 C- I T' 1 ` 2 ODZZ7m- w r. T. O p 0 0Z m A `' n Coo S 0 0= O pp U) 0 0 O= 0 m 38 n z mFn > X U 5 am7 C) O_< mmc) z zDC mm - D VZOx- Z ZmoDo oc) o mzDFz 6m < 0- m DF ca1m= zCn Zxcc Fo mm z—Z rzcn c i a mv' vrmorr Om` s' m c) m W wmmmXw0 z m m O- U DZc 0pFm maO00 G) mmTcn= O v0 O M 0a D< 0m 0A zX mn Zzz ZDg; u0Pn 8— ? m zcl) i ) F- me c> i CyCozo oom c A m m = moz' m- 0m 0 b m m 0 j p O mm m O D D m 0< Z O o m 0 0 0 mOC 07 m zm m Z 0( q q- z Z TM ' mD Xm CO ADC D n > pCo On- 1zZ h— m 00< m05 Omv z< cOmD Cvm rz m5 < z- Om F ozc) op oco nro ° D° zmi7 ? 7: F. zc= c C C D > W* mMZ G) x DZ C7 C) Mm r zm = z zcn oO ' n - 1 2D rOp- D-{ z G) G) ' m G)_ 1zz0 c Or M= m Dcs-' 1' z m00 n mO UUi oD 0mn z vp OZ.. 0 70 0 005 0nz N' 0zm0 mmm r mm- 1z ( mn D' D 3< 0 m- OD nmpC) K Z T- p rrrr11 Z-+ 000 - q r rn z N_ 1 m Z frfrr- 71D D' Oggomm m Omtnco O z OCxi Dm05 0 >> D55r SN0 O n n m ODOO v W m- U vc_ ._. m mr ZOOo- D1 v< z OKOz z r - O rm0ox Z 0W OnTSO gin m 0. ru xrt< im pTz 0 ; o z U m m K ' yam< mD T O F30 0 0o GO) SN^ D O zmc p A6;( 0Mm raUnf cm r Z m Om pom m < CIO . d zG) X C) m0 p0O _ n z cG) m=.:. . az mm CIO xr G)3-i < CT `• c m z vK m p Oz c= yo 0D v c m ; 13Z> ? 0 G) W0 mm cr— i o< 0 CIOn r ZOfmi7' x O CCi x Z r A M O C < D 2 00 K O Z 00z< m M0 U) m F Dzz- 7 CIOz v zm O 0 W co L7 -- i U, Z 0 K m p OO D ED O m D OC D W m< mm 07 m mmz m U) Cn Oap 0 z m' < mCo > O DZDr lO>' n0 mSs p= rn G') mo"' m c m0 O U oOZp 0O D D mmm Zm00p pOmOy- I p OOi - CZ) O m O F D zz CDj n A Z 0= m m n 1- m Z1 COD O O DnrDr, 0 m0 O m O O co C D n W O W m W n O A O c z m x m C z - WG U) C m A m ZU) - 4 Z D mpn 0 0 rD - 0ZT m zT b m c- D r2rIZ A m. m_ z 0 Om o K0 C- n1 z O Z W m< D O D m - d CDn zi 5 zz Z r j m0 p ZD z 0 m-- C11 O T m O o DZC) 330 p OMO z O n T 13 O OO 71 P0OA g a 0 mv m mco r x m z nxmAm0 G) nm8z70m ems. OODC D m zZT m O C CIO W O 00 z a Q. ) z m o _ 0 M cn -- t o M M m O m z p m O Z T O 2 CIDCn r rn _ m 0 m o O m z c G) n r O D m CJ Z O z m O z CONSTRUCTION SET O m o N m m m rn S 5 ASSOCIATES THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIVING 9872 HART BOULEVARD MONTICELLO, MINNESOTA 55362 a m m LV 1111 U. Fvl JVV. l" Vl Ullu{ llv owl livi v1. rv[ CONSTRUCTION SET G@ 00 00G) 2. IQTA0rpn n0000rZTmOO70zUO co 0000000M) c AnmI- mcnngm A z m OKm z m co 0Imy O NO 00 Zo m ccm O O z Om Cn D O vm o A m AMAX z 40" NAX 4 3 o 0 U mmzA I Cl) O 44" _ 48" oco ASS r 1 112" MIN. G Ca ? n :* z GRAB D m m HEIGHT A m m o mA zr 44" - 48" ap 56" TYP. r D m o 0 O A m z 44" - 48" m A D T m - m ® m 5 i zD 0 48" MAX TO Z p TOP OF BRACKET m 27" MIN. c r c m m I I I A 34" MAX. v qg, MAX T m A m me Ocai DOrn m m 48" MAX TM T vm OOp m n m= FORAR 48MAX a z D REACH MAX A CO SIDE REACH m o p A 60" TYP. ov nc m Cn m r Cn 70. 0 r 48" MAX m 48" MAX r O m O A 00 vW32" - 48" r n T Z fn p DO 00 L 72" TYP. c - I OO( n CnA T 22000m O( na mAzvxAvx O< o04eW4 D= 1 c m 0 x xOON m < mo O7 mrmmrr l rrrrr S0i551SS Sl1ii1 O yy m pDpn 0 W m m W A' v O K m< 0 m T T T O m0 x Cncz _ mT.- O xCn< m m v m AW zmm a zo a7, m O- z prA m 0 O z z A A m z m 0 C SS fM p rtl A v m Z; 0 r 00 A r O p O m co c z p_ m M m M . D m, A O r mT T T T T T T Q 8 m m mmzO 0n Cnm O z 00000xxmm Cx- n T TTT 0 p co 0D S c Z 0-- 1 m z _ co 00 O A C000 OCzwo O - x Am A2 O o j m xn y m mIm PDz m pOOpIp 0, 0O 0000000000000010 0rrA? T Wmm, m 1 DADmmmmmmmm D mZ TDDOD DDm W# yC A< C1 zzzC A O L) f) OfW 3 A- H W Wz0Np C m xm x m p z Z m m m z m m D D 000 p 000000 O n 0 0 0 0 0 0 0 0 0 0 ( 0 0 0 f) 0 0 0 0 0 0 m W m m m m m m m D D D D D D D D D 0 m D ( n D O C 0 0 fD C T m p A O ( n D D O z O R Tn D M W m Z A 0 0 0 0 0 0 o r 0„ O m N A D D C C c A n 0 r' C O D mz=> 0> OZAD 0" Ay=-- 1 c5 $$`- Dz mC kD p z Azz zz Zr zmz i= nOCnO W m O p Dm O Z ( nA Cn m O- i A z- Z I m rm co r C m mC- 77I-- I07O. 7 z A c]. Z 7Z C j-- I-- 1n C) z z 70 A < TO1001C Amz, ZOj OAT A Oyp mA CmC DDm— D AC z m z mz00m zAmmp1 mm ZZvO z D C < zD Z z, Zp7 OC p z A AO m 0 y c0 D m Im mL m z m0 ') 0 m C= A pOA OCnm z z m m z O 0 m to 0 mz0 cz m O A ? z n-' TGmA< Tm mTO- 0 ' p 1' 0 0000010 fn D T iAp m Cj TTTTOr< A6- OOmmDrOmA vTmvvT - ov v- D A- ov OApAD 00000 z K x mA y o o O D A o m m m zp D po 00 O Z (- n m z m- I z00 Cn CnCm mmmn OCnzA pVG) commO Ay zpzmmOpm rSS 55 O f71f 1AAAD A C m mr A O m T A o nCn D D O r z z mCIOD m A m m Omm o Z m vZ mmo I m 0'.. 71 O Om A A z0n x 0 m 1O D Z7 0 A O z m z Cn A D r rm 0AAzCr- WOto 000mAZO p K m< 0 2D Oxm c D7 c 0- dOZ ffi 7co A 00zm - ImD mmCmzm m r o O z Cn m m ( Dm n 00 m O O A A m O 0 z O Am m m zzzzzzz_ zIZ o aIrrFFr' mF> Ir?.I C x=== x2xx= xxxxA0- mimo= o - o /- 8< t0 0c o zzzzzzzz gL)zZZmmO< K T,` Oc zzzzz 2xxx2= xxxxmxx OOCOOD00 A D mmm D = m00m z - O j Zz mCn00- i '< DmmOOOOD ym rOO 1 _ - 1 - IA -- I ( nz r r= y Z A C 2 22 p; c7 z C AAF A mQ Fm sM C _ A 0Cnn- zz gC) Cn rr0 OOD . 0 0 m- zmzZAm^' O> x 2d 0 m0z0 m OAczmC 20 m cD z Gmic gz' Am- O z A- 1 A 0 zK; o 00 ommo A- Da A D z C 0 p < O C O D O 0- 1 A n z E: f A< z i- n0 O' A{ m 2p p 1 m0 Z m0 0 z $ mm x0 D 0m C D AA X - -- I A D z T r 1 - m0 mr zm m Op mz r p m O z O < 0 rD z A D A O z O O Z z 0 g; 5 .**;:E;*p dc3-*: 1* Oz<mmGG< I< ccla-- I- I- t- i m- i Ii m( n( n( n( n( n( ncnv,( n co( n( n( n( n( n co ( Tn W( n( n( n co u 27 773 07 C ,. Zl1r? G) W O . Sc r. mcn Z7 ( 7nD ( nZ 1r- CD O!-= x r- 0 W 0- 4c « ACC - a -- 1- I - D Z- 22 m CEO' Ica _. Z7 1 ,. A 2 Timm m mm A D D 1m i O - I - 11 ( n Z ( n AOr. ; Dmo. - 1;] 0. - ( n00. p m O O r 0m c 1 O m 0< O Z. 0p' C21 v 0 ' rL, OT p ZmAOmmo O- 10 Cn ZD- A mA- 1 CC 0710 1- 100== MOOOO I 00mOCn fnOWN1Co ( n ( nm N[ n [ n cn ( n CnOOO[ n AAAAAAAAAAAAAAA A o zmA Appo p- i0 c -. Z mmm oD Omm m0 mOmOzm Sy cc7- r r DmD_ Zm xxOm c> m 0 OcmDm A _ WO rrii mri m 55 Cn O z 00 O- OOOOOmmmmm p O A x x 0 ` 0 W c t` m c 0 m 0 O 0 0< O O m O O m r71 0 - 1 - i T c m z 0 0-- m O c O x D r c c 2 C O m 0< O Z 0 m O m v - I m r D I D r z r O v Dr Cn m T m T T o z= m r m c z m m S m r O r o z m T D i 5$ Dy A m- 0 y 0 m T rn c T Cn m7 m m m c J) 0 W 1- Tm O- o cn0 OW A r m00D7 mmp K z< 0 DOrn AA AmZ0CQO x0x xzm: OQ( npmzW m 0 ( n mm O"' m2 >* zm D z (( nnm cDA mz Cm ( Oi) I O- G T pr oQ mm0 00om MZ3A20 z CD [ n O m D A Z n 7 COW m A O D ( mmN D O ApCAODmD n m r m m o m m O p A 0 z ZDZ Zam D Z 5 0 m z 9 A A rr7 m0z o < z Cn mG) z Zm m o C mO i2 Cl) O 0 O m m O c- z p m ? m r Z z m - i 0 ( n z 03 m o m ( m O A D A r C Z 0 m m w Df O D r< z D 0 z mD m m z m r O XMCW601S m mxD- 1 Do= 2 r0W y1 m 0 O z z p x m. 00' D z _ I 0 = i z ZO00oK zpmI- 0 1.- 0A 09) Tmo- W-- 1 O OZmAZOD C% yT= Wr pS Z n (. i 0. cmy D Cn O m D mz- z r - Oiz AOmo K C) M-< O o 0m- 5p5p n O Rdco 01 mmm moz n v o= C) C) m cofl W( mn A 7ND W 7F m W o zoo c° zz O— O x o 2F Im r Cmo Z r= I m Xmm m m mD A mw m= mm S? oA A z m z 4A O O A mn mom m - Iz o7 C m D Z D z en; E m BOG) A Z T U) SO 0 D r r O cu> o O O U O r m z 0 p z AUo D D D CD< m i D m D On D m of IT! z 0 m z m 4 D C D m o D m 0 OA 2m z Sc a O n O r D O m D z O O Z m m OD z D 1' iy o I mT m z z D O O zO 0 Z M c O m A m 48" MAX. > z D m 15" MIN. m ^^ ^ O l J m `^^ J c o m 3- 0" 7 D" n J WD!!m^^ cv- r miun O VJ Dm OD i < m Z ^ — Q C m C ) / V/> VJ A 1 mo i m MAX. CD o o _ m y O Cn z m m x z W m o f b i00 m C n > O " MIN m o I m r Z" a O T D z pog 27" MIN. L— — z o y v c 0 29" MIN. 1— _ y 44° MIN. z i m a m 34" MAX C m z 34" MAX. m c ( mn 40" MAX. _ x D A q O m p 0Cn bq A Z z O 36 MAX Z > O Go m A m pmD r mm D O A z 0 zz O; o r x !` m^^ D Z 2Cmn D ^^ o Oc C VJ ZO D D 1JJ coZ 6 38" - 43" o ~ O 48" MAX. m MIN. - MAX. 0 g r m O r o 1 0 m D A MIN 48" MIN. ? v F o m 27" MIN. = a x O r° r m ITT 0n_-- c m x c^ T z ti o 29" MIN. n I— — — Z Am = mm z m „ r 0> c m 40" MAX. v I l I T z O 0 00 I O A O A AO m m y 30" MIN. x m A I m m m r A p y 30" MIN00 . 48" MAX. o? ->, O z l s o m 0 m z A r. _ C 34" MAX. can m < m O n a D O x v p 0 o O z O z A v z o 0x z Q) I z m A zzzmfff _ y n I O m Z Z 9" MIN. i A a m D CA m 0 27" MIN. x 46" MAX. 36" MAX. 1 34" MAX. mm MIN - MAXy . MAX.. 33" - 36" MIN. - MAX. 9 A fin 39" - 41" 18" T m v x p v x n MIN. - MAX. MIN m = 0 n Cn < A cm0zz zc> 1 ( r l TI _ WE D Z D 0 D D rk33„ 36' z C 0 MIN. MAX. OK O m A o m D DO( n Cl) m m Ln m l O m m N W Z Z . y O S T 5 mzm m - _ C3 zr m m S Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin M701 ASSOCIATES (715) 8343161 River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING x D m 9872 HART BOULEVARD m MONTICELLO, MINNESOTA 55362 A z Am z z co mco m> m5mz m O p p MA ij W U - m T Dm AD A CCn Kcci> pz < N D ( nm pC< C) ITT me{< m- Oo ( n . TO1A~ Am z ACn ONSTRUCTION SET v 0 O m m z c N r O rJ y 5 o m m co W v rn m z S Claire Office AvmsEau 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING 0 m m 9872 HART BOULEVARDco 1 MONTICELLO, MINNESOTA 55362 Z m * zm Z ` A 2 - U m a, ZOO= nm m D OOT rn 4mz<- mo 00 0n ur = Tim O 4 co A Z 7/ 26/ 2019 3: 37: 30 PM BIM 360:// Monticello Senior Monticello ARCH V2. rvt a r C h' f f C EXIT ACCESS TRAVEL DISTANCE= 115- 0' CCar 3Y. Ji SSft C4'% dSSSS'{; eYi a D T G) M law N- y t A WN.+( n s--- 8p PD V OUAW N A W N-+ m 0 y - 2 Cn m N o' O _ S D'? 1D- mD C) W OO OT, ( nOOCn ' V OO- xW Ky- i > y m-= 10x rmrlIr DgDm- cm - I Z Dy m x 02 0 p ODcz Z fj) ZCTI CyjZmzD ZD Omz --` 0 m Z: 0 M cx0 mM z2mox MrMM000O a MC) G) c O< O TI G 0 r p x z 0 0 m z D z 0 0 y z y m r 6 NCO A OC O O z Z to MT() DG z CO)? A m Oz AO o 0 G) 5nH m O M m 0OM z CC-) m Ox r C0) - 0 x n v 0 0 m C D C O 5, z, 5 0 ovrn orn Ov N 7 i" dwwoniw$ o r0 jVrn D V O( O yyO NN V OY W QUO O O O OInO O ( n CI) Cn fn NOviOO( nNO Cn Cn coO D Aoo mm T 7nm TI m 7n m 77n o ( n Cn( n co 7iT? l l T m m- 1? 1 .. I T T o m o w w U x m W m M o0 xn cxn x xn( xnM OO 00 z 00 z z Z( n CI) Z n Cn W II II II N n W O V OOU S( TOOOtT 0 ( T ( T Cn [ T ( T OOOO fn ( n ( n ( n Cn CY) Cn Cn V) ( n Cn ( n ( n N ( n a) Cn fn CI)( n m M m m 71 m. 1 m. n 7 m m T m m 7 n m T m1 n m W V . P DNA po N O W W A N C. T O W U A O V J U Ja O g W mxmx oxmmm m' O x' V m' V xm m- O M mmmmm xmmmmmmmmmmmm mmmm M xxxx mxxxxxxxxxxxx xxxx x( nCn( nW xOOO( n00O0Cn0OO tn( nwW p 00000 OOOO000 0Oz 000 p0000 z Z Z Z O z Z Z Z Z Z Z Z Z Z Z Z Z z Z z ZOU)( n Cn 0( n Cn ( n( n rn Cn W( n 4!( n ( 0 En Cn COMMON PATH OF EGRESS = 60' 1 iLS. f <:. 5:::' L. f 0YGH 2iW< R BiHRk$ tiC4 R: Y.+ h') Y:: m Y z3... E m .... 0 ym MC I0O r J C o m r Q l m t m EXIT ACCESS TRAVEL DISTANCE 1101- 01 1 EXIT ACCESS TRAVEL DISTANCE= 110'- 0' m mx0 G) xmz n mD Z90 g D z o x O cM y M z 0 O n + M W m V f A W N m C( m ZTCn mr Wr0W Cl) 7 o zrxn 0Wm0z OWmz0G) 40 min- -- I- O- G)- T1m 0- m Z 7p. 7 WY c M z r2 D m DC 3d0 M -- I C G)> r om m 77 M cCO M o c2 m yZ r1l x mco y0 my D O v m rFT l z W D R l Z? W M a 0O( niy C, Dx0 A m7Q. MDx c) y D- jb CM OoZ zm Dm zZM 0 G)( nmxmMCO O T D xc0 ; 0 m W y D7 ZQO-{ ID II II II II II I' n> 0mM77 W Q D C y mm_ cmn00 m Z o m W r< mM0 O m M0 lU100 W zW z C n u n u n Cn m C) C: CDn A 20( n r0K G Z m x V ,= x rn m Cl) D D G D 0 O M0 O] ?>v0) m p (• W F aCyKnyM" F' I Z O> 1 O > N 2- y D Zm nOrm yzS F< OzzOOD z D pC( co Cf) C( x x - iWy pD { Z DMWZZ T MmA M o > ogaOmDOASO C-) Onmr zzFm0 MZ< z o00C r06 c OoCmn 0' -< Cn0 r L. Q-V K _ rimrxrrClI OU) rarOr K O x- D Z 0 Z O< OE .' rn DOC 0y 5 Dxz MMO mx xz C Kmm -= o < D OD Z< ( Mn mF yz y z 00co pZ2 0 - V xw umim 2 D z O D n o n MZ , D- Ulm- 00 C0m = Ocmi com Cn m rFC1K a) xD my mz W Cn O c , 0 CID DS OM pp ox x 6 m c0 M O = D< y GZ) 0 x m rxn x 5 r 0 ai o D M m0 D z M A m o Zj Zj Wiz- C me vM 00 D Qr7 x MU D z 0 rM0 m Oz z mC) mm Ox x xx O W n m m o WW2 m m( D) m Tx 0D0 — oM O iqF - U ozm Tm O mm = 0 -< mo 0 M_ Op _ r O) oM M .' T N F A M rn m M on _ m o 0m m> Z 0 0 O y 2 < r 26 m CO r C In o x O Z N z G) aCID M Q x q M O D 0 D D M m M CID ED o II z O y D O D C/) O m fffAAGG) fffiiiDO M M k M J N N (pWYJ V OnW 00P m 7 7 c) C DO v D D vuz) m D A a on W w ( n N Q. CO O op op op 110 m x y rll T x y rfl m x T G) r0 O BNYO NO O y O y O O y 0 x z CQ m O Cn n W W0 Z Z x co DmCn qqo CD Cn co E; T m m O E3 x V W Z m to z cVi+ C i. 0 Nil 0) CI) m T T o GDi c m z co O O O O O O 77 x Z tin n oN Fnm Tl Tl A w0 W x D O U U DF W m rn 7n co m E r x o c0i z c ImC- a] DC 0 W D Z N 1 0 C N 0 Z w N 0 c Z w N p 2 N N I- z . Z-) m O NCn A Z ' rS C T co X Z mG) a0 2 oD0 Om- 0 OZDC) D DCn 000) Z W mZ M - I z 000oroC) - 00 xxx9 m c CE O p mzxxu- C-) °0' OOOm ? W r 2 r- 2Z ti6 - p^' vm- CO-< m ccc( n - 1 Oy y Z + n m x O x ^ Q m z-- D x D m y o a mm x Z O D Gi D Z(< r) m 0 O" xmD my OzT N W 00 O x - ir=+ Cn zcmtD- xmx02 ( nv vc) 0- c- D D Cno 00 OW D v m C) omz G) p N Cl) In nri O c={ o r: 00y co Zr00 p0 co MW W z m z C P 0 r f l l Z 0 z y O z GFG Z O o 0 { II O < a W c m M= 0m z 00 m z W M Fo M > ' zcm6 ( n( mjMm N Cmi Qo D m D O D Z x In r D ( n M o czOmO pXC' Z- 1 n W Im- rn o 2 m D; U z m r 2 n0-) Z C Z Pog Om0"' p O mC: Z 0 z w y Z 0 0 W W W 0 No ( nMz '- I O DD0>— ry cz N 11 W c0M0 d O0-- j R) 03 o jy mm_° b on SDxO' Sm x 1 m zx Ommmmom- 0--1 2 Cnp y xC) < n m y m D. o -- I r121 Oo Dm z 0 cyxim ODCmnoyrD' x - 2- Z- I -r O= r D vm) ozn- 1i S W> 221-- 0 wo K o MI y- I D00 0 mOZ { OmCn n Z x p y p y M m n Z M r m m D O D O Z v r r- x G) m m o C-) co x M D _ i( cz m00zc = mmoo ( rC 0 Cno 0S KMD mm i, p y m O m ry rr 0y0 O Ox -oDODM ( nx x OD M0 mx ox 2 0X vnF' Ix KKn Xz DOx oc= - Oy D vO0 - 3m6 Cgm m OA1- am vF Vim_ - DiM - Z ( m) xOy 0OM x Mog 2V. IDcmi x= amm 5 m An mxz Wzo m OZ > K- U T C< W MU) K ' O 7= . CI G Z i O' S MCt 2] aIyTl C - tr m0 m ZI T x ( n ( Uj IxT Vim Om W y( n 22- 1010DONn ZmM xM 5 xM K D M- 0 m Om 3 OzxCr C0) uO), Pp ( 7 m0( pg Iz: 03ZOO ` s'- O o W ( nm = IOnxo / Mir z O On oar zC-) mm o'- mmA am = a _, yw 0 zx F { z OOm O Z O DSo x cs o, 77 G) m SA G m r D [ n CID c O- -_{ m MO x( n < Zm W 0 = r Dco 1m x m m0 m z DA- m00 G) M: 1 00§ x2 z- D c0 zOc m 0MC70Ei - Co i.> 0 tmn0 Dx F; 0 ( nymz vm Oo DOc0 x( n K( n - O_ 10 j2o = y G) = c rxn p om O wr o > in = iz x- noz rM- x5j cx( xn MW0> = 00 Oo _ M x ( 0 O ( T o m 7S( n n c xmm Om 0 O Cn < W oG) M M0Z O '.= n= mo Ay zs D M M m ZM D Cz) y-' IwvOM m mp? I°' Swam 0- Ivz Q.> oc) r Cnm F Mom xa ( n 0 * Mzc 0 MOTT' xrp C5 K M m A $ O$ 0 0 y{ - 1 N r v m g m D A Z ' V Z Z D x O (( nn D q C) O m X Z O m D V fTl{ z C0 OOz N Q. r> . Z) x O - 1 y 00 . 17 ( n v( n Oz0 O mZ00 '( i m nm z nz = m ( ny0 zco r:)D r-^ P' o x? MC zm m p1 - 71 m Ozm m - xj - I TIm pm ( Dr 7 oM( n Ap m CCO zmDzx oCnr fwnfz m4yi Cm %O 7 -{ i O D > ( xn 0y 006) - C- Iz Z mOm xx mOz z= D rn( 7(mr7 2D X W D ro yO z O M xC) Z x DW ( O mm 2 0 mZD 4 z xm0 ((// Y M OF 00 Dm = ycF 2x Z Dc m D C7 mo F o { 0 2 j z ( n x m COj m D W ( mn O z C Z g D G m) 7 Cn MX 00M yzx C) M: DK -' G) oD xD m ( n F 2 r( nc mrz D T m W Q0_ y < O C 0 Cn O ( T - 1 y 0 m O O D. m ( n ( n o G y- m z x m C) - c- O CJ <( n Cn y -- Im F- r am n' I Cnx O C Dm x x UM I CD ( n W2) IO MZ W mMc zr Cn cmn p ° 0T o0 p00 r m 7 ioi, ZCn o ( mn m( n Oz = Gx RO1 01 oDm WM0 mOrn yZ COm P' m w xm 00 m n fn OD C OW S y D mx I zZI Dom x ( n G) z-U ? m w yy m v rn cr F O< D ( gym F om y= > G)' D' xcx Cnx oD wo Am - 1 x m xr O of co 070 O m 00 Z O m 0 y my V G) m m 0 O N_ ( n2 Z v i. Yz ( n0 m < m zm o< 0 Cnoz ( m,) z . CXi 0 v vrn m Cn 0 020 Wx 0 O{ C Mrrl mriIi 0-< mcbi. Z07 (/ Zi0 M z pz = F M z mD z102 m - d crn0 m T xCn Dz A.- m- IM ( n5 ZS M Or mz 0 G) z m M W ZI m mm . M 0 ( n0 si moc0 m o D 0r O 0( n( n D Cnrnp ~ mA0 < x c = z M r ` s' - Cn C) ( n Z r= y _ I C o ( m y x mCnC) ' o - i Cn Cn p 0a SMz $ TIC x0 rrG) MR Oz O KM vm 0 v m0 x U) oz MD0cf) zz ( n m0) 0( n o> x mC DC x ( n- dm C o x - 0iy y C) Cy D 20 C) - 2zr i.> fn "" I m ( n Z O En- X D m V ' x m 1W 7 2 D co D . m. A x O Z W 2 ' O O x Om yM < XInX mZ ( n Cn z m a n w nyn zO m Ozm my W D zD m0> 0WO cm m x Jx Cn m m Cn m 0y0 ai C{ n r= CM O 0 $ y D o o m _ O _ w m Nm. ZOI D O r r7 W K O z D = o i.+ Z v W 1-- nZ z ( 0m a O z 2 zoo O G) D O D D o C7 y oo ° ' C) c" Cn V 00 oz> vmvzi nP 0= c) O wy vm) a NM j c mx x N z z m0 x0 2 w V Z ` 1m D N Z o z y rn rD I p y DZ z r G) Oy m r m ' C y x z Cn n M z 0 r z Z O a n r H 0 z M r p Z mnv0)= xP o00? z yzy0y O mODm W m >rAn zp M0A' O p O z z x o== n CO 0 D mmmTx U) MMTma DO 110 Cn c p z 2 D 2. jDrm CEO, r x> Aca77 m m r CDO O- yiD IT1 Z OrI C W rn> D Cn rO T) y; m a, zm r 0 0 m Inn z co MI- p40M S.- z ( mn Gz) G MCrm-, p.{ o 0 D m Z W MDMz D D i m 2 T 7m W n Cn m m T S m D T T y77 G7 I r y m Orxi- 1zp mx x x A m m 2 D m rD' r G) y R21 G1 Z= m cmn Ill m p Z Z] y T_ m r O Z m X i 2 m 0 O.Z01 ( n m o = O x y Rx) com M o jj O u Z Z G m0X Dmm 00 x m( m m O7 Z M in X ; a ( 7) mx7 y O 0 oL1 cyn Om O m m Z C xD mr AO WWm 0 D x- 1 oD z o m 2 Z m M Tr O z 0 0 C0 z c z A y m T r z r C 2 n 0 a S D 7 M cz) W rr CONSTRUCTION SETr M o M m co D 0y L tio N rn o O C cn m o z y o o Y AIRES ASSOCIATES THE DESIGNS AND PLANSINDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIKING n rn 9872 HART BOULEVARD MONTICELLO, MINNESOTA 55362 m O z x MCI) MD m C Io M M m zn yCxj - Om X M:qK2= D w o 0 m D Dom{yrn y C FCr x0 x x 00 m m) ( n z . Ry 7/ 26/ 2019 3: 37: 43 PM BIM 360:// Monticello Senior IStitiUu MOnucell0 / Am r1 v/. rvt 0 0 CONSTRUCTION SET m 0 < s X z m 0 is : vi •. ,.. .:: `- "'. i O .. __ C m ,,.... .. .... .... .... .... 1 Z- Z : T T W x D S i Cn N '. m m Z D T > C N m 0 G) W Z X Z jm z0mCOA c xm mA m CnCnV DZ m m m 0 m CDnzUm) ZO 7p OOD= Z Tmpm 0 m C) Dmm Am> mro zm; 0 W m D L70 r 7- i 0 p y Ab.- tm/ 2 Z< Z Q' r 000m0 mmmX C' D m 0r 556- 0 OD MI m M; o ne5mp o A y CA C D O m 0 C r D m mZ 0 Kmm TC—. Z m Wr— DI u G) 0 mjm in D o 5 v' A uDi- 0 mm ' m3Cn T T M Z r 0 D K O C m Z Z W0M r m0"< -- 1 zr nG< MCZ z r n m m mD ramp Cnm` G) zm= G)> m m D m mS m_ m= m z DCnT m56 v D A T v i 00 n r Z co 3m m D m] m r z= 0 p m Gomm ZD? 7J xm m x m O m x f m 0 zT0Co 2m 00 C) 0M( n m m 0 m 55 m 0 rn z T Z Z m0C mA D rDm< Dm 0n0 m 0 D D C G) Tr x i o m m mK 0 0 x 0 z m OT U) m A m m z n D m m m O D O D X 0 0 d C z < mo 00zm m m m Cn m G zm0 m mQ. n 00 O n r m m U) Dqm 0 r0 0 z 00 A Cn m C D Dr 0m m z 0 rCn MONTICELLO SENIOR LIVING n 1 m 9872 HART BOULEVARD Cm m MONTICELLO, MINNESOTA 55362 I LLN— Z rT m m 0 ` T m o C T fAm W N N O Will T r 0 a 9) Cn m 0 Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSCIIL" IATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. mo mm s-, m> co- 0 n 03 z O 0= A m n T m>' ; mo m q Cn n < N D Cn m 0 C< z 0 m X m K a m{ mm O p n mm v x T m O V z 7/ 1/ 20194: 32: 22PM BIM 360:// Monticello Senior M-n U) n M Cn mC) E3 0 H CONSTRUCTION SET aZ cli z E x 0 m X z z: i m m a: 0 z0 E;chz m O 5 O I m 0 z 0 MD ( MD 00 g W CI) ; M0 m M-- I -- I Zmr9 MO 0z 0 5 M M 6 0m co z m X= Z' Z-<, 0 mo m 0 > > M mffi rp 0 m C) m MX -- i M F5 x > x - mM cno i Z 0 aC) c') m C' 0 co") C' n >' M: 0 z 0 m0 Mj ZZ - Fn E<- cz-) 9 n o Cn 2 70 > 0 > 1 Mo k; Im 0 CD M 0 m M O9 G U Z4 ED 0 MM F E-< Cn m zrm M > 0 M ( 0 z Ln ' M rM 10-- ; =' W -) m r- C3 MM > M I P > m 0 U) 0 1 0 Z K o m M > CD 0 m n - m- 0 M zm > > m u M0 M 70 0 U z0MLi 5 rp 0 M 5 g- G) M o z x x M J m m m 0m m M m mZ: M UM) - z: M, 0 M0 o Z co 0 z z0 m 0 mo= M 0 5) M CO m m m 0 m c) z G) G) x 10 > m > co CZ) m U) C-) M 0 m 0 0 z m 0 0 a: m C) M 0 rn 0 M m > Co = 0 Cl) x m 0m m m m m x M m -- i m FM X 0 0-- 1 X G) 70 zi z 00M Mm z m U) W 0 AOTQ. MO M 55 m 2! C') 0 C-) 0r- 0Cl) MCl) z: tmn ' Sq WM W 0 0 0 m U) m Cn x z m m MONTICELLO SENIOR LIVING U m 9872 HART BOULEVARD 0 m MONTICELLO, MINNESOTA 553620z amp M C' n m 1, > x W> Mx F- mz - am Mu 040 9 0 > > oo nm Cn 0M M U) 0 Cn M C 0 - 0 70 m K m i8o m 0 0 z n x M 0 0 m 0 13 z m Ch 2 0 m m0 z D 111111 Ilk0 0 Eau Claire Office 3433 Oakwood Hills Parkway AVMS Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Fal Is Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. 7r1i20194: 32: 3s Pm esim sau: nmonuceiw senioi Nlon ceiio AKuH VZ. rVL I C Z XOz im . --. .. ... - - :. s z .: U i T cm .. .. C m z m .. ....:: , .. iCl fs D t : 9 mJ m o2 p C C w / CJ1m,...., jj„.... ... z m - mi FMI Zw D z,: 1m cn r w CIO ti N s 8 3 N N I w if m m D z C a W T D r UNS I KUG I ION SE 1 C zw I tiff cn T O mMz mmm0 Q C Z . T Ozm r m n p ( n r= z c G) m c zM4mpXO zm zz 0 OA TAm mA co D Z m m 3> 1 m p pD 2( nSrzpZ0 - 1Z z u J': cmn(( n—_ Um D m` Smmomm m o J D G) D A= Z 0m> 7J OJm z o OO5 c mm D DD Cl) T s mi o m A X n m p m m = nor s5f D ( n C > O ssly z SmDDcmzmxpzOOA ni 0mDj r U) m m 0 r1 mc mZm0 mr-mOC n D z r s D Gz)- Am m0O m m r m z r O O vmOzo r- zCnz< cJ' Gimc m C-) Cl) D Z D m 00 mm r D p m D m m z n D Cn m m mT = x m m m DT 7 T r p mT m pOmp A m m m x m L) mA z? z mO( mC3 TI A O czi T A p O z X x m mO cn mpcm m< m m 0 O DM 0 X A m> r D O 7mJ D D O Dm Z m 00 m O Z m z x OT Cn x cn x77m m] DMK0m mD T W= m 0 m i7 Cn m p rl m m m x mx z D C D m m x 0 a, mM mD O D m D z GG) wm71 m z m m 2 G) C T p m z 0O c r m cn m Cnx > 5jm 0 O C z 00 m O m O D Z m m czi c mAmh mom EauClaire Office Eau Claire Office AVMS 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATE River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING n m m 9872 HART BOULEVARDn22 MONTICELLO, MINNESOTA 55362 z w m> Cnm m 1 D A c m m mz m z _ Swo co ODDADD 0. Zm1 m m S D pO j N D m C z co0- 1 rn arrA r m k ¢ mz<< C) O ; U T m O O co z 2o In WIN a a a a000000000a W VI o CT a 0 a o o a I" a P b W a X IJ X CI O 4 m1Orn rn n to 0 Z Z Z c^ Fff rn A XX X X X X X X X X oZ srnOZ oZ 4 4P rJ O g 4• W 1 Al Cs W Al P 6- WI N i On 6trtr 41 yr 7 r 34C rn Ili z UUNS I KUC; I IUN St I I I I I I I I I I 4'- 0" 43- 2" 39'- 6' Ti I Fff L---- J _ ------------- ropo Fri I -------. Pr. I 4 I" EL I I I I IW j I j I m I I ' I I I m I I W I 19" F5= 9" m 24'- 9 3/ 4" 18'- 6" 17'- 7" L Cn I II L = II I o o oZ I I I I 10 1 mD Z TOP OF FTG W 0 J L m e— I- I - - I F- -- I J 8 - 5 3/ 8" o r E I c I - - - I L - I I - - ccoo I L= 85'- V cP Z 11 m j I 1 I I 41 III r ZUj y m — ICU n I -- I - Ty I P uL-- J I L, rl . J L II I 3 18' 8" W I QPw''' N I 30' 0" I 13' 3314° Bata I ° o g I I o 01 I 1° 1 D, Nm y, l l 27'- 1" 1- 7 FTI L J OL-- J --- A-- J rJ ° I I c-) I I N ; - I I QP I, I 01 III = I I co z z cn o o, LJ J --- ----- 1 - F Zs Zs 151'- 8" Cr f MR F' J Im 0 w 0 V A R IN w cn m Zo 0 Z m c Cnz- 0 o OC N z N 0 o Oz N Eau Claire Office AfRES 3433 Oakwood Hills Parkway Eau Claire. Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES, MONTICELLO SENIOR LIVING A. M. STRUCTURALTM2ENGINEERING 112 54022 CORNER OF HART BLVD AND RIVERVIEW DR NE ( 715) le - Phone- 493 Fax(7erPhone ( 715) 426- 4930 Fax ( 715) A26- 4899 5) 42 899 A MONTICELLO, MINNESOTA 55362 0 o N 035' s N ' o off E 0 o? 3p c ao sxc o3i' moo' u oQ Qpn N Z mN n® fl' F° IN IU+' afl 217'- 8" O " rn .. fit r i f- rt rti I d O OxDrrffali p- o z0- o c T AT - zn z rn Z= rn WOA OA rrt D a D z Z N rnrn N rnZn Fn UN c i X C7 03 iZi — Cy cn i- 6 r no 3r rnr W z rn O D r p Z rn' 5 o z zrrt o O n m 14 q ? Z z r oz z N rrt rn T— W e Vt o Jf 0 W8 n 0 m 0 4 0 a, 0 kn o 1a a W o- X N X t b b b O p O O b rn C 7{ O O N X x X X X X x X x rn rn m a d N C7 5i rn Cr 41. rdn N N 1711 o o O rna a rna rn 10 W W N N W e D- I t c x x 4 c X c x x cs x 431 c` r x cn x t x CU c X N t oZ c` i hZ c hZ y 1 n P. D 00 D D D D D v rn CONSTRUCTION SEl 14'- 2" 35- 8" 14'- 2" W L 14'- 4" r-- rn F' O u N p p rn rnZ= W I, I CD Ll11 N W o 0 II III I I r 1 1 L—_- J 1 11 1 C2 01 I II I• I I I F I I I g TOP OF FTG 0IT TOP OF FTc6 I L J I, EL= 87'- 2" I L—_ J EL= bT- 2' L II 0 L — — J I TOP, of Fri L I EL= 8 V- 2" 69'- 0" I e L— wfifin 1 O tJ T I 4'- 0" TOP 0 FTG I F- EL= '- 2" II 1 10 I 1 9" L — J L --_ j L-- J— I „ 18'- 8" I wo 28'- 2" 28'- 6" I 4 I S I I D II o I I I m II _ I T O 24'-( I F' j I rc I 0 W I I — — rr 1 I QP I I o 4o I I I I U3 lt I Fm I tj III L 14'- 8" D „ 22'- 8" D00II II I I 1 o ICI I' I -- W I L LJ TOP OF FT6 I I I 60 L-- J II 0 1 °-----— ZLl S— Z----- ; I C= W 8" — 8'- 8" 36'- 8" 64'- 0" '- 0' I. 66- 0" I I I I I C _ G) I 151'- 8" L- — —— - ZS o z oCnCmT O N 2 C Z N N 0 O co O zN Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls. Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING Al A m CORNER OF HART BLVD AND RIVERVIEW DR NE 1) 2n2Si115) 42- 49el•} Fax( F8" S° W` 5402Z Phone ( 715) 426- 49S0 Fax ( 71) 426- 4899 ID MONTICELLO, MINNESOTA 55362 LL p , 0 3 N o _ a g m N23, Uo 3 gtgz- fl_ fl 0 10, 10, o , R O J p Q3os z Q1ry to 10 n•* 3fl M. D q rQi r r r r 7' d S r r rdwrr D N Cyy, D D O n D T x g E Ff I N El Z El x R Ed E H El H1 1 Z1 O_ O_ O_ O X X X 11 p i m V7 O b m b X i O X 6. p X kil- U X b X b p. N rn N rn O O IVm Cz rn it1 x x rn x x x x x x x ll 0 rnrn p iti U, cfr o s rn Sn Q w w r N c X x c X j c c c W car N car o c O ry p 4 A 4> O CP 1 atlJt 2s 6 P a a car n O D n rnrtt D rc trtD D D D D W 3E 1 II X rrt CONSTRUCTION SET D D D N Drrr p A O IZP n m x Z X O w D X O r oo r c D T P_. N m T- P_. Z m O Oct O O O l 43'- 2" m o f) m Al fjq) 0 R- 6" 1 '- 0' H C i3 [;] H fql f0J f01 r® 1® 0 0 o N 3 N N N N 4. W A A W O W c I n cc n cNn 3 TOP OF FT61 ELEL= 95-0 J 0 o TOP OF FT6I no EL= 95'- 0" — J 0 A A 2 0 O y L CnC n 0A 0 2 N T y D co z Z N e Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING A A I m CORNER OF HART BLVD AND RIVERVIEW DR NE '' ZEas715) 426- 930 Fax ( 715) Phone ( 715) 426- 4930 • Fax 0 MONTICELLO, MINNESOTA 55362 0 O N O3 2W9 z N m N NpnlL o m S- gnflo 5 0 ro30' c O OS3O3O® 1- mZ suQo'03 m° O O rs` QnO s N z 217'- 8" CONSTRUCTION SEl Cal W D D D N D> to C" c X Z a a 11 U g v Q0 N N rn 1' j A fJ u 41 o cis a Car r 4---- D cn fi—t m rnr—iirn Ln D rA A 1A T d D D D c( 31 crib c C CP rn o ono 0 0 141- 211 I ct'- s N a a i 6D A O f0J 351- 8" I I I I ` I I 1 I I I I I I I I I I fi I I I I I I I 8" FIG PLANK A/ 1 12" 2" GONG. TOPPING I I a El I I + i6A I I I I I I I I I II NI I fi II 241T L - L — — — — — — ElI 6 ABC I N CP r NI I 1 II L- - - - - - i 241T I N I I I fi I I ICI q C I I I I I I I I 811 PlG PLANK A/ 2" GONG. TOPPING w j I I 1 I I I I I I I I 1 101 I W NIi x J -- LOF, 1 181- 811 8'- 8" . I J 14'- 2" S , Eli= g 4- I N I I Iy I I I II II 6iOic A= 0. 8 KLF I o I A= 1. 6 KLF i PLANK AI fi ss. ati mama sm JG. TO ING Ll I 16416 2 N m O fi l fi d a6i 6' 6A I iC o ND 60 3 I N oll f® 1 J J 36'- 8" 64'- 0" 2' 4 I, 66'- 0" I I I I C- = G) - n 0 1 e mes I m o J z C6 C 24'- E C y O r C Cn z N T T7 N D O N Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING m CORNER OF HART BLVD AND RIVERVIEW DR NE Phone( Maple)426- 910 FlverFa ) 426 54022 Phone ( 7] 5) 426- 4930 Fax ( 715) 426- 4899 MONTICELLO, MINNESOTA 55362 0 1 T 0 013 s 3 p p m Q, p. o0 La act pO 0 o I J ri p p l ri J ® a o pr- p' Q] 0s N Z 9 m 0 0 R P N 0 Iu Q, Oo x 0 1 N O— pp O CAA A rn w N( I Y 59 rn 70 fJ - r7 D X N trni O CP rn. r ri x it r r n cii - Cs' to 1- T r N N D N ( rnS D Cl rnrn 1 rn - NP. 70C p 4 D Jl/ DD c IOU, rn Az tr n m r O ti ti O O D T- 70 rn W LP Si rrt 3 OL K110 IAICTDI InTInKI CCT I IV 11\ VV I I W I I VL1 b T— O O 1 N 7` 1 I I W N W N tv N ryU r0 c N 6 N O N O N CP rr r r r r U1 1J CI r N I PT1 M r M Cf N N c X z v C z W 2 - 0' 1 ij+ yI1 it C ail z W N W w N I I C 2 Cn X o xIOAT z o Ib' TRT L w N m IF C O ' n N z w ti c o xIOATI di p 1p I 16° TRT' - q Fn HI 24'- 8" 26'- 10" m 82'- 8" nc) 23- 8" 26'- 10" N N X X. I N x10 AT o 16" TRT' I N 3 x10 AT o lb " TRT' a T- 8" I, 18'- 8" I E N N W 4. is m p A A 0 O L i z o m L cr OO o N A N T O O O p N z z c) IRES Eau Claire Office 3433 Oakwood Hills Parkway AEau Claire, Wisconsin 54701 ASSOCIATES ( 715) 834- 3161 River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING IM CORNER OF HART BLVD AND RIVERVIEW DR NE 112 East Maple StreetRiver Falls, \ V1 Phone ( 7] 5) 426- 4930 Fax ( 715) 426- 4899 899MONTICELLO, MINNESOTA 55362 0 Jo 0 3 flrylfl p{ 0 N m pZm 3 7 C O o ( 1lG mormgoo Z p1 U- z. OrdT fl0p0 Nu IN f 039fl 0 o Ira? 01 n W Z + tp : M r" rn r a` 0 3 F 3 i Hi ( S) z Q- Q rn Qs A D rn\, fl{ I N AA Pa a 6+ N N-" D;- tw cs W O W r , c tiT ui rn ii Lp f a' r D z to A a r-mtDCPQzl X X D a r 3 rn rn v PR r a, o g lv r rn r [ i T, ti N 41. yp N i / r z rn X D X3 N Q" rn r — ai = r C T- CONSTRUCTION SET X C z JATT o x1IV I c z S Af I C z W N I v N o xl0 AT lb" TRT I 0 c z CnCn I Cn o x10 AT o N 4 lb" TRT11 C z W D Z T 34'- 4" 14'- 4" 6" I HI— HI 2- 2 " LVL AT 16" d.. cv_ r W ti 2- 24" LVL I X c N I N a AT I6" O. G.. 2x10 AT D z X p u, rn c I6" TRT' D o W W 2'- 0" I I - I X a' 2- q 1/ 2 L AT I6" ; 11---------= o H2F 11 X Cn 1 N y m N M 215'- 8" 69'- 4" 6 C 6 M I6'- 2 5/ 8" N w WISx55 N W - I- 3— 6 it z H5 H5N 1 H5 H5 H5 14'- 8" 22' 8" L= 31'- 8" 3/ C 10 P5F o x10 AT z c! DRIFT I6" TRT lip z w N Q u I H2 L- L N I I 6. a/ CT O N N C o xIOATI I6' TRT7 p0 N N d` C X z 1 1 ji N c 11 O L Cn 2 oT C) Z L C r om N O T O p z N z Eau Claire Office AvmEaus 3433 Oakwood Hills Parkway Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING Al m CORNER OF HART BLVD AND RIVERVIEW DR NE Phone( 715) 42 - 491Stree• PFax( 715) 426- er Falls, W1 54900 Phone ( 715) 426- 4930 • Fax ( 715) 426- 4899 0 M MONTICELLO, MINNESOTA 55362 p i . p 3 Qa- 106 z per° g° R r 0 p 3 p c 0 3 me p 0 9 fl J ®® 0 ® pT p OT 900 Im to a IB! 030 26- 10" 10'- 4" 1, 26- 10" 18'- 81, cat D N SP- 6zrn A rn mrrr 3- fm O3D ; RD Q q rn r n t7 r—itpA rnU' A 33 CJ a ! k T- rn rn rft i vD LIDcP ti w -' P dD p OtQP N b 71 r N N IJ D r C7 LPLP 410 z r70 4 nD O y ti rn3 .... r C n CI r + 1 n= N rn 3 Q, z s . 3 Q g N 7' N CONSTRUCTION SET o sr rn c r w r= x 3 3>my 1: N W N W tJ W N W N N N r' 1 N G 6 N t N O t.) O N 7vj r r r r CSC IN ti< r rn rf 1n U rr r N II I I I 43'- 2" 6' f6 b I I C 51/ 4x11 1/ 8 TRT' U 5L I 14 H4 IH4 HA Z W I I 21'- 6 11/ I61, I 21'- 15/ 8" loiO v T C6 IY6 03 0 N N o x10 AT I I6" TRT 0 LD — o x10 ATI A Ib" TRT T s r> I HI 6' I 23- 8" 26- 10" I I 38'- 6' I I 2- 2x10 TRTV y H4 H4 — — — — — — — 17 I C Z x Cn W I N cir T 21'- 10 5/ 8" N X N] N N x NE 0 N OD N 60 N N A w a z ti a p x p_ 55 o m m C CnO 0 0 A N T N 0 m z c N Eau Claire Office RES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING D m CORNER OF HART BLVD AND RIVERVIEW DR NE ` hone12 ( 715) 4e - 4930Street RiverF15) 42 1 54022 Phone ( 715) 426- 4930 Fax ( 715) 426- 4899 0 0 MONTICELLO, MINNESOTA 55362 0 fl 160 0- o301- uas o0p0 cO ic QflO mm 0- Wo: 0 p _ 01 0o3 ' uoa p Q3QOR a QQ0 s N0 u S) 0 D IN in•+ 6 30 o= y O O C Or z A0 z N N 0 3 o 2 N fams ASSOCIATES THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OFAYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIVING CORNER OF HART BLVD AND RIVERVIEW DR NE MONTICELLO, MINNESOTA 55362 11 A. M. STRUCTURAL ENGINEERING 112 East Maple Street # River Falls, WI 54022 Phone ( 715) 426- 4930 • Fax ( 715) 426- 4899 11111111 ri U 3 N cUp t` o i V O O l T nQo z o° I+ o 5ofl, f° fo OO p l ° 3 m 26- 10" 10'- 4" 26- 10" CONSTRUCTION SET CA 1 22 Vt ai W N 3 2 N W rJ W N W N W fJ N III N X_ X_ X 7l' lj r CS, W rn F: 4 3 rn d C r M 43'- 2" r i i 6+ e 1 51/ 4x1111/ 8TRT' D P5L w_ H2 H4 H4 11 c c z I z N I W 21'- 611/ I6" 8'- 61 A" H2 38' X I I 1. H4 - - H2 - - c z_ N I 20'- 1 5/ 4" 4 i 11'- 4 I/ 2" N 00 w — o A14x26 W14x2b Cn 1 r 11'- 81/ 2" 4'- 3 5/ 8" 21'- 41/ 2" w p I c 4 3/ 8" z N z y AI4x2b r 11I801 - Cn H2 H2 1 ` ay w y 0 co 1 5 / 1/ 4 P5L c UNcn 1 r w DLD 2cNi, 32'- 8" C 2x10 z N AT 24111 4 00 It I 5'- 6 3/ 4" I = N 5'- 6 3/ 4"' N 6 jI- 2x10 N v 60 5- 6 3/ 4 I C`') u X 41 Im c 0 F, 71 z N W b s 6 I 60 N Z N o n oo , 5- 6 3/ 4" If- 5, II I c x10 AT 24" z I 2x10 I I D ssaJJ r C I o =; I N 1 W is I I2 5'^ 6 3/ 4 T C I Z x 2x10 A4CnI D I N i c Rao"] z 2x10 n 1 AAT24' I- 26'- 10" i. 10'- 4" I. 26- 10" i 18'- 8" i N W IN N A w w A w z ; 0 o T T mnC) c Cn r z o N n N o z N Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. , STRUCTURAL ENGINEERING m CORNER OF HART BLVD AND RIVERVIEW DR NE 1hooieEast15) 42 - 493Stree• fFax(7eral) 426- 54922 Phone ( 715) 426- 4930 Fax ( 71-) 426- 4899 MONTICELLO, MINNESOTA 55362 0 fl Jul i 0- Sot 3 1"- 00 J ` T ZO Mn O p c- Qn, 4• r cv J r p. c K D ( 0 5 3 0 3 j p oZ 3mQ3o® o O O S QQO T i m yiJ® 40 INN Ium3 O 215'- 8" 2T- 11" 8'- 2" 27'- 11" 69'- 0" 1, 2E 141- 4" 34'- 4" 14'- 4" 70'- 0" 6+ 60 Q HI H2 € C HI z 02 1 w I I cv_ H2 0 5'- 6 314" w 64, co o' T2x10 m c6e b j j N uu-, w o AT 24 21'- b Ili c- t w FLL- N C2 2x10 g D o yD 7 z 7 c ` / w AT 24" W Z 2x1170 Cn WI4x26 r CA — — U i rn r fill N rn fJ y _ N N 6 r 6` N Nsmo o `` iz' `' p 5'- 6 3/ 4" N W N s?' A ' ti cn N 51/ 4xl11/ 8 TRT' D P5L 701- 011 a " w w 2 - 0' v kp n D 2x10 A 24 o u, N („ N X O r17 D p7 N Z N _ o o N - H2 H2 H4 H4 Ha H2 1 DD p , Z _ a w y `% H61 I I $ 6 rn c o — _ W8x18 Z W "' WBxI r' AT124" = i 5 FUJIW _ _ GIRDER _ _ _ _ ' T @EA T D C I r I I 12 rn w ` I T H2 HIOF HIOF HIO f H2 H2 3 c 3 o D 1 o x r N I O 9 t7] l z I 4 H2 H2 H2 I I 6 = 2x10 ; N Ij HI0 F H2 H2 A , W1H2 H2 N( w 7 Cn_ _ _ Q o 0 wm T I 7t 1 1 r11LA5'- 6 3/ 4' I - 6 c7 N o = cn cu m C C C Q0 > 1 z z z rn ' W W W 3 am rn y I II C A— AH2 H2 H2 12 H2 Z_ w - H2 — — — — — — — — — 19 Z _ H2 H2 J I = C 41. I w N z E — D Z w w D 15' 8" 21' 8" 32'- 8" I D w ' 2x10 = z N 2x10 AT 24" N AT 4I' a' I c ca z 0, - 2x10 A I6" o w 5'- 6 3/ 4"' C z I N 2x10 I ^ I I AT 2411, CA I I I I N 5' 6 3/ 4" X C 4. Z 2x10 I AT 24° c I 4V 00 C 6 rl Q% C= o w 4- 0 I Z o ` n "' " N ATI 4" w rn HI H2 o HI I I Dx NN N H2 I T 63'- 0" I I I 5'- 6 3/ 4" 27'- 11" 8'- 2" 27'- 11" 64'- 0" I I I N I C 2 G) 1 r 51 C z_ w AT' — i w m I I iF I N 2x10 20" RFPI- q00 AT 24" I N v b N I HI r_ id CONSTRUCTION SET 0 m c Uzi N W N W N W N W N ti1 O A ti ti X O X O X CPy rn\ 3 rn d r CTT c p o T T 3 Z C Z o J mm 0 5 0 0 0 N Eau Claire Office fjkvms 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING Al O b m CORNER OF HART BLVD AND RIVERVIEW DR NE Phone( Maple) 46-`930eet FverFaE) 426 54022 Phone ( 715) 426- 4930 Fax ( 715) 426- 4899 A MONTICELLO, MINNESOTA 55362 0 n io 034' s n y Opp po n V Z O QIt E m t` p urmjo p JOpR pZ N z 0 p, pRo npo f-° tN ou 01 3 N fl mrn p ° -- 4=_ ra x rn O III ? U r N Z Z ° n a rn ° a ° c r6 n p # z p- 17 o srn t W d 7- i N g T a` X C r O v O v, 4a N QP 7ry Ov M o r QT li N Z1 O C1 XW 6_ Fri 0 _ w n.% 4S. A d rn ly pc FA III "- rh l rn O t%%%''' S d p - O ® I — III r O ^ a o" MIN x a '` c. Ax ¢ v_ D - c, TYP. BELOW 1 1 Tir`' r ' y > g yb P/ G BEAMS rn NI o r um D c5 o D 4" 1IM c N 3C'% ea rn G rn OA += A z a no ON r o" 2- 02- 02a cf 3 FT6. DEPTH 1133 3 O 41 V' v n rn ° rn rn 6- NIP Z z to $ I, v d 1 n • d 32" VERIFY r LP 2° rn N N X ° w n n 3 crnnc Ndi D1rnr • # Sri ° d Oa r0O 2, 5 ODrn a` x D D c X x ICY, - iti 3rnD • r Opp z z Srn Ocn rn r- 6 5r Dv n ti Oz n t- n O z T v o ` Az a4u a to 10" o P 14"® 51M $ rn O4 3 n to O2Al A rn bD' ° 2 d ° ba LP r: U40 3 - i ja vc p rtn rn ( mom '(( I l \ o \° it it o III N rn 6/ - d. p ° y w r' D 2" `' -" o I. r frr Q' 3 3 ° IJ t a - 0 = v C7 4- 60 GLR Z w Q z mZ rn . tI Pr DD r O F< no O „ z QP Q _ rp7 ON C LnOLn3 C+ x rrT ry Fri 1 - A ° C1, Ff r rnr._ ° j IN yy1= \, It- IT it d ° r/ T O DX rn LP m pD a O ig d O d. it t X FR O D a p c Oti Cf s srn 3n 4 11 A / 11 1 oe g A a nc ' ao - il Z D M IZI oI+ z z 4'_' GrnpTp O Zl g ti _ 60" MIN. 5EE PLAN 1 O o v n lS N N NOTE FOR ADDITIONAL INFO o„ - O, Dec F c Im II Fv0. oD, p d - — III t V4 Jai c Xrrt o j III D 1 :::Rrnx 6. C7 n = r 43D N ! i rn z 24" 50LID o viz a' chi r C rn 6 - OT iU N , e - i 07 70 GRO T o d A v O tr" i Dim O r 1 n D` n Dp B O' rn M O o O . r= 6 n ONSTRUCTION SET Cl U, 000p. u- 0 m Cnm n 0 N y N o o N m Eau Claire Office y MONTICELLO SENIOR LIVING• i Eau Oakwood Hills Parkway R ° O ' A. M. A. M® STRUCTURAL o "®° Eau Claire, Wisconsin 54701 o N a o w` 0- fams rt 715 834- 3161 s / ( ) ENGINEERING ASSOCIATES o 55 m r 00 3°, c m o 3 &' 0 13 R15Niver FallsOffice ctreetSuite204 112 East Maple Street • River Falls, WI 54022 " o Sao THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY CORNER OF HART B LVD AND R I VE RVI EW DR NE Phone ( 715) 426- 4930 • Fax ( 715) 426- 4899 u z ° T Q. n o OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 4 # o 01 0 ® f WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO, MINNESOTA 55362 " ( 01 * 3 0 r— WT03W p rn O 3C7 O r N NCO okra g Arn rn rrlrn! oz w V° r C Z1 w r O X r I m411N z — -- •. ti rn = d Q] r z " > iFirn rDr r— N 0 0 0 0 m • vicnX m DX w w w f -- r7 r 0000 SrS w r ° b . X 0 t gx 8x 8X N tJ CN r- 11 rn rj c0 - o ZZt r- Qm rtv rD ' y rn i wD cnr Nm3 rn rna0 D 3 < C O tp rn d tart8C Q tt t- ir ppi rn O CCSS W D A D t- U X Oy X N N or N O N Dtl n c' g y p :~' 3Z c yJ1q D r ,„ o D r N II 9 IR ' Y n o N ern ^ IY O O O pT it • rn p O r DrpYi — 5a w O — i y X --- rz - ice o tD O OOP O it rn ire O N 0 70 is T a am i 03 n ` ril Nr R - 0 r 4 pOp Nh - Tt 70 o UJ nj"' o z N ou. o C" o err— rt rn rn D r r rn - 4 It-- y - I a® 60 60 0 rnry xrn03 rn N N rZ D O U3 m Q7 rn = r , . — 6c r Or x O = rn Lot NN D5 CN00 O r cn w U' za 7C - cn D rn rJ rn j Z Ocn _ , li O7 LR i T 0 fti O ac c 8 rr CI n - rr rn 70 w P D O Z 8rn 3 W Jl N v U N $ N N— o X CT DO O— a— ro — 3 3 r c` ( f 1 6= c C ( l rn r- n rrl 24" rn rn 6 rn Im rn r" rrf 10 rwti • A A rn O X cU3in zyRy o 1rJ • FA LD n- 3 M p cuZ a' D? Sp 10 0 > w cP O W N Q O W N x N rn T rl N y url cn A y F4 r rP O A 1 GtJ d` r X XIr Im — Ui rn Or- X Q f ltlI ltl ^' ' Yltl r- Og— O W rn 113 III'! w r F z s z z _ z z o QP rno a N Q r- i_ n_ O r - rZ I Z l4 Q71 W Qp77 s 7C O p N ni O # t • O 6 r W rn0 W n CTi Rf9A 1 70 > i r r- it 6FRy ti D 3 O r" ? 13 z DOrN p rt n vrrn ff,,`` = V• W N N W — r O V• — N N N N O xrN 1r X G W N t N rn Z N D-> j — Ql 1 2° O O It w rn W' rn wIt= ItItkip b® o® O — b® o® N Z Z rn p, • P r0-- c' ri' r ' 3 Ord' x ODD nD w fJ y r 3 t, W rr A o O rJX s t rn rn D ' X 41 rC3ti rz ti O r- D z ,, O i Tz x rz A r r s+ rn cv p r pD n r p pt r5 r O rrf rn O O O rrrI a rILA mi3O 3 r UuNb I KUU I IUIN 5t I o AVM S Eau Claire Office 34330akwoodHillsParkway MONTICELLO SENIOR LIVING o io n 0- 0 3 a 9Q°° C Eau Claire, Wisconsin 54701 A. M. STRUCTURAL o 1 r 715) 834- 3161 o N• a fl o N ASSOCIATES Al ENGINEERING m o® C z- W3 M n O Falls Office River o 3 § o ° o 0 ' o IV N THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 CORNER 0 F HART B LVD A N D RI VE RVI EUU D R N E 112 East Maple Street • River Falls, Wl 54022 o a a rt a OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS Phone ( 715) 426- 4930 Fax ( 715) 426- 4899 o o. SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO, MINNESOTA 55362 Lji 0 to u 33 u a o` Nn o'—' rn r= rn O p - 0 cJi CD - i D 7O = „ rnp f1 N -- 13 f= D COO Q 3— r j Or i + p 6 t' V p° 1or r ^ IY N I c w j w 0 0 z p T N It o® b® ? on Z z z z I o 1 0c 1 Dtp p AO C76-- SQ R - wA Spx p1F „ b 9! rn rn 7- 1 o n A— rn rn r- V 70TON 1tTDnx 3N bz Dz 70 r 4 t \ z A O O O vA A z I> c N N o9N lfS N 11 ono Np rw cDn S ryy46 4 1 C I. 1119 = Dr fffvttnii O rn z rn . rn r z M 1 . a D w w w w w zi so = l o® o® o® o ° ° z Z z Z I z rn41. T rnyy = N Tr r C7 Do Z a C7 A + + N a. C3 X 7o O w p — — — 1 n N cn O i cs z zAZ DO T IF tt pT rn crt ' O r i o i N g 8 rn oT N w 3 ti V 3 Q D to z 1 D ( r{ 1 LS1 l{ 1 FR f Din es r$ 3Ncrr cn - a r r toCIO) C O Dcn z g X (. JJ OTrn w Ul r - rn rg n- _ prn p yrn y Y l tl n O e{ I M V{ I I O - A Itl cP z 3 0 0 rF1 O T O rn Z1Dx N rn Tcs0 T iQ 6 FIR, r c r Zt rwmtt r s yy C1 - d g r rn= r DC - I n zr O rn O D f C1N g _ r r r BI Ow O` wc- c n cr r oT rn a cn Pg cNDu z ZA cn L cr X 2 1/ 2 4" N a'- rn wcnrn OT C 4& M ppn N m r$ Dw rn n Dry Ln r at m c V° c O Oz n' r T c V' C V rn UU zDzp 70 0 ON ON T I -- A f- g 3 - 1P rn 7C ' „ -- A b® DS b® D o-® z z 03 2'- 8" N. T. 5. 3 Z — — in ^' N DD O - i = r IL N 00 1( 3 - 0 pw ? R D CN O O e niz r 1T 02 C1 p c. n TT D rTt7t N- Acrri z _ NDb 70rn N FU p o CDs T p % cn cn N N r z tin w+ z rrj O O bn C\{ s O tl I A rn _ r Q rn rn s\ ° mow`\" Cst D^ Oz b , O-® 00 z V" w 8" ''-' 3 I/ 2 z — N Ul Ara OrprtN wrn ' U n T r-' 8 N Try A U, tou' Ortnt rn ow 3 D DPW D - r N W 8" Ago 31/ 2° 41. o o rn rnFA v ear rrnn N 0 — 0 N rn o N e = o s e" r D e w c+ D D X x 2 2 1Y y• — N UJ OILU zZ tl) P CP Air X N itt rnO V° pw z y Itl{- tl ltlt rn t , Im{- Y I VI C 3 p _ pz '_ @? N M f „ - A70 n pT , D r , i O crn , f O® O® O® a® r b® o 0 0 N z z oTp Z: N tf rn rno CD O prn p Drn F ni 3 wr- uiTr TN rnD z rn 3z r`" T yX a+ a pR a = C7 rii rRg A rn O DD rtr JL tDsi hi 3z D ( yl N3 40 gn w O w rn O Ni5 D - pp O D rnZ r 08wr rn0 , Op rnr" ti - DA N z z r- 0 cP l7 is 6, ' to O rn g Nw O rr5 rMi C O r yiT; cit rrn CONSTRUCTION SE1 U A 0 AVMS Eau ClaireOffice3433 Oakwood Hills Parkway Y MONTICELLO SENIOR LIVING N nOQ m- o - Eau Claire, Wisconsin 54701 A. M. QM1° ASTRUCTURAL Al N m 3 c a 0 , m m D z N 715 834- 3161 ENGINEERING o s o ° g ASSOCIATES o River Falls Office a o 3 u W o N O THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 112 East Maple Street • River Fall s, W 1 54022o CORNER OF HART BLVD AND RIVERVIEW DR NE o u n fl ® R o OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 Phone ( 715) 426- 4930 Fax ( 715) 426- 4899 z * s n n o p SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 IM N® TS®' d WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO, MINNESOTA 55362 to n m * 3 m CONSTRUCTION SET R. c A Q A rn L O D rn O rn f z Q m w 11 S Jy L A m rn r 3 z ift X i9 O O,- 6Wz CD -« C00 - 6 fl o N - O N D r fl Q 00 - 2KT - a_ N - a O ZT 0 rn Q r . Z Q Q Q J < Q J S o Q 1 W ( p O X 1 Q s W b Q 3 rn 1 1 1 1 1 1 1 1 1 I t9 0 Cp W Z Cp 3< .-'- 0. N DD R J Qo O J Q 0 0 .- r .- r W O O O J c s W i.- 0 N ZO V7 N O O -+: 3 < Q W O O O r Q W N `"' N rn 5 N Q o' w Ftt S N- 3 0 Cp V. 1 6 Z O A O O-', 0X u+' W ItQ I l O p L" 1 c 1. S] O' a 3 O Z ' 9 O Q G c - i O a- r; Cj fl ` 7`" O Q7 J= ( ( i - C N O - 07r N FF c.- . 4 J O T 3 . A .- F ; Zj` O C = 1 c j A 1 O W N O d Q ' O J c O O O to tQ 0 to N ( p W W 0 Q Z tN N 0 _ zz rn 0 0 0 9 0 O .+ Z Q s 3 O _ 1- Z W n W. N - 1 O c 3 O== cn C y ' 0 s O O Z cWf+ C' 0 j fl J g ( ft In .=- r . Nr : O O m Q A O D n CI p J c J p 9 J S = Q W 1 = O 1 0 i W f 5 O N cn CD . ( P f aT W O J J N v t0 11>, 3 x1 .. c Q C> s Z1 O W= 0 C1 J p ,-,- 1 N 3 g I. G • G to O_ p 0 f fl O ,-' p O N O 0 x N O 0 p Q N ' a = c- 3 - r 3 Z cJi Cl, Cft FrD W W N W 0 0 = Ri W cW. Q 3 Oz fl W O ul ET io{ T t0 W C+ = W 0 O 0 O W t O O O ( D, en . W 6 R O Q fl Q Cap c+ CJ Z c N Q • " N 9 4 O c' N N Q fl W D W 0_ O 6 O 0 R 0 O Q S W S= cWn W Cp Q _ N 1 fl= " tfl W W R W c = Q W p Q- O I.. Q '+ S CO Q O W fl . fl. s O=_ tp c O to N O to O O J Q Ri t- W .-.- .- r W Q IJQ Q Q C . 9,. N n N CJt p Q . Q • T. p Cp 0 R 111'"" 11tt" 1iO . N ( p 9 l v' 9 tc u'. a. c = O G m- D u+ lP 3 W O t{ W O r W O 1 fl N , X tQ O W o j N W N W W _ [ ci+ N O= . Or i, 5 Q R 0 i* Z W N CZ1t W 0 = c O 0 C` COi Sl a. D cn y O W O O= % Q 0 W Q c+ N - 0 I- ._+ Q- W O Q O O 1 ' j Q O W O N J W ma' s J C> Fp Z N : - 1 Q N C1t g C c N O O ' W Q N cc' ZS ` p to " W O / N 0 `- r W = <. W O ' = 0 W l0 SL 2 W ' ( 3 . W+ c` i'- C.-+ O 1O OQp- 6 6 W < 0- W < s QT O - J r N cry I N Q--( 1 0 0 b - O. Q O Q W G Q Q l DQ fl O- t. c c W N W . - n - n ZT D W CO W_ = fl CAD , r u+ < W N O W N C, W O= N W fl W ( l O N ` c p CAR D^ 0 R7 3 n 0 C W l Q _ Q Q y• Q Q 11 11 p J 0 3 , J> T Cp 3 . T Cn W O O i N fl s P- O fl LE = 0 V' t Q c V 11 11 f Q 1 m 3 n 5 n O - .-.; T Q= W N O c = Q W CD . _ 0 - rn N = 0 W N J W W O 0 a .- _. o _ N W cn .- r N' O 0 "' = + 7T W fl Q R N O c Cn p o f Q Q N O 75 ""' p Cp ' s fl 0 W O - Q-, C l l W i Z 1 O W O O O W C7 O O O b i b b O t' rn QtN t0 O N s W fl 7C Rt0 C W N = _- N N N O W c 0 < O O p J p n i+ O pT - W . . p. W W Z J W O O= 0 O ryt N fl m 6 Q 0 3= W_ W "" O_ 0 fl13Qc W g p Q Q 3 b § V b b 5 - s o W l0 = CD `." F S i c N J io - p O- O N W = W 3 j 9 3 O ri O N 43 O O O O W O V O O Q fl Q N m X o o f 0 W $ J O fl . 0•.- N Cp fl= Cop 3 0 . N N _ x T to '. tn, N. cNil ' a - B ' B N fl Q 0 J W Oto - O 4 1 W Sl O - - N = Q W fl W CO c S] c W c i s u+ O fl- ` T l Yk N Q tp o Cc, . T LfT O O O O N D O C< D O` 0 R N 3 o tQ W t Q Q dk ' - O 1 O 7t c = N W Z x J tQ s n O W= >- O O 0 0 c O V+ N Q 0 Q Ni+ 9' Y. ' s o N' N O b0 Q 3 N o . fl p n Q S S, s O Q LQ N - 1 s N CO ( p c O fl= O 0 O ,. O Q 0 9 OG W 0 $ 9 X - i` O. CILt90 o O R N N 3 O s s 3 = 9 Q N W 0 gi p cn C O r N W .-- Y O= .- F = LR to W s= ts) J N t0 = cZ1 W c 0 D .-- F 0 0 Q cr zD t0 0 3 Cl 0 slF R = J (' t 0 W ' c CD Q C+ n= e-. .-. c N Cj O c Q W , tN sEL p fl O N N. fl W u+ N fl W U7 3 N N 1J • 23 0 ' cRi t fl ; 3 t fl N rn m 3 Q fl tQ 3 W Q s N O Q Q O 1 , n 0 - to Cn 9 _ N 0 rs ,. 0 ' W W 0 , Cn p N Cn - 2 t- R . O„ CAD Q Q N W C< 0 O _ _ O 0 c C g- O N W ( N N LOW 0 O i 3 cn rn c Ot O CA 0 F c O 0 c W O QI tQ `' N 6 N 3 N Q 3 Q= >>_ 3 Q N N " R S = N Q 6 t0 0_ O W O 5i N ' 0 W O _ to C` cjlO R Q U 3 CD rCi- i' p C' 0 lC 3 W ( S l 3 N n C c - 3iz C fl Q 1 p fl fl N p s n N 43 1" N 3 6 L. O Q= 5 O 0 a-' Q W N 0= O v` N D W Cp Q_ Os 0 6` n R fl N 0 t0 0 s 71 p O fl t O 6 W W J Q tQ W 0 W W Q J _ = O 0 c O s = N W Q 471 Q = N 0= N l 0 {- O W 0 C` O J n Cp = O _ N 0 0 ( p ( t. Q p lD = l W N CN ( l p ( n = S Im 0 s= 0 s W= ,..' W J N h O - 0 fl 0 W 0- Q O= = 0 0 l Q Q 13 - cr _ O S r" W W W Qb C W W t0 [ n O O W fl N Cp - W W Q 0 Q W t9 Q - s T 0- Q W .+ T ( p_ W 0 W t0 tQ t0 s 3 = $ 0 W t9 fl = Cn ' 3 t - CO W W fl c 3 Q Ci Q O n W 0 Sy 0 O 0 W O 0 W ` j Q - J ' . J+ fl O ( s T -'! tQ . .-•- R G Fp 3' W Cl - p G 0 O s 0 3 O S 0 fl t0 Q 0 M , W = 0 0 p Q X Q O . _ Q. p rs C% O Q ..- r W c' W N 0- W ._-.- 0= "" 3 Ci 3t0 . W S -.. W c - lfl CO O 1 t0 0' W =' s 0 W C, 1 N = LQ O= . T 0 N W 3' , p CN„ c fl Q 0 c; 0 pp 1 Q O 3 W cr s 0 N = p N fl fl rn O 3 T 3 g N cr 3 3 3 f rn c c+ G rG . Gr. Go o o c Q Q ` n. ' o — s c0 o S D O Q O _ 0 O N 0 Q C. f W c C; _ In ( n = 1" r O _ 6 s ` r l n D tj1 CJi+ ICJ ; 54S 0 9 W N CS a N , Jc Q Q - O 3 O c Q 0- O N ( i o 3 Q O r r 11 ccfi r r 11 N 3 N N O cNi•- Q 0 c Q 3 S 0 .+ C9 0 0 0 .-- W N X X W c Q c N fl N m < 3 C7 -.' p N c 0 3 1L 3 L1 1 3 >> N O Cp Q st_. - 0 N t tQ W- c N = N - 0 N Q O W CJ7 0 Chi N tN 0 O o 3 3 W 3 i fl Q l N 0 . = 3= C O. W N 9p N L 0 c f 0- _ f . O. fl N N _ 0 +, N l 0 CWO t9 0 fl . T = W \ 6 ( i CWn W N W 0 W "• s-' . N O Q Cp 1 to 3 41 0. 3 ZS o• W O c+ - N O § N S IS O IS c c c 3 J O N D 9 W o Z O= r ' c 3 ? 0 0 J 0 V rn cr 6 O 2 R O O cN.- 3 X Cn t0 Fn O W W ' O O 0 N 9- t0 C W 6 c 3 =' O W 0= O = O T O O CD < O W s 0 6 J s J W Q Q- O W J ., W.- tfl u' Q O 6 N q W Q ( O d R O N W= t` n W fl- Z c_ s c= i+ .. c " _{ O 3 ` W N W= c CO to O Q - tTT l ' a ` l fl C p — J j D c+ W n to _ N Q n Q W 0, Q O ' O A N fl p 0 . c' f + 11 [ lil rn N 3 rn N Q N us O N N , C` Q 3 W W 0 Q W - Q =- 0 Q O SL O tQ 3 0 _ s W Q CA p N 0 0 a- r, p o u+ rn 3 o N - -_ - N a-: CO g- r1G1 Q 6 O O S O 4 _ ." = N_ p = fff = p D s p c ,_ p Q Q 3- l N C11 . T Ci S 3 s 9 z W 0_ c- r p 1 . ( D Q Cn J - O 0 z R ` 9- Fj'" = N O O C X Q 0 = CT - ( I p Cp Q C% W .-' p Cp 0 Cp ' p Q 0 C . - r, ( i - .-+ lD Q C% W ( O 0 .-. N Q Q- tQ 0 O N 3 Q < .+ rn< .-•" rn< W m ( O - O c= . t0 Q N 0 W == p 7c N- O O 0 O iq N p 0 3. Q W t. 6 Q s 0 W „ Q W Q Frp .-+ W W "+ Q Cn .- F _ o ( 1 CD Cp N s N O =_ •-• 3 Cn = O CO 3 >. rn Cp Q . Z7 Cp Q 11 C Q N W `' fl C ( s / 1 s tuft 0 O ! 0 0 O W J s Q W Ci W Z 3 W •-• OC= O Q O tQ C c -.. C1i m 0 CSt .-. O - . T O s W O 0 t0 - 9- c C s J W 6 rn O Q= tQ O 3 O - 6 J= J=_ ._.- .+- 0 c 3' N 0 W -- O N N ' N . p- rfl Ci n n Q fl o Q c+ C Q n Ln < W ( Q 1 N N = l [ r Q Q 0 it Q aT Q = Q C (\ 0 ( p X= Q at J f .- r Q O CS 0 S l Q N Q Q O Q s cn - .+ O W tQ Q ga 79 Cp W y Q 0 6 0 ..- F Q Z s s S' .+ cr W 0 O N N_ O< o +' 0 Q CWn N rn cr Q .-. Q O .+ Q p Q (( y =_ Cp ( p 9 IS 9 2 Q fl 0 t0 ` < W ( p W R = J S 9. c _ 0 W W '-', N CO W O f 1 ( b ( Q b Ct 6 p = 0 0 ( Cp N t0 .-• -•, C% g yn p W Q 0 0 p 3 Q 0 CP pi W 6 T N N 0 0 0 N N 3 Q s (< p Q s W 11 0 J 0 rr Cp s` sCft OZ y, 0 to O O J' W N 0 3 < t0 N = - Q O O N O O O f O CO C -+. c f= N N W = N = O= 3 O= N W6 Cj =- 0_ o O fl cWn , ( = 0_ o p = O W r c' nn_ Q Q Q O- W 3_ 0 - i si t0 O O f 0 ' t-. N J N 0. W - O N m= CO Q 0 9- OG = W cWI1 N $' s CO Q I u2 Q N Q` w 3 o O Q m, (` ti. = 5TQ a W o J N N N ( Z_, Z = W 6' . N 0 s c tQ tfl O fl O. Q R Q N m Q . " O Q Q J O= „, c% 1. N to - i9 n N 0 tN fl - 0 = . W- F - A CO t9' N- Wp - 6 9 O - - - ( p Ci> S W W - Q O O- fl •- r N p 0 b N C4343D i O c" n 0- CO O to C1 . N+- W ! Z W tp c W W 0 Q 0 X =" W -_ 0 0 O Q Q O p _ Cl a. O Cn c O 0 N W Q - 0 N ' = Q Q W N_ W -= t0 J' N cr C'• - p tw N_ W W O r 7 R W l W W W -= J- o l ( 0 W fl N C i3 lSt tWi+ g p 0 O 0 9 0 2- O !% g t9 ' 0 0 1 W N c s O O . T R 3 ` 0 O J ' t l W O W Q Q to - 6 Q fl Isi Q 6 t0 ZI O O 3 O , C' 0 N s + m W N 0 = .= r = s 0 = p CP 0 3 W ^' N N .-+ s' p 0= W N o to fl Q 3 N Q O 3 N W .+ w N a, D 0 N O W Q - CCPOfl = Q c_ s O_ Q N 1 1 . N O 3 .- F - ( S 0 = 6 N •- p O N - 0 N O O N 0 < Q 5' O N 0 071 0 Q 0 c O l0 0 O= W . lJ 0 3 - 6 6l W J= W o. O Q 0 0 N S Cp Q 3 O- 3 ( 0 0 .-. Q N .- r = O W O 0 N N 3 Q Q f p Q W W s0-' 0 J O N W _ S 0 0 CO N 0 W p . W- F ( ( p CWjf fl = C1 J .- Q W Q O- . O c c ( W N 1 - @ t0 0 = c LQ i N Q Q CD _ Q - Q 0_ O N = .+- - 3, 0 Od q Cp n W Q R to „ cP O < = p Q N l N 0 N Q p p g Q Q _ N - n O N o O j = O = Q 0 0 LE 3 N 0 T Q = Q l3? + N N Cft = lD Q s s W Q fi Q s W W N i W Q W = 71 Q j ,.., r'. Q N 0 N N lfl 3 Q X Q Q - n O fl Q W= N N Qtlt_ W N O Q c W Q n N= cWi. Q CW„ _ W Q t9 -= W Q O t0 CO N - 6 C fl c. - ( p l . 0 0 to t9 - n 3 O coil ac 0 . N+ cp W Q - a T W lfl J O N O Q o C' 4JIa N00 W N N Q m W D W= I E Q W 3 t-. n N W n Q 0 i 6 S% 0 O 3 3 cn CP : O m s Q W .+ s < "" 6 s c s T= 0 Cp CO Q Q 6 CS W 0 t9 O 9. " N c Q N N 0 3 Q. c O- W .-- r ' Q f 0 Ci c 0 0 0- t9 N N W c S W = f 6 1 Q fl J Q O O J W Q N OG J Y. n 3 X fl J (\ O O Q c N t0 = G• fl N N Q t0 N Q N s 3 l0 > > 0 3 W ( p • N Q N O u' Cp Q 3 Q W t0 c fl X l E3 ' 0 43 . - ci dal W 0- c Z N Zi o W . O= C+ n p s W 0 S p 71 C O " s 9 .- F N N C30 = s O o Cb' N W6 N Q N fl D p Q Q p Q N 9 t0 0 ( j N p - Q = fl 3 J 9 fl- 0" W J 0 _ = l W 3 O - W N Q Q O C j D . N.,. uJ+ Q - O N C _ 43 E 1 n l c W Q- O _ (] N 3 N 0 J C Q J G 1 Q Q D ( 0 f p_ ( l O _ .- Y W O . - O c Q 3 fl fl Q - Q Q p Q 3 - fl 0- ' fl W fl 0 s s W Q ' c O ,.. F - n Q W J = = 3 = O 6 6 c rs O N W Ct l. St h t0 sa - fl - O = W_- W p N Q 9 N Cp LA. N 9 W ' fl - c.. fl fl fl W O @ E 0®® Q Z 0 Q W Cp Cp O Q p p C W N W t9 Qb 0,- r" N • 0+." s n N 3 fl Q , c 0 1S+ - CP O= i Q _ t 3+ 0 Q Q W - 0 s J= 7t- % ZP_ 3 O .- F W +- W W 9 W y. fl s 0 N N 6 = N Q N 9 - W W O - gyp 6 N ' s. O Ss N= W= 3 Zip W 6 N= 0 c Q Q 0 s N Q .+ N J - 0 cf t10 s Nst9 N C9 C j. Qc- T S W 1 y O O O Min N O c N 3 M c N 3 Q c W c - 0 -; j 2 O 1+ O W N C Q 0 C9z 3' 0 Tl n con n O W Q Ei+ IS 0v vt0 0 W W 0 Q 0 W 0 CO - 0 0 f u+ 0= 0 Q - O W N Cp `_ " 6 = c 0 Q J> cr Q W 0 p Q N .-- = s W - ry - N l S N O cQj, 0 CO W CC C• t N 3 -+ O N Q FD c 4 W W= s= CD Q O - O Q N N N CAD fl CS' W 0 t9 N N = O , t W D W Q W W •- C' N N i . W Q CO N fl= ._= r Q N CD N` fl ZO., fl 6 W= t0 c rr J O N N N= O to 0 0 Q 3 . N O cr N Q -+ a N Q sue+- O Q% - 6 3 N "- X W aQr 0 1 43 G Q 1 - 3= Q . p, - s 3 l 0 ( p N W 7r 0 O Q - ILS, 6- t0 t. Q F+ p W t l 9 O CWp ( p N Chi W W W 0 = .' J 3 N tit O N J 1 W - O O` O` 131 W W N N N N fl ( n 6 fl C7 fl rq Q F. Q- p rn F% P- p p a- fl x n ( n fl fl N to R rnp W< oto Q rn fl<< c+ — r ( rn' 3< o + g rn s C D . . _ n3 n q = cWn ( i lW0 C0 cWil W 7Q 0 ( O Q . Op W is i0 W o Q ( 0 n to p BCD rn N O O _' . N- F cr cr O N CD _' FOT = O ` l . ' D "- w- O R N O W O N c 0 0 Q fl a i- etc Q = O 0- 0 0 n 3 c0 Q Q QQ O N c 3 O to i cam+" % OL tfl 2 Q fl Q C+ N fl 0 .. r ' s - s O .-- W c= i= CC, 0 Q N X Q ( wO '. s .- F cn m W • N N 0 3 4LIi0 R 3 71 N 1 (Np N N N W W n R O d j N N LQ i Nj N N Q W J O O = 0 - 0 3 _. - a cn - c= i+ O Q W W C, - 0 J - c - 0 0 Q li Q = W = ^: J 3 O- Q Q Cp J W • T . N-' 0 R . R tQ fl O O N W 0 mt rs fl 3 0 W t- Q o m l 6tfl lNp R N to 0 R Q S . O fl O O W - 0 f N fl T. = O F'- N p W 0 p Q o o WQ_ - p a ( Dye CO j 3S Q O CWn Cap N Q fl , Q 6 W Cl r N• - - X3 +' < N O- W 3 ' C i 3 dr W 43 W 3 W 0 fl- W fl N O a W , . fl W fl Q tc O - 6 tO 3 O : 0 tc iX 3 n 71 n . g O- n W_ O O 0 W O' t J Q IsI c W== 0 c = CpQL W n Q Q N 3 aT c+ Q - s Q W O tQ s+ N Q O p b 3 = I = O tQ t0 N t9 0 t` sj - Lto0) rsO fl M. RrnN . 7 N t0 L to Q N ,..,_ N 0 o N W 3 W fl N N O O Cp Q 3 O= S 99 O GO (< p C, Q 3 3 fl 3 N 3 Cp n 4 Q- _ W 0 N - 5J- 1t O S 3 = W Cp W O n O W C t W W 0 0 n _ 0 O O? fl l0 N C. C3- n OW s fl 0AD 3 t00 S t9 W aP R N 0 0 6 = N 0 N 0 = C0i Q ( O Cp 0 Q R N o- W t j T. O j Cp ' Q 13 O Q N 0 C' . to CD 0 0 Q W W CD J fl to Qb C% ink- W Q a 0 W O s C' m m N W g J N W CN R O Cn t9 0 fl. W O - O lQ O O Q(° f to 71 kn w w w O— W kn 1, 3 W 0 Z1 g o x C0 t mot W O dp S Q W 13 Q fl• c0- r_- O 43 Q 9 d 0 LO N N pp O 0 X s fl N C37 O 43 CV O 0J to N N Es In toN D Z rn W N N N W kn W n 0 Q t9. - 0- 0 ( W 3tQ O Q W O 0 0 ' g to tam o W 3 N sa 23 sn O `-• s 0 t0 N t0 O fl: Ct n J ( l p ; = CO =_ O 43 43 W< 0 W 0" Q W W W a. c c. c 3 W cWil s 0 Q 0 W R Qs C •. r W J W J N W Q sp O fl +. N' 0 S. '. 3 Q 0 0 W o Q ` Cfj W LE --_ W p a O Q N 0 J O 43 2 - 4- C' 43 fl 7c 3 Q i n ( D O N J N j U Q o fl O< Cp .-.- _ O 0 - r fl o R W 43. N- F 3 Ts. t J W C% c 0= 9 O N Q Q N t9 0 J> > W Q N W l0 Q Q` Cep CD tc W l 0 9 7' sl cr_ O 0 - C 4 ( 1 ( 0_ % Q < lT7 p fl - 3 fl p o - K5 p Q N s Q N < Q N W v 0 0 cCn c cT z C N N m o 0 p Eau Claire office AfRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A. M. STRUCTURAL ENGINEERING Al 0 n m CORNER OF HART BLVD AND RIVERVIEW DR NE 112East Maple Street• R" verFa" s, w 54022 Phone ( 715) 426- 4930 • Fax ( 715) 426- 4899 0 A MONTICELLO, MINNESOTA 55362 0 o o3n-' ems p fl" n_ r 5+ O l J Z 10- 3 ' c O O3JU O0- 1R 50. 0 J 1 O R 0 N iOs, Q thQOi N I® 03 D 0 o P 1 x N? Y - 7/ 1/ 2019 4: 45: 01 PM BIM 360:// Monticello Senior Housing/ 08186600 Monticello_ ARGH_ V2. rvt CONSTRUCTION SET p N O n V I Cn ' 1 y L m T m m N Cn GO o x m o Z< Z E N E TI p 0 1 D m - D r O m o O W D w I N Dr 8r Z _ v wo - p N m N N i in TTrr< nA G1% nD mm cDN< OmD 0' ZCl) 0 --- - L 1O D n F rI? O(® mz TMOmOACnD O°r— o v aR[ ETX-1rE nmmZc coEMm o Llr ti m Im m N 1E< ® N D O O n 100 0 WR N a a O O C r x rn C) r O W S w w O Z r N r 1 u Ic rr CD II fITUI IV ' O 1 1 1 w o N _ x r C Z O v77 CAI 0 G o of REF. 000 g o REF. REF. C m Z p FQ r c W o o ca I 4 0 n n o j o - tea o CPT5 o c w r S n C too 0 REF. REF = Q 00 I REF. REF. o° o U C c CZ w CPT5 0 0 ti C L n W j O O r rn Q o v o Z REF. o o 00 07TUF REF. Cn g o rfi o Cal I II II II I II u u u u u u\ I I 1 1 III II II IItlII II II II II III 1 0 11 11 11 II II II II II II II I I I I I II II II II II II I! II I! II I O lJ o o REF. r Z_ S 0 T G r C Duo L o o o H T m ti L O o Dv T o N C rn rn o EauClaire Office 3433 Oakwood Hills Parkway Eau Claire, Wlscwnsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING A R D m m 9872 HART BOULEVARD m MONTICELLO, MINNESOTA 55362 0 I 711/ 2019 4: 45: 14 PM BIM 360: 1/ Monticello Senior Housing/ 08186600 Monticello— ARCH— V2. rvt 0 1 C N co O r u 0 n c m o Z z c = l w t z Z D o _ y0$ ____ - m I 1 fl 1 fl fl fl fl 0 o N II I II Y Y II fl N 1 0 J I I I II 1 1 II I l l y o rn m z D n n v ; 0 V ' N i O c z 0 IV o Z C x v iao O = C, R DYLo r mz - 0 CPTS W W D I D o W W U 0 m . D m < z 07wm S jz 0 Q m v to ca rD w 0 _ r 0 0 C Z v n Z Z 0 N y NIA X m A 0 O ° I j j ®® n x 171 TTm c, _ E D r=> ^ l- V Y' D r CPT5 < o D n r o r n s rtCl Pllll _ t i1 ® Z m v m r 0 c 3 x A n c Ell W 2n j y 3. m 01 PTS Q o n D v n Ck2 4ri- 1- 1 tp w 0 F0 o c o ®_ 9 j z j o 0 I^ 11 o III I O g ® y o o nv o n v s o 1f ICTI I 1('' TIlIAI CCT J V 19 V 1 1 % V V I I V I Y V L I rA„ o 111 A o C c Illllllllls rn M oe o co rn o Eau Claire Office AVMS 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT ( 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING n mm 9872 HART BOULEVARD co MONTICELLO, MINNESOTA 55362LLLLti C) 0 z x G) m z imp - Umm m mm - oZA N a rnmoc jp- N rmm A2 mZp << p frl O n x T mm z CD 7/ 1/ 2019 4: 45: 32 PM BIM 360:// Monticello Senior Housing/ 08186600 Monticello_ ARCH_ V2. rvt CONSTRUCTION SE7 U) O v z Dn T m R L AOpirk Dz N o 0 IV v 0) o Eau Claire Office AIRES 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 ASSOCIATES River Falls Office THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 WRITTEN PERMISSION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING Dm m 9872 HART BOULEVARD n MONTICELLO, MINNESOTA 55362 A Z M c v o o x mz Ovm oO y yc> m ma: D 00 IDcnm0-0oilmOmOzTO O ( n a z A 7/ 1/ 2019 4: 45: 45 PM BIM 360:// Monticello Senior Housing/ 08186600 Monticello_ ARCH_ V2. rvt Eau Claire Office Ims 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 C IATES River Falls Office TED ON THE DRAWINGS ARE THE PROPERTY 215 N. Second Street Suite 204 ITS ARE RESERVED. NO DESIGNS OR PLANS River Falls, Wisconsin 54022 D IN ANY FORM OR BY ANY MEANS WITHOUT 715) 426- 4908 SION OF AYRES ASSOCIATES. MONTICELLO SENIOR LIVING nrm 9872 HART BOULEVARD m MONTICELLO, MINNESOTA 55362 Z v m0 myz r- iD rnvm mz M M Z 0 0= n m m — 40iOm m = D — 1 O O Cn Z N rn m > cn0 p Z< G O rr O p 65 A _ T in m if) O X z A 7/ 1/ 2019 4: 46: 02 PM BIM 360:// Monticello Senior Housing/ 08186600 Monticello ARCH V2. rvt p p p p 2 Cn Cn ® Ql II I n O O m D 0 < m m < 0 m m c c m ON 0 N r D D Ng I TI [] 0 x - Cn z 0 c _ N Z m w r r r D D W W i Z ` o 0 GrG n O j N N 0 2 0„ 0 r w N C m D c0 N .< r n o ci X a V r ic 72 A N ITET Our- Z _ X o w COD L C m j EZ q Ll Li S r n n Z o Z O < 0 REF. 0 0 0 Oo0 EF p REF. o o J EF. ES, N O o W o p — p 0 n 0 h o 0 CPT5 I p W REF. EF. f v w D O° O d w r 00 000000 r9 r 0 000 EF. REF. o° o l- J C o Z Cu) r N i o 0 C) w p p CPT5 O n 0 0 n o < O 0 o C) o w p n o I o o o0 REF. o° o EF. p p N /' fI O m O W I I I I I I I p I I I 1 I I I I I I I I I I I I I I I I p O° O LJ o EF. 0 r Z 0 o ; 0 C5 o r m o m p z 0 o o ^ o p O m co o o I — 0 GUNS I h< UU I IUN 5F I n Q1 11'- 7112" 0 rn o o m c D 0 q O T 0 rnrn N a o AV tES ASSOCIATES THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIVING K Dm m 9872 HART BOULEVARD n MONTICELLO, MINNESOTA 55362 Z 7/ 1/ 20194: 46: 16 PM BIM 360: 1/ Monti0ell0 Senior A` 11 r w CONSTRUCTION SET oxminO m a o o O YYYODW z N o s w co o AfRES ASSOCIATES THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIVING nm m 9872 HART BOULEVARD m MONTICELLO, MINNESOTA 55362 Z mV5y z o m 7705s0> a a D cn m m D 00 m z N D cn m 0< O Im rn mZ{< mp f'n p 0 O A v mm Oz m nmcu i s 0. 10." rrv1 ouvl aay. ulvlonuceuo oenlor riousin9Nol tf66uu D D W W W m W W p( pWJJ m D.) D D D ND D Nam DDDDD D D m W m W pm pNm pm D ND D D NmDSW m m mm m m WA WW DW D D D D D D D D D D A D C3i OVW SWN Nm 24 D N D D N D Dm DA DO AA D D D D mW m m D D8 O ppD Dp D8 D S D—_> S pD W W W fDil O W V T VOI A O S W N N W D fV cn a mA m 2O r DO 1 D xxD r mo C zn 2 D m n i x D x D rr DcZ m rrT mr rrt x D W x 7 x D co D T - C'> - rn fn r V) D x OT T c Z COm- m m 2 Orrmm 2 2 rn AA rDC 2 W1 c W v G) m Z 2 c) r O opo O l7 W c 0 m Cn r y rn m D n m Z aC) m m iT77 rD DC< O v O m p O r; O O v O W m D v O m z C7 p m r S t7 m m r O mr m Z m Dp p F O? r m r O p r C<< Dm r- 0 2 -- 1 O Z v r 7 n m m m G< n D Z D n D n C) z m Om O T A v C I x 2 2 2 n p m T1 m Z= O13rn z C) - v. O i7 m m m I m m O r G7 G) G7 fr1 m ml W m m< Zi z< C7 Tl p X 1 r1r Dm m Z t7 rT2Xrr F ZZmDrrD2Z) F= W? CG) nry Zn T1XOarA 7pr pr2m z2p D C)- mn nAT O mp( n yt zZOz G< D ITO nD? KmmmppDpp D7777` T< Dn DODO mK fr D mm G) KOO m mA T r p' C7r r< G7GM W r DZZpxr Opo rZ< M2.-( O7ZC WWDDz2m O- prZZ m m W m T1 n O m m 1 alpo rnW n' m(7'O O O O o< Cnp( 7 0 O OOoOOOOC C 71O7 W WOL do Ci71dop p p p p p n1 C7 t7 O- i p r i C- i1 D3mA N A n- 1 fD W w cn n n A o r 1 p-i ti 1 Oi v< Gov I v< v< G< N N N S v G 7 G< v< C7 C) O O p<< C7 n0 55q O v< O O J O LJ C7 C) O 00 OV Op v n n O O Ci O O C7 0 0 O O 2 O m CD fD 1V p W LJ W O iN w N N N w Ia Q N N Y> Y ti 1 I G<< 0 1-' 1 p V p p p p V p p p<< p C7 O O ( 7 I O G n C7 rmi O> W co N V 1 V 1 V N N iN 1 N I N N N N N> G G cry D3 N N N N W O N J O m An r GD G m G) G7 0 G1 G') D G D G7 G< C) C) DD 0 G) O D 0p Op Wj' W jD v v p 0 O D v O D D D O D D D D G G7 D D G G) G G7 GG7C p O Co v ImWWvO vp O v 33 a 0 0' 0 o v mvG) v0 vG) vO O v OG m mmDDDm mrO LE mx T 0 Z] O Dto Z z z Gn 7C 2 m Gn co C) m m 00 C.' c C) r 0 w V O - O 9 V w vi cn o O p v n O w W V ooz. m 1 1 I i 1 0j C O 71 OI O ' D 0 V O 0 O 0 0 O V W W OD Qo m V 1 1 71 1 i 1 Ti 1 O G m Ul VS W W 1r' O p Z 0i 17v1 0 i0pv_. O S i 0 VN- 0 S vV S c- 0 A 74 O W 1 Ti1 1$ 1 O V O COcins n l l 71 1iD Oc N W O) 0 J Drry> w w mWOmWn o 0 n W 00 0 cu 0 m T, 0 0 0 0 0 n p 1 0 ti T p 1 p is 1> 7 7 10 OD W pp r 7 V i w 7- 1 a i b b 1 H O O V V C7K, VI 71O] 7- 1 Cn b b Q b N N n 1 1 1 74W W W 5" N N yw a w W r 1 74 i W W w U 1 0i A v c o A r y -' ti 1 1 w 5 in 5 m O 0 0 Q W t:. a C y o 1 C to O W to W r I- 0 V p i i 1 i 1 T z v C7 i n rr- 1" Ci I I 1 i I 1 i I 1 1 1 - 1 1 1 m O O O Iv IV o O m C`2i Cf2 1 O O W w NW NW W O O O D O N D G` z co 7 A m O 0 0 v T O O O O C C D v y v p f m 0- 1 D_ m p A C C z m m c m 0 0 D p Cm7 74 m 1zD zi CD z_ i mz z c z z D a D D D p r m m py- v z n O O 7 O A' T a O T- T j m zZ z mz O N mz z m ^ n n m m p z i m z m O O Z y zG) oy O z Oi y 00 O m O co T m z m DCn LL O m C m 0 0 z0 CONSTRUCTION SET C z C z C C Z Cz Cz C z CK CC C Z Cz n C C) z C z Cz C z Cz C z C z z C z Cz C z n C om z C Z CZ C C C C C C C Z CZ C Z C Z Cz C C z z i may+ z-- I z I -- I z q i 1 q ti q i z Z Z Z Z Z z z r Z X_ C C q v p Z k$ r 7C x 2 2 x x 2 6 rn d 6 W rn a W W D m m- 6 N_ cWi p= Fin m 000000000000v v v v v v v v v Cl C7v C) v C) v nv n v nv nv n nv C) v o v 7o ov ov nv o v o v O v O nv ov o v o v nv o o O T 1 1 1 71 1 i 1 r 1 1 i N 1 1 i i i v v v 71 r O C 2ryfin- n J< G A< Dr D mm 3D m Dr G v< G) 0 vm G) vm C) 0 G7 v 0 v G7 v< G7 G7 v G) G7 G) O 0 O G7 G) G7 G) v v G<v G<v 0v G<v vG 0 m<v v v v m o C00 0 m v DO v W 0 v v vv v v v vWmvv v< vmmvvmvmv IOU m m W vG< Zm o v v v v v v v v v v v v v o v v o v v o v v v o v v v v mz. x n T1 v 0 3 a CA m m Z A x y n C m m mvcr m 2 z c I 2 D r r m a F o c r DZr m m m a r r O 33 mzHm 9 o z o y C Z N m y 90 O ao m m oc S m AVMS ASSOCIATES THE DESIGNS AND PLANS INDICATED ON THE DRAWINGS ARE THE PROPERTY OF AYRES ASSOCIATES. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN PERMISSION OF AYRES ASSOCIATES. Eau Claire Office 3433 Oakwood Hills Parkway Eau Claire, Wisconsin 54701 715) 834- 3161 River Falls Office 215 N. Second Street Suite 204 River Falls, Wisconsin 54022 715) 426- 4908 MONTICELLO SENIOR LIVING 9872 HART BOULEVARD MONTICELLO, MINNESOTA 55362 D D m zc M o zm Z D pDCnm m S.— r z 0 m DjRo p Cn 110- 0 N xD- 4vo D m p C j Z0 rn i0mpD A 7m- 0 x OpT R1m Z 055