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February 5, 2024 Agenda Packet
A 1.44.014,737,7$?fo?elbayap?stnuocca?dna?00.0$?fo?sesahcrup?tnemtsevni?gnidulcni?44.014,737,7$fo?tnuoma?eht?ni?,4202?,5?yraurbeF?rof?stnemesrubsid?latot?fo?gnitsil?eht?gnivorppA??.srotceriD?fo?draoB ?uaeruB?srotisiVdna?noitnevnoC/retneC?civiC?oyaM?eht?ot?rakahbarP?leumaS?fo?tnemtnioppa?eht?gnivorppA??.licnuoC?ytiC?eht?fodrocer?laiciffo?eht?sa?gniteem?licnuoC?,4202?,22?yraunaJ?eht?fo?oediv?dna?se tunim?eht?gnitpeccA?????????ecnaigellA?fo?egdelP??.sdeen?ytilibissecca?ruoyssucsid?ot?)0092-823-705(?DDT/YTT?ro?)0092-823-705(?enohpelet?ro?)vog.nmretsehcor@krelcytic(?liameaiv?gniteem?licnuoC?eht?er ofeb?syad?ssenisub?2?tsael?ta?eciffo?s’krelC?ytiC?eht?tcatnoc?esaelp?,gniteemlicnuoC?ytiC?eht?ni?etapicitrap?ylluf?ot?noitadommocca?elbanosaer?a?eriuqer?dna?ytilibasid?a?evah?uoy?fI?720261?:edocssaP? ?????2918?1454?219?:DI?ranibeW???????9976-626-213-1?:llaC???:mooZ?aiv?netsiL?dna?ni?enohpeleT BYZnGO2/yl.tib//:sptth?:mooZ?aiv?netsiL?&?hctaW?881?ro?081?slennahC?no?VT?elbaC?:gniteeM?weiV ES?teertS?ht4?151?,rebmahC?licnuoC?retneC?tnemnrevoG?:nosreP?ni?gniteeM?eht?dnettA?:gniteeM?eht?gniweiV?dna?gnidnettA??.m.p?00:64202?,5?yraurbeFnoisseS?ralugeR?-?licnuoC?ytiCadnegA?licnuoC?ytiC4202? ,5?yraurbeF?rof?elbayaP?stnuoccA.3.F?tnemtnioppA?draoB?uaeruB?srotisiV?&?noitnevnoC?/?retneC?civiC?oyaM.2.F4202?,22?yraunaJ?fo?gniteeM?licnuoC?ytiC?eht?rof?setuniM.1.F adnegA?tnesnoC.FadnegA?fo?redrO .EtropeR?s'royaM.DtropeR?s'rotartsinimdA?ytiC.CllaC?lloR/redrO?ot?llaC.B??.emit?siht?ta?elbaliava?ton?si?noitapicitrap?lautriV?.etapicitrap?ot?syaw?lanoitiddarof?senilediug?tnemmoC?nepO?weiV?.gniteem ?eht?erofeb?setuniM?03?nosreP?nI?pu-ngiS.1.A.enilno?senilediug?doirep?tnemmoc?nepo?eht?weiV doireP?tnemmoC?nepO. F 2.2964J?.oN?tcejorP?-?ES?tS?ht02?ot?htuos?neht?daorliaR?)PC(cificaP?naidanaC?ot?ES?evA?dr3?morf?ES?tS?ht61?gnola?htaP?esU?itluM?tcurtsnoc?ot?03.325,095$rof?gnikcurT?&?gnitavacxE?dlaregztiF?htiw?tca rtnoc?a?gnivorppa?noituloseR?a?gnitpodA?.)erawtfoS?weiveR?ecnamrofreP(?tcennoC?SIRH?negolaHdna?ecnamrofreP?ecapStnelaT?abaS?ot?ssecca?deunitnoc?rof?,5202?,3?.naJ?-?4202?,4?.naJmorf?17.006,06$?fo?tnuo ma?eht?ni?,.cnI?erawtfoS?abaS/enotsrenroC?htiw?tcartnoc?a?gnizirohtuA?.1437J?.oNtcejorP?-?tcejorP?noitcurtsnoceR?yawdaorB?htroN?eht?rof?sdib?rof?tnemesitrevda?dna?gnizirohtuA??.tnemeganaM?teelF?esirp retnE?hguorht?desahcrup?ro?,desael?,deriuqcaera?taht?selcihev?ecilop?fo?rebmun?eht?fo?noisnapxe?eht?gnizirohtua?noituloseR?a?gnitpodA?.1?esahP?-?stnemtsevnI?diA?ytefaS?cilbuP?fo?esu?eht?rof?noitulose R?a?gnitpodA?.ytiuqE?yaP?tnemnrevoG?lacoL?-?0293?retpahCseluR?atosenniM?htiw?ecnadrocca?ni?tegduB?dna?tnemeganaM?fo?tnemtrapeD?atosenniM?foetatS?eht?ot?dettimbus?saw?taht?retsehcoR?fo?ytiC?eht?rof?tr opeR?ytiuqE?yaP?4202?eht?gnivorppA?.tropeR?launnA?retneC?lacideM?noitanitseD?3202?eht?gnivorppa?noituloseR?a?gnitpodA?.4202?,12?hcraM?evitceffe?,retsehcoRfo?ytiC?eht?rof?rotceriD?skroW?cilbuP?txen?eh t?sa?reyemeiN?relyT?fo?tnemtnioppa?eht?gnivorppA?.dedeen?sa?segduj?noitcele?lanoitidda?tnioppa?ot?krelC?ytiC?eht?gnizirohtua?dna?noitcelE?yramirPnoitanimoN?laitnediserP?,4202?,5?hcraM?eht?rof?segduj? noitcele?gnivorppa?noituloseR?a?gnitpodA?.stnemtraped?larrefer?yb?slavorppa?lluf?dna?noitamrofnideriuqer?lla?fo?noissimbus?ot?tcejbus?,stimrep?dna?sesnecil?wen?no?snoitca?dednemmocereht?gnidulcni?,de tneserp?sa?troper?esnecil?lluf?eht?gnivorppa?noituloseR?a?gnitpodA?.noituloseRdehcatta?eht?fo?2?.oN?metI?ni?detsil?stcejorp?evitca?dnuf?ot?stnuoma?detats?eht?refsnartot?dna?;01.11?noitceS?,retrahC?yt iC?eht?ot?tnausrup?sdnuf?gnirrefsnart?dna?,stcejorp?cificepsnihtiw?sesahp?detelpmoc?ro?,stcejorp?tnemevorpmi?detelpmoc?gnisolc?noituloseR?a?gnitpodA?2964J.oN?tcejorP?-?ES?tS?ht02?ot?htuoS?neht?daorli aR?cificaP?naidanaC?ot?ES?evA?dr3?morf?EStS?ht61?gnola?htaP?esU?itluM?tcurtsnoC?ot?gnikcurT?&?gnitavacxE?dlaregztiF?htiw?tcartnoC.41.FerawtfoS?tnemeganaM?ecnamrofreP?rof?.cnI?erawtfoS?abaS/enotsrenro C?htiw?tcartnoC.31.F1437J?.oN?tcejorP?-?retneC?noitaerceRot?ekaL?revliS?morf?tcejorP?noitcurtsnoceR?yawdaorB?htroN?-?tnemesitrevdA?diB.21.F?selciheV?eciloP?fo?esaeL?rof?margorP?tnemeganaM?teelF?esirp retnE?eht?fo?noisnapxE.11.F1?esahP?snoitacollA?diA?ytefaS?cilbuP?emiT-enO?rof?tnemdnemA?tegduB?.01.FtegduB?dna?tnemeganaM?fo?tnemtrapeD?atosenniM?eht?ot?tropeR?ytiuqE?yaP?4202.9.FerutalsigeL?eht?ot?t ropeR?launnA?retneC?lacideM?noitanitseD?3202.8.FrotceriD?skroW?cilbuP?weN?fo?tnemtnioppA.7.F?noitcelE?yramirP?noitanimoN?laitnediserP?,4202?,5?hcraM?eht?rof?segduJ?noitcelE.6.F4202?,5?yraurbeF?rof?st imreP?dna?sesneciL.5.FsdnuF?fo?refsnarT?launnA-imeS?-?stcejorP?latipaC.4. F 3.WN?riC?emoR?fo?tsew?detacol?,stoltuo?owt?dna?stol?laitnediser?83?otniserca?6.82?fo?noisividbus?eht?rof?,snoitidnoc?ruof?htiw?,dnoceS?lliH?ycreM?sa?nwonk?eb?ot?,CLLdnalmraF?yb?TALP020-3202DC?.oN?n oisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA?.snoitaretla?dnal?laitnatsbusrof?,CLL?dnalmraF?yb?PUI200-3202DC?.oN?timreP?esU?miretnI?gnivorppa?noituloseR?a?gnitpodA?.EN?dR?keerC?revliS?dna?EN rD?elcriC?tsaE?fo?noitcesretni?eht?fo?tsaehtron?detacol?,stoltuo?eerht?dna?stol?laitnediser?231?otniserca?19.71?fo?noisividbus?eht?rof?,snoitidnoc?xis?htiw?,egalliV?yrutneC?sa?nwonk?eb?ot?,enyaPregoR ?yb?TALP120-3202DC?.oN?noisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA?.EN?dR?keerC?revliS?dna?EN?rDelcriC?tsaE?fo?noitcesretni?eht?fo?tsaehtron?detacol?,stoltuo?owt?dna?stol?laitnediser?44?ot ni?serca08.44?fo?noisividbus?eht?rof?,snoitidnoc?neves?htiw?,htruoF?yellaV?yrutneC?sa?nwonk?eb?ot?,enyaPregoR?yb?TALP220-3202DC?.oN?noisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA????.emit?sih t?ta?elbaliava?ton?si?noitapicitrap?lautriV?.etapicitrap?ot?syaw?lanoitiddarof?senilediug?gniraeH?cilbuP?weiV?.gniteem?eht?erofeb?setuniM?03?nosreP?nI?pu-ngiS??.enilno?senilediug?gniraeh?cilbup?eht?w eiV senilediuG?gniraeH?cilbuP??.gnidaer?tsrif?a?rof?noitpircsedlagel?detcerroc?eht?htiw?ecnanidrO?desiver?eht?eraperp?ot?yenrottA?ytiC?eht?gnitceriD?.2?.3202?,02?rebmevoN?no?detpodadna?licnuoC?yb?dev orppa?ylsuoiverp?,WN?evA?ht73?fo?tsew?dna?WN?tS?ht56?fo?htuosdetacol?,etis?erca-31.5?eht?fo?noitpircsed?lagel?detcerroc?a?etaroprocni?ot?,seinapmoCreieM?yb?,XNA500-3202DC?.oN?noitacilppA?ecnanidrO?yb ?noitaxennA?desiver?a?gnivorppA?.1?.yaw-fo-thgir?ESdR?doowtsaE?gnittuba?ytreporp?sti?fo?egatnorf?eritne?eht?gnola?seitilicaf?nairtsedep?fo?noitallatsnieht?erusne?ot?,CLL?,renwO?ytleF?no?stalF?htiw?tn emeerga?seitilicaf?nairtsedep?a?gnizirohtuA?.1437J?.oN?tcejorP?–?tcejorPnoitcurtsnoceR?yawdaorB?htroN?eht?rof?)199510346247?dna?581610446247?.soN?DIP(?slecrapdenwO-ytiC?revo?tnemesaE?yaW?fo?thgiR?tne namreP?fo?noitaralceD?eht?fo?noitucexe?gnizirohtuA?dnoceS?lliHycreM?sa?nwonk?eb?ot?,CLL?dnalmraF?yb?TALP020-3202DC?.oN?noisividbuS?dnaL?rojaM.4.GsnoitaretlAdnaL?laitnatsbuS?rof?wollA?ot?,CLL?dnalmraF ?yb?PUI200-3202DC.oN?timreP?esU?miretnI.3.GegalliVyrutneC?sa?nwonk?eb?ot?,enyaP?regoR?yb?TALP120-3202DC?.oN?noisividbuS?dnaL?rojaM.2.GhtruoF?yellaVyrutneC?sa?nwonk?eb?ot?,enyaP?regoR?yb?TALP220-3202D C?.oN?noisividbuS?dnaL?rojaM.1.G sgniraeH?cilbuP.G seinapmoC?reieM?yb?XNA500-3202DC?.oN?noitacilppA?ecnanidrO?yb?noitaxennA?desiveR.71.FCLL?,renwO?ytleF?no?stalF?-?tnemeergA?seitilicaF?nairtsedeP.61. F1437J?.oN?tcejorP?-?slecraP?denwO-ytiC?revo?tnemesaEyaW-fo-thgiR?tnenamreP?fo?noitaralceD?tcejorP?noitcurtsnoceR?yawdaorB?htroN.51. G 4???.secaps?cilbup?ytiC?ni?gnipmac?hcus?otdetaler?ytirohtua?tnemecrofne?)DPR(?tnemtrapeD?eciloP?retsehcoR?gnivig?dna?,syaw-fo-thgir?ytiCdna?ytreporp?ytiC?no?gnipmac?detibihorp?fo?tnemhsilbatse?eht? ot?gnitaler?secnanidrO?fo?edoCretsehcoR?eht?fo?51-8?noitceS?gnitaerc?ecnanidrO?na?fo?gnidaer?tsrif?eht?gnilif?dna?gnivieceR??.gninoz)ytisned?muidem(?3R?rof?aera?eht?etangised?dna?,yradnuob?lapicinum? s'ytiC?eht?otni?,WN?evAht73?fo?tsew?dna?WN?tS?ht56?fo?htuos?detacol?,etis?erca-31.5?a?etaroprocni?ot?,seinapmoC?reieMyb?,XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?fo?gnidaeR?tsriF?eht?gniliF?dna?gniv ieceR????.semoh?ylimaf?elgnis?gnidivorp?fo?ssergorp?eht?no?troperylhtnom?a?edivorp?ot?setammaet?ytiC?gnitseuqer?)AIC(?noitcA?detaitinI?licnuoC?a?gniredisnoC????.gnidaer?tsrif?a?rof?ecnanidrO?na?erape rp?ot?yenrottA?ytiC?eht?gnitceriD?.2?.secaps?cilbup?ytiC?ni?gnipmac?hcus?ot?detalerytirohtua?tnemecrofne?)DPR(?tnemtrapeD?eciloP?retsehcoR?gnivig?dna?,syaw-fo-thgirytiC?dna?ytreporp?ytiC?no?gnipmac?d etibihorp?fo?tnemhsilbatse?eht?ot?gnitaler?secnanidrOfo?edoC?retsehcoR?eht?fo?51-8?noitceS?gnitaerc?ecnanidrO?desoporp?a?gnivorppA?.1?.7387J?.oN?tcejorP?-?WN?tS?ht01?ot?WN?tS?ht7?morf?WN?evA?ht7?fo?n oitcurtsnoceR?rof?,4202,4?hcraM?no?gniraeh?cilbup?a?gnittes?dna?tropeR?ytilibisaeF?eht?gniviecer?noituloseR?a?gnitpodA???.dradnats?ytirgetni?cirotsih?lamrof?a?gniteemfo?sseldrager?,snel?tseretni?cite htsea?ro?citsitra?,larutluc?euqinu?ro?laiceps?a?hguorhtytinummoc?eht?ot?tnatropmi?sa?ezingocer?ot?tnaw?yam?ytiC?eht?taht?erutuf?eht?ni?seitreporpcilbup?rehto?dna?kraP?dleiF?lairomeM?sreidloS?rof?ytre porP?noitavresnoC?larutluC?asa?nwonk?yrogetac?noitangised?lanoitidda?na?etaerc?ot?noitpo?na?gniredisnoc?,ylevitanretlA?.2?ro?;noitadnemmocerdias?troppus?ot?esoohc?licnuoC?eht?dluohs?ecnanidro?na?htiw ?nruter?ot?yenrottAytiC?eht?gnitcerid?,dna?kramdnal?cirotsih?a?sa?kraP?dleiF?lairomeM?sreidloS?etangisedot?)CPH(?noissimmoC?noitavreserP?egatireH?eht?yb?noitadnemmocer?a?gniredisnoC?.1?sgnidaeR?dnoce S?ecnanidrO.K syaW-fo-thgiR?ytiC?dna?ytreporP?ytiC?no?gnipmaC?gnitibihorP?ecnanidrO?desoporP.2.JseinapmoC?reieM?yb?XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA.1.J sgnidaeR?tsriF?ecnanidrO.J atosenniM?,retsehcoRni?semoH?ylimaF?elgniS?gnidivorP?fo?ssergorP?eht?no?licnuoC?ytiC?eht?gnimrofnI.1.I snoitcA?detaitinI?licnuoC.I syaW-fo-thgiR?ytiC?dna?ytreporP?ytiC?no?gnipmaC?gnitibihorP?ecnanid rO?desoporP.2.H7387J?.oN?tcejorP?-?WN?tS?ht01?ot?WN?tS?ht7?morf?WN?evA?ht7?fo?noitcurtsnoceR.1.H snoitadnemmoceR?dna?stropeR.H kramdnaL?otnoissimmoC?noitavreserP?egatireH?morf?noitadnemmoceR?-?kraP?d leiF?lairomeM?sreidloS.5. K 5????.secnanidrO?fo?edoC?retsehcoR?eht?ni?licnuoC?nommoC?eht?ybdetpoda?sa?airetirc?dehsilbatse?eht?teem?taht?ylevitartsinimda?sesnecil?suoirav?eussi?ot?eengisedrieht?ro?krelC?ytiC?eht?gnizirohtua?, 81-9?,01-9?,11-8?,01-8?,2-8?,91-5?,61-5?,51-5?,5-5?,4-5?,2-5,4-4?,3-4?,5-3?,4-3?snoitceS?secnanidrO?fo?edoC?retsehcoR?ot?stnemdnema?ecnanidrO?gnitpodA?tnemnruojdA.NssenisuB?rehtO.MsmetI?delbaT.L stimrePdna?sesneciL?deificepS?fo?ecnaussI?evitartsinimdA?gnizirohtuA?stnemdnemA?ecnanidrO.1. Open Comment 6 cityclerk@rochestermn.gov2900 or -328-Questions? Contact the City Clerk’s Office: 507 . citycouncil@rochestermn.govan email to the full Council at Send ✓ .Council Members –City Council website under find their email addresses on the City’s –an email to your individual Councilmember Send ✓ Rochester, MN 55904 201 4th St SE, Ste 135 City Clerk -City of Rochester an open comment In the mail to: Send ✓ .and give it to the Clerk person at the Council Meeting-a written open comment form in out Fill ✓ ity Council prior to the meeting that day.your comment will be distributed to the Cand publiccomment@rochestermn.govthe City by Noon on the day of the meeting Email ✓ following contact methods are also available: public comment, or you would prefer to submit your comments through a different medium, the person to provide -If you are unable to attend invirtual participation is not available. 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Open Comment Period is limited to 2 ✓ ines apply: The following speaker guidel hoice. Council on a topic of their cy provides the community with an opportunity to address the Cit Open Comment Period The Participation GuidelinesOpen Comment Period Period M 7 4202?,22?yraunaJ?rof?setuniM?TFARD:stnemhcattA egroFaL?lehcaR:yB?deraperP?.emit?siht?ta?detseggus?snoitca?evitanretla?oN:)s(noitcA?evitanretlA?.troper?ot?tcapmi?lacsif?oN:tcapmI?ecruoseR?&?lacsiF ?.gniteem?hcae?rof?detpoda?era?setuniM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.stnemucod?licnuoC?laiciffo?ot?ssecca?fo?esae?dna?ycnerapsnartetomorp?ot?wal?yb?deriuqer?sa?krelC?ytiC?eht?yb?d ehsilbup?dna?detpecca?era?gniteem?yreve?rof?setuniM:tcapmI?IED?&?snoitaredisnoC?yciloP ytiuqE?laicoSsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.licnuoC?ytiC?retsehcoR?eht?fo?drocer?laiciffo ?eht?era?setuniM?ehT:evitarraN?tropeR?.licnuoC?ytiCeht?fo?drocer?laiciffo?eht?sa?gniteem?licnuoC?,4202?,22?yraunaJ?eht?fo?oediv?dna?setunim?eht?gnitpeccA:detseuqeR?noitcA???1.F4202,22?yraunaJ?fo?gnit eeM?licnuoC?ytiC?eht?rof?setuniM NOITCA?ROF?TSEUQER reltsieG?ylleK:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAkrelC?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE City Council 8 llaC lloR/redrO ot llaC)B Speaker 2 Handout was closed.periodent commpublic open the speak, to wished who persons other o nHearing 3. Judy Powers 1. Barry Skolnick to speak.calledwere persons following the and opened was period comment public openThe Open Comment Period Guidelines available at this time. notis participation irtual Vparticipate. to ways additional for guidelines entCommOpen iew Vmeeting. the re befoMinutes 30 Person In Sign-up A.1) doireP tnemmoC nepO)A ision, Principles, and PrioritiesV retsehcoR fo ytiC eht rof seitiroirP dna ,selpicnirP ,noisiV ecnaigellA fo egdelP :gniteeM eht gniweiV dna gnidnettA PresentBrooke Carlson StatusAttendee NameMINUTESCity Council ACITY OF ROCHESTER, MINNESOT - January 22, 2024 Molly Dennis 9 mprehensiveCothe nding ame 010-24No. Resolution Adopted Act:Official arious Locations for January 22, 2024 Parking Restriction Changes in V.3)F Cover Page 1.56 and accounts payable of $10,440,304.92.$15,603,21ofs purchaseinvestment including $26,043,516.48 of nt amouthe in 2024, 22,January for total of listing the Approved Act:Official Accounts Payable for January 22, 2024 .2)F DRAFT Minutes for January 8, 2024 Cover Page ficial record of the City Council.Council meeting as the of2024,8, January the of video and minutes the Accepted Act:Official Minutes for the City Council Meeting of January 8, 2024 .1)F adnegA tnesnoC)F Motion to Approve the Order of Agenda adnegA fo redrO)E s Report for January 22, 2024’Mayor tropeR s’royaM)D s Report for January 22, 2024’City Administrator tropeR s’rotartsinimdA ytiC)C APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Dennis, Molly Carlson, Brooke YES:A Shaun Palmer SECONDER:Patrick Keane MOVER:PresentKim NortonPresentPatrick KeanePresentPresentahlNorman WPresentKelly Rae KirkpatrickPresentShaun PalmerPresent T 10 Cover Page .and Commercial Dr SW 40th of quadrant northeast the in land City of ance conveythe for Inc. rip,TKwik with Agreement Purchase to an of eptance accrized Autho 2. consolidated and redeveloped as one parcel.to intended is it but district the in not are which parcels owned City other adjoinproperties these as District Improvement ransportation TCreek Willow the fromSW Street 40th of north and DriveCommerical of therly soulying 3ck BloLot and Block Lot 3, Block Lot of portions the Removed 1. Official Act: St SW and Commercial Dr SW 40thof Quadrant Northeast the in Land City Purchase to fer of Acceptance .7)F Cover Page .$50, and $20 dollars to the Rochester Police Department Animal Shelter$500,of donations accepting 012-24No. Resolution Adopted Act:Official Animal Shelter DepartmentPolice Rochester the to llars $20 and $50, $500, of Donations .6)F Cover Page renamed the International Relations Committee)(to Committee fairs International the of firmed Reaf Act:Official International Relations Committee) therenamed be (to Committee fairs fAInternational the of firmation Reaf.5)F Cover Page by referral departments.valsapprofull and information required of submission to subject permits, andlicenses new on actions mended recomthe including presented, as reportlicense full the approving 1-24Resolution No. 01 Adopted Official Act: Licenses and Permits for January 22, 2024 .4)F Map - 2nd St SW - 300 block Map - 2nd St NW - 100 block ve S - 10 blockMap - Broadway A Cover Page streets.variouson restrictions parking amend to Book Resolution Parking fic raf 11 Location Map - 40th St SW iola HeightsLocation Map - V Cover Page Heights and 40th St SW properties for sale.iolaVCity's the list to 2024, 1, July througGroup Estate Real Hamilton withcontract listing exclusive an of execution Authorized Act:Official Owned Property Cityfor Group Estate Real Hamilton with Agreement Listing Exclusive .10)F Cover Page 17.042.“quick take” procedure under Minn. Stat. § 1theusing including purchased, timely be cannot that itions Acquisthe take to proceedingsdomain eminent commence to City the of behalf on necessary reasonablysteps all take shall gnee desihis or Attorney City The 5. 15% above the approved appraised value.thangreater no amounts in $50,000, abovvalue total with Acquisitions of,takingthe settle and purchase, tly direcmay Administrator City 4. takings of, minor Acquisitions with a total value of $50,000 or less; the settleand purchase, directly may DirectorInitiatives Strategic 3. 17.042;Stat. § 1Acquisitions for the purposes of using the “quick take” procedure under Minn.thefor values appraised the approve may inistrator AdmCity he T2. eminent domain;exercisthe through necessaryif andpurchase direct by Acquisitions theof ownership City’the secure shall agents and ficers City Proper 1. authorized:are actionsfollowing the that and J8707, No. Project nsit TRapid Bus Link theofurtherance in purpose public for and necessary is cquisitions Athe asserting that City ownership ofResolution No. 014-24 Adopted Official Act: ransit - Project No. J8707 Property Acquisition: Link Bus Rapid T.9)F Cover Page fected property owners.damages to the afawardingand location cartway the establishing Order Cartway Final andFindings the approving 013-24No. on esolutiR Adopted Act:Official Final Cartway Order for Neeser-Higgins Petition .8)F fer for Purchase of City LandAgreement - Of Map - Property Location 12 Cover Page 14.Rehabilitation - Project No. J1treetSSeal Chip 2024 the for a.m. 1:00 1at 2024, 5, March on opening bidscheduling and bids for advertisement the horized Aut Act:Official 14 Bid Advertisement: 2024 Chip Seal Street Rehabilitation - Project No. J1.14)F Location Map - 2024 Overlay Street Rehabilitation - Project No. J1 Bid Advertisement - 2024 Overlay Street Rehabilitation - Project No. J1 Cover Page 15.Rehabilitation - Project No. J1treetSOverlay 2024 for a.m. 1:00 1at 2024, 5, March on opening bidscheduling and bids for advertisement the horized Aut Act:Official 15 Bid Advertisement: 2024 Overlay Street Rehabilitation - Project No. J1.13)F Forceask TChildren Against Crimes rnet InteMinnesota of State Agreement Cover Page ask Force.Crimes Against Children TInternetMinnesota the in participating of purpose the for Minnesota of State the withAgreement Powers Joint into entering (RPD) DepartmenPolice Rochesterthe supporting 016-24No. Resolution Adopted Act:Official Powers Agreement JointForce ask TChildren Against CrimeInternet Minnesota of State .12)F esthill Dr SWownship Resolution - WRochester T esthill Dr SW Map - W Cover Page ownship.Dr SW to be performed by the TesthillWof portion specified of maintenance for ownship Tthe to payments maintenanceroad for ownship) T(the ownship TRochester with Agreement Memorandum and 015-24No. olution Res JointAdopted Act:Official esthill Dr SW Road Maintenance for WownshipTRochester with Agreement of Memorandum and Resolution Joint F Exclusive Listing Contract - 40th St SW iola HeightsExclusive Listing Contract - V 13 RCA&Contract Services Management king Par2022-2026 Agreement 2021 Cover Page performance incentives.related (KPIs) Indicators Performance Key new establishing Corporation PlusSP with Contract Services Management Parking 2022-2026 the amendment an authorizing 017-24No. Resolution Adopted Act:Official 2022-2026 Parking Management Services Contract Amendment .17)F Plant Expansion - Project No. J1037 CenterCivic Mayo Solutions chanical Midwest 77965 No. Proposal DBET phase 2-get BudCity 2024-25 the to Amendments 006-24 No. Resolution Exhibit Cover Page J1037.No.Project Phase ransition, TEnergy Building Downtown the related materialsexempt tax sales owner-purchased for $2,658,436 of amount thein Solutions Mechanical Midwest with contract Authorized Official Act: J1037 No. ProjectPhase Hall City Energy Building Downtown ward: AContract .16)F Roof Replacements - Project No. J1036Center Rec Rochester of Report Photo Co. Garland The Report Condition J1036No.Project Replacements Roof Center Recreation Replacement Roof nterRecreation Sheet Information Plan mprovement ICapital Exhibit Cover Page Replacements - Project No. J1036.RoofCenter Recreation the for 2024, 15, February on opening bidconducting and bids for advertisement Authorized Act:Official Recreation Center Roof Replacements - Project No. J1036 ReplacementRoof Center Recreation Rochester Advertisement: Bid .15)F Bid Advertisement - 2024 Chip Seal Rehabilitation - Project No. J1 Location Map - 2024 Chip Seal Street Rehabilitation - Project No. J1 Amended 14 program.pilotservice microtransit the in use for $581,250 of mount athe in chargingand vehicles seven of purchase a Authorized Act:Official ehicle Purchase for Microtransit Service Pilot Program V.21)F gineEnFire Impel Pierce of Purchase - EmergencyMacQueen - appropriation and a 100% prepaid payment option.safetypublic state the from funds of amount the inengine fire Impel Pierce (1)one of rchase puthe A Act:Official Purchase of Pierce Impel Fire Engine .20)F Update - Project No. J6601PlanMgmt ater WSurface Comp the of II Phase for ces ServiEngineering &Planning for Inc. Resources, Oliver and Emmons - Contract J6601.No.Project - Update Plan Management ater WSurface Comprehensive theof II Phase to related rvices seengineering and planning for 2024,31, March through $38,792.53 of t amounthe in (EOR) Inc. Resources, Oliverand Emmons with contract a Authorized Act:Official Management Plan Update - Project No. J6601 aterWSurface Comprehensive the of II Phase for Services En& Planningfor Inc. Resources, Oliver and Emmons with ent AmendmContract .19)F No. J7849est Zumbro WZ-02-1021 - ProjectContract - Sanitary Sewer Improvements W J7849.No.Project - WZ-02-1021 Zumbro est WImprovements Sewer Sanitary the ofdesign the for $55,530 exceed to not t amounan in WHKS with ServicesProfessional the to contract a Authorized Official Act: est Zumbro WZ-02-1021 - Project No. J7849 WImprovementsSewer Sanitary for WHKS with No.1 Contract .18)F with Revised KPIstractConServices Management Parking - Quote - Rochester Blazer EV 2024 Chev Blazer EV A 15 required.ifs, acquisitionright-of-way and osts, cinspection and design all cost, constructionineligible including costs ect projthe of share local the guarantee andsecure to commitment a including application grant the administering andfiling in behalf City's the on act to Engineer City theized Author2. use trails and associated crossing improvements and pedestrian ramps.red-shaof construction the for use to Program Infrastructure ransportation TActiveState the from funds grant for application an of sponsorship andsupport City's the acknowledging 018-24No. Resolution Adopted 1. Official Act: ransportation Infrastructure Program TctiveAState the from Funds Grant Utilizing Project a for upport SCouncil .25)F reatment Project UpdateTSolidsand Liquid Plant Reclamation ter aW- Memorandum 2024 , 4January Cover Page 1.J441No. Project - Upgrade reatment TSolids and Liquid Plant Reclamation aterWRochester the for Proposals d anQualifications (CMAR) Risk At ManagerConstruction for advertise to request the Authorized Act:Official 1 J441No.Project - Upgrade Solids and Liquid Plant Reclamation ater WRochester .24)F ransit - Project No. J8707Rapid TLinkfor Services Management Construction - Qualifications For Request Cover Page ransit Project - CIP No. 8707the Link Rapid Tdeliverand close-out construction to design review to nt agreemeservices professionala as Services Management Construction for (RFP) Proposals forRequest a to ponses resof solicitation the horized Aut Act:Official ransit Project No. J8707 Construction Management Services for Link Rapid T.23)F rap ImprovementsQuote -Police Range Bullet T Cover Page argets, for the Rochester Police Department Range.TS Tfrom ASystem,rap TBullet Range Police a of rchase puthe Authorized Official Act: argets TS Trap System from APurchase of Police Range Bullet T.22)F Quote - Rochester Sienna Hybrid TWD 2L MOVER:16 prohibitswhich 3.027, creating Rule ome HRochester of City theto dment amenoposed pra Act ficial Of Act:Official Serve on the Charter CommissionCannotficeholder Of- 3.027. Creating Amendment Proposed G.1) sgniraeH cilbuP)G Public Hearing Guidelines .emit siht ta elbaliava ton si noitapicitraplautriV .etapicitrap ot syaw lanoitidda rof senilediug gniraeHcilbuP weiV .gniteem eht erofeb setuniM 03 nosreP nI pu-ngiS senilediuG gniraeH cilbuP .26..1 through FMotion to Approve in Block Items F Location Map - 2023-24 Safe Routes to School Grant Project Cover Page required.ifs, acquisitionright-of-way and osts, cinspection and design all cost, constructionineligible including costs ect projthe of share local the guarantee andsecure to commitment a including application grant the administering andfiling in behalf City's the on act to Engineer City theized Author2. pedestrian safety at 31st St NW near John Adams Middle School.andto ramps pedestrian ADA-compliant and improvements singcrosof construction the for use to nfrastructure ISchool toRoutes Safe State the from funds grant for application an of sponsorship andCity's the acknowledging 019-24No. Resolution 1. Official Act: Routes to School Infrastructure Program SafeState the from Funds Grant Utilizing a for upport S.26)F ransportation Grant Project Location Map - 2023-24 Active T Cover Page APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A ahl SECONDER:Shaun Palmer MOVER:17 itageHerthe of member a as and behalf own his on speaking , HublyMark 9. 8. Shawn FaganDuncan illianGand of ehalf bon speaking Fagan, lle Miche7. 6. Gil Strand5. Lindsey Powers4. Stefanie Coutley3. Luna Snater2. Phoenix Snater1. Abe Stuckey speak.tocalled were following the d anopened was public The oodward presented the item.2. Community Development Director Irene WLundgren presented the item.Patterson-Molly Coordinator Preservation Heritage and Design Urban 1. .February 2019 with updated cover,udyStDesignation Historic Local District, Historic Commercial Downtown thein detailed integrity historic and significance historic for findings on based first a for Ordinance an to Attorney City the Directed 2. related financial assistance program minus the tax abatement, and andDistrict Landmark Historic proposed the of designation the Authorized 1. Official Act: Downtown Commercial Historic District - Landmark DesignationG.2) questions about the item.Spindler-Krage Attorney City vote, the and motion the Motion to Approve the Item. Proposed Amendment - Home Rule Charter 3.027 Cover Page the public hearing was closed.speak,to wished who no aring Hewas hearingc publiThe 1. City Attorney Michael Spindler-Krage presented the item. Commission.Charterthe on simultaneously from of APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A Mark Bransford SECONDER:Shaun Palmer MOVER:18 uneJon agenda City the to return will item the information, this With and property values (e.g. streetscaping, lighting, parking).enthistorical the would that district the to improvements to owners property downtown fected afthe with Meet 2) fer to the legislatively allowed restoration of buildings; andthat DMC may ofportsupfinancial concrete on Center Destination with ork W ) 1 f members proposed Historic District until such time that city stafsterRochea of designation the authon vote a postpone to Motion Motion to not designate the historic district. Letter - Rochester Downtown District 2024 SHPO Historic Commercial Downtown 2019 - Cover d Updateh witStudy Cover Page item.theabout questions answered WDirector pment DeveloCommunity answered questions about the item.Patterson-LundgrenCoordinator Preservation Heritage and Design Urban City Administrator Alison Zelms spoke to the item.Deputy City Administrator Cindy Steinhauser spoke to the item. Exhibit HPC Review Process publicthe to responded WDirector Development Community and Patterson-LundgrenCoordinator Preservation Heritage and Design Urban closed.waspublic the speak, to wished who other no 14. Amy Garrettson13. John Kreuselof the Rochester Downtown Alliance (RDA)membera as not and behalf own her n ospeaking Harrington, K12. 1. Barry Skolnick110. Sean KettlekampPreservation Commission 5\]DENIED \[2 - :TRESUL ahl, Mark BransfordKirkpatrick,Rae elly KMolly Carlson, Brooke YS:NA, Patrick KeaneShaun Palmer YES:A Shaun Palmer SECONDER:Patrick Keane MOVER:19 andbusinesses, District of customers for free viding pro, wayeachfic trafof lane one making as (such programs other such and asuch for DMC the by permission and of requested buildings torichisof rehabilitation the for grants ofawarding the would that fundDMC a being their on contingent s programassistance ancial finandDistrict Landmark Historic proposed theof designation the izing Author1. Motion to buildings requested of and permission granted by the DMC.of rehabilitation the for grants of award the would that District and related financial assistance programs contingent on DMC fundingarkLandmHistoric proposed the of n designatiothe authorize to Motion City Clerk Geistler answered a procedural question. question.uralproceda Geistler Clerk City asked Steinhauser Administrator ity CDeputy City Clerk Geistler answered a procedural question. The meeting reconvened. The meeting went into recess. Steinhauser answered questions about the item.AdministratorCity Deputy vote, the and continue to motion the was out of order and was withdrawn. statedas motion The the of clarification for asked ClerkCity the designation of the proposed Historic District contingent upon.authorizingon vote to move to Amend to moved irkpatrick Kember M City Attorney Michael Spindler-Krage spoke to the motion.City Clerk Kelly Geistler spoke to the motion. 5\]DENIED \[2 - :TRESUL ahl, Mark BransfordKirkpatrick,Rae elly KMolly Carlson, Brooke YS:NA, Patrick KeaneShaun Palmer YES:A Mark Bransford SECONDER:Kelly Rae Kirkpatrick MOVER:5\]DENIED \[2 - :TRESUL Mark Bransford, Patrick KeaneKirkpatrick,Rae elly K, PalmerShaun Carlson, Brooke YS:NA ahlMolly Dennis, Norman W YES:A Molly Dennis SECONDER:ahl MOVER:20 City Attorney Michael Spindler-Krage spoke to the motion to amend. and property values (e.g. streetscaping, lighting, parking).enthistorical the would that district the to improvements ntifyideto owners property downtown fected afthe with et Me 2. fer to the legislatively allowed restoration of buildings; andDMC may ofthatfinancial concrete on Center tination Deswith ork W 1. related financial assistance program, and andDistrict Landmark Historic pthe of designation the Authorizing Motion to amend the motion: 02:39:12.timestampthe at found be can which of result the ve, incentiabatement tax theeliminate to below motion other anwith combined was motion This .Downtown Commercial Historic District, Local Historic Designation Studythein detailed integrity historic and significance historic for findings onbased first a for Ordinance an to Attorney City the Directing 2. related financial assistance program, andandDistrict Landmark Historic proposed theof designation the izing Author1. Council Member Kirkpatrick:byseconded a made Bransford Member - Note motion.the tospoke Zelms Administrator City vote, the and motion the .February 2019 with an updated coverStudyDesignation Historic Local trict, DisHistoric Commercial Downtown thein detailed integrity historic and significance historical for findings on sedbafirst a for ordinance an to Attorney City the Direct 2. neighborhood for input before being submitted to the Council.theand owners property with meet should Administration The this ofapproval the of months two within ng meetia n ion voted district) an to conducive streetscape a and design lighting implementing 4\]DENIED \[3 - :TRESUL KeanePatrickBransford, Mark , Palmerhaun SCBrooke YS:NA ahlMolly Dennis, Kelly Rae Kirkpatrick, Norman W YES:A Kelly Rae Kirkpatrick SECONDER:Molly Dennis MOVER:5\]DENIED \[2 - :TRESUL Bransford, Patrick KeaneMarkahl, WNorman , PalmerShaun CBrooke YS:NA Molly Dennis, Kelly Rae Kirkpatrick YES:A Mark Bransford SECONDER:Kelly Rae Kirkpatrick MOVER:21 The meeting went into recess. .February 2019 with updated cover,StudyDesignation Historic Local District, Historic Commercial Downtown thein detailed integrity historic and significance historic for findings onbased first a for Ordinance an repare pto Attorney City the ting Direc 2. and related financial assistance program minus the tax abatement, and strictDiLandmark Historic proposed the of designation e thrizing Autho 1. Motion to Motion to reconsider the vote. City Clerk Geistler clarified procedure. understood approval included.thefrom incentive abatement tax the remove to amendment Bransford thewith packet the in requested as tem ithe for was motion the t thaaudio, overcaptured not but vote, the before directly President ouncil Cthe byd restateas consensus a under ating operwas The Note: s Clerk’ f minus the tax abatement.that has been presented to us by stafamsprograssistance financial the all to motion he tamend to Motion City Clerk Geistler clarified a point of procedure. Krage and City Administrator Zelms asked for clarification.Spindler-Attorney City vote, the nd aamend to motion the 3\]APPROVED \[4 - :TRESUL ahl, Patrick Keane, Norman WShaun Palmer YS:NA BransfordMarkKirkpatrick, Rae Kelly Molly Carlson, Brooke YES:A Mark Bransford SECONDER:Molly Dennis MOVER:1\]APPROVED \[6 - :TRESUL Shaun Palmer YS:NA ahl, Mark Bransford, Patrick KeaneKirkpatrick,Rae elly KMolly Carlson, Brooke YES:A Mark Bransford SECONDER:Molly Dennis MOVER:4\]DENIED \[3 - :TRESUL ahl, Patrick Keane, Norman WMolly Dennis, Shaun Palmer YS:NA Brooke Carlson, Kelly Rae Kirkpatrick, Mark Bransford YES:A Kelly Rae Kirkpatrick SECONDER:Mark Bransford MOVER:22 2024-25 Recommended Operating Budget and gave it a first reading.thein outlined as Department Sransit T& a establishing cesOrdinanof Code Rochester the of 2-19 apter Chcting enaand amendment Ordinance proposed a filed and Received Official Act: Services DepartmentnsitraT& the Establishing Amendment nce OrdinaProposed J.1) sgnidaeR tsriF ecnanidrO)J snoitcA detaitinI licnuoC)I Adopting a Resolution setting a public hearing on February 21, 2024.and SWve A4th of Reconstruction on Report Feasibility the Accept toMotion SW - Project No. J7845St14th and SW ve A4th of Sections of Reconstruction - Report Feasibility Project No. J7845- SW St 14th and SW ve A4th of Sections of construction Re- Map Location Cover Page answered questions.anditem the presented Dombrovski Dillon orks WPublic of Director Deputy1. Utilities (RPU) Project Number IO#7013343) - Project No. J7845.PublicRochester property M) (STEMathematics and Engineering, ,echnologyTScience, Rochester the to SW ve A4th fromSW St 14th and SWSt 16th to SW St 14th from SW ve A4th of Reconstruction for 2024, 21,February on public a 020-24No. Resolution 2. Project No. J7845; and-IO#7013343) Number (RPU property STEM Rochester theto SW ve A4th from SW St 14th and SW St 16th to SW St 14th fromSW ve A4th of Reconstruction on Report easibility Fthe Accepted 1. Official Act: J7845No.- SW St 14th and SW ve A4th of Sections of Reconstruction H.1) snoitadnemmoceR dna stropeR)H The meeting reconvened.APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A Patrick Keane SECONDER:Shaun Palmer MOVER:23 smetI delbaT)L Motion to Approve the item. Cover Page City Attorney Michael Spindler-Krage gave the second reading. Schedule.FeeMaster 024 2the blishing esta Ordinance No. 4510 Adopted Official Act: 2024 Master Fee ScheduleK.2) Motion to Approve the Item. Cover Page City Attorney Michael Spindler-Krage gave the second reading. plan as well as reinforce equity through zoning.comprehensivethe of goals the will R-2x to rezoning the where core, the near of rezoning the for CD2023-009ZC No. Change ZoneInitiated City approving 4509No. Ordinance Act:Official Downtown CoretheNear for City the by CD2023-009ZCNo. Change Zone K.1) sgnidaeR dnoceS ecnanidrO)K Services DepartmentransitT& the Establishing Amendment - Ordinance Proposed Cover Page City Attorney Michael Spindler-Krage gave the first reading. APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A Shaun Palmer SECONDER:Patrick Keane MOVER:APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A Shaun Palmer SECONDER:Patrick Keane MOVER:24 .cityclerk@rochestermn.govfice at (507) 328-2900 or emailplease contact the City Clerk's OfIf you need assistance finding information about an item on this agenda, City Clerk Kelly K. Geistler __________________________________ Motion to Adjourn. tnemnruojdA)N City Administrator Alison Zelms answered questions from Council. ssenisuB rehtO)M APPROVED \[UNANIMOUS\]:TRESUL ahl, Mark Bransford, Patrick KeaneKirkpatrick, Norman WRaeKelly , PalmerShaun Molly Carlson, Brooke YES:A Kelly Rae Kirkpatrick SECONDER:Shaun Palmer M 25.ytilibisnopser?yraicudif?rieht?hguorht?uaeruB?srotisiV?dna?noitnevnoC/retneCciviC?oyaM?eht?fo?erutcurts?ecnanrevog?eht?fo?thgisrevo?dna?ytiunitnoc?erussa?lliw?tnemtnioppA:tcapmI?IED?&?snoitaredi snoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiF:selpicnirP?lanoitadnuoF?&?seitiroirP?.draob?gninrevog?eht?fo?esoprup?eht?htiw?llew?ngila?ytisrevid?rof?eulav?dna?,evitcepsrep?tnediserdna?ssenisub?a ?morf?retsehcoR?fo?egdelwonk?,tnempoleved?cigetarts?gnidiug?ecneirepxe?,nemucassenisub?siH??.MBI?ta?slicnuoc?ytisrevid?tsrif?eht?fo?eno?fo?redael?a?saw?eh?emit?hcihw?gnirud?,retsehcoRni?MBI?ta?reerac ?raey-92?a?gnirud?pihsredael?evitucexe?sih?hguorht?stcejorp?fo?tnemecnavda?cigetartseht?htiw?ecneirepxe?sa?llew?sa?,sdraob?tiforpnon?rehto?no?gnivres?ecneirepxe?sah?rakahbarP?.rM?,rehtruF?.srotisiv?d na?stnediser?ot?evitcartta?eb?lliw?taht?stnevedna?smargorp?tnemelpmi?dna?,etatilicaf?,etaerc?pleh?ot?,srotisiv?ot?noitanitsed?eht?fo?htworg?eht?gnitekramni?secaf?retsehcoR?ecneirepxE?seussi?eht?fo?gn idnatsrednu?sih?etubirtnoc?ot?erised?a?setacidni?eh?,osod?oT??.srotisiv?dna?snezitic?ot?ecivres?evorpmi?ot?eunitnoc?retneC?civiC?eht?dna?retsehcoR?pleh?ot?eriseda?detacidni?rakahbarP?.rM?,tnemtnioppa ?eht?rof?ssecorp?weivretni?dna?noitacilppa?eht?tuohguorhT?.sdeenssenisub?nredom?rof?snoitulos?etaerc?ot?ygolonhcet?decnavda?gnizilitu?dna?smaet?ediwdlrow?gnidaelecneirepxe?evitucexe?sah?dna?sraey?04? rof?retsehcoR?ni?devil?sah?rakahbarP?.rM?-?rakahbarP?leumaS??.smret?lanoitidda?rof?elbigile?eb?dluow?eetnioppa?eht?nehw,4202?ni?mret?eht?fo?dne?eht?hguorht?ycnacav?eht?llif?dluow?tnemtnioppa?dednemmo cer?sihT?.rebmemeht?yb?tnemyolpme?fo?egnahc?a?ot?eud?mret?eht?fo?dne?eht?erofeb?detacav?saw?hcihw?,draoB?ehtno?ycnacav?eno?yltnerruc?si?erehT?.tnemeriuqer?siht?fo?erawa?era?srebmem?eht?dna?,sgniteem? eht?fo?%08dnetta?ot?deriuqer?era?srebmem?draoB?.stimil?ytiC?eht?ni?detacol?si?taht?ssenisub?a?rof?krow?ro?ytiC?ehtni?evil?rehtie?dluohs?srebmeM?.draoB?eht?no?oiciffo-xe?sa?sevres?rotartsinimdA?ytiC?e hT?.srebmem?oiciffo-xe?owt?dna?srebmem?gnitov?evif?fo?desirpmoc?si?draoB?ehT?.rotartsinimdA?ytiC?eht?yb?noitadnemmocera?no?desab?srebmeM?draoB?gnitnioppa?rof?elbisnopser?si?licnuoC?ytiC?eht?,swalyB?e ht?ot?gnidroccA:evitarraN?tropeR?.srotceriD?fo?draoB?uaeruBsrotisiV?dna?noitnevnoC/retneC?civiC?oyaM?eht?ot?rakahbarP?leumaS?fo?tnemtnioppa?eht?gnivorppA:detseuqeR?noitcA???2.F?tnemtnioppA?draoBuaeru B?srotisiV?&?noitnevnoC?/?retneC?civiC?oyaM NOITCA?ROF?TSEUQER smleZ?nosilA:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAnoitartsinimdA?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 26:stnemhcattA smleZ?nosilA:yB?deraperP?.emit?siht?ta?detseggus?si?noitca?evitanretla?oN:)s(noitcA?evitanretlA.tcapmi?ecruoser?ro?lacsif?oN:tcapmI?ecruoseR?&?lacsiF?.meti?siht?ot?detaler?stca?evita lsigel?roirp?on?era?erehT:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roir M 27:stnemhcattA snavE?eeneR:yB?deraperP?.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.noitca?licnuoc?rehto?ro?tegdub?hguorht?,stnuoma?devorppa?ylsuoiverp?fo?tnemyap?rof?si ?sihT:tcapmI?ecruoseR?&?lacsiF.lavorppa?dna?weiver?rof?gniteem?licnuoC?ytiC?yreve?dettimbus?si?troper?A:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.licnuoCytiC?yb?devorppa?eb?smialc?lla?gniriuqe r?172.214?etutats?atosenniM?htiw?ecnailpmoc?ni?si?meti?sihT:tcapmI?IED?&?snoitaredisnoC?yciloP gniviL?ytilauQ?rof?secivreS?ytilauQytilibaniatsuS?&?ytilibisnopseR?lacsiF:selpicnirP?lanoitadnuoF?&?seit iroirP 97404/tnemucoddehsilbupwohs/emoh/vog.nmretsehcor.www//:sptth?:4202?,5?yraurbeF?rof?tropeR?yrammuS?PA77404/tnemucoddehsilbupwohs/emoh/vog.nmretsehcor.www//:sptth:4202?,5?yraurbeF?rof?tropeR?lia teD?PA:troper?siht?fo?gnitnuocca?deliated?erom?a?ees?oT:evitarraN?tropeR.44.014,737,7$?fo?elbayap?stnuocca?dna?00.0$?fo?sesahcrup?tnemtsevni?gnidulcni44.014,737,7$?fo?tnuoma?eht?ni?,4202?,5?yraurbeF? rof?stnemesrubsid?latot?fo?gnitsil?eht?gnivorppA:detseuqeR?noitcA???3.F4202?,5?yraurbeF?rof?elbayaP?stnuoccA NOITCA?ROF?TSEUQER hsirraP?noraA:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAtnemtrapeD?ecnaniF: TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE M 28:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiF:selpicnirP?lanoitadnuoF?&?seitiroirP 83.013,211,21derrefsnarT?sdnuF?latoT00.000,86egdirB71.745,612,2tropriA82.384,481noi tcurtsnoC?cisaB00.000,051noitamalceR?retaW15.909,2noitaerceR00.001,1ciffarT05.693,506,1klawediS24.042,927retaW?dna?reweS00.000,34PIC?noitcurtsnoC-noN00.000,017tnemevorpmIteertS?rojaM63.907,644,1gnidl iuB?dna?dnaL00.000,02lortnoC?doolF41.429,439,4retneClacideM?noitanitseD.83.013,211,21$?fo?tnuoma?derrefsnart?sdnuf?ten?a?rof?,detonsa?sdnuf?edulcni?noituloser?eht?fo?owt?meti?ni?detsil?sa?stcejorp?ev itca?ot?derrefsnart?sdnuf?fo?tnuoma?ehT.01.11?noitceS?,retrahC?ytiC?ot?tnausrup?decnanif?dna?detaerc?erew?sdnuf?tcejorp?ehT?.secnalabticifed?tcejorp?dnuf?ot?srefsnart?ro?secnalab?dednepxenu?eht?fo?sr efsnart?gnizirohtua?dna?,stcejorpcificeps?nihtiw?sesahp?detelpmoc?ro?,stcejorp?detelpmoc?gnisolc?noituloser?deraperp?a?si?dehcattA:evitarraN?tropeR.noituloseR?dehcatta?eht?fo?2?.oN?metI?ni?detsil?stc ejorp?evitca?dnuf?ot?stnuomadetats?eht?refsnart?ot?dna?;01.11?noitceS?,retrahC?ytiC?eht?ot?tnausrup?sdnuf?gnirrefsnart?dna?,stcejorpcificeps?nihtiw?sesahp?detelpmoc?ro?,stcejorp?tnemevorpmi?detelpmoc ?gnisolc?noituloseR?a?gnitpodA:detseuqeR?noitcA???4.FsdnuF?fo?refsnarT?launnA-imeS?-?stcejorP?latipaC NOITCA?ROF?TSEUQER nosrednA?nairB:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAtnemtrapeD?ecnaniF:TPED?G NITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE T 29 stcejorP?tnemevorpmI?latipaC?rof?sdnuF?fo?noitacollA?-?noituloseR:stnemhcattA sirraH?yoJ:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.deton?sA:tcapmI?ecruo seR?&?lacsiF.ssecorp?tegdub?eht?gnirud?devorppa?snalP?tnemevorpmI?latipaC?no?desab?era?dna?yllaunna-imes?noitca?rof?dettimbus?era?esehT?.srefsnarT?tessA?latipaC?devorppa?ylsuoiverp?sah?licnuoC?ytiC?e hT:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.lavorppa?rof?licnuoC?nommoC?eht?ot?dedeen?srefsnartgnisolc/gnidnuf?yna?gnignirb?,sisab?launna-imes?a?no?secnalab?tcejorp?sweiver?tnemtrapeD?ecnani F?eh RESOLUTION306,853.63 J7846Transfer funds from J6505 (ResolvHistoriclDraina) to 20,196.79 Transfer funds from J2201 (StResrfc/Presrvatn w/pci60-(30,596.56)St/SW/M>11AveNE(17St>Si erraLn)784612,025.20 Compliance) to J7842Transfer funds from J4665 (Ped Ramp Repl-ADA 17,435.00 to J7842Transfer funds from J2133 (General Sn/S Main Replcmnt) 39,950.71 J7842Transfer funds from J6505 (ResolvHistoriclDraina) to 229,774.06 Transfer funds from J2201 (StResrfc/Presrvatn w/pci60-(299,184.97)WaterMain&SewerRecon@11Av&Tetn78423,450.51 Compliance) to J7841Transfer funds from J4665 (Ped Ramp Repl-ADA 37,899.70 to J7841Transfer funds from J2133 (General Sn/S Main Replcmnt) 98,346.45 Transfer funds from J2201 (StResrfc/Presrvatn w/pci60-(139,696.66)WaterMain&SewerRecon@20StNW78414,545.75 Compliance) to J7840Transfer funds from J4665 (Ped Ramp Repl-ADA 3,331.76 (ResolvHistoriclDraina) to J7840Trf fnds fr Transfer funds from J6505 12,919.50 to J7840Transfer funds from J2133 (General Sn/S Main Replcmnt) 98,194.42 Transfer funds from J2201 (StResrfc/Presrvatn w/pci60-(118,991.43)WaterMainReconstruction@22StNW7840Sewer and WaterAmountProject DescriptionProjectprojects in section 1.02 below.unexpended balances shall have those balances transferred to the listed local improvementhave been paid. Therefore, these projects shall be discontinued and the projects with The projects listed below have been completed and all costs of said improvements 1.1Section 1. Discontinued Projects1appropriated to the following projects:BE IT RESOLVED by the Common Council of the City of Rochester that funds be Authorizing the Appropriation of Funds to Designated Capital Improvement Projects. Transfer funds from J2133 (General Sn/S Main Replcmnt) 3143,000.00(Downtown Cameras)Transfer funds from J2601 (Tax Abatement) to J2020 202025,000.00J1014 (BioSciBldgDPE system Monitoring)Transfer funds from J2749 (MN Bio Business Center) to 1014AmountProject DescriptionProjectdo not result in the closure of the listed projects.from various sources, these projects shall be funded as summarized below. These transfers The projects listed below are active and in need of funding. Based on documentation 2.1Section 2 Active Projects to be Funded2-Total unexpended balances transferred inAmountProject DescriptionProjectof the completed projects listed in section 1.01 above.The local improvement projects listed below shall receive the unexpended balances 1.2-Total of funds transferred-Subtotal of funds transferred16,504.29ImprovSEDist) to J4720Transfer funds from J4725 (2023Sidewalk&PedRamp(16,504.29)2022SidewalkRpl&Rpr/SafetyInspection4720 37,508.44Transfer funds from 46031 (Parks Operating) to J4719(37,508.44)Schmidt Park Multi-Use Path4719340.25EltonHillDr) to J4717Transfer funds from J7341 (ReconBroadwy14StNE>(340.25)Update Bicycle Master Plan4717Streets, Bridges & Pedestrian Facilities- Subtotal of funds transferred15,608.05Projs) to J7848Transfer funds from J8204 (FutureConstruction-Asmnt (15,608.05)St/SW/M> 16.5StNW(19Ave>21Ave)7848559.92 Compliance) to J7846Transfer funds from J4665 (Ped Ramp Repl-ADA 2,986.22 to J7846 20393286,522.03to J6999 (Airport Equipment)Transfer funds from J6950 (Airport Future Construction) 6999110,125.14to J6942 (Airport Terminal Bldg Imprvm)Transfer funds from J6950 (Airport Future Construction) 69421,843,300.00to J6878 (Cat II ILS-Runway13/31&GPS)Transfer funds from J6950 (Airport Future Construction) 6878176,600.00to J6871 (Airport Master Plan Update)Transfer funds from J6950 (Airport Future Construction) 68711,100.0060-100) to J6374 (Epoxy Pvmnt Mrkgs-VarLocs)Transfer funds from J2201 (StResrfc/Preservation w/pci 6374184,483.2860-100) to J5567 (IntersectnImprov>36AveNW&4PlNW)Transfer funds from J2201 (StResrfc/Preservation w/pci 556720,000.00Construction) to J4899 (Flood Control Ped Lighting)Transfer funds from J4883 (Flood Control Future 4899137,776.00J4725 (2023Sidewlk&PedRampImprSEDist)Transfer funds from J6504 (Renovation of Catch B) to 4725250,000.00Improv SEDist)Compliance) to J4725 (2023Sidewalk&PedRampTr ansfer funds from J4665 (Ped Ramp Repl-ADA 472510,764.00J4722 (Sidewalks>EastSide12AveNW)Transfer funds from J6504 (Renovation of Catch B) to 47223,278.12Compliance) to J4722 (Sidewalks>EastSide12Ave NW)Transfer funds from J4665 (Ped Ramp Repl-ADA 47227,321.9760-100) to J4722 (Sidewalks>EastSide12AveNW)Transfer funds from J2201 (StResrfc/Preservation w/pci 4722200,000.00Compliance) to J4721 (2022 Ped Ramps-Vrs Locations)Transfer funds from J4665 (Ped Ramp Repl-ADA 472140,339.76J4716 (DwntownSidewalkExpEnhancement)Transfer funds from J8608 (DMCC State Match Funds) to 4716955,916.65repair/SafetyInsp)Share) to J4713 (2021 Sidewalk Replacement & Transfer funds from J8307 (Sidewalk Consturction-City 471374,012.40(Sn/SRprERivrRDNEMH10/0050-0063)Transfer funds from 607 Fund (Sewer Utility) to J4410 441075,987.60J4410 (Sn/SRprERivrRDNEMH10/0050-0063)Transfer funds from 609 Fund (Storm Water Utility) to 44102,909.51to J2905 (Kutzky Tennis Center Improvemenets)Transfer funds from J2944 (Repair & Repl Tennis Courts) 2905167,240.42(General Sn/S Main Replcmnt)Transfer funds from 607 Fund (Sewer Utility) to J2133 21331,334,564.76Fnd)Stabi lization) to J2043 (RPL RoofRpr/MajEquip Replc Transfer funds from J2011 (ARP Act -Budget 204387,144.60Stabilization) to J2039 (Library Building Fund)Transfer funds from J2011 (ARP Act -Budget 73413312,112,310.38Total Funds Transferred200,000.00(Recon 55 St NW<CSAH22>50AvTransfer funds from J4844 (MSAS Control Acct) to 9644 964414,803.23St SW) (Construct San Sewer Capacity Bypass 3 Ave SW fr 2nd Transfer funds from J607 (Sanitary Sewer) to J8905 890514,803.23fr 2nd St SW) J8905 (Construct San Sewer Capacity Bypass 3 Ave SW Transfer funds from J8608 (DMCC State Match Funds) to 89052,964,550.50J8904 (Discovery Walk) Transfer funds from J8608 (DMCC State Match Funds) to 890422,366.72(Arrive Rochester Implementation)Transfer funds from J8605 (DMCC Sales Tax) to J8709 8709483,516.02Funds) to J8707 (Rapid Transit)Transfer funds from J8710 (DMCC Transit State Aid 8707322,344.01Funds) to J8707 (Rapid Transit)Transfer funds from J8609 (DMCC County Contrib. 8707209,447.58J8634 (Riverfront Reimagined)Transfer funds from J8608 (DMCC Sate Match Funds) to 863452,276.75J8625 (Heart of the City)Transfer funds from J8608 (DMCC State Match Funds) to 8625359,616.10J8624 (Chateau Theatre Improvements)Transfer funds from J8608 (DMCC State Match Funds) to 8624491,200.00(COR Administrative Costs -DMC)Transfer funds from J8605 (DMCC Sales Tax) to J8601 860168,000.00J7919 (Const6StBridgeOverZumbroRvr)Transfer funds from J8608 (DMCC State Match Funds) to 791917,000.00Replcmnt) to J7844 (Sn/S W/M Ext>Hiawatha Ct NE)Transfer funds from J2133 (General Sn/S Main 7844545,000.00(SubTrkln Sn/S Ext>SnSSA6G)Transfer funds from 607 Fund (Sewer Utility) to J7773 777320,000.00J7344 (Recon>3AveSWbetween4StSW&5StSW)Transfer funds from J8608 (DMCC State Match Funds) to 7344490,000.00EltonHillDr)MNDOT 522) toJ7341 (ReconBroadway14StNE>Transfer funds from J2202 (TH 63 Turnback Funds- PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF34Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 35 tnemeganaM?htworG?&?ycnarbiV?cimonocEsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP???1?-?timreP?tnevE?laicepS?stimreP?tnevE?laicepS 1?-?timreP?gnilbmaG?etiS?-ffO2?-?stimreP?gnilbmaG?laun nA?sesneciL?gnilbmaG?dna?lohoclA?1?-?esneciL?tinU?dooF?eliboM sesneciL?ssenisuB?1?-?esneciL?noitallatsnI?ngiS?2?-?esneciL?niarD?dna?reweS?1?-?esneciL?rellatsnI?retsaM?CAVH?sesneciL?sedarT/srotcartnoC ???.lavorppa?gnilbmaglaunna?na?ro?lavitsef?ytinummoc?a?fo?esac?eht?ni?sa?,yllaudividni?licnuoC?eht?ot?emoc?yam?smeti?esohtro?,ecnanidrO?dednema?eht?fo?trap?ton?erew?taht?detsil?smeti?htiw?raeppaer?ya m?meti?siht?,drawrof?gnioG??.ssecorp?licnuoC?eht?hguorht?etalucric?ot?gnideen?morf?tsil?siht?no?smetieht?fo?tsom?etanimile?lliw?dna?evitceffe?semoceb?ti?,ylcilbup?dehsilbup?dna?,royaM?eht?yb?dengis?s i?,srucconoitpoda?eht?ecnO?.4202?,5?yraurbeF?rof?deludehcs?si?gnidaer?dnoces?ehT?.noitatnemelpmi?dna?noitpodalanif?rof?gnidaer?dnoces?a?deviecer?tey?ton?sah?ecnaussi?evitartsinimda?gniwolla?egnahc?ec nanidrOeht?esuaceb?noituloseR?gnidnopserroc?eht?dna?meti?siht?timbus?ot?seunitnoc?eciffO?s'krelC?ehT:evitarraN?tropeR.stnemtraped?larreferyb?slavorppa?lluf?dna?noitamrofni?deriuqer?lla?fo?noissimbus? ot?tcejbus?,stimrep?dna?sesnecil?wen?nosnoitca?dednemmocer?eht?gnidulcni?,detneserp?sa?troper?esnecil?lluf?eht?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???5.F4202?,5?yraurbeF?rof?stimreP?dna?s esneciL NOITCA?ROF?TSEUQER thgirwtraC?naaitsirhC:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAkrelC?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 36 4202?,5?yraurbeF?rof?stimreP?dna?sesneciL?-?noituloseR:stnemhcattA thgirwtraC?naaitsirhC:yB?deraperP?.emit?siht?ta?dednemmocer?gnieb?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.ssecorp?gnis necil?eht?gniretsinimda?fo?tsoc?eht?fo?noitrop?a?revoc?seef?noitacilppaesneciL?.tegdub?latnemtraped?niam?eciffO?s’krelC?ytiC?eht?rednu?rof?detegdub?si?ytivitca?gnisneciL:tcapmI?ecruoseR?&?lacsiF?.gni daer?tsrif?a?nevig?stnemdnema?ecnanidrO?-?gniteeM?licnuoC?:3202?,8?yraunaJ.devorppa?ssecorp?evitartsinimda?na?ot?weivertimrep?dna?esnecil?gnignahc?stnemdnema?ecnanidrO?desoporP?-?gniteeM?licnuoC?:320 2?,11?rebmeceD:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP??.slamina?dna?,gnilbmag?,lohocla?ot?gnitalerdeussi?sesnecil?fo?thgisrevo?sa?llew?sa?,ytic?eht?nihtiw?sessenisub?detangised?dna?srotcart noc?yb?ytivitcaeht?fo?thgisrevo?hguorht?gnieb-llew?dna?,htlaeh?,ytefas?cilbup?erusne?ot?ecalp?ni?krowemarf?yrotalugereht?ni?secnanidrO?ytiC?yb?debircserp?sa?gnitapicitrap?si?licnuoC?eht?,sesnecil?fo? ecnaussi?eht?gnivorppa?nI:tcapmI?IED?&?snoitaredisnoC?ycilo RESOLUTION 37 Byron Youth Football Association(AG00299)of permit on the designated dates and locations.Recommended Action: Approve the following applications as submitted to the State for issuance ANNUAL GAMBLING PERMITS ALCOHOL AND GAMBLING LICENSESShell’s Kitchen LLC (B00454)period of expiring March 31, 2024.subject to all terms and conditions of Rochester Code of Ordinances Chapter 5-21, for a Recommended Action: Approve the following applications for mobile food unit licenses, MOBILE FOOD UNIT LICENSEBUSINESS LICENSES 330 Elton Hills Dr NWHopkins Enterprises LLC DBA Allegra Rochester (01011)December 31, 2024.termsand conditions of Rochester Code of Ordinances Chapter 5-8, for a period expiring Recommended Action: Approve granting the following Sign Installation Licenses, subject to all SIGN INSTALLATION LICENSE122 S Meridian St, Belle Plaine, MN 56011Cox Construction Inc (01014)7264 Dickman Trail, Inver Grove Heights, MN 55076Nova-Frost Inc (01013)December31, 2024.terms and conditions of Rochester Code of Ordinances Chapter 12-2, for a period expiring Recommended Action: Approve granting the following Sewer and DrainLicenses, subject to all SEWER AND DRAINIvan Lukyanchuk (01010)December 31, 2023.terms and conditions of Rochester Code of Ordinances Chapter 4-3, for a period expiring Recommended Action: Approve granting the following Master Installer Licenses, subject to all HVAC MASTER INSTALLER LICENSE CONTRACTORS/TRADESLICENSES information and full approvals by referral departments. actions be approved on the following licenses and permits, subject to submission of all required BE IT RESOLVED by the Common Council of the City of Rochester that the recommended Hot Chip Burger Bar 38 Road closure to start on February 22, 2024,on 1st Ave SW from West Center Street to 2nd St SWWaive the maximum allowable sound pressure level and require the amplified sound to terminate no p.m.February 23, 2024, from 4:00 p.m. to 10:00 p.m., and February 24, 2024, from 1:00 p.m. to 10:00 1st Ave SW extending from West Center St to the Marriott turnaround, and Chateau TheatrePeace PlazaSocial-ICE 2024Rochester Downtown Alliance (S23-00095L)Ordinances.full approvals by all referral departments and full compliance with the Rochester Code of Recommended Action: Approve the following applications for special event permits, subject to SPECIAL EVENT PERMITS May 17, 20247333 Airport View Dr SWRochester International Event Center (AG24-003L)March 8, 20247333 Airport View Dr SWRochester International Event Center (AG24-002L)of permit on the designated dates and locations.Recommended Action: Approve the following applications as submitted to the State for issuance SINGLE GAMBLING PERMITSMarch 14 –17, 2024Mayo Civic CenterMN USA Wrestling Inc. (AG24-005L)of permit on the designated dates and locations.Recommended Action: Approve the following applications as submitted to the State for issuance OFF-SITE GAMBLING PERMITS3906 US Hwy 52X-GolfElks Lodge 1091(AG00314)1190 16th St SW PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF39Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 40 thgirwtraC?naaitsirhC:yB?deraperP?.emit?siht?ta?dednemmocer?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tegdub?tinU?ssenisuB?snoitcelE?eht?nihtiw?dedulcni?si?segduj?noitcele?rof?noitasnepmo c?fo?tsoc?ehT:tcapmI?ecruoseR?&?lacsiF?.yramirP?noitanimoNlaitnediserP?,4202?,5?hcraM?eht?rof?secalP?gnilloP?fo?noitangiseD?-?licnuoC?ytiC?-?3202?,11?rebmeceD:tnemegagnE?ytinummoC?&?snoitcA?evitalsig eL?roirP.licnuoC?ytiC?eht?yb?segduj?noitcele?fo?tnemtnioppa?eht?fo?lavorppa?seriuqer?etutats?etatS:tcapmI?IED?&?snoitaredisnoC?yciloP ytiuqE?laicoSgniviL?ytilauQ?rof?secivreS?ytilauQ:selpicnirP?lanoi tadnuoF?&?seitiroirP?.stnacilppa?fo?tnuoma?gnimlehwrevo?na?dah?ev'eW?.egduj?noitcele?na?emoceb?ot?ytinutroppo?ehterahs?ot?redro?ni?slennahc?fo?egnar?a?ni?gniunitnoc?era?dna?nekatrednu?neeb?evah?strof fe?tnemtiurceR??.detpecca?yeht?tahttnemngissa?ecalp?gnillop?eht?ot?tnes?era?yeht?,evoba?eht?fo?lla?fo?noitelpmoc?nopu?dna?noitcelE?eht?rofnoitaraperp?dna?gniniart?ot?tcejbus?neht?era?segduJ?.ecalp?gn illop?hcae?ta?ytilibaliava?eht?dna?secnereferprieht?nopu?desab?secalp?gnillop?tnereffid?ot?dengissa?era?dna?eciffo?siht?ot?snoitacilppa?timbussegduJ?.ssecorp?tnemtiurcer?egduj?noitcele?eht?gnitanidro oc?rof?elbisnopser?si?eciffO?s'krelC?ytiC?ehT:evitarraN?tropeR.dedeen?sa?segduj?noitcele?lanoitidda?tnioppa?ot?krelC?ytiC?eht?gnizirohtua?dna?noitcelEyramirP?noitanimoN?laitnediserP?,4202?,5?hcraM?eh t?rof?segduj?noitcele?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???6.F?noitcelE?yramirP?noitanimoNlaitnediserP?,4202?,5?hcraM?eht?rof?segduJ?noitcelE NOITCA?ROF?TSEUQER thgirwtraC?naaitsirhC:RE TNESERPadnegA?tnesnoC:NOITCES?ADNEGAkrelC?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE A 41 noitcelE?yramirP?noitanimoN?laitnediserP?,4202?,5?hcraM?eht?rof?segduJ?noitcelE?gnitnioppA?-?noituloseR:stnemhcatt RESOLUTION42Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OFand substitute judges as necessary and in accordance with state statutes.BE IT FURTHER RESOLVED that the City Clerk is authorized to appoint additional judges the City’s polling precincts for theMarch 5, 2024, Presidential Nomination Primary Election.that the election judges as listed in the attached appendix are hereby appointed to serve in NOW, THEREFORE, BE IT RESOLVED, by the Common Council of the City of Rochester contingency plans to assureoverall seamlessness of polling place coverage.judges is necessary to ensure the City Clerk’s Office may adequately implement WHEREAS,the authority to appoint additional election judges and use qualified substitute unexpected emergencies; andWHEREAS, there is a need for ongoing recruitment of election judges to cover in case of WHEREAS, under state law, election judges must be appointed prior toany upcoming Election.Appointing Election Judges for the March 5, 2024, Presidential Nomination Primary March 5, 2024, Presidential Nomination PrimaryElectionJudge List43 Aleta ABorrudEloise LBlenkushColleen AnnBjerkeReneeBilyeuLoren HerbertBenzDeborah RobinBenzJoanne ThereseBensonLaura RBenningConnieBenjaminPatricia EBendtsenDawn MBellLouis EBehrensJanet ZBehrensWill FrancisBeeningaLinda JBeckerElijahBeallVedranaBasimamovicCarolyn FBarsnessPatricia ABarrierJesse ClarkBallDebraBall DaleBakerStephanieAugesonCarola Anne SylviaArndtAmy SArmstrongBarbaraArensVickie JAndersonMarlys KAndersonJulia RoseAndersonBarbara LAndersonMelissaAmundsenJeffreyAllmanRonald DAlleyGwendolynAligno-F allarmeRichard EAlbrechtFirst MiddleLast Name Boston 44 SharonBrendaClosserTravis MackenzieClark-SmithClarkDarlene CChristophersonSusanChristiansonRichardChristensonShawnChristensenChesterBarbara MChaseMaryCaraChaffeeJanet MarieCederholmGregoryC aucuttRuthCasperDeanaCarrJaneCarlsonMarilynJohn CPaulByeJane LBurgstalerEmilyBurgardKathryn DBurchSandraBuckinghamDavidBublitzCharles SBrustNicoleBrown-WatkinJohn DavidLeahBrownKenneth EBrownMarkNancyJillBrandtChristopher JBrandtLindaBradleyAmy VBoyerLarryKrista Cordell 45 Lisa DEhleiterKaren YvonneEdinSamanthaEckersonLoriDurginLindaDuncanDavid GDubbelsFrankDruktainisDruffelMichael JamesRonice MDonovanDanielDogo-EsekieKathleen AnnDobsonMary MDobbinsDixonDietmanJudith ADevorakSharonCherylDeRuiterDerksenDaniel DDelanoEmilyDeGraziaShannonDegenhardtCarol DWayne ADeckertStephenDeBoerDuaneDeal Sr.Duane MartinDealJanice HDayCarol Lynn TooleyDavisDaoodBetty ADaleGraceCurryDonnaCunninghamCarolCunninghamJuliaCrutcherAnnaCroninJamesCoyleKaren LCosta-TapponMary JoCosioScott Einck 46 Anthony JGoergenJames MTroyGliemGregoryGlasenappAllisonJohnGiffordJamesDebraDavid WalterLoriGregoryJason MGearyJenniferGarnessDennis WarrenGardnerDavid WGardnerRonald LeeRichardFrietscheDavi dFreedmanBarbaraFossFortBarbaraForemanMelissa DawnFlinkMariclaire SFlemingJoan MarieFlahertyCindyFittingSandra LFittererKarenFelmleeBarbaraPatrick MKathrynReneeEwingKevin KentEwingEvansSandra SueEvanMaryErathKellyEngleNancyEmerickActs MoraaElijahMarla Goergen 47 Gordon FHoffmannColleenHoeftJay LynnHoeckerAmy MRaymondHicksJames ScottHicksJulie CHerrera-LemlerAnnHenningHendricksonMarkHemingerRandyHellingJoseph GHeinsPatricia JeanHeckSheri R RaeHaydenSusan VHausmanThomasHauensteinHarold EHattonTimothy WarrenHaskinVictorHartmanLauraHartertWayne DHarrisCameronHarrisLeslieHarringtonPatricia LHansonSusan KHansenPamela RHansenGaryLHansenMi chaelHancockWillie JHalbertMark AMichaelBrian LGruhlkeDave LGroteluschenIreneGriceJaneGreilingAnitaGredenElaineGrafJeffrey SaulGorfineNadine Hollenhorst 48 PhilipKarsellDavid JohnKaplanJoniKallisJeffreyJonesJessicaJohnsrudMaryJohnsonJorrieJohnsonJohnsonJackie LJohnsonCarrieJohnsonPaul JJohnsenRichardJirsaSherryJesterJensenLaurenJensenJudi th LJensenRebeccaJahrThomasJahnsScottJacobsonKristi LJacobsonDebra AnnJacobsonLynn MJacobsMark PIversonJudyIndrelieNeilImsdahlLinda KHydeMelinda SHutchisonTerryHusserLindaHusserTeresa AHughesFredrick RHughesAngela RHughesBarbaraHudsonKimHudecekJanela MaeHubkaCalvinHovenTimothy EHornsethGayle AHolterElizabeth SHolmbergChrisHolmWeston Kaseman 49 Kirsten BirdLincolnWayne RLinanderMeaghanLieburnCelesteLewisMaryLeppalaMarkLenzJennieLemireElizabeth JoLeisen GlasrudJeanetteLeidallAmy JoLechnerMelvynLarsonKentLarsonCarinLangworthyMary EllenLandwehrCarol JLambergTiffany XueQingLamSharon DLagerHelen SLaackMarshallKunzThomasKujawaSteven JKuehnLinda RKuehnAugust CKruegerJudy KKrachtShannon BrighKotvalKaileeKoladePrudence BKnaakDana EKnaakPeterKlinkmuellerFredricTerryKlampeTerri GossKinzyWilliamKinneySharonKingsleyPaulEugeneKelzerHeatherKellyKristenHeidi Ann HilkenKassLynn MarieKasprzykKelly Lineberry 50 Barbara K KayMilburnChristian LukeMiksanekDavidMickelsonRuthMichelKathleen AMeyerleRobert NormanMeyerJohannaMeyerCharles MMeyerDanielMerselKerry LynnAnneMeehanCasey DouglasMcQuadeBarbara McGulpinGaleMcEvoyNancy JoMcCoyJoan KayMcCormickPatricia AMccleeseKathyMcCarthyNancyMatthewsEric LawrenceMattesonAndreanMatterMarkMasbruchMartinRachelMardenLindaMansfieldPatricia AMannMichelleMahanna hJeniferMageraKathleen MMaegerleinRobert BMackeJenniferMacIntyreThomas HLundinLinda LLundinGary ALueckBrenda LeeLozanoSherriLowrey-SchrandtRhondaLorenzGeorgeLorentzSarahLocherAmandaLipskyCassandra Davis Miller 51 LindseyPhilpotAndrewPetzoldKathleen JunePestotnikLynettePerryKristin TPavekDebra LPatznerSaraPamelaParker-PahlDeborahPalmerKarenOttoJoel RobertOttGeneOstromJeriOstremOrthDebraOrrisOlsonNari thOlOhnstadFloydO'BryanMaureenO'Brien PottMargaret JNorthEmilyNevilleRyanNettDoreen KayeNeshiemNelsonCarlaNelsonJosephMurphyStevenMunroeJohnMozinaAlan DouglasMorrisAngelMoralesGlennMonsonNatalie FaeWendy KayeMogerIsabella FaithMoeWendyMlenar-NiesenJerylBeverlyMinskePeterMinogueDonna RMillerChristopher M Piens 52 SchaeferSuzanne HopeSargentGlenSaponariMichaelSandeenSanDavidSalchowStephanieSafgrenKay LBarbara ElizabethRyanEllenRueMarlaEricaRossJaneRosenmanElizabeth ARonningenMatthewMichaelMartha JRileyMichaelRiesterTammy JRiderRichardsonDeidra Rae ThomasRichardsAaronRessDeborah CJames FRentzJocelyneRenaultDiannMashallKennethReedMichelleRedmondRayCyrilRathbunDebraRanfranzMichael JosephQuinnSusanQueringProeschelKeelyProeschelPrakaashanaDiane MPollockConstancePolkPittsMary Helen Schiltz 53 MaryLouStewartEricStarnesMichelle MStantonJennifer NStamJanet MStalochRebeccaSprengerDavidSprengerJames ASpitzLillianSpildeSherrySoulierJohn RSolbergSnyderBruce DSnyderStevenSmithKathleen ASmithEricSmithMarySirian PetersonSusan FSingerVernadette ASimonSharonSiegRoseSiebenalerCindyShonesLauraShirekShirekBarryShepherdLoriShawSusan MShatkowski-ReeveCarolShafferDanielSepedaKay LSeitzAnn LSchwankeEllenSchultzeSchultzCrystal LeeSchultzElla JoyRogerSchoenfelderJeffreySchmollMarySchmidt Stiles-Nogosek 54 Susan MarieWassonHueyWangDebraWaltzRickeyWalstonPeterWallLauraWalkerDee MVoldalBarbara JVirnigKaraVigGuy WVigJohn JacobVangnessKendalUrsinCherylUeckerWendy LTurriMark ATrogstad-IsaacsonBaileyTrogstad-IsaacsonPatricia RTrnkaBrooke EToweyCatherine AnnTorgersonMicheleTookerPatricia AnneTobieJames BTlouganDiane MTlouganJonathanThoresonMatthewTheobaldTerrioBarbaraTatz elJoshuaTarbellMichaelSwensonRandy RSutterJuneSullivanJames DavidStromJanice KStrandGilman EStrandChad CStowersBarbara RStowersWarrenStowellNicole LynnStoenJuneStoehrJoanStillerRebecca Weber 55 Pamela DZollingerLouis WilliamZitnayRandyMariaNancy AnnZaworskiCarrieZappenZaborowskiVernonYetzerCraig CharlesWruckDeboraWordenJoan RWoonerPatriciaWoodcockRichard DWoodIsabel SuzanneWongWollanMichael JWojcikBeverly AWiseMargaretWilliamsJeanneWilkinsonWhiteSuePhilip HKimberlyWettlesonDavidWelshWelleEricWelhavenWeiseJon RichardMargaretWeglinskiKendra A M 56 secivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.tnemtrapeD?skroW?cilbuP?s'ytiCeht?esirpmoc?taht?seitivitca?lla?rof?noitcerid?dna?pihsredael?cigetarts?gnidivorp?yb?nalP?evisneherpmoCs'ytiC? eht?fo?noisiv?eht?gnicnavda?rof?elbisnopser?maeT?pihsredaeL?erutcurtsarfnI?dna?secivreStnempoleveD?s'ytiC?eht?fo?rebmem?a?si?skroW?cilbuP?fo?rotceriD?ehT?.tnemeriter?reh?litnu?tnemtrapeDsecivreS?gnik raP?dna?tisnarT?detaerc?ylwen?a?dna?tnemtrapeD?skroW?cilbuP?eht?ni?noitisnart?eht?htiwgnitsissa?,yticapac?wen?a?ni?ytiC?eht?rof?krow?ot?eunitnoc?lliw?irruT?ydneW?,4202?,12?hcraM?no?gninnigeB?.margorp ?retsehcoR?retaerGpihsredaeL?s’ecremmoC?fo?rebmahC?aerA?retsehcoR?eht?,rof?reetnulov?emit-gnol?dna?,fo?etaudarg?asi?dna?ytisrevinU?etatS?atokaD?htuoS?morf?gnireenigne?livic?ni?eerged?s’rolehcab?sih?d eviecer?relyT?.ecifforetsehcoR?rieht?rof?reganam?tinu?ssenisub?eht?saw?eh?erehw?noitaroproC?cetretnI?nuarB?rof?reenignEroineS-lapicnirP?etaicossA?na?sa?dekrow?relyT?,ytiC?eht?ot?gnimoc?ot?roirP?.sred lohekats?lanretxe?dnalanretni?htiw?degagne?dna?stcejorp?tnemevorpmi?latipac?fo?noitcurtsnoc?dna?ngised?deganam?osla?saheH?.spuorg?tnemeganam?yaw?fo?thgir?dna?,noitcurtsnoc?,ngised?eht?rof?thgisrevo?d na?pihsredael?dedivorpsah?relyT?,sraey?ruof?tsal?eht?revO?.9102??ni?elor?taht?ni?ytiC?eht?htiw?erunet?sih?gnitrats?,retsehcoRfo?ytiC?eht?rof?reganaM?secivreS?lapicinuM/reenignE?ytiC?tnatsissA?eht?sa? sevres?yltnerruc?relyT??.elor?siht?rof?detceles?saw?eh?snosaer?ynameht?fo?wef?a?tsuj?era?htworg?fo?doirep?delellarapnu?siht?hguorht?maet?skroW?cilbuP?eht?dna?retsehcoRgnidael?ot?tnemtimmoc?sih?dna?,e rutluc?maet?gnidliub?ni?krow?sih?,snoitarepo?lapicinum?ni?ecneirepxes’relyT?.maeT?pihsredaeL?retsehcoR?fo?ytiC?eht?dna?tnemtrapeD?skroW?cilbuP?eht?morf?srebmemmaet?pihsredael?dedulcni?taht?smaet?weiv retni?owt?dna?,srentrap?ytinummoc?,seeyolpme?ytiC?morf?tupnidevlovni?taht?ssecorp?a?gniwollof?etadidnac?pot?eht?sa?degreme?relyT?.rotceriD?skroW?cilbuP?txen?eht?sadetceles?neeb?sah?reyemeiN?relyT?,ya dot?lavorppa?s'licnuoC?eht?htiw?dna?ssecorp?suorogir?a?retfA?.4202,7?enuJ?evitceffe?,tnemeriter?fo?eciton?reh?dettimbus?,irruT?ydneW?,rotceriD?skroW?cilbuP?tnerruc?ehT:evitarraN?tropeR.4202?,12?hcraM ?evitceffe?,retsehcoRfo?ytiC?eht?rof?rotceriD?skroW?cilbuP?txen?eht?sa?reyemeiN?relyT?fo?tnemtnioppa?eht?gnivorppA:detseuqeR?noitcA???7.FrotceriD?skroW?cilbuP?weN?fo?tnemtnioppA NOITCA?ROF?TSEUQER resuahnietS?ydniC:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAnoitartsinimdA?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE F 57:stnemhcattA resuahnietS?ydniC:yB?deraperP.dednemmoceR?enoN:)s(noitcA?evitanretlA.noitisop?eht?rof?tiurcerot?ekat?lliw?ti?emit?eht?dna?ycnacav?reenignE?ytiC?tnatsissA?eht?fo?tluser?a?sa?dnuF?lare neG?eht?ni?sgnivasgnittesffo?hguorht?dedivorp?ecnalab?eht?htiw?,gnikraP?dna?,tisnarT?,retawmrotS?gnidulcni?,sdnuf?euneverlaiceps?dna?esirpretne?ot?snoitacolla?tsoc?no?desab?tegdub?dezirohtua?gnitsixe ?eht?ni?secruos?elbaliavalareves?hguorht?debrosba?eb?lliw?tsoc?sihT??.rotcerid?wen?dna?gniriter?eht?fo?doirep?gnippalrevo?ehtgnirud?tcapmi?tegdub?on?si?erehT?.tegdub?tnerruc?eht?ni?dedulcni?si?noitis op?rotceriD?skroW?cilbuP?ehT:tcapmI?ecruoseR?&?lacsiF.snoitca?licnuoC?ytiC?roirp?on?era?erehT:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.selpicnirP?lanoitadnuoF?ruo?tcelfer?dna?,evitceffe?tsoc? ,dezimitpo?si?yreviledecivres?:sedulcni?hcihw?secivreS?ytilauQ?fo?elpicnirP?lanoitadnuoF?eht?stroppus?noitadnemmocer?sihT:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsi M 58:tcapmI?IED?&?snoitaredisnoC?yciloP gniviL?elbadroffAtnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP.4202?,81?hcraM?no?3202?gnidne?raey?eht?rof?tnempoleved?CMD?eht?ot?d etaler?snoitubirtnoc?s'ytiCeht?weiver?ot?deludehcs?si?licnuoC?ehT?.4202?,41?hcraM?rof?deludehcs?gniteem?eettimmoc?evitucexe?riehtta?3202?gnidne?raey?eht?rof?tnemtsevni?etavirp?eht?no?noitca?ekat?lliw 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never?xaT?selaS?CMD:tcapmI?ecruoseR?&?lacsiF.74.964?-?04.964?snoitceS?setutatS?atosenniM?yb?deriuqer?troper?launnA:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.tuo?deirrac?gnieb?stcejorp?dna?krow ?eht?ni?noisulcni?dna?,ytiuqe?,ytisrevid?stroppus?evitaitiniCMD?ehT?.slaog?cigetarts?s'licnuoC?eht?htiw?tnetsisnoc?si?dna?sngila?ti?taht?gnirusne?,licnuoC?eht?ybdevorppa?dna?deweiver?si?nalP?tnemevor pmI?latipaC?eht?dna?CCMD?eht?fo?tegdub?gnitarepo?launna?eh 60 St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 479 State Office Building Minnesota House of Representatives Chair, Ways and Means Committee The Honorable Liz Olson St. Paul, MN 55155 95 University Ave W 3235 Minnesota Senate Building Minnesota State Senate Chair, Finance Committee The Honorable John Marty St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 281 State Office Building Minnesota House of Representatives Committee Economic Development Finance and Policy The Honorable Jon Koznick St. Paul, MN 55155 95 University Ave W 2225 Minnesota Senate Building Minnesota State Senate Jobs and Economic Development Committee The Honorable Rich Draheim St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 597 State Office Building Minnesota House of Representatives Policy Committee Chair, Economic Development Finance and The Honorable Hodan Hassan St. Paul, MN 55155 95 University Ave W 3401 Minnesota Senate Building Minnesota State Senate Committee Chair, Jobs and Economic Development The Honorable Bobby Joe Champion St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 349 State Office Building Policy Committee State and Local Government Finance and The Honorable Jim Nash St. Paul, MN 55155 95 University Ave W 2209 Minnesota Senate Building Minnesota State Senate Committee State and Local Government and Veterans The Honorable Bruce Anderson St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 581 State Office Building and Policy Committee Chair, State and Local Government Finance The Honorable Ginny Klevorn St. Paul, MN 55155 95 University Ave W 3211 Minnesota Senate Building Minnesota State Senate Veterans Committee Chair, State and Local Government and The Honorable Erin Murphy February , 2024 February , 2024 61 largest economic development initiative. as well as a brief background of Minnesotas Below, we provide a summary of DMCs 2023 milestones, these elements in the report. City for debt issued for DMC projects. We discuss each of outstanding obligations of the ts; and (5) debt service schedules for all costs and financing sources for future projecojects; (4) estimated butions, for recent princluding State funding and required local contriojects; (3) costs and financing sources, plan and any proposed changes; (2) progress of prfive elements: (1) the DMC development The Act requires that this report include 469.40 469.47 (the Act). Minnesota Statutes, Sections Medical Center (DMC) initiative, in accordance with progress of the Destination to submit the enclosed annual report on the City of Rochester (the City), we are pleasednter Corporation (the DMCC) and the On behalf of the Destination Medical Cees, Commissioners, and Chairs: Dear Senators, Representativ er - February 15, 2024 Report Re: Destination Medical Cent St. Paul, MN 55101 600 North Robert Street Minnesota Department of Revenue Commissioner Paul Marquart Rochester, MN 55904 151 4th St SE Board of Commissioners Chair, Olmsted County The Honorable Sheila Kiscaden St. Paul, MN 55101 Street, Suite 1200 th 180 E. 5Great Northern Building Minnesota Department of Employment and Commissioner Matt Varilek St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 283 State Office Building Minnesota House of Representatives Taxes Committee The Honorable Greg Davids St. Paul, MN 55155 95 University Ave W 2211 Minnesota Senate Building Minnesota State Senate Taxes Committee The Honorable Bill Weber St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 453 State Office Building Minnesota House of Representatives Chair, Taxes Committee The Honorable Aisha Gomez St. Paul, MN 55155 75 Rev. Dr. Martin Luther King Jr. Blvd. 328 Capitol Minnesota State Senate Chair, Taxes Committee The Honorable Ann Rest St. Paul, MN 55155-1206 100 Rev. Dr. Martin Luther King Jr. Blvd. 295 State Office Building Minnesota House of Representatives Ways and Means Committee The Honorable Pat Garofalo St. Paul, MN 55155 95 University Ave W 2217 Minnesota Senate Building Minnesota State Senate Finance Committee The Honorable Eric Pratt Page 2 February , 2024 62 certified through 2022. private funding has been ed in 2017, and more than $1.46 billion of funding occurred. This threshold was surpasspenditures before any State red $200 million in private expublic investment: it requi. The law also required private investment to lead the economic development initiative partnership to lead this historic The Act established a unique public-private Destination Medical Center: Background attached as Exhibit B to the report. eport. A summary of significant projects is projects is attached as Exhibit A to the rct and key public and private the DMC development distripublic assistance. A map ofare private investmentor under construction, the majority of which there are many other projects proposed In addition to these certified investments,transit aid of $7,500,000. disbursement of State for 2022, qualifying for the maximum of $9,081,280.13 County transit contributions the City certified City and ddition, as to transportation,2022 is $1,461,132,648.74. In ae investments through Clinic and other privatinvestments. The cumulative total of Mayo other private ents and $26,456,228.36 in$172,632,461.06 in Mayo Clinic investmmber 31, 2022, which includes $199,088,689.42 for the year ending Dece and Economic Development (DEED) a total of Department of Employment, in 2023, we certified to the Minnesota As to private investment certificationsin Rochester and critically advance the DMC initiative. , research, and education facilities initiative will expand its clinical Bold. Forward. on-dollar investment. Mayo Clinics support Mayo Clinics new multi-billiough 2023 helped to build the foundation to The success of the DMC initiative throther multi-purpose community assets. il, housing, higher education facilities, and existing buildings, as well as downtown retaunnels will connect the new facilities with DMC development district. Skyways and tnter of campus, located in the heart of the features two new clinical buildings at the ceand between in-person and digital health care. The project inpatient and outpatient care and shading the traditional lines between on integrating in-person and virtual visits4 million square feet ofMayo plans to add five new buildings with 2.ment in Minnesota history. history and the largest investinvestment in Mayos 160-year its Rochester campus, the largest Mayo Clinic announced a $5 billion expansion inents from 2013 through 2022 neared $1.5 billion. qualified private investm initiative. Second, Bold. Forward. Unbound. in Rochester momentous investment in the wellness. First, Mayo Clinic announced a the worlds premier destination for health and he mission to position Rochester, Minnesota as the year deserve particular attention in titiative. Two highlights of oric economic development inthe Legislature enacted this histin 2023, ten years after ship continued to flourish The DMC public-private partner nter: 2023 Milestones Destination Medical Ce Page 3 February , 2024 63 1760137-7.DOCX cc: Legislative Reference Library Enclosures rporation City of Rochester Destination Medical Center CoPamela Wheelock, Chair Kim Norton, Mayor DRAFT DRAFT stination Medical Centercontinued progress on the De welcome your comments or questions. We look forward to On behalf of both the is annual report. Thank you for your consideration of thinformation on the DMC initiative. ite, www.rochestermn.gov, also provides research, visit www.dmc.mn. The Citys websstor and developer information, and market meeting materials, project updates, inveng the DMC Development Plan, public For more information, including viewiogress on all fronts. . will lead transformational pr Forward. Unbound. in RochesterBold. DMC public investments. Mayo Clinics been engaged in the visioning and design of hundreds of community members have e been developed, and of bio-med-tech space havts and tens of thousands of square feet employees in Rochester. Hundreds of housing uniapproximately 6,500 Clinic alone added of 2015 through the first quarter of 2023, Mayoys. From the end measured in other waThe benefits of the DMC initiative may be and is scheduled for approval in May of 2025. 2020. The Ten-Year Update is underway was approved by the City and by the DMCC in s. The Five-Year Update not less than every five yearDevelopment Plan must be updated lopment Plan on April 23, 2015. The After City approval, the DMCC adopted the Deveonomic development, and market strategies. research, funding priorities, business and ecuse, transportation and infrastructure planning, market strategy. It includes land r DMCs business and economic development serves as the strategic framework foent plan (the Development Plan), which preparation and joint approval of a developmlly, the Act required the the City Council. Specificaapproval by both the DMCC and the City, the County, and Mayo Clinic. Key funding and strategy decisions require is appointed by the Governor, The DMCC Board of Directors Clinic, and Olmsted County. the City, Mayo ip between the DMCC,The Act further established the partnersh Page 4 Capital Improvement Plan (CIP)64 February 15, 2024 ANNUAL& City of Rochester Destination Medical Center Corporation REPORT dmc.mnrochestermn.govRochester, MN 55904 201 4th St. SEDMC CorporationCity of RochesterCity of Rochester: 507.328.2900 01 65 47-4843-4640-4228-3926-2722-2520-211916-1814-1512-13111009080706Statutory Element Two- Progress of ProjectsStatutory Element One-Development PlanSummary of Five Statutory ElementsExhibit F- City Debt Service Schedule Exhibit E- DEED Certifications Exhibit D- Annual Certification of City ExpendituresExhibit C- Annual Certification of Mayo Clinic and others Projects without DMCC FundingExhibit B- Summary of Major ProjectsExhibit A- Map of DMC Development DistrictStatutory Element Five- Debt Service ScheduleStatutory Element Four- Estimated Cost for Future ProjectsStatutory Element Three- Actual Costs and FinancingCapital Improvement Plan (CIP)Mobility CONTENTSTABLE OF Soldiers Field Memorial Park Bryk on Broadway 05 Riverfront Reimagined02-04 Heart of the City-Phase One Discovery Walk ONE 66 this annual report.requires that five elements be included in Minnesota Statutes, Section 469.43, subd. 8 01 County, and Mayo Clinic.DMCC, City, Olmsted the next two years by the projects to be started in financing sources for Estimated costs and Development Plan.identified in the Progress of projects TWO identified in the plan.City for debt issued for projects outstanding obligations of the Debt service schedules for all FIVE Olmsted County and Mayo Clinic.years by the DMCC, the City, completed in the previous two local contributions of projectsSection 469.47, and required paid under Minnesota Statutes sources, including the amount Actual costs and financing THREE Development Plan. proposed changes to the The Development Plan and any ONE 67 ment District.DMC Develop-made to the Modification 02 Plan adopted.Development April 15, 2015. ADOPTIONINITIAL 2015 May 2025for approval in to be presented Report expected and-developers/https: //dmc.mn/investors-The update can be found at YEAR UPDATEFIVE ment District.DMC Develop-made to the Modification 2025202020202016 TEN YEAR AMENDMENTAMENDMENT Development changes to the proposed Plan and any The Development 03 68 underway and is scheduled for approval in May of 2025. was approved by the City and by the DMCC in 2020. The Ten-Year Update is ment Plan be updated not less than every five years. The Five-Year Update -ed the Development Plan on April 23, 2015. The Act requires that the Develop-finding that the City had approved the Development Plan, the DMCC adoptmarket strategies. Upon making the findings set forth in the Act, including research, funding priorities, business and economic development, and gy. It includes land use, transportation and infrastructure planning, market -establishing a comprehensive business and economic development strateThe Development Plan is the strategic framework for the DMC initiative, achieve the highest quality patient, visitor, any resident experience.. new jobs, generate $7.5 billion to $8.5 billion in net new tax revenue, and that will be supported by $585 million in public funds, create 35,000-45,000 over the life of the project, to stimulate over $5 billion in private investment for the Development Plan: to create a comprehensive strategic plan, and objectives Plan. In September 2013, the DMCC established specific goals and One of the primary goals of the Act was the adoption of a Development . Development Plan Development Plan cont.69 04 CUMULATIVE INVESTMENT IN MILLIONS 02014201520162017201820192020202120221,6001,4001,2001,0008006004002002013 investment, in millions of dollars, since 2013.2017. The graph below depicts the cumulative private state funding would begin under the Act was met in required private investment of $200,000,000 before way for this private-public model of partnership. The The Act required that private investment lead the Private Investment Leads Public Investment. Progress of projects 70 05 Capital Improvement Plan Mobility Soldiers Field Memorial Park Bryk on Broadway Riverfront Reimagined Heart of the City Phase One Discovery Walkof certain approved projects: We wish to highlight the progress in 2023 is attached as Exhibit B.projects in the DMC Development District Exhibit A. A summary of major approved District and key projects is included as City. A map of the DMC Development have been approved by the DMCC and the Plan?on?April?23,?2015,?a?number?of?projects? Since the adoption of the Development tency with the Development Plan. must review the project proposal for consis-before it is proposed to the City. The DMCC ture project must be approved by the DMCC According to the Act, a public infrastruc-.Development Plan identified in the DISCOVERY WALK 71 06 bring excitement about the project. Sept 2022THE BIG DIG: A family friendly event hosted to system. Completion is anticipated in spring 2024.the pedestrian ramp located in the 300 block, pedestrian lighting art, and the snow melt development?in?Discovery?Square.?Construction?advanced?significantly?in?2023,?including?to promote health, wellness, and innovation. It will also serve as a catalyst for future private the Heart of the City public realm project. Discovery Walk is designed to feel like a park and connect Annenberg Plaza to Soldiers Field Memorial Park and function as an extension of Discovery Walk is a four-block linear parkway along 2nd Avenue SW. It is planned to HEART OF THE CITY PHASE ONE 72 of Landscape Architects.from the American Society Excellence in Urban Design and won the 2023 Award of retail businesses in the area expanded commercial and stimulated new and system. This project hasand a catenary lighting improved infrastructure, ability, integrated art and -design elements, sustainect features universal 2023. The public realm proj-areas. It was unveiled in Plaza and surrounding east elements of Peace project was renovating the The first phase of this 07 RIVERFRONT REIMAGINED 73 Downtown Waterfront Southeast 08 East and West side renderings of Riverfront Area.site activation., and interim flood wall work with the Army Corps of Engineers, further designcrossing the Zumbro River. In 2023, the project advanced with site preparation, federal RAISE grant in the amount of $19.9 million for the Sixth Street Bridge ty was awarded a the river and gateway into downtown. In August of 2022, the Ci plan to guide the transformation of the redevelopment area as a “front door” to In July 2022, the City adopted the Riverfront Small Area Plan as a preferred the City continues to lead development of this future mixed-use neighborhood. for a 60+ acre area located southeast of the downtown core on the Zumbro River, Following the City-initiated Downtown Waterfront S.E. Small Area Plan study The Bryk on Broadway, located at 401 Broadway Ave N., 74 BRYK ON BROADWAY 09 Rendering of BRYK on Broadway units to those at or below 80% of the area median income.those at or below 60% of the area median income, and 108 at or below 50% of the area median income, 18 units to housing apartments, 54 units are income-restricted to those building with rents at varying levels. Of the 180 workforce opened in 2023 as a mixed-use, mixed-income apartment (“Soldiers Field”) contains 150 acres of 75 overlooklandscaping,trail, art,plaza,house& pumpBathhouseriverlazypad &splashpools,wadingLap &AquaticsConnectionTrailPlayNatureShelter &SubdistrictRecreationEducation &10 Soldiers Field Concept PARKMEMORIALFIELDSOLDIERS expected to conclude in 2024.ments are well underway and construction is -vigorate this public asset. Project improve-State, City, and DMC funding sources to rein Importantly, this project combines federal, restrooms, and new public parking. nature play area, community shelter, public through the northeast corner of the park, pool, bath house, wading pool, and outdoor district feature an aquatics center, with lap The public realm improvements within the the downtown waterfront area. Sixth Street Bridge will link Soldiers Field to Heart of the City to Soldiers Field and the District: Discovery Walk will connect the other key features of the DMC Development Recreation Subdistrict. Plan as an anchor of the Education and District and is featured in the Development ern portion lies within the DMC Development -including 4,000 feet of riverfront. The northmemorials and active recreation space, Progress continued on the approxi 76 11 signage.and real-time heating, light, shelter, Stations with chargers.on-route fleet with Fully electric busfor all riders.serviceFare-free other times.minutes rush hours & 10 minutes during Service every 5 late at night.the morning to Service early in final site plan.prepare design options for a team of development partners to In 2023, Mayo Clinic selected a housing, retail, and childcare. potential uses of mixed income far beyond parking, with the the West Transit Village extends Second Street SW. The vision for at the western terminus at ment of the West Transit Village experience is the future develop-A critical component of the Link MOBILITY annual maximum of state transit aid.contributions for 2022, qualifying for the ic Development (DEED) approved, -Department of Employment and Econom tures, the City certified, and the Minnesota -project planning and qualifying expendi concluded. With the significant progress in state and federal environmental reviews design work was nearly completed, and system without paying fares. In 2023, ating costs and all riders may use the -will cover the annual local match for operCity and Mayo Clinic entered a twenty-year Small Starts funding process. In 2022, the for the Federal Transit Administration (FTA) known as “LINK.” This project has applied mately three-mile bus rapid transit project - 24 77 supportDowntown property Workforce housingBio-med tech 12 Third Avenue SWCapacity Bypass on Sanitary Sewer geothermal well heat Conversion to District Energy ConnectivityWaterfront Sixth Street SE, Sixth Street Bridge, SEWERSSTREETS ANDREDEVELOPMENTSTRATEGICMOBILITY Streetscapeand Reconstruction Street Second including Transit, Bus RapidLINK PUBLIC REALM and ConstructionPublic Realm Design St. Mary’s Place: Pre-developmentWaterfront: Riverfront Downtown Assets PreservationImprovements and Chateau Theatre Public Realm, Mobility, Strategic Redevelopment, and Streets and Sewers.for?public?infrastructure?projects?for?2024.?Projects?identified?in?the?CIP?are?categorized?as?follows:? In addition to these projects, the DMCC and the City have approved a Capital Improvement Plan (“CIP”) CAPITAL IMPROVEMENT PLAN (CIP) The DMC-funded projects above reflect only a portion of the number and type 78 their organizations.in over 44 community leaders trained to advocate for co-design efforts within the DMC EDA trained a third cohort of community co-design leaders, resulting previously underrepresented communities and perspectives. In the fall of 2023, This process recruits those most impacted by a project to assist in reaching y co-design. DMC public realm projects continue to benefit from communit 13 DMCC’s partners, support and augment the advancement of DMC priorities.Challenge, and the McKnight Foundation. These grant awards, secured by the Economic Revitalization Program, Bloomberg Philanthropies Global Mayors and equitable community-building grants, including through DEED’s Main Street business improvements, and more.world-class medical care and research facilities, co- working space, smallhotels for patients and companions, renovations to historic properties, public DMC support, include workforce and market-rate housing, extended stay development. Other projects, which are now proceeding without the need for ects successfully established Rochester as a destination for investment and -DMC investments in public infrastructure and commercial and residential projof public and private development projects in the DMC district. Early strategic THREE 79 14 other private investments to date is $1,461,132,648.74.This?threshold?was?met?and?exceeded?in?2017.?The?cumulative?total?amount?of?certified?Mayo?Clinic?and?certify that $200,000,000 of private investment has been made before any state funding may be paid. by?Mayo?Clinic?and?other?private?investors?be?made?to?DEED?by?April?1?of?each?year,?and?DEED?mustthe?City,?Olmsted?County,?a nd?Mayo.?The?Act?requires?that?an?annual?certification?of?private?investment?469.47 and required local contributions of projects completed in the previous two years by the DMCC, ?????Actual?costs?and? financing?sources,?including?the?amount?paid?under?Minnesota?Statutes,?Section?.Financing Actual Cost and ?????In?compliance?with?Minnesota?Statutes,?Section?469.47,?attached?is?the?annual?certification?of?Mayo?80$64,810,418.21$19,500,00$127,591,189.36$39,565,314received through December 31, 2023.amount of$7,500,000 has been received. State Transit Aid in the amount of $127,591,189.36 has been General State Infrastructure Aid in the Through December 31, 2023, DMC EDA in the amount of $1,531,700.financial?and?in-kind?funding?to?the?addition, Mayo Clinic has pledged ing its 0.25% DMC sales tax. In-variety of City funding sources, included by the City of Rochester from aThe remaining amount is to be provid-ed County from its 0.25% sales tax.-$3,718,569 will be provided by Olmstthan state funds. Of this amountis being paid for with funding other of which (approximately $8 million)the DMC totals $39,565,314 a portion capital improvements budget for The 2024 combined operating and so too have the City contributions.unde rscored the commitment to DMC,private investments have Mayo Clinic investments and other parking?ramp?in?the?district.?Just?as?the?also issued capital debt for a new 0.25% DMC sales tax. The City has projects and initiatives, by the City’s repaid, along with the costs for new internal borrowing, which is being The funding source was initially City based on year-end unaudited costs. 31, 2023 have totaled $64,810,418.21, commencement through December Actual costs paid by the City from $19,500,000.Olmsted County has contributed Through December 31, 2023, 15 In addition, please note the following information:approved?the?expenditures.?The?DEED?certifications,?dated?June?16,?2023,?are?attached?(Exhibit?E).also?attached?(Exhibit? D).?DEED?conducted?its?own?audit?process?of?the?certified?expenditures?and?then?????The?annual?certification?of?City?expenditures,?which?was?submitted?to?DEED?on?March?22,?2023?is?Clinic?and?other?priv ate?investment?that?was?submitted?to?DEED?on?March?28,?2023?(Exhibit?C).? FOUR 81 16 and “3”.basis. See also the report response to statutory elements “2” several years. Each project will be approved on an individual of projects that may be considered for funding in the next The Development Plan sets forth a framework and examples Mayo Clinic.County, and City, Olmsted by the DMCC, next two years started in the Projects to be Sources for and Financing Estimated Costs Rendering of planned new Mayo Clinic facilities in downtown Rochester 82 17 Highlights of the project:Comparative Investments within Minnesota IN ROCHESTERUNBOUNDFORWARDBOLDMayo$5 B ExpansionAirportMSP $3.2 B RailSW Light$2.7 B BillBondingof MN2024 State$2.6 B StadiumUS Bank$1 B BridgeSt. Croix$646M ValuationPermit2023Rochester$600MFirst buildings open in 20292.4 million square feet of new space$500 million in sustaining projects$5 billion investmentProject complete by 2030 BOLD. FORWARD. UNBOUND. IN ROCHESTER 18 83$200,000,000$195,718,847$15-20M$20,214,543$35-50M$34,477,223$20-45M$30,300,000$60-75M$60,057,083$35-50M$50,670,000 RangeTargetPhase 2SubtotalPhase 2RangeTargetPhase 2SubtotalPhase 2RangeTargetPhase 2SubtotalPhase 2RangeTargetPhase 2SubtotalPhase 2RangeTargetPhase 2SubtotalPhase 2$5,577,854$3,718,569$5,068,891$25,200,0002024 State DMC Transit Aid:2024 County DMC Transit Aid:2024 City DMC Aid:2024 DMC GSIA:$39,565,314FUNDING TOTAL2024 DMC$750,000$1,157,454Subtotal $5,068,891$2,842,507$100,000$218,930Subtotal $12,700,000$1,500,00$7,200,000$4,000,000Subtotal $10,000,000$10,000,000$5,577,854Subtotal $9,296,423$3,718,569Subtotal $2,500,000$500,000$1,000,000$1,000,000DMC FUNDINGPROPOSED 20242nd St SW to 4th St SWCapacity Bypass on 3rd Ave SW fromSewer: Construct Sanitary SewerDistrict EnergyWaterfront ConnectivityStreets: Sixth Street Bridge SE,supporthousing, downtown property(Bio-med-tech, workforceStrategic Redevelopment TRANSIT AIDDMC COUNTY TRANSIT AIDDMC COUNTY STATE GSIASTATE GSIASTATE GSIASTATE GSIASTATE GSIASTATE GSIASTATE GSIASTATE GSIADMC FUNDINGPHASE 2 (2020-2024)2024 DMC FUNDING SOURCEDMC Development Plan UpdateCity DMC Project ManagementDMC EDAby City of RochesterDMC Administrative SupportDMC Corp.StreetscapeStreet Reconstruction andRapid Transit, including SecondDesign and ConstructionSt. Marys Place:Public RealmPre-Riverfront DevelopmentDowntown Waterfront-and asset PreservationChateau Theatre Improvements DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION OPERATIONSSTREETS AND SEWERSSTRATEGIC DEVELOPMENTMOBILITYPUBLIC REALM DESCRIPTION FIVE 84 19 The debt service schedule is attached as Exhibit F.the plan.identified in projects issued for the City for debt obligations of outstanding schedules for all Debt service EXHIBIT 85 20 DISTRICT AND KEY PROJECTSMAP OF DMC DEVELOPMENT 86 21 EXHIBIT DISTRICT AND KEY PROJECTSMAP OF DMC DEVELOPMENT 34 87 22 EXHIBIT PROJECTSMAJORSUMMARY OF TWO DISCOVERY 88 23 occurred in 2020.hotel and restaurant Opening of the new 28 new permanent jobs. construction jobs and ed approximately 111 square feet and provid-the existing 114,500 33,000 square feet to ed the addition of redevelopment includ-in 2018, the $42 million opment Plan. Approved described in the Devel-front” subdistrict as the “Downtown Water-Holiday Inn, located in of an existing 172- room involved the renovation The Hotel Indigo RENOVATIONSHOTEL INDIGOHEART OF THE CITY PHASE 1- PEACE PLAZA lighting system installed in late 2023.infrastructure, is largely completed, with a catenary elements, sustainability, integrated art, and improved includes improved safety, accessibility, universal design The construction of this transformative project, which side of Peace Plaza and surrounding areas. This phase of the project is a renovation of the east in 2021.project was completed manent jobs. This while creating 38 per-construction jobs and approximately 257hotel, and is providing 172- room extended-stay includes an eight-story, $44 million project Approved in 2018, the Development Plan. trict as described in the “Central Station” subdis-project is located in the The Hyatt House HYATT HOUSE was completed in 2022.nology. Construction and leading-edge tech-with flexible lab capacity tenant spaces designed features tech-forward bioscience building. It a 125,000 square footgy innovation campus is research, and technolo-the DMC bio-medical, SW, this expansion of Located at 209 5th St SQUARE EXHIBIT 89 24 completed in 2023.Construction was rent at varying levels. apartments, providing workforce housing ing consisting of 180 come apartment build-mixed-use, mixed-in-Broadway Ave N. It is a way is located at 401 This Bryk on Broad- BROADWAYBRYK ON hotel opened in 2019.The restaurants and and 90 private spaces. with 540 public spaces public parking ramp tion, and a five-level space, a skyway connec-hotel, restaurants, retail includes a 264-room mixed-use projectthis 371,000 square foot Plan. Approved in 2015, in the Development subdistrict as described “Downtown Waterfront” project) is located in the “Broadway at Center”(formerly known as the Mayo Clinic Area The Hilton Rochester HILTON MAYO completed in 2020.Berkman was private investment. The total of $115 million in jobs, and generated a and eight permanent235 construction jobs created an estimated market-rate rental units, complex. It includes 350cial and residential thirteen-level commer-350,000 square foot, approximatelyconstruction of an project involved the in 2016, this mixed- use opment Plan. Approved described in the Devel-Marys” subdistrict as Street SW in the “Saint is located on 2ndas the “Alatus Project”) ments (formerly known The Berkman Apart-THE BERKMAN HEART OF THE CITY PHASE 1- PEACE PLAZA 90 25 was completed in 2019.Maven on Broadway 238,700 square feet. The space for a total ofcommercial and retail parking, and street level market rate rental units, building with 156 ect includes a six-story million mixed use proj-this approximately $38 Plan. Approved in 2017, in the Development subdistrict as described “Discovery Square” Avenue and is in the SW and Broadway SW between 1 st Avenue ed south of 4th Street Urban on First) is locat-way (formerly known as The Maven on Broad- ON BROADWAYTHE MAVEN 100 percent leased2019 and is approximately Square was completed in sector. One Discovery jobs in the bio-science opment Plan: providing component of the Devel-phase of achieving a key this project is the first space. As noted above, collaborative, and retail building includes office, story, 89,000 square foot ies to market. The four and technology discover-is to accelerate bioscience companies whose mission innovation and is housing building will be a center of$35 million bio-science 2017, this approximately ment Plan. Approved in described in the Develop-Square” subdistrict as SW in the “Discovery One) is on First Avenue Discovery Square Phase (formerly known as One Discovery Square SQUAREONE DISCOVERY in 2020.project was completed permanent jobs. This jobs and provided 115 mated 30 constructionproject created an esti-space available. The commercial or office square feet ofly 23,000 additional has made approximate-skyway. The renovation street and pedestrianconnections to the subdistrict and includes the Heart of the City the public realm inproject is a catalyst for Approved in 2018, this the Development Plan. district as described in“Heart of the City” sub-building, located in the square foot existing renovation of a 92,000 This project is a RENOVATION WELLS FARGO PROJECTS 91 26 FUNDINGDMCCWITHOUT CONLEY MAASS BUILDING 92 27 HOUSINGROCHESTER STUDENT which opened in 2021.This is a 246-unit dual-branded hotel, STAYBRIDGE SUITESEVEN HOTELS AND in 2018.of commercial/retail spaces. It opened apartment units and 21,000 square feet development consisting of 84 rental 501 on First is a five-story, mixed use 501 ON FIRST project, which opened in 2017.29-unit market rate rental apartment The Lofts at Mayo Park is a five-story, LOFTS AT MAYO PARK opened in 2021.underground parking. The hotel of a 110-unit hotel with two levels of TownePlace Suites by Marriot consists BY MARRIOTTOWNEPLACE SUITES The Hue Apartments opened in 2020.square feet of commercial/retail space. of 50 rental apartment units and 2,000 mixed use development consistingThe Hue Apartments is a six-story, HUE APARTMENTS 2019.commercial/retail space. It opened in income, and 15,400 square feet ofpersons at 60% of the area median with 20% of the units affordable to sisting of 143 rental apartment units, six-story, mixed use development con-The Residence at Discovery Square is a SQUARERESIDENCE AT DISCOVERY ing opened in 2018.-of ground floor retail space. The build median income, and 2,300 square feet affordable to persons at 50% of the area apartment units, with 19 of the units development consisting of 92 rentalThis project is a six-story mixed use FLATS ON 4TH opened in 2017.The buildingbelow 60% of the area median income. income-restricted to persons at or building, and all of the units areThis is a 68-unit affordable housing 1ST AVENUE FLATS completed in 2016.companies. The renovation wasand leased space for high tech historic building into a restaurant space This project involved the renovation of a EXHIBIT 93 Mayo Clinic Investments IN 2023CERTIFICATIONSPRIVATE INVESTMENT Total InvestmentPrivate Investments$26,456,226.36$172,632,461.06$199,088,689.42 through 2022 is $1,461,132,648.74.investment s. The cumulative total of Mayo Clinic and other private investments $172,632,461.06 in Mayo Clinic investments and $26,456,228.36 in other private$199,088,689.42 for the year ending December 31, 2022, which includesDepartment of Employment and Economic Development (“DEED”) a total of ied to the Minnesota As to private investment certifications, in 2023, we certif 28 INVESTMENTSOTHER PRIVATE OF MAYO CLINIC AND ANNUAL CERTIFICATION 29 94 30 95 ATTACHMENT 96 31 ONE 32 97 33 98 ATTACHMENT TWO 99 34 a 100 36 101 37 102 ATTACHMENT 103 38 THREE 39 104 EXHIBIT 105 40 DECEMBER 2022JUNE 2013 THROUGHEXPENDITURESCITY OF ROCHESTER’S Total Expenditures$60,915,015.66 OF CITY EXPENDITURES.CERTIFICATION ANNUAL 41 106 42 107 108 43 EXHIBIT CERTIFICATIONSDEED 44 109 45 110 46 111 EXHIBIT 112 47 SERVICE SCHEDULECITY DEBT 35 113 48 PRINCIPAL COUPON INTEREST TOTAL P+I DATE latoT00.000,562,12$-74.507,581,8$74.507,054,92$3.75341,452,22,343.753.125%1,430,000.0002/01/20387302/10/80--57.343,2257.343,228.75111,428,43,118.753 .000%1,385,000.0002/01/20376302/10/80--57.811,3457.811,343.75291,408,63,293.753.000%1,345,000.0002/01/20365302/10/80--57.392,3657.392,368.75861,387,82,868.753.000%1,305,000.0002/01/20354302/10/80--57 .868,2857.868,285.001271,,31101,125.002.875%1,270,000.0002/01/20343302/10/80--00.521,10100.521,1018.13871,353,118,878.132.875%1,235,000.0002/01/20332302/10/80--31.878,81131.878,8118.13371,335,135,378 .132.750%1,200,000.0002/01/20321302/10/80--31.873,53131.873,5315.63461,321,151,465.632.750%1,170,000.0002/01/20310302/10/80--36.564,15136.564,1510.63491,303,168,490.633.000%1,135,000.0002/01/20309202 /10/80--36.094,86136.094,8618.13971,290,180,978.130%252.1,110,000.0002/01/20298202/10/80--31.879,08131.879,0818.13871,281,191,878.132.000%1,090,000.0002/01/20287202/10/80--31.878,19131.878,1913.13751 ,252,217,753.135.000%1,035,000.0002/01/20276202/10/80--31.357,71231.357,7121,232,503.13242,503.135.000%990,000.0002/01/20265202/10/80--31.305,24231.305,2421,206,003.13266,003.135.000%940,000.0002/01/ 20254202/10/80--31.300,66231.300,6621,183,378.13288,378.135.000%895,000.0020241/02/03202/10/80--31.873,88231.873,8821,164,753.13309,753.135.000%855,000.0002/01/20232202/10/80--31.357,90331.357,9031,1 45,128.13330,128.135.000%815,000.0002/01/20221202/10/80--31.821,03331.821,0331,124,503.13349,503.135.000%775,000.0002/01/20210202/10/80--31.305,94331.305,9431,102,878.13367,878.135.000%735,000.0002/0 1/20209102/10/80--31.878,76331.878,7638.1362931,8.1362381,5.000%550,000.0002/01/20198102/10/80--48.936,04548.936,0458102/10/20----11.612 Years.Maturity................................................ .................................................................................................age ted AverghWeiNet Interest Cost.................................................................... ..............................................................................................2.6154299%IRS Form 8038 24%97All Inclusive Cost (AIC)................................................... .....................................................................................................2.6882.6130470%.Bond Yield for Arbitrage Purposes................................................. .....................................................................................03%78True Interest Cost (TIC)..................................................................................... ..................................................................2.6412.7176241%.Net Interest Cost (NIC).............................................................................................. .......................................................... 54%77Aaverage Coupon........................................................................................................................ ..........................................3.21711.963 Years.Aaverage Life.............................................................................................................................. ..........................................$254,390.21.Bond Year Dollars................................................................................................................................ ............................... Statistics Yield 8/01/2018.Date....................................................................................................................................... ........................coupon First CDelivery Date.................................................................................................................................................... ...................11/16/201711/16/2017.Dated Date..................................................................................................................................................... ..................... SIGNIFICANT DATES ROCHESTER, MINNESOTA Series 2017B GO TIF Parki /SINGLE PURPOSE/10/16/2017 DEBT SERVICE SCHEDULE (Parking Ramp Project) General Obligation Tax Increment Revenue Bonds, Series 2017B $21,265,000 Post-Sale RESOLUTION114Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITYCLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OFparties as listed in Minnesota State Statutes Sections 469.40 -469.47.Center activities during 2023and authorizes the release of the report to the required of the City/DMCC Joint Report to the State of Minnesota on the Destination Medical consideration, the Common Councilof the City of Rochester, Minnesota, hereby approves BE IT RESOLVED by the Common Council of the City of Rochester that, after due 2023Destination Medical Center Annual Report to the State. 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Pbelowy test results are shownceptional service paange and exThe statistical analysis, salary rContact:ate (Jur Only)1 - Priv Case:2024 ear:eport YR ochesterR Jurisdiction:Compliance Report eports-->RageJobs P<--tu OgoLo ToGsieilittUemoH- Rochester(24-No Submission)Minnesota Pay Equity Management System 3.497 alue of T = V 898= Degrees of Freedom (DF)vllucey@rochestermn.go256650 7-328-CompensBenefits andLuceyLaceyvbbrown@rochestermn.go2560507-328-yroll Labor AnalysaPBrownBrian EmailPhoneTitleName 2/1xpsa.ntMesaC/ytiuqEyaP/sppabmm/vog.nm//:sptthecnanetniaM esaC - ytiuqE yaPMP 03:1 ,42/62/ 1 118 Thank you. so that we can follow up. .equity@state.mn.uspay, please let us know at accessibilitye found it to work correctly for us. If you find errors inWWS software from Freedom Scientific. accessibility using the JAe have testedWAA. WCAG 2.0 level e have worked to ensure this product is accessible and compliant with the standard W Another Caseiew V o Implementation FormTGo *(If 20% or less, test result will be 0.00)5.94 % of female classes receiving ESP.B *8.10 % of male classes receiving ESPA. (Result is B divided by A)0.00%EXCEPTIONAL SERVICE PAY TEST = IV.4.95 ears to max salary for female jobs = vg.# of yA.B 4.14 ears to max salary for male jobs = vg.# of yAA. (Result is A divided by B)83.65%SALARY RANGE TEST = III.($350)y for female jobs = y from predicted pa.in pavg.diff. Ab 2/2xpsa.ntMesaC/ytiuqEyaP/sppabmm/vog.nm//:sptthecnanetniaM esaC - ytiuqE yaPMP 03:1 ,42/62/ M 119.sevitaitini?detpoda?eht?tnemelpmi?ot?dezilitu?eb?lliw?emit?ffatS?.dednuf?eb?esiwrehto?tondluow?taht?stroffe?gnitroppus?,)106,143,5$(?tnarG?ytefaS?cilbuP?emit-eno?a?hguorht?detacolla?si?gnidnuF: tcapmI?ecruoseR?&?lacsiF)1A?metI?adnegA(?noitadnemmoceR?diA?ytefaS?cilbuP?-?noisseS?ydutS?:4202?,71?yraunaJ:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.secitcarp?tsuj?dna?riaf?ot?tnemtimmoc?ruo? nehtgnerts?ew?,noitacudesuounitnoc?ni?gnitsevni?yB?.sesaib?etagitim?dna?,ycnetepmoc?larutluc?ecnahne?,yhtapme?retsof?otsmia?gniniart?sihT?:tnemtrapeD?eriF?retsehcoR?dna?tnemtrapeD?eciloP?retsehcoR?ro f?gniniarT?IED.stnediser?lla?rof?ecitsuj?ot?sseccaelbatiuqe?erusne?spleh?evitaitini?sihT?.metsys?lagel?xelpmoc?a?etagivan?ecitsuj?gnikees?slaudividniot?troppus?detacided?sreffo?hcihw?,noitisop?ecivre S-mitciV?a?niatsuS?:noitisop?ecivreS-mitciV:dednuf?eb?esiwrehto?ton?dluow?hcihw?,sevitaitini?IED?gniwollof?eht?troppus?pleh?snoitacolla?gnidnuF:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?yti libisnopseR?lacsiFytefaS?cilbuP:selpicnirP?lanoitadnuoF?&?seitiroirP?.noisseS?ydutS?,4202?,71?yraunaJ?eht?gnirud?deweiversaw?hcihw?,noitatneserp?dehcatta?eht?ot?refer?esaelp?,snoitacolla?eht?fo?weivr evo?evisneherpmoc?a?roF??.sevitaitini?erutuf?rof?devreser?)%71(106,798$?gnivael?,gninnalp?laicnanif?elbisnopser?serusne?dna?sdeen?etaidemmi?sesserdda?noitacollasihT?.sdnuf?elbaliava?eht?fo?)%38(?000, 444,4$?yletamixorppa?etacolla?dluow?hcihw?,noitacolla?1?esahpa?fo?trap?sa?lavorppa?rof?desoporp?era?sevitaitini?nevele?,tnemssessa?hguoroht?a?retfA?.aera?ecivres?hcaeni?sdeen?yek?ecnavda?osla?taht?gn idnuf?rof?elbigile?sevitaitini?yfitnedi?ot?tnemtrapeD?eciloP?retsehcoR?dna,tnemtrapeD?eriF?retsehcoR?,eciffO?s'yenrottA?ytiC?eht?htiw?detaroballoc?noitartsinimdA?ytiC?.sevitaitiniytefaS?cilbuP?gnicna vda?ot?detacided?106,143,5$?fo?noitacolla?emit-eno?a?si?diA?ytefaS?cilbuP?ehT:evitarraN?tropeR.1?esahP?-?stnemtsevnI?diA?ytefaS?cilbuP?fo?esu?eht?rof?noituloseR?a?gnitpodA:detseuqeR?noitcA???01.F1?es ahP?snoitacollAdiA?ytefaS?cilbuP?emiT-enO?rof?tnemdnemA?tegduB?NOITCA?ROF?TSEUQER hsirraP?noraA:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAnoitartsinimdA?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE A 120 1?esahP?snoitacollA?diA?ytefaS?cilbuP?emiT-enO?rof?tnemdnemA?tegduB?-?noituloseRsnoitadnemmoceR?noitacollA?tnarG?ytefaS?cilbuP?-?noitatneserP:stnemhcattA reluhcS?acisseJ:yB?deraperP.stnemtsevni ?dednemmocer?ezitiroirpeR:)s(noitcA?evitanretl Public Safety Aid Recommendation 121 January 17th, 2024 201 4 122 station is located, etc.)or adjacent to the property on which the police roads, lighting sidewalks, utility components on including related facilities (including access expansion, or improvement of a police station, Construction, reconstruction, remodeling, •Tear gas or chemical munitions•Armored or tactical vehicle•misconductCosts associated with alleged wrongdoing or •year 2022Minnesota Statutes, chapter 477C, in calendar under local unit received Police State Aidfire fund if the county, tribal government, or Contribution to public employees' police and •Other personnel or equipment•emergency servicesand Equipment related to fire, rescue,•First responder wellness•Training programs•Victim services•Mental health crisis responses•Community engagement•programsinterventionprevention and Community violence and•initiatives, including:Public safety•Ineligible UsesEligible Uses$5,341,601Total Funding:Public Safety Aid www.rochestermn.govStr eet SE, Rochester, MN 55904 th 201 4 123(17%)Unallocated: $897,601(83%)Allocated: $4,444,000 Total Funding: $5,341,601 Training ($300,000)•Fleet Reconciliation ($859,000)•COPS Grant Local Match ($950,000)•Camera Infrastructure ($250,000)•Alternative Police Response Pilot Project ($200,000)•$2,559,000PoliceFire Truck Replacement ($1,200,000)•Turnout Gear Lifecycle Correction ($140,000)•SCBA Match ($95,000)•DEI Training ($50,000)•$1,475,000FireService position ($150,000)-Sustain Victim•Sustain City Attorney I position ($250,000)•$400,000City AttorneyInitiatives FundedAllocatedTotal Department Funding Allocation www.rochestermn.govStreet SE, Rochester, MN 55904 th City Attorney Initiatives 124 201 4 125$250,000Funding: Departments Fills the Civil Deputy position to increase support for all City the north stationcollaborate with justice partners, and establish regular office hours at Provides relief for the Criminal Deputy to supervise the diversion, public safetyEnhances criminal prosecution capacity to ensure effective efforts for Anticipated Benefits:position through 2024 and 2025.Sustain the Assistant City Attorney I limited term Objective: City Attorney: Sustain City Attorney I position www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 126$150,000Funding: during the VOCA grant six years agoDemonstrates commitment to the initial City Council pledge made heavy caseload-Sustains intensive response for our domestic abuse Attorney’s Office Ensures compliance with statutory obligations to all victims in the City Anticipated Benefits:2026.term view towards a permanent FTE in -and 2025 with a longWitness position through 2024 -Sustain the VictimObjective: Service position -City Attorney: Sustain Victim www.rochestermn.govStreet SE, Rochester, MN 55904 th Fire Department 127 Initiatives 201 4 128$50,000Funding: of diversity, equity, and belongingProvides fire supervisors with leadership training that includes aspects Benefits:Citizen training to all fire department supervisors.Provide Fire Service Excellence: Serving every Objective: Fire: DEI Training www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 129$95,000Funding: tax levy.financial obligations of the General Fund and property Reduces futurefirefighters.Leverages external funding to replace essential equipment provided to aid partners.equipment with mutual response by standardizingSupports regionalBenefits:Contained Breathing Apparatus’ worn by firefighters.-the SelfLeverage a grant application to replaceObjective:Fire: SCBA Match www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 130$140,000Funding: Reduces future obligations of the General Fund and property tax levymeets lifecycle standards for protection in dangerous environments.art gear that -the-of-Ensures that firefighters are equipped with stateBenefits:replacement standard.Replace turnout gear in accordance with the Objective: Fire: Turnout Gear Lifecycle Correction www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 131$1,200,000Funding: Fund, and the property tax levy.Reduces future obligations of the General Fund, Equipment Revolving Ensures effective response through reliable response vehiclesBenefits:r eplacement). replacement in 2025 and one is currently eligible for Purchase a Fire Truck (one is currently planned for Objective: Fire: Fire Truck Replacement www.rochestermn.govStreet SE, Rochester, MN 55904 th Police Department 132 Initiatives 201 4 133$200,000Funding: Lightens burden on law enforcement resourcesrelated matters-of homelessnessReduces recidivismImproves Community RelationsAnticipated Benefits:program.specialists into the Community Outreach Specialist (COS) Launch a Pilot Project integrating homelessness Objective: Police: Alternative Police Response Program www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 134$250,000Funding: Collection of unbiased and objective evidence for court proceedingsSupports traffic management and enforcementEnhances situational awareness and responseImproves investigationsCrime prevention and deterrenceBenefits:incident locations for enhanced safety and security measures.-Implement additional camera infrastructure at highObjective: Police: Camera Infrastructure www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 135$950,000Funding: operations in 2026Flexibility for officers to engage in additional work while training for Link promoting efficient operationsProactive training and recruitment of officers for Link Rapid Transit, Benefits:officer onboarding ahead of Annual Funding availability.earlyCOPS funding will facilitate Transit Public Safety Services.Recruit and retain 7 officers to support Bus Rapid Objective: Police: COPS Grant Local Match www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 136$859,000Funding: Reduces future obligations in our Equipment Revolving Loan FundEnhances visibility, mobility, and responsiveness of our police officersAids the replacement of outdated vehicles with newer, safer modelsBenefits:budget.and 2025Purchase RPD vehicles not approved for the 2024 Objective: Police: Fleet Reconciliation www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 137$300,000Funding: century community policing philosophyPromotes 21stEnhances public trustFosters empathy and reduces biasesmaking-Improves officer performance and decisionBenefits:teammates.L eadership Training for RPDcultural competencies, and considerations, enhancingEquity, & Inclusion (DEI), use of force include, Diversity,Topics may Policing principles through training.CenturyEnhance & promote the delivery of Objective: Police: Training www.rochestermn.govStreet SE, Rochester, MN 55904 th 201 4 138 Other?and RetentionPublic Safety Teammate Recruitment Police Response Pilot ProjectFurther investment in Alternative Related InitiativesPrecision Policing, Wellness, and ApparatusContained Breathing -Additional Self(OCJC) Justice System Olmsted County Justice Council Additional Fleet InvestmentsNew Fire StationOptions: $897,601 UnallocatedPotential Future Funding www.rochestermn.govSt reet SE, Rochester, MN 55904 th 201 4 139 THANK YOU www.rochestermn.govStreet SE, Rochester, MN 55904 th RESOLUTION140Training ($300,000)·Fleet Reconciliation ($859,000)·COPS Grant Local Match ($950,000)·Camera Infrastructure ($250,000)·Alternative Police Response Pilot Project ($200,000)·$2,559,000Poli ceFire Truck Replacement ($1,200,000)·Turnout Gear Lifecycle Correction ($140,000)·SCBA Match ($95,000)·DEI Training ($50,000)·$1,475,000FireSustain Victim-Service position ($150,000)·Sustain City Attorney I position ($250,000)·$400,000DetailsmountAmountADepartmentPublic Safety Aid Phase 1 funding be utilized for:thatNOW, THEREFORE, BE IT RESOLVED, by the Common Council of the City of Rochester that are necessary or safe access to and use of the building.components on or adjacent to the property on which the police station is located “Related facilities” includes access roads, lighting, sidewalks, and utility §police station, including related facilities.The cost of construction, reconstruction, remodeling, expansion or improvement of a ·The purchase of tear gas, chemical munitions, or substantially similar items.·The purchase of an armored or tactical vehicle or substantially similar vehicle.·Any costs associated with wrongdoing or misconduct.·chapter 477C in calendar year 2022.tribal government, or local unit received Police State Aid under Minnesota Statutes, Its employer contribution to the public employees’police and fire fund if the county, ·An aid recipient may not use aid toward:·To pay other personnel or equipment costs.·Equipment related to fire, rescue, and emergency services.·First responder wellness.·Training programs.·Victim services.·Mental health crisis responses.·Community engagement.·Community violence prevention and intervention programs·Eligible Uses:·WHEREAS, the Public Safety Aid funding has the followingeligibility requirements:theState of Minnesota, and WHEREAS, the City of Rochester received one-time Public Safety Aid of $5,341,601 from Phase 1.Authorizing a Budget Amendment for One-Time Public Safety AidAllocations BE IT FURTHER RESOLVED that theabove-listed financial plannings are approved and 141Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OFthe corresponding amendments to the 2024-25 Adopted City Budget are authorized. M 142 ytilibaniatsuS?&?ytilibisnopseR?lacsiFytefaS?cilbuP:selpicnirP?lanoitadnuoF?&?seitiroirP?.)dia?ytefas?cilbup?emit?eno?yb?gnidnuf?selcihev?eerht?eht?naht?rehto(?dnuf?gnivlovertnempiuqe?eht?fo?tu o?emoc?ot?detseuqer?era?selcihev?rof?sdnuf?eht?,rebmevoN?ni?tseuqer?eht?htiw?sA??.sraey?tegdub?5202?dna?4202?eht?hguorht?selcihevredro?ot?esirpretnE?fo?esu?sti?dnapxe?ot?ekil?dluow?tnemtraped?eht?dna ?,sraey?owt?si?elcyc?tegdub?ehT??.secnatsmucriceseht?ni?teelF?esirpretnE?esu?ot?noitazirohtua?rof?gniksa?si?tnemtraped?ehT?.eno?degamad?eht?ecalper?otelcihev?rehtona?fo?gniredro?suoitidepxe?etatissec en?dluow?hcihw?,snoisilloc?ciffart?sa?hcus?,secnatsmucricneeserofnu?rof?nalp?ot?ekil?dluow?tnemtraped?eht?,ssecorp?gniredro?eht?enilmaerts?ot?,yllanoitiddA??.margorP?tnemeganaMteelF?esirpretnE?eht?hg uorht?elbaliava?yltnerruc?era?selcihev?ehT?.tegdub?launna?4202?eht?htiw?devorppayllaitini?ton?erew?taht?selcihev?ecilop?eerht?eht?eriuqca?ot?sdnuf?eht?fo?noitrop?a?esu?ot?ytinutroppona?si?ereht?,devo rppa?si?snoitacolla?dia?ytefas?cilbup?emit-eno?fo?esahp?laitini?eht?rof?tnemdnema?tegdubeht?fI?.dednuf?erew?11?ylno?dna?,selcihev?ecilop?41?detseuqer?tnemtraped?eht?,4202?raey?tegdub?eht?roF??.margor p?eht?hguorht?selciheverom?redro?dna?margorp?teelF?esirpretnE?eht?fo?esu?sti?dnapxe?ot?ekil?dluow?tnemtraped?eht?,margorpeht?fo?esae?dna?sseccus?eht?ot?euD?.dereviled?neeb?ydaerla?gnivah?net?htiw?,se lcihev?detseuqerylsuoiverp?eht?fo?lla?redro?ot?elba?neeb?sah?DP?ehT?.selcihev?niatbo?ot?ytiliba?s'tnemtraped?eht?dezimitpodna?tessa?na?devorp?sah?rewop?gniyub?s'esirpretnE?,etad?lavorppa?sti?ecnis?sh tnom?eerht?eht?nI??.tcejorp?tolip?a?fo?trap?sa?tnemeganaM?teelF?esirpretnE?morf?selcihev?ecilop?fo?rebmun?detangised?aesael?ot?licnuoC?ytiC?eht?morf?noitazirohtua?deviecer?)DP(?tnemtraped?ecilop?eht? ,3202?,6?rebmevoN?nO:evitarraN?tropeR?.tnemeganaM?teelF?esirpretnE?hguorht?desahcrup?ro?,desael,deriuqca?era?taht?selcihev?ecilop?fo?rebmun?eht?fo?noisnapxe?eht?gnizirohtua?noituloseR?a?gnitpodA:dets euqeR?noitcA???11.F?selciheV?eciloP?fo?esaeL?rof?margorPtnemeganaM?teelF?esirpretnE?eht?fo?noisnapxE NOITCA?ROF?TSEUQER kruT?niatpaC:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAtnemtrapeDeciloP?retsehcoR:T PED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 143 selciheV?teelF?tnemtrapeDeciloP?lanoitiddA?rof?tnemeganaM?teelF?esirpretnE?htiw?tcejorP?toliP?eht?fo?noisnapxE?-?noituloseR:stnemhcattA notyalC?haraS:yB?deraperP?.emit?siht?ta?detseggus?sevitan retla?oN:)s(noitcA?evitanretlA.sesahcrup?elcihev?tuobasnoisiced?erutuf?mrofni?pleh?lliw?hcihw?,atad?yb?detroppus?era?snoitpmussa?eseht?rehtehw?enimreted?otsIPK?gnikcart?si?tnemtraped?ehT??.dezimixam? ytiuqe?dna?ssecorp?gnisael?eht?hguorht?esaerced?lliw?stsocecnanetniam?elcihev?taht?detapicitna?rehtruf?si?tI?.selcihev?ecilop?yrassecen?ssecca?ot?ytiliba?s'tnemtrapedeht?esaercni?ot?detcepxe?si?yrevi led?rof?ytilibaliava?desaercni?dna?gniredro?elcihev?fo?esae?ehT??.thgirtuo?selcihev?eht?gniyub?fi?naht?ssel?eb?lliw?selcihev?eht?rof?yaltuohsac?laitini?ehT?.sdnuf?dia?ytefas?cilbup?emit-eno?yb?derevo c?eb?lliw?devorppa?ton?erew?taht?selciheveerht?eht?rof?sdnuf?ehT?.tegdub?tnerruc?eht?ni?devorppa?ton?erew?selcihev?eerht?eht?rof?sdnuf?ehT:tcapmI?ecruoseR?&?lacsiF?.dezirohtua?tcejorp?tolip?esaeL?tne meganaM?teelF?esirpretnE?-?gniteeM?licnuoC?:3202?,6?rebmevoN:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.margorp?eht?fo?sseccus?dna?selcihev?fo?ytilibaliava?eht?ot?eud?dednapxe?eb?dluohs?margor p?gnisael?ehT:tcapmI?IED?&?snoitaredisnoC?ycilo RESOLUTION144Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVEDTHIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________,2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF comingfrom the equipment revolving fund.may executethoseagreements for necessary police fleet vehicleswithfunding for the project BE IT FURTHER RESOLVED thatif additional agreements with Enterprise are needed,the City necessary vehicles.previously not approved,withpublic safety aid funding assistingthe City in purchasing the the police departmentto acquirethree additional vehicles from Enterprise Fleet that were Minnesota that the Council hereby approves the expansion of the pilot project and authorizes NOW, THEREFORE, BE IT RESOLVED bythe CommonCouncil of the City of Rochester, three months of the contracted relationship.Management for the acquisition of police vehicles due to the clear value provided in the first WHEREAS, it is in the City’s best interest to continue its partnership with Enterprise Fleet efficient police fleet; andpolice officers and community members; reduction ofmaintenance costs; and a more fuel vehicles at time of resale; reduction ofaverage vehicle replacement time; increasedsafety for vehicle fleet budget stability; reduction of large capital outlay; maximization ofpotential equity of WHEREAS, the benefits of leasing police vehiclesinstead of purchasing them include: police Department was authorized to lease vehicles from Enterprise Fleet Management; and WHEREAS, the Common Council authorized a pilot program wherein the Rochester Police Additional Police Department Fleet Vehicles. Authorizing Expansion of the Pilot Projectwith Enterprise Fleet Management for M 145 cimonoce?evorpmi?taht?snrettap?tnempoleved?emocni-dexim?dna?,esu-dexim?,elbaklaw?fo?yteirava?stroppus?yllaedi?krowten?sihT?.krowten?noitatropsnart?dennalp-llew?a?fo?noisiv?redaorb?eht?fo?trapsa ?ytilibom-orcim?dna?,noitatropsnart?dezirotom-non?fo?smrof?rehto?,gnikib?,gnillor?dna?gniklaw?sedulcninoitatropsnart?evitcA?.nalP?noitatropsnarT?evitcA?detelpmoc?yltnecer?eht?htiw?dengila?osla?si?tce jorp?ehT.spotstisnart?gnitsixe?ot?stnemevorpmi?edulcni?dna?tisnart?ot?ssecca?efas?troppus?lliw?tcejorp?siht?dna?,rodirroc)DOT(?tnempoleveD?detneirO-tisnarT?a?sa?yawdaorB?htroN?seifitnedi?tnemucod?dee ccuS?2?gninnalP?ehT.teerts?nabru?na?otni?demrofsnart?gnieb?si?taht?yawhgih?etats?remrof?a?si?rodirroc?yawdaorB?htroN?ehT:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiFseciv reS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.noitca?licnuoC?siht?htiw?ecnadrocca?ni?dehsilbup?eb?neht?lliw?sdiB?.TODnM?ta?tinu?diA?laredeF?eht?yb?devorppa?ecno?dezilanif?eb?lliw?etad?gninepo?dib? a?,gnidnuf?fo?ecruostaht?rof?stnemeriuqer?tnemerucorp?laredef?teem?dna?kcart?no?eludehcs?tcejorp?eht?peek?ot?redro?nI??.TODnM?yb?lavorppa?rof?deweiver?gnieb?yltnerruc?era?taht?snoitacificeps?dnasnalp ?detelpmoc?evah?yeht?dna?,2202?ni?tnatlusnoc?ngised?eht?sa?derih?saw?)BSW(?setaicossA?&?BSW?.emit?a?ta?yawdaor?eht?fo?flah-eno?no?gnirruccokrow?htiw?,ciffart?rednu?detcurtsnoc?eb?ot?dennalp?si?tcejor p?ehT?.gnipacsteerts?dna?,shtap?,spots?tisnart,smetsys?langis?,seitilitu?,tnemevap?wen?lla?gnidulcni?,evA?yawdaorB?htroN?fo?noitcurtsnocer?etelpmoc?ehtsevlovni?tcejorp?ehT?.teerts?nabru?na?otni?demro fsnart?eb?lliw?taht?yawhgih?etats?remrof?a?si?yawdaorBhtroN?.seitilitu?dna?yawdaor?eht?ni?eit?ot?rodirroc?eht?gnola?steerts?edis?eht?gnola?krow?suoenallecsimeb?osla?lliw?erehT?.retneC?noitaerceR?rets ehcoR?eht?ot?ekaL?revliS?ta?egdirb?eht?morf?era?stimiltcejorp?ehT?.5202?dna?4202?ni?noitcurtsnoc?rof?dennalp?si?tcejorP?noitcurtsnoceR?yawdaorB?htroN?ehT:evitarraN?tropeR.1437J.oN?tcejorP?-?tcejorP?n oitcurtsnoceR?yawdaorB?htroN?eht?rof?sdib?rof?tnemesitrevda?dna?gnizirohtuA:detseuqeR?noitcA???21.F1437J?.oN?tcejorP-?retneC?noitaerceR?ot?ekaL?revliS?morf?tcejorPnoitcurtsnoceR?yawdaorB?htroN?-?tnem esitrevdA?diB NOITCA?ROF?TSEUQER iksvorbmoD?nolliD:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAskroW?cilbuP:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE o 146 1437J?.oN?tcejorP?-?tuoyaL?tcejorP?noitcurtsnoceR?yawdaorB?htroN?-?paM:stnemhcattA iksvorbmoD?nolliD:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA 637,120,51$??gnidnuF?tcejorP?latoT?detamitsE?993,479,1$??????????????????????????????????????ytilitU?mrotS513,418,1$?????????????????????????????????????ytilitU?reweS658,460,1$?????????????????????? ????????????????ytilitU?retaW208,800,4$???????????????????????????????sdnuF?kcabnruT000,061,5$??????????????????????????????????sdnuF?laredeF463,999$????????????????????????????????????stnemssessA?tn uomA?????????????????????????????secruoS?gnidnuF??:tcejorp?siht?rof?stnuoma/secruos?gnidnuf?detamitse?eht?era?gniwollof?ehT:tcapmI?ecruoseR?&?lacsiF.pam?bew?a?no?stnemmoc?nettirwedivorp?ot?ytinutropp o?na?dedulcni?taht?tcejorp?eht?fo?gninnigeb?eht?ta?detaerc?osla?saw?etisbew?tcejorp?A?gniraeH?tnemssessA?:4202?,8?yraunaJnitelluB?tsoP?eht?ni?detsop?ecitoN?gniraeH?tnemssessA?:3202?,61?rebmeceDgnirae H?tcejorP?:3202?,6?rebmevoNnitelluB?tsoP?eht?ni?detsop?ecitoN?gniraeH?tcejorP?:3202?,12?rebotcOnitelluB?tsoP?eht?ni?detsop?ecitoN?gniraeH?tcejorP?:3202?,41?rebotcOsrenwo?ytreporp?detceffa?eht?ot?deli am?erew?secitoN?gniraeH?tcejorP?:3202?,9?rebotcOdeliF?dna?devieceR?tropeR?ytilibisaeF?dna?gniraeH?tcejorP?eludehcS?-?gniteeM?licnuoC?:3202?,2?rebotcOnoisseS?ydutS?eht?gnirud?licnuoC?eht?ot?etadpU?:32 02?,7?tsuguAsrenwo?ssenisub?rof?noisses?lanoitamrofni?na?dleh?ecremmoC?fo?rebmahC?:3202?,91?lirpAtcejorp?eht?htiw?detaicossa?secivres?noitisiuqcA?ytreporP?dezirohtuA?-?gniteeM?licnuoC?:3202?,71?lirpA eviL?521?ta?cilbup?eht?rof?esuoH?nepO?:3202?,32?hcraMsrenwo?ssenisub?rof?noisses?lanoitamrofni?na?dleh?ecremmoC?fo?rebmahC?:2202?,71?rebotcOeviL?521?ta?cilbup?eht?rof?esuoH?nepO?:2202?,61?tsuguABSW?h tiw?tcartnoC?secivreS?gnireenignE?dezirohtuA?-?gniteeM?licnuoC?:2202?,7?hcraM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.stnemevorpmi?erutcurtsarfni?gnikamnehw?ytinummoc?ruo?ni?noitatropsnart?f o?sedom?lla?fo?noitaredisnoc?eht?stcerid?hcihw?yciloP?steertSetelpmoC?s’ytiC?eht?stroppus?osla?tcejorp?sihT?.srotisiv?dna?stnediser?rof?efil?fo?ytilauq?eht?dna?ytinutropp 147 M 148:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.ecrofkrow?degagne?na?gniniatniam?ot?laitnesse?si?kcabdeefelbanoitca?dna?ylemiT?.noitazinagro?eht?nihtiw?gnignoleb?fo?esnes?a?ot?dael?nac?dna?tes dnim?htworga?segaruocne?snalp?gninrael?dezilaudividni?gnitomorP?.ytiC?eht?ni?selor?erutuf?rof?slliks?rieht?poleveddna?worg?osla?tub?,selor?tnerruc?rieht?ni?ecnamrofrep?evorpmi?ylno?ton?ot?setammaet?t nerruc?ruo?swollahcihw?,ecapStnelaT?abaS?ni?snalp?tnempoleved?tnemelpmi?nac?seeyolpme?dna?srosivrepus?,yllanoitiddA?.gnipytoerets?ticilpmi?sa?llew?sa?saib?ytiniffa;saib?noitamrifnoc?;saib?nroh/olah?g nidulcni?,sesaib?sserdda?suht?dna?snoitalupop?detneserperrednurof?sgnitar?ecnamrofrep?ni?sdnert?weiv?ot?dezilitu?eb?nac?ecapStnelaT?abaS?.dedivorp?kcabdeefelbanoitca?timil?ro?gnitar?ecnamrofrep?a?ecn eulfni?esiwrehto?yam?taht?sesaib?gnitanimile?,ecnamrofreptuoba?snoitasrevnoc?lufgninaem?ni?egagne?ot?seeyolpme?dna?srosivrepus?swolla?noitazidradnatssihT?.sseccus?fo?setacidni?yek?dna?slaog?nopu?deer ga?tsniaga?ecnamrofrep?eeyolpme?gnirusaemot?lacitirc?si?ssecorp?weiver?ecnamrofrep?lamrof?A?.setammaet?lla?rof?seicnetepmoc?lanoitazinagrofo?noitaulave?tnetsisnoc?eht?gnirusne?,ssecorp?mrofinu?a?sedi vorp?metsys?tnemeganam?ecnamrofrep?A:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiFsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.sesnecil?resu?058?sedulcni?esahcrup siht?dna?stnemtraped?lla?yb?desu?si?ecapStnelaT?abaS?.snalp?tnempoleved?dna?slaog?,sksat?eganam?dnaetaerc?ot?ecapStnelaT?abaS?ezilitu?nac?sreganam?dna?seeyolpmE?.noitacinummoc?tneuqerf?erom?sa?llewsa ?noitaulave?launna?na?ni?htob?,kcabdeef?gniogno?edivorp?ot?loot?a?seeyolpme?dna?sreganam?sedivorpmetsys?sihT?.slaog?lanoitazinagro?dna?laudividni?fo?tnemeveihca?dna?ecnamrofrep?eeyolpme?lufsseccusot? lacitirc?si?kcabdeef?gniogno?,evitceffE?.rennam?elbarusaem?dna?ylemit?,tnetsisnoc?a?ni?ecnamrofrepeeyolpme?setacinummoc?dna?skcart?,metsys?tnemeganam?ecnamrofrep?a?,ecapStnelaT?abaS:evitarraN?tropeR. )erawtfoS?weiveR?ecnamrofreP(?tcennoCSIRH?negolaH?dna?ecnamrofreP?ecapStnelaT?abaS?ot?ssecca?deunitnoc?rof?,5202?,3?.naJ?-?4202,4?.naJ?morf?17.006,06$?fo?tnuoma?eht?ni?,.cnI?erawtfoS?abaS/enotsrenroC ?htiw?tcartnoc?a?gnizirohtuA:detseuqeR?noitcA???31.FerawtfoS?tnemeganaM?ecnamrofreProf?.cnI?erawtfoS?abaS/enotsrenroC?htiw?tcartnoC NOITCA?ROF?TSEUQER hsirraP?noraA:RETNESERPadnegA?tnesnoC:NOITCES?AD NEGAsecruoseR?namuH:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE T 149 fdp.erawtfoS?abaS?retsehcoR?fo?ytiC?rof?mroF?redrO?-?tnemeergA:stnemhcattA retrohweM?adniL:yB?deraperP.noitaulave?taht?fo?tnemele?na?si?sihT?.erawtfosgninnalp?ecruoser?esirpretne?ytiC?ruo?fo?no itaulave?na?devorppa?licnuoC?ytiC?eht?taht?deton?eb?dluohstI?.ssecorp?tnemeganam?ecnamrofrep?eht?gnitelpmoc?ot?sehcaorppa?launam?erom?rehto?etaulave?ot?deendluow?ytiC?ehT?.metsys?tnemeganam?ecnamrofr ep?fo?noitanimile?dna?ecapStnelaT?abaS?htiw?tcartnocfo?noitallecnac?ni?tluser?dluow?tseuqer?fo?laineD?.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tnuoma?tegdub?detcejorp? nihtiw?si?4202?raeY?.stnuoma?tegdub?secruoseR?namuHdevorppa?nihtiw?detadommocca?tub?,tegdub?eht?ni?detcejorp?yllanigiro?naht?rehgih?ylthgils?saw?3202?raeY.esaercni?%8?dradnats?rodnev?si?hcihw?006,06$ ?si?4202?rof?tsoc?eht?dna?211,65$?saw?3202?rof?tsoc?ehT:tcapmI?ecruoseR?&?lacsiF.etad?tcartnoc?lanigiroecnis?raey?hcae?dednetxe?neeb?sah?tcartnoc?ehT?.1102?.naJ?ni?saw?erawtfos?siht?rof?tcartnoc?lani giro?eh Quote Number: Q-73082 150—————————————————————————————————————————————Terms and Conditionsrefundable. Fees are exclusive of applicable sales, use, VAT, GST, digital tax, DST and other taxes and are net of withholding taxes.the billing terms set out in the applicable SOW. Except as otherwise expressly set forth herein, all purchases are non-cancelable and non-in arrears based on actual usage. Notwithstanding the foregoing, one-time fees for services on a SOW shall be invoiced in accordance withnumber of days in the billing frequency period. One-time fees are invoiced on the Order Start Date. Any usage product will be billed monthlyFees are invoiced beginning on the Start Date(s) in accordance with the Billing Frequency. If required, Fees are pro-rated based on the actualPayment terms for this Order shall be Net 15 (days).____________________________________________________________________________________________________________ ______Invoicing Schedule—————————————————————————————————————————————Special Termsdlcollections@csod.com and if the customer indicates that no PO is required, Customer represents that no PO is required for payment.If Customer indicates that a purchase order (“PO”) is required for payment, the customer will provide the PO no later than 3 business days to——————————————————————————— ——————————————————Purchase Order—————————————————————————————————————————————Product(s)*Note: Please send purchase order number to DLCollections@csod.com within three (3) business days of order signing. City of Rochester, MN,201 4th Street SE ,Rochester, Minnesota, United States,55904Customer Billing (Invoice) Address N/A Leena MurphyPrimary Billing (Invoice) Contact City of Rochester, MN,201 4th Street SE ,Rochester, Minnesota, United States,55904Customer Address (Ship To) N/A Leena Murphy No for this purpose?*Is a new purchase order required 01/03/2025Order End Date 01/04/2024Order Start Date City of Rochester, MNCustomer NameCornerstone OnDemand - ORDER Order Effective Date: (Date of Last Signature Below) This Order is hereby incorporated into and made part of the parties’ master agreement (the “Agreement”). If the term of the Agreement is set to 151 Order ValidationDate:Date:Title:Title:Name:Name:Sig nature:Signature:Saba Software (Canada), Inc.CustomerAgreed and accepted:this Order.expire prior to the end of the Order Term, the term of the Agreement is hereby extended through the end of the Order Term for the purposes of M 152,nalP?evisneherpmoC?)S2P(?deeccuS?ot?gninnalP?eht?ni?detats?sa?ycilop?ytiC?stroppus?tcejorp?sihT:tcapmI?IED?&?snoitaredisnoC?yciloP ytiuqE?laicoSsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitir oirP.timrepytilitu?eht?evorppa?ot?daorliaR?eht?rof?gnitiaw?fo?tluser?eht?si?drawa?dib?gnitseuqer?ni?yaled?ehT?.laog?sihtteem?lliw?reddib?wol?eht?dna?,%2.11?si?tcejorp?siht?rof?)EFG?DBT(?laog?ssenisuB ?detegraT?ehT?.reddibwol?tnerappa?eht?ot?drawa?na?htiw?deecorp?licnuoC?eht?sdnemmocer?tnemtrapeD?skroW?cilbuP?ehT??%2.11?fo?laoG???????????????????05.150,365$????????????????????????????????????etami tsE?s'reenignE%8.6??????????????????????????????06.429,294,1$????????????????????????????.cnI?,noitcurtsnoC?roclE%2.11?????????????????????????????46.237,579$???????????????????????????levarG?&?dnaS? retsehcoR%2.11????????????????????????????03.325,095$????????????????gnikcurT?&?gnitavacxE?dlaregztiFEFG?DBT???????????????????????tnuomA?latoT????????????????????????????????????????????emaN?reddiB? :3202?,8?tsuguA?no?deviecer?erew?sdib?gniwollof?ehT?.4202?rebmevoN?yb?etelpmoc?yllaitnatsbus?eb?lliw?dna?4202?yluJ?ni?detcurtsnoc?eb?lliw?tcejorpeht?fo?redniamer?eht?dna?,4202?,13?hcraM?erofeb?neppah ?ot?detals?si?tcejorp?siht?rof?gniraelc?eerT?.kraPlanoigeR?nevahemaG?ot?retsehcoR?ES?morf?shtap?esu?itlum?erutuf?ot?noitcennoc?a?edivorp?dluoc?tcejorpehT?.liarT?keerC?raeB?ot?stcennoc?taht?liart?ES?t eertS?ht02?eht?dna?sliarT?orbmuZ?htuoS/yawdaorBneewteb?noitcennoc?tcerid?erom?a?evah?lliw?retsehcoR?ES?ni?sresu?krowten?liart?eht?,yllacificepS?.ytiCeht?ni?sliart?fo?krowten?retaerg?eht?dna?,sloohcs? ,skrap?,sessenisub?ot?snoitcennoc?edivorp?dna?srekibdna?,sreklaw?,sretummoc?evres?lliw?liart?ehT?.yadot?stsixe?taht?metsys?liart?ruo?ni?pag?a?llif?lliw?tcejorp?sihT:evitarraN?tropeR.2964J?.oN?tcejorP ?-?ES?tS?ht02?othtuos?neht?daorliaR?)PC(?cificaP?naidanaC?ot?ES?evA?dr3?morf?ES?tS?ht61?gnola?htaP?esU?itluM?tcurtsnocot?03.325,095$?rof?gnikcurT?&?gnitavacxE?dlaregztiF?htiw?tcartnoc?a?gnivorppa?noi tuloseR?a?gnitpodA:detseuqeR?noitcA???41.F2964J?.oN?tcejorP?-?ES?tS?ht02ot?htuoS?neht?daorliaR?cificaP?naidanaC?ot?ES?evAdr3?morf?ES?tS?ht61?gnola?htaP?esU?itluM?tcurtsnoCot?gnikcurT?&?gnitavacxE?dla regztiF?htiw?tcartnoC NOITCA?ROF?TSEUQER iksvorbmoD?nolliD:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAskroW?cilbuP:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE i 153 2964J?.oN?tcejorP?“€â?ES?tS?02?ot?htuoS?nehtdaorliaR?PC?ot?ES?evA?3?morf?ES?tS?61?gnola?htaP?esU?itluM?tcurtsnoC?-?tcartnoC?fo?drawA?-?noituloseR2964J?.oN?tcejorP?-?teehS?ataD?tegduB2964J?.oN?t cejorP?“€â?ES?tS?02?ot?htuoS?nehtdaorliaR?PC?ot?ES?evA?3?morf?ES?tS?61?gnola?htaP?esU?itluM?tcurtsnoC?-?tcartnoC?fo?mroF?dradnatS2964J?.oN?tcejorP?-?paM?noitacoL?tcejorP:stnemhcattA seipS?relyT:yB?deraperP.emit?siht?ta?detseggus?si?noitca?evitanretla?oN:)s(noitcA?evitanretlA 000,063$?-?yveL?xaT000,804$?-?sdnuF?diA?laredeF60.151,89$?-?noitavreserP?dna?gnicafruseR?,noitatilibaheR ?teertS?1022J:gnidnuF?tcejorP?laniF?.sdnuf?noitatilibaheR?teertS?launnA?morf?emoc?lliw?noitcurtsnocetelpmoc?ot?deriuqer?sdnuf?lanoitidda?ehT?.yenom?tnarg?laredef?ni?000,804$?dedrawa?neeb?oslasah?tcej orp?sihT?.ES?tS?ht02?ot?htuos?neht?daorliaR?PC?ot?ES?evA?dr3?morf?ES?tS?ht61?gnola?htaP?esUitluM?tcurtsnoC?ot?yvel?xat?ni?000,063$?detacolla?sah?)PIC(?nalP?tnemevorpmI?latipaC?7202-2202?ehT?.tnempole ved?tcejorp?dna?ngised?ni?005,05$?yletamixorppa?dednepxe?evah?ew?,etadoT?.ES?tS?ht61?ta?gnissorc?ecafrus?daorliar?eht?tcurtsnocer?ot?tsoc?eht?dna?,seicnegnitnoc?noitcurtsnoc,gnireenigne?sedulcni?hcih w?,60.151,668$?si?tcejorp?siht?rof?tsoC?elbaborP?fo?noinipO?s'reenignE?ehT:tcapmI?ecruoseR?&?lacsiF?sdiB?fo?tnemesitrevdA?dezirohtuA?-?gniteeM?licnuoC?:3202?,62?enuJ2964J?.oNtcejorP?-?redluohS/enoZ?r aelC?rof?tseuqeR?ecnairaV?a?devorppA?-?gniteeM?licnuoC?:2202?,41?rebmevoNgniteeM?doohrobhgieN?:2202?,81?rebotcOEStS?ht02?dna?ES?tS?ht61?neewteb?yaw-fo-thgir?PC?eht?nihtiw?liart?a?fo?noitcurtsnoc?eht? wolla?ot?tnemesaena?rof?daorliaR?cificaP?naidanaC?htiw?tnemeerga?na?dezirohtuA?-?gniteeM?licnuoC?:5102?,91?rebotcOgniteeM?doohrobhgieN?:4102?rebotcO:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.k raP?nevahemaG?sdrawot?htuos?eht?ot?noitcennoc?erutuf?a?sedivorp?osladna?nwotnwod?ot?ES?tcennoc?ylidaer?lliw?taht?pag?a?sesserdda?noitcennoc?liart?sihT?.seitiliba?lla?fo?elpoepfo?sdeen?eht?steem?taht? metsys?noitatropsnart?tneinevnoc?,elbissecca?,efas?a?fo?trap?sa?esu?tisnart?dna,gnilcycib?,gniklaw?segaruocne?taht?metsys?noitatropsnart?ladom-itlum?a?gnitaerc?fo?laog?eht?gnidulcn 154 CITY OF ROCHESTER, MINNESOTA155Corporate Acknowledgement13.W-9 Form12.Contractor’s Supplemental Responsible Contractor Certificate11.Workers Compensation Insurance Certificate10.Payment Bond for Labor and Material (if needed)9.Performance Bond8.Tennessen Warning7.This Contract6.identified as Sheets 1 to _______ forPlans and drawings which areattached to the Specifications or which are 5.Specifications4.Special Provisions, (if any)3.General Conditions of the Specifications for Public Improvements2.The Form of Proposal (conformed copy)1.parts:ARTICLE IV. The Contract Documents shall consist of the following component .$590,523.30of quantities, is estimated to be Rochester, Minnesota, the aggregate of which prices, based on the approximate schedule to those in the accepted Contractor's proposal on file in the office of the City Clerk of in the conformed copy of the Form of Proposal hereto attached, which prices shall conform accept payment in accordance with the prices bid for the unit or lump sum items as set forth ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive and .August30, 2024be fully and satisfactorily completed on, or beforeARTICLE II. The Contractor agrees that the work contemplated by this contract shall and to do everything required by this agreement and the contract documents.South to 20 St SEJ4692Construct Multi Use Path along 16 St SE from 3 Ave SE to CP Railroad then Minnesota for all the provisions of the plans and specifications prepared by the City Engineer of Rochester, ARTICLE I. The Contractor hereby covenants and agrees to perform and execute Contractor, for the consideration hereinafter stated, agree as follows:called the "Contractor". THIS AGREEMENT WITNESSETH, that the Owner and the hereinafter Street, Goodhue, MN 55027 th Fitzgerald Excavating & Trucking, 21432 350by and between the City of Rochester, Minnesota, hereinafter called the "Owner" and THIS AGREEMENT, made and signed this _______ day of ________________, 20 ____, FORM OF CONTRACT J4692Construct Multi Use Path along 16 St SE from 3 Ave SE to CP Railroad 156Michael Spindler-Krage, City Attorney____________________________________Approved as to Form & ExecutionTitleByTitleByCont ractor Kelly K. Geistler, City ClerkAttest Kim Norton, MayorByThe City of Rochester, Minnesotaseals as of the day and year first above written.IN WITNESS WHEREOF, the parties to this agreement have hereunto set their hands and and conditions.contractor has read this agreement, understands it, and agrees to be bound by its terms by the signature below of its authorized representative, hereby acknowledges that the representations, oral or written, not specified herein regarding this agreement. Contractor, writing and signed by both parties. There are no understandings, agreements, or consent, modification, or change of terms of this agreement shall bind either party unless in This contract constitutes the entire agreement between the parties. No waiver, provided for in writing by the parties.shall prevail against any inconsistencies found in the Form of Proposal, unless otherwise repeated. The terms of the General Conditions of Specifications and Special Provisions Contract, and all documents are as fully a part of the contract as if attached hereto or herein This contract, together with the documents hereinabovementioned, form the then South to 20 St SE 1/22/2024157 COUNCIL ACTION DATEMINNESOTA PROJECT NO. TA 5523 (186) then South to 20 St SE Completion DateProject Substantial 2023 Construct Multi Use Path along 16 St SE from 3 Ave SE to CP Railroad Date of OriginationPedestrian Facilities (550)Storm Sewer (450)TOTALCross Surfacing Agreement 16th St SEEngineering, Interest, ContingenciesTOTAL TOTAL0.0%100.0%100.0%41.6%46.3%Tax Levy47.1%53.7%Federal Aid Funds11.3%Street Rehabilitation, Resurfacing and Preservation2201FUNDING DISTRIBUTION PERCENTAGE$0.00Tax LevyFederal Aid Funds$98,151.06Street Rehabilitation, Resurfacing and Preservation2201FUNDING DISTRIBUTION$0.00$98,470.77$78,470.77$0.00$0.00SUB-TOTAL$59,971.50$57,300.00CONSTRUCTION COSTSFINALCONTRACTFEASIBILITYEN GINEER ESTIMATE /02/05/2406/26/2308/30/24Description:06/26/23CIP Project No.: 8Type: Ped Fac.SP 159-090-023State ProjectPage No.: 411Year: 20234692J No.Capital Improvement Information:Project No.CityProject Inspector:Fitzgerald Excavating & TruckingContractor:CityEngineering Firm:Amy KreofskyProject Manager:BUDGET DATA SCHEDULE FOR CONSTRUCTION CONTRACT RESOLUTION158shall be deemed to have abandoned the same.after the contract is ready for their signature, and if not executed by them in said time, they BE IT FURTHER RESOLVED that the bidder shall execute all contracts within ten days lowest bidder, which shall be retained until the contract has been executed; anddeposits made with their bids, except the deposits of the successful bidder and the next BE IT FURTHER RESOLVED that the City Clerk is directed to return to all bidders the ;andalong 16 St SE from 3 Ave SE to CP Railroad then South to 20 St SEJ4692Construct Multi Use Path following approved local improvements: Project No.is authorized for the Fitzgerald Excavating & Trucking,contract for construction with isherebyacceptedandex ecutionofthestandard City $590,523.0Minnesota,thatthebidofNOW,THEREFORE,BEITRESOLVEDbytheCommonCounciloftheCityofRochester, and responsible bidder.is the lowest responsive Fitzgerald Excavating & TruckingWHEREAS, it appears that ; and$1,492,924.60Elcor Construction, Inc.$975,732.64Rochester Sand & Gravel$590,523.30Fitzgerald Excavating & Trucking,the following bids were received complying with theadvertisement:South to 20 St SEJ4692Construct Multi Use Path along 16 St SE from 3 Ave SE to CP Railroad then No. WHEREAS, pursuant to an advertisement for bids for the following improvement(s):Project 3 Ave SE to CP Railroad then South to 20 St SE.Awarding Contract for Project No.J4692Construct Multi Use Path along 16 St SE from PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF159Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 160 evitcA?.nalP?noitatropsnarT?evitcA?detelpmoc?yltnecer?eht?htiw?dengila?osla?si?tcejorp?ehT?.spotstisnart?gnitsixe?ot?stnemevorpmi?edulcni?dna?tisnart?ot?ssecca?efas?troppus?lliw?tcejorp?siht?dn a?,rodirroc)DOT(?tnempoleveD?detneirO-tisnarT?a?sa?yawdaorB?htroN?seifitnedi?tnemucod?deeccuS?2?gninnalPehT?.teerts?nabru?na?otni?demrofsnart?eb?lliw?taht?yawhgih?etats?remrof?a?si?rodirroc?yawdaorB? htroN?ehT:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiFsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.yaw-fo-thgir?yawdaorB?htroN?gnitsixe?eht?dna?enil?ytreporp?)dn eB?reviR?avivA(?4?lecraP?eht?neewteb?pagllams?a?sesolc?yaw-fo-thgir?wen?sihT?.dehcatta?si?aera?tnemesae?yaw-fo-thgir?wen?eht?gnitciped?hcteks?A.)199510346247?dna?581610446247?.soN?DIP(?,slecrap?denwO -ytiC?owt?fo?snoitrop?ssorca?yaw-fo-thgiryawdaorB?htroN?eht?fo?noisnapxe?ronim?a?seriuqer?noitcesretni?eht?fo?yrtemoeg?wen?eht?,yllacificepS.sdnal?cilbup?ssorca?tnemesae?na?seriuqer?tcejorp?eht?,noit idda?nI?.noitcesretni?eht?tcurtsnocerot?sdnal?etavirp?morf?dedeen?stnemesae?fo?noitisiuqca?eht?dezirohtua?ydaerla?sah?licnuoC?ehT?.tuoyal?tcejorp?dehcatta?eht?ni?nwohs?sa,htuos?eht?ot?evom?lliw?noitc esretni?eht?fo?stnemele?,snosaer?ytefas?roF?.WN?lP?ekaL?revliS?deman?daoretavirp?a?dna?,EN?tS?ht41?,yawdaorB?htroN?fo?noitcesretni?eht?fo?noitarugifnocer?eht?sedulcni?tcejorp?ehT?.emit?a?ta?yawdaor?e ht?fo?flah-eno?no?gnirruccokrow?htiw?,ciffart?rednu?detcurtsnoc?eb?ot?dennalp?si?tcejorp?ehT?.gnipacsteerts?dna?,shtap?,spots?tisnart,smetsys?langis?,seitilitu?,tnemevap?wen?lla?gnidulcni?,evA?yawdao rB?htroN?fo?noitcurtsnocer?etelpmoc?ehtsevlovni?tcejorp?ehT?.teerts?nabru?na?otni?demrofsnart?eb?lliw?taht?yawhgih?etats?remrof?a?si?yawdaorBhtroN?.seitilitu?dna?yawdaor?eht?ni?eit?ot?rodirroc?eht?gn ola?steerts?edis?eht?gnola?krow?suoenallecsimeb?osla?lliw?erehT?.retneC?noitaerceR?retsehcoR?eht?ot?ekaL?revliS?ta?egdirb?eht?morf?era?stimiltcejorp?ehT?.5202?dna?4202?ni?noitcurtsnoc?rof?dennalp?si? tcejorP?noitcurtsnoceR?yawdaorB?htroN?ehT:evitarraN?tropeR.1437J?.oNtcejorP?–?tcejorP?noitcurtsnoceR?yawdaorB?htroN?eht?rof?)199510346247?dna?581610446247?.soN?DIP(slecrap?denwO-ytiC?revo?tnemesaE?ya W?fo?thgiR?tnenamreP?fo?noitaralceD?eht?fo?noitucexe?gnizirohtuA:detseuqeR?noitcA???51.F1437J?.oN?tcejorP?-?slecraP?denwO-ytiC?revo?tnemesaE?yaW-fo-thgiR?tnenamreP?fonoitaralceD?tcejorP?noitcurtsnoce R?yawdaorB?htroN NOITCA?ROF?TSEUQER iksvorbmoD?nolliD:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAskroW?cilbuP:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE t 161 1437J?-?noitpircseD?dna?tibihxE?tnemesaE?yaW-fo-thgiR?tnenamreP?-?paM1437J1437J?.oN?tcejorP?-?tuoyaL?tcejorP?noitcurtsnoceR?yawdaorB?htroN?-?paM1437J?.oN?tcejorP?-?tnemesaE?yaW-fo-thgiR?tnenamr eP?-?noitaralceD:stnemhcattA iksvorbmoD?nolliD:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.noitca?siht?ot?detaler?stcapmi?lacsif?on?era?erehT:tcapmI?ecruoseR?& ?lacsiF.pam?bew?a?no?stnemmoc?nettirwedivorp?ot?ytinutroppo?na?dedulcni?taht?tcejorp?eht?fo?gninnigeb?eht?ta?detaerc?osla?saw?etisbew?tcejorp?A?gniraeH?tnemssessA?:4202?,8?yraunaJnitelluB?tsoP?eht?ni ?detsop?ecitoN?gniraeH?tnemssessA?:3202?,61?rebmeceDgniraeH?tcejorP?:3202?,6?rebmevoNnitelluB?tsoP?eht?ni?detsop?ecitoN?gniraeH?tcejorP?:3202?,12?rebotcOnitelluB?tsoP?eht?ni?detsop?ecitoN?gniraeH?tce jorP?:3202?,41?rebotcOsrenwo?ytreporp?detceffa?eht?ot?deliam?erew?secitoN?gniraeH?tcejorP?:3202?,9?rebotcOdeliF?dna?devieceR?tropeR?ytilibisaeF?dna?gniraeH?tcejorP?eludehcS?-?gniteeM?licnuoC?:3202?,2 ?rebotcOnoisseS?ydutS?eht?gnirud?licnuoC?eht?ot?etadpU?:3202?,7?tsuguAsrenwo?ssenisub?rof?noisses?lanoitamrofni?na?dleh?ecremmoC?fo?rebmahC?:3202?,91?lirpAtcejorp?eht?htiw?detaicossa?secivres?noitisi uqcA?ytreporP?dezirohtuA?-?gniteeM?licnuoC?:3202?,71?lirpAeviL?521?ta?cilbup?eht?rof?esuoH?nepO?:3202?,32?hcraMsrenwo?ssenisub?rof?noisses?lanoitamrofni?na?dleh?ecremmoC?fo?rebmahC?:2202?,71?rebotcOe viL?521?ta?cilbup?eht?rof?esuoH?nepO?:2202?,61?tsuguABSW?htiw?tcartnoC?secivreS?gnireenignE?dezirohtuA?-?gniteeM?licnuoC?:2202?,7?hcraM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.stnemevorpmi?e rutcurtsarfni?gnikam?nehw?ytinummoc?ruo?ni?noitatropsnart?fo?sedom?lla?redisnoc?otyciloP?steertS?etelpmoC?s’ytiC?eht?stroppus?osla?tcejorp?sihT?.srotisiv?dna?stnediser?rof?efil?fo?ytilauq?ehtdna?ytin utroppo?cimonoce?evorpmi?taht?snrettap?tnempoleved?emocni-dexim?dna?,esu-dexim?,elbaklaw?foyteirav?a?gnitroppus?krowten?noitatropsnart?dennalp-llew?a?fo?noisiv?redaorb?eht?fo?trap?sa?ytilibom-orcimdn a?,noitatropsnart?dezirotom-non?fo?smrof?rehto?,gnikib?,gnillor?dna?gniklaw?sedulcni?noitatropsnar 1?162?interfere?with?the?use?of?the?Right?of?Way?EasementDeclarant’s?judgment?unreasonably?any?trees,?shrubs,?or?other?vegetation?that?in?the?,?trim,?or?remove?from?the?Easement?Area?as?a?public?righ t-of-way;?and?also?the?right?to?cut?type?that?are?not?inconsistent?with?use?public?and?private?utilities?or?improvements?of?anyers?and?sanitary?sewers;?and,?other?water?and?sanitary?sewer?mains?and?p ipes;?storm?sewrelated?facilities;?hydrants;?curb?and?gutter;?retaining?wall;?streetlights;?signals,?signage?and?ent?Area?a?road,?sidewalk?and?trail;?inspect,?alter,?repair?and?replace?within?the?Eas emruct,?reconstruct,?operate,?maintain,?employees,?contractors,?and?agents?to?locate,?constes?the?right?of?the?Declarant,?its?Scope?of?Easement.?The?Right?of?Way?Easement?includ3.??Exhibit?C?(the?“Ea sement?Area”).?on?Exhibit?B?and?depicted?on?the?sketch?attached?asat?part?of?the?Property?legally?described?of?way?purposes?over,?under,?across,?and?through?thants?a?permanent?easement?for?right?Gran t?of?Easement.?Declarant?hereby?declares?and?gr2.?part?of?this?instrument.??ibits?are?hereby?incorporated?and?made?Incorporation.??The?above?recitals?and?attached?exh1.?Permanent?Right?of?Way?Easemen t???of?the?Property.??easement?over,?under?and?across?part?Grantor?desires?to?declare?a?permanent?right?of?wayB.?(collectively,?the?“Property”).?16185?and?742643015991?on?Exhibit?A,?Parcel?Identifica tion?Numbers?7426440d?County,?Minnesota,?legally?described?Declarant?is?the?fee?owner?of?real?estate?in?OlmsteA.??Recitals?arant”).??Rochester,?a?Minnesota?municipal?corporation?(“Decl__,?2024,?by?th e?City?of??THIS?DECLARATION?is?made?this?___?day?of?_________?PERMANENT?RIGHT?OF?WAY?EASEMENT?DECLARATION?OF??Error!?Unknown?document?property?name. 2?163(612)?337-9300?Minneapolis,?MN?55402?150?South?Fifth?Street,?Suite?700?Kennedy?&?Graven,?Chartered?This?Instrument?Drafted?By:???????????My?Commission?expires????????Notary?Public????????_______ _______________________________?half?of?the?corporation.??Rochester,?a?Minnesota?municipal?corporation,?on?bend?City?Clerk,?respectively,?of?the?City?of?2024,?by?Kim?Norton?and?Kelly?Geistler,?the?Ma yor?a?this?____?day?of?_________________,?The?foregoing?instrument?was?acknowledged?before?me?COUNTY?OF?OLMSTED?)?????)?ss:?STATE?OF?MINNESOTA?)??ACKNOWLEDGMENT??????????Kelly?Geistler,?City?Clerk?At test?_____________________________________????????????????Kim?Norton,?Mayor?By?________________________________________????City?of?Rochester:?????????DECLARANT???day?of??________________________,?202 4.xecuted?this?_____?,?said?Declarant?has?caused?this?instrument?to?be?e IN?WITNESS?WHEREOF?STATE?DEED?TAX?DUE?HEREON:??NONE??he?doctrine?of?merger.?reason?of?the?common?ownership?of?the?Property?or? tn?shall?not?terminate?or?expire?by?No?Merger.??The?Right?of?Way?Easement?granted?herei5.??and?assigns.??binding?on?the?Declarant?and?Declarant’s?successorsherein?shall?run?with?the?land?and?be?Bindi ng?Effect.??The?Right?of?Way?Easement?granted?4.?Error!?Unknown?document?property?name. 3?164???????Tract?2?(PIN#?742643015991):?????Tract?1?(PIN#?742644016185):???Legal?Description?of?the?Property??Exhibit?A?Error!?Unknown?document?property?name. 4?165?????said?curve,?6.47?feet?and?there?terminating.?degrees?53?minutes?14?seconds?West,?not?tangent?to?conds?East,?92.64?feet;?thence?North?55?chord?which?bears?North?14?degrees?59?minutes?03?sees ?49?seconds,?radius?of?5809.58?feet?and?a?southeasterly,?central?angle?of?00?degrees?54?minutg?a?nontangential?curve,?concave?Avenue?North);?thence?northeasterly?92.64?feet?aloncular?to,?the?centerli ne?of?said?Broadway?westerly?of,?as?measured?parallel?with?and?perpendily?right?of?way?line?being?80.00?feet?as?described?in?Document?Number?299889?(said?wester?right?of?way?line?of?Broadway?Avenue?N orth?minutes?22?seconds?East,?60.62?feet?to?the?westerly?West,?93.27?feet;?thence?South?75?degrees?28?feet;?thence?South?44?degrees?36?minutes?27?seconds?45?degrees?23?minutes?33?seconds?West,?8.24?a long?said?southeast?line,?18.28?feet;?thence?Northuth?18?degrees?52?minutes?07?seconds?West,?feet?for?the?point?of?beginning;?thence?continue?Soline?of?said?Outlot?13,?a?distance?of?186.18?seconds?We st,?assumed?bearing,?along?the?southeast?3,?thence?South?18?degrees?52?minutes?07?Commencing?at?the?northeast?corner?of?said?Outlot?1?scribed?as?follows:?North,?Range?14?West,?Olmsted?County,?Minneso ta,?derter?of?Section?26,?Township?107?Outlot?29,?NORTHERN?ADDITION,?and?the?Southeast?Qua,?under?and?across?that?part?of?Outlot?13?and?A?permanent?easement?for?right?of?way?purposes?over???Legal?Des cription?of?the?Right?of?Way?Easement?Exhibit?B??Error!?Unknown?document?property?name. 5?166?Sketch?of?Right?of?Way?Easement?Exhibit?C??Error!?Unknown?document?property?name. 167 ZUMBRO RIVER 168(SEE ATTACHED)PROPOSED RIGHT OF WAY EASEMENT DESCRIPTION:RIGHT OF WAY EASEMENT AREA = 3,092 SQUARE FEETEASEMENTPROPOSED RIGHT OF WAY OLMSTED COUNTY, MINNESOTA SECTION 26-107-14 41 SE NORTHERN ADDITION &PART OF OUTLOT 13 & 29 www.wsbeng.com507-218-3745Rochester, MN 559013701 40th Avenue NWCITY OF ROCHESTER01/22/2024JJR1" = 50'020170020170 V-EX3 EASEMENT EXHIBIT OUTLOT 13NE COR.S18°52'07"W 186.18 OUTLOT 29SE LINESE LINE OUTLOT 13 6.47N55°53'14"W"94'45°0=Δ85.9085=R46.29=LChd L=92.64Chd=N14°59'03"ES75°28'22"E 60.62S44°36'27"W 93.278.24N45°23'33"W18.28S18°52'07"W N. LINE OUTLOT 29SE LINE OUTLOT 29R/W LINE PERCHANNEL EASEMENT PER DOC. NO. 557873PARCEL PER DEED DOC. NO. 200256OWNER: CITY OF ROCHESTER BROADWAY AVENUE NORTH CENTERLINECENTERLINE 80 NO. A-1336728NO. A-133672820' U.E. PER DOC.S. LINE OUTLOT 13NO. A-1098999EASEMENT PER DOC.SANITARY SEWERPER DOC. NO. 617720FLOOD CONTROL EASEMENTPER DOC. NO. 617720FLOOD CONTROL EASEMENTAND 546378PER DOC. NO. 54500026' DRIVEWAY EASEMENT 80 S. LINE OUTLOT 12N. LINE OUTLOT 13R/W LINE PER PROPOSED?RIGHT?OF?WAY?EASEMENT?DESCRIPTION?169??termina?ng.?ngent?to?said?curve,?6.47?feet?and?there?North?55?degrees?53?minutes?14?seconds?West,?not?taes?59?minutes?03?seconds?East,?92.64?feet;?then ce?5809.58?feet?and?a?chord?which?bears?North?14?degref?angle?of?00?degrees?54?minutes?49?seconds,?radius?onontangen?al?curve,?concave?southeasterly,?central?thence?northeasterly?92.64?feet?along?a?t o,?the?centerline?of?said?Broadway?Avenue?North);?ular?esterly?of,?as?measured?parallel?with?and?perpendic(said?westerly?right?of?way?line?being?80.00?feet?worth?as?described?in?Document?Number?29988 9?the?westerly?right?of?way?line?of?Broadway?Avenue?N?5?degrees?28?minutes?22?seconds?East,?60.62?feet?tominutes?27?seconds?West,?93.27?feet;?thence?South?7econds?West,?8.24?feet;?thence?South?44?deg rees?36?18.28?feet;?thence?North?45?degrees?23?minutes?33?snutes?07?seconds?West,?along?said?southeast?line,?of?beginning;?thence?con?nue?South?18?degrees?52?mioint?said?Outlot?13,?a?distance?of?186. 18?feet?for?the?pWest,?assumed?bearing,?along?the?southeast?line?of?3,?thence?South?18?degrees?52?minutes?07?seconds?Commencing?at?the?northeast?corner?of?said?Outlot?1?Olmsted?County,?Minnesota,?des cribed?as?follows:??on?26,?Township?107?North,?Range?14?West,?NORTHERN?ADDITION,?and?the?Southeast?Quarter?of?Secnd?across?that?part?of?Outlot?13?and?Outlot?29,?An?easement?for?right?of?way?purposes? over,?under?a?? M 170 CLL?,retsehcoR?GWT?-?tnemeergA?seitilicaF?nairtsedeP?-?gniteeM?licnuoC?:3202?,5?enuJ:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.seitilicaf?nairtsedep?fo?noitcurtsnoc?eht?rof?tnemyap?erutu frof?noitagilbo?eht?sserdda?ot?detucexe?eb?yam?renwo?eht?htiw?tnemeerga?na?,emit?retal?a?ta?detcurtsnoceb?ot?gniog?era?seitilicaf?nairtsedep?fi?taht?seriuqer?edoC?tnempoleveD?deifinU?eht?,detcurtsnoc ton?era?sklawedis?fI?.noitcidsiruj?s'ytiC?eht?rednu?segatnorf?daor?cilbup?lla?gnola?deriuqer?era?sklawediS:tcapmI?IED?&?snoitaredisnoC?yciloP ytefaS?cilbuPtnemeganaM?htworG?&?ycnarbiV?cimonocE:selpic nirP?lanoitadnuoF?&?seitiroirP.ytreporp?tcejbus?eht?fo?renwo?wen?eht?sa?,CLL?,renwOytleF?no?stalF?htiw?tnemeerga?tnemecalper?a?etucexe?ot?noitazirohtua?rof?sksa?tseuqer?siht?os?,ytiC?ehtyb?detucexe?t on?saw?,renwo?sa?,CLL?,retsehcoR?GWT?htiw?tnemeerga?suoiverp?ehT?.ytreporp?emas?ehtrof?,CLL?,retsehcoR?GWT?htiw?tnemeergA?seitilicaF?nairtsedeP?a?devorppa?licnuoC?eht?,3202?,5?enuJ?nO?.renwO?eht?yb?d etucexe?dna?ytiC?eht?yb?detfard?neebsah?tnemeerga?nA?.srenwo?ytreporp?gnittuba?dna?,ytiC?eht?,renwO?eht?fo?tifeneb?lautum?eht?ot?si?emitsiht?ta?seitilicaf?deriuqer?eht?gnitcurtsnoc?fo?ueil?ni?tnemeer ga?seitilicaf?nairtsedep?a?fo?noitucexe?eht?tahteerga?setammaet?ytiC?dna?renwO?ehT?.rettug?dna?bruc?gnidulcni?,sdradnats?ytiC?teem?ot?tliub?yltnerructon?si?daor?eht?nehw?egatnorf?teerts?eht?gnola?kla wedis?a?tcurtsnoc?ot?elbisaef?ton?si?ti?,emit?siht?tA?.teerts?eht?fo?trap?sa?dellatsnirettug?dna?bruc?a?ereht?si?ron?,doohrobhgien?siht?ni?ES?dR?doowtsaE?gnola?detcurtsnoc?klawedison?si?erehT?.ES?dR? doowtsaE?gnola?ytreporp?sti?fo?egatnorf?eritne?eht?gnola?seitilicaf?nairtsedep?edivorpot?noitagilbo?eht?degdelwonkca?sah?renwO?ehT?.atosenniM?,ytnuoC?detsmlO?,talpeR?tsriF?bulC?enwoTretsehcoR?,1?kcol B?,2?toL?sa?debircsed?ytreporp?laer?eht?fo?renwO?eht?si?CLL?,renwO?ytleF?no?stalF:evitarraN?tropeR.yaw-fo-thgir?ES?dR?doowtsaE?gnittuba?ytreporp?sti?fo?egatnorf?eritne?eht?gnola?seitilicaf?nairtsedep fo?noitallatsni?eht?erusne?ot?,CLL?,renwO?ytleF?no?stalF?htiw?tnemeerga?seitilicaf?nairtsedep?a?gnizirohtuA:detseuqeR?noitcA???61.FCLL?,renwOytleF?no?stalF?-?tnemeergA?seitilicaF?nairtsedeP NOITCA?ROF?TSEUQER iksvorbmoD?nolliD:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAskroW?cilbuP:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE F 171 CLL?renwO?ytleF?no?stalF?-?tnemeergA?seitilicaF?nairtsedeP:stnemhcattA relliM?eimaJ:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tnemeerga?seitilicaf?nair tsedep?tcejbus?eht?fo?gnidrocerdna?noitaraperp?eht?rof?641$?fo?eef?gnidrocer?dna?noitaraperp?tnemucod?a?stcelloc?skroW?cilbuP:tcapmI?ecruoseR?&?lacsi 172 173 174 175 176 177 178 M 179 gniraeH?cilbuP?-?noissimmoC?gninnalP?:3202?,31?rebmetpeS?tneS?ecitoN?gniraeH?cilbuP?:3202?,92?tsuguAgniteeM?noitamrofnI?doohrobhgieN?:3202?,51?tsuguAAPC100-3202DC?.oN?tnemdnemA?nalP?esU?dnaL?fo ?lavorppA?-?gniteeM?licnuoC?:3202?,51?yaM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.etiseht?fo?tnempoleved?rof?ytreporp?eht?ot?tnecajda?yletaidemmi?ydaerla?era?senil?sag?dna?cirtcele?,retaw,r ewes?,syawdaoR?.retsehcoR?fo?ytiC?eht?yb?sedis?lla?no?dednuorrus?si?ti?sa?erutcurtsarfni?cilbup?fo?esutneiciffe?dna?lacigol?a?si?ytreporp?tcejbus?eht?fo?aera?eht?otni?noisnapxE?.ytilibaniatsus?lacsif ?gnizisahpmefo?elpicnirP?eroC?nalP?evisneherpmoC?eht?seveihca?ecnanidrO?yb?noitaxennA?siht?gnivorppA:tcapmI?IED?&?snoitaredisnoC?yciloP tnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?& ?seitiroirP.eunitnoc?ot?noitaxenna?eht?rof?wolla?dna?noitpircsed?lagel?eht?tcerroc?lliw?sgnidaer?ecnanidro?tneuqesbusdna?noitacilppa?siht?fo?lavorppa?,hcus?sA?.ecnanidrO?eht?nihtiw?deyevnoc?yletarucc ani?saw?noitpircsedlagel?eht?taht?deton?etats?eht?,weiver?sti?gniruD?.noitaxenna?eht?fo?gnilif?rof?etats?eht?ot?noitatnemucodderiuqer?eht?dettimbus?tnempoleveD?ytinummoC?,7054?.oN?ecnanidrO?fo?noitpo da?eht?gniwolloF?.3202?,02?rebmevoN?no?detpoda?suhtdna?emit?dnoces?a?daer?yltneuqesbus?saw?tI?.3202?,61?rebotcO?no?daer?tsrif?saw?ssecorp?eht?etelpmocot?yrassecen?sgnidaer?ecnanidrO?detaicossa?ehT?.0 -7?fo?etov?a?htiw?)5.G?metI(?licnuoC?nommoC?ehtyb?devorppa?dna?draeh?ylud?saw?XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?,3202?,2?rebotcO?nO:evitarraN?tropeR??.gnidaer?tsrif?arof?noitpircsed?lagel?det cerroc?eht?htiw?ecnanidrO?desiver?eht?eraperp?ot?yenrottA?ytiC?eht?gnitceriD?.2?.3202,02?rebmevoN?no?detpoda?dna?licnuoC?yb?devorppa?ylsuoiverp?,WN?evA?ht73?fo?tsew?dna?WN?tSht56?fo?htuos?detacol?,et is?erca-31.5?eht?fo?noitpircsed?lagel?detcerroc?a?etaroprocni?ot?,seinapmoCreieM?yb?,XNA500-3202DC?.oN?noitacilppA?ecnanidrO?yb?noitaxennA?desiver?a?gnivorppA?.1:detseuqeR?noitcA???71.FseinapmoC?reie M?yb?XNA500-3202DC.oN?noitacilppA?ecnanidrO?yb?noitaxennA?desiveR NOITCA?ROF?TSEUQER selpaC?dE:RETNESERPadnegA?tnesnoC:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE S 180 seinapmoC?reieM?XNA500-3202DC?-?ecnanidrO?desoporPseinapmoC?reieM?XNA500-3202DC?-?7054?.oN?ecnanidrOseinapmoC?reieM?XNA500-3202DC?-?tibihxE?paM?noitacoLseinapmoC?reieM?XNA500-3202DC?-?tibihxE?n oitaxennA:stnemhcattA selpaC?drawdE:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA?.ytreporp?tcejbus?eht?no?xat?ytreporp?fo?noitcelloc?ytiC?eht?wolla?lliw?lavorpp A:tcapmI?ecruoseR?&?lacsiF gnidaeR?ecnanidrO?dnoceS?-?gniteeM?licnuoC?:3202?,02?rebmevoNgnidaeR?ecnanidrO?tsriF?-?gniteeM?licnuoC?:3202?,61?rebotcOXNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?fo?lavorpp A?-?gniteeM?licnuoC?:3202?,2?rebotcOrepapsweN?ni?dehsilbuP?ecitoN?cilbuP?:3202?,32?rebmetpe PART OF THE NE 1/4 181 ANNEXATION EXHIBIT WSESSEYM 7/10/20234020SE02G.D.Z. MONUMENTS FOUND (AS INDICATED)SET (5/8" PIPE UNLESSNOTED OTHERWISE)4020.1 SECTION 8, T 107 N, R 14 W ANNEXATION EXHIBIT OLMSTED COUNTY, MINNESOTA PART OF THE NE 1/4 182 ANNEXATION EXHIBIT WSESSEYM 7/10/20234020SE02G.D.Z. MONUMENTS FOUND (AS INDICATED)NOTED OTHERWISE)4020.1 SECTION 8, T 107 N, R 14 W ANNEXATION EXHIBIT OLMSTED COUNTY, MINNESOTA 183 184K014507 185 18621st November20th November ORDINANCE NO. _____________187 the East 148.00 feet of said Northeast Quarter; thence easterly, along the south line of said Northa distance of 100.50 feet; thence northwesterly to the southwest corner of the North 63.00 feet of73.00 feet of said Northeast Quarter; thence westerly, along the south line of said North 73.00 feet,5. That part of said Northeast Quarter described as beginning atthe southeast corner of the North4. The South 15.00 feet of the North 63.00 feet of the East 148.00 feet thereof; and3. The South 10.00 feet of the North 68.00 feet of the West 140.00 feet thereof;2. The South 10 00 feet of the North 58.00 feet of the West 240.00 feet thereof;1. The North 48.00 feet thereof;Less the following described parcels:North 410 feet, thence East 637.5 feet to the point of beginning, Olmsted County, Minnesota;Hundred Seven (107), Range Fourteen (14), thence South 410 feet, thence West 637.5 feet, thence Beginning at the Northeast corner of the Northeast Quarter (NE 1/4) of Section Eight (8), Township One described in the annexation request is described as follows:the Common Council annex said land to pursuant to Minn. Stat.§414.033Subd.2(3). The land Section 3. The City of Rochester Community Development Departmenthas requested that in size, and is not served by a wastewater facility other than the City of Rochester.Section 2. Whereas the subject property abuts the City of Rochester, isless than 120 acres Rochester.petition by the landowner requesting the annexation of the subject property by the City of Section 1. Whereas the subject Community Development Department has received a THE COMMON COUNCIL OF THE CITY OF ROCHESTER DO ORDAIN:AVENUE NW. TH STREET NW AND 37 TH CORNER OF 65APPROXIMATELY 5.13ACRES, LOCATED AT SOUTHWEST AN ORDINANCE ANNEXING TO THE CITY OF ROCHESTER 63.00 feet, to the east line of said Northeast Quarter; thence southerly along said east line to the 188County Auditor and the Secretary of State.Administrative Hearings–Municipal Boundary Adjustments, the Cascade TownshipClerk, the publication and from and after the filing of a certified copy hereof with the Minnesota Office of This ordinance shall take effect and be in force from and after its official Section 11.(Medium Density Residential). Upon annexation the land described in Section 2above will be zoned R-3Section 10.serve the area annexed.pumping station, and trunk line sanitary sewer construction, heretofore or hereafter undertaken to assess against benefited property all or a portion of the cost of any storm sewer, water tower, notified that in addition to the usual assessments, it is the intention of the Common Council to Present and future owners of the lands annexed by this ordinance are hereby Section 9.as if it had originally been a part thereof.Section 2above is hereby annexed, added to and made a part of the City of Rochester, Minnesota, Therefore, pursuant to Minn. Stat. §414.033, subd. 2(3),the land described in Section 8.equivalent of three years’ taxes in two years. As provided in Minn. Stat. §414.036, the City shall pay the Township the Section 7.agenda, this amended Ordinance to correct an error in the legal description of the subject property.On February 5, 2023, the Common Council considered, during consent Section 6.served by a wastewater facility other than the City of Rochester. determined that the land abuts the City of Rochester, is less than 120 acres in size, and is not Following the public hearing, the Common Council of the City of Rochester Section 5.§414.033, subd. 2b, by giving30 days' written notice by certified mail to the CascadeTownshipThe City provided notificationof said public hearing,pursuant to Minn. Stat. Section 4.considered annexation of the subject property. On October 2,2023,the Common Council held a public hearing andSection 3.and restrictions of record.The above described parcel contains 5.13acres and is subject to any easements, covenants, Said tract contains 5.13Acres, more or less.East 637.5 feet to the point of beginning.said Northeast Quarter; thence South 410 feet; thence West 637.5 feet; thence North 410 feet; thence North, Range 14 West, Olmsted County, Minnesota described as beginning at the northeast corner of 6. The North 53.00 feet of that part of the East Half of the Northeast Quarter of Section 8, Township 107 point of beginning. PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF189 Ord20\\CD2023-005.Amended.ANX Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. Public Hearings 190 cityclerk@rochestermn.gov2900 or -328-Questions? Contact the City Clerk’s Office: 507 . citycouncil@rochestermn.govSend an email to the full Council at ▪ .Council Members –City Council City’s website under find their email addresses on the –an email to your individual Councilmember Send ▪ Rochester, MN 55904 201 4th St SE, Ste 135 City Clerk - an open comment In the mail to: Send ▪ .the Clerkand give it to person at the Council Meeting-a written open comment form in outFill ▪ Council prior to the meeting that day.ity and your comment will be distributed to the C publiccomment@rochestermn.gov at the email address the City by Noon on the day of the meeting Email ▪ through a different medium, the following contact methods are also available: person to provide public comment, or you would prefer to submit your comments -If you are unable to attend inon is available. optirtual participation Currently no vi ✓ times. speakerpublic hearing manage to used be will timer A ✓ residents.immediately impacted by the Council’s decision, e.g. neighborhood who may be sspeakerpublic hearing When appropriate, priority will be given to those ✓ spent.who yields their time may not speak again once the allotted 5 minutes are speakerpublic hearing may yield their remaining time to another. A speakerpublic hearing A ✓ not receive extra time. does spokesperson This spokesperson. a designate to are encouraged hearing the of matter subject the on view similar a have who Groups ✓ name. their provide shall speakerpublic hearing The ✓ hearing. public a given during once speak only may peakersPublic hearing s ✓ each. minutes 5 to limited be will speakershearing public All ✓ has been made, after which all external comments end.ouncil until a motion C the from questions informational answer also may applicant The ✓ has closed.provide a rebuttal of up to 5 minutes after the public hearing may hearing and public the of the start to prior total of 10 minutes a for present may representative) applicant’s (and/or applicantFor public hearings about various development projects, the ✓ pproval. going in front of the Council for a jectaction, or profic item, provide input to the Council about a speciPublic hearings are an opportunity to suidelineG articipationP earingH Public M 191 dna?ytilibaniatsuS?lacsiF?gnizisahpmE?fo?selpicnirP?eroC?nalP?evisneherpmoC?eht?seveihca?tcejorp?sihT:tcapmI?IED?&?snoitaredisnoC?yciloP gniviL?elbadroffAtnemeganaM?htworG?&?ycnarbiV?cimonocE:s elpicnirP?lanoitadnuoF?&?seitiroirP.noitagilbo?eert?draveluob?rieht?teem?llahs?tnacilppa?eht?,talP?laniF?eht?fo?noitadrocer?ot?roirP?.7.desserdda?eb?llahs?stnemmoc?tnemtrapeD?eriF?retsehcoR?,talP?lan iF?eht?fo?lattimbus?ot?roirP?.6.desserdda?eb?llahs?stnemmoc?retaW?UPR?,talP?laniF?eht?fo?lattimbus?ot?roirP?.5.desserdda?eb?llahs?stnemmoc?cirtcelE?UPR?,talP?laniF?eht?fo?lattimbus?ot?roirP?.4.devorp pa?eb?llahs?nalP?tnemeganaM?retawmrotS?a?,talP?laniF?eht?fo?lattimbus?ot?roirP?.3.tibihxe?talpeht?no?delebal?eb?llahs?tol?hcae?rof?snoisnemid?dna?segatnorf?tol?,talP?laniF?eht?fo?lattimbus?ot?roirP?. 2.tibihxe?talp?eht?no?delebal?eb?llahs?2?dna?1?stoltuO?,talP?laniF?eht?fo?lattimbus?ot?roirP?.1?:snoitidnoc?gniwollof?ehthtiw?noisividbuS?dnaL?rojaM?eht?fo?lavorppa?gnidnemmocer?0-8?detov?noissimmoC? gninoZ?dna?gninnalPeht?,gniteem?,4202?,01?yraunaJ?eht?tA?.ytiC?eht?otni?dexenna?yltneuqesbus?saw?etis?ehT?".noisnapxEnabrU?mreT?raeN"?ot?"noisnapxE?nabrU?mreT?gnoL"?morf?etis?eht?fo?noitangised?eht?e gnahc?ot?3202?nidevorppa?saw?tnemdnemA?paM?tnemeganaM?htworG?A?.3202?ni?dednema?dna?7102?ni?devorppa?)PDG(nalP?tnempoleveD?lareneG?yellaV?yrutneC?regral?eht?htiw?tnetsisnoc?si?noisividbuS?dnaL?rojaM? sihT?.noitcesretni?EN?dvlBskaO?nonnahS?dna?EN?dR?arreT?alleB?eht?fo?ffo?ssecca?sniag?etis?ehT?.detacided?eb?lliw?yaw-fo-thgir?dna,cilbup?eb?ot?desoporp?era?syawdaor?esehT?.scas-ed-luc?desoporp?eerht? htiw?EN?dR?arreT?alleB?dnetxeot?noitcurtsnoc?erutcurtsarfni?detaicossa?eb?lliw?erehT?.stoltuo?owt?dna?stol?laitnediser?44?otni?serca?08.44edividbus?ot?,htruoF?yellaV?yrutneC?sa?nwonk?eb?ot?,noisividb uS?dnaL?rojaM?a?gnisoporp?si?tnacilppa?ehT:evitarraN?tropeR.EN?dR?keerCrevliS?dna?EN?rD?elcriC?tsaE?fo?noitcesretni?eht?fo?tsaehtron?detacol?,stoltuo?owt?dna?stol?laitnediser44?otni?serca?08.44?fo?no isividbus?eht?rof?,snoitidnoc?neves?htiw?,htruoF?yellaV?yrutneC?sa?nwonkeb?ot?,enyaP?regoR?yb?TALP220-3202DC?.oN?noisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???1.GhtruoF?ye llaV?yrutneC?sa?nwonk?eb?ot?,enyaP?regoRyb?TALP220-3202DC?.oN?noisividbuS?dnaL?rojaM NOITCA?ROF?TSEUQER relhoM?toillE:RETNESERPsgniraeH?cilbuP:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202 ?,5?yraurbeF:ETAD?GNITEE E 192 htruoF?yellaV?yrutneC?TALP220-3202DC?-?noituloseRhtruoF?yellaV?yrutneC?TALP220-3202DC?-?setuniM?gniteeM?CZP?4202?,01?yraunaJhtruoF?yellaV?yrutneC?TALP220-3202DC?-?airetirC?SLMhtruoF?yellaV?yrut neC?TALP220-3202DC?-?stnemmoC?weiveRhtruoF?yellaV?yrutneC?TALP220-3202DC?-?setuniM?gniteeM?noitamrofnI?doohrobhgieNhtruoF?yellaV?yrutneC?TALP220-3202DC?-?evitarraN?tnacilppAhtruoF?yellaV?yrutneC?TALP 220-3202DC?-?tibihxE?noisividbuS?dnaL?rojaMhtruoF?yellaV?yrutneC?TALP220-3202DC?-?paM?noitacoL?etiShtruoF?yellaV?yrutneC?TALP220-3202DC?-?paM?noitacifitoNhtruoF?yellaV?yrutneC?TALP220-3202DC?-?omeM?t nempoleveD?ytinummoC:stnemhcattA relhoM?toillE:yB?deraperP.emit?siht?ta?dednemmocer?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tcartnoc?renwO-ytiC?ro/dna?tnemeergatnempoleved?a?ni?deniltuo?eb?l liw?dna?repoleved?eht?fo?ytilibisnopser?eht?eb?lliw?stsoc?tnempoleved?llA:tcapmI?ecruoseR?&?lacsiF srenwoytreporp?gnirobhgien?ot?tnes?dna?repapswen?eht?ni?dehsilbup?eciton?gniraeH?cilbuP?:4202?,72?yr aunaJsnoitadnemmoceR?dna?stropeR?-?noissimmoC?gninoZ?dna?gninnalP?:4202?,01?yraunaJnoisividbuS?dnaL?rojaM?no?gniteeM?lanoitamrofnI?doohrobhgieN?:3202?,7?rebmeceDA-PDG300-3202DC.oN?tnemdnemA?nalP?tnem poleveD?lareneG?yellaV?yrutneC?-?lavorppA?etammaeT?:3202?,82?enuJXNA300-3202DC?.oN?noitaxennA?htruoF?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:3202?,2?lirpAAMMG300-3202DC?.oN?tnemdnemApaM?tnemega naM?htworG?htruoF?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:3202?,2?lirpATALP810-2202DC?.oN?talP?laniF?drihT?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:2202?,81?yluJTALP410-1202DC?.oN?talP?lan iF?dnoceS?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:1202?,91?yluJTALP610-7102R?.oN?talP?laniF?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:7102?,7?tsuguAPDG44300R.oN?nalP?tnempoleveD?lareneG?yel laV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:7102?,62?lirpA:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.ytisreviD?gnisuoH?gnidnapx 193 Prior to submittal of the Final Plat, RPU Water comments shall be addressed. 5. Prior to submittal of the Final Plat, RPU Electric comments shall be addressed. 4. approved. shall Stormwater Management Plan Prior to submittal of the Final Plat, a 3. .exhibit pbe labeled on the shallfor each lot and dimensions ot frontagesPrior to submittal of the Final Plat, l 2. .exhibitshall be labeled on the plat Outlots 1 and 2Prior to submittal of the Final Plat, 1. Approval with conditions: :Development Review Team Recommendation : Rochester City CouncilApproval Body and grading plans. , utility,ctionfuture construand will ensure full compliance with will follow the Major Land Subdivisionlat pinal fA are not part of the preliminary plat review.Site design standards, such as building and parking lot location, height, and setbacks, public utility needs, and the future for development on adjacent undeveloped land.development standards, such as lot size, vehicle and pedestrian access /connectivity, conformance with lot the subdivision for evaluateCommission and City Council the Planning ,review During the Major Land Subdivisionthe creation of a subdivision. is the initial document authorizing Major Land SubdivisionThe : What is Considered Major Land Subdivision: Application Type PLANNING COMMISSION SUMMARY Inc / William Anderson EHS :Consultant Roger Payne Applicant: Blvd NE and Bella Terra Rd NE.southeast of the intersection of Shannon Oaks located s The site i Location: acres into 44 residential lots and 2 outlots. be known as Century Valley Fourth, for the subdivision of 44.80 22PLAT by Roger Payne, to 0-3#CD202 Major Land Subdivision Request: Rochester Community Development Department Prepared By: 4, 202January 10 Rochester Planning and Zoning Commission -328-507 Phone: communitydevelopmen t@rochestermn.govEmail: www.rochestermn.gov/cdWebsite: -Rochester, MN 55901 1004001 West River Parkway NW, STE City of Rochester 2 194 lity plans. the applicant and consultant to revise their submitted utiprivate and public roadways. RPU Water has been in contact with Electric is requesting 10 ft utility easements along the sides of all Adequate utility infrastructure exists to service the site. RPU Utilities streets. residential, volume-low, speed-lowThese roadways are . required sitedevelopment of this the obligations specific to Owner’s execution to memorialize terms and the Agreement for Development APresently, public facilities exist to service the site. Public Facilities Olmsted County. –development as reviewed by the Local Government Unit (LGU) Decorah Edge on the site will not be impacted by the proposed The existing wetlands and final plat approval. beforeplan process addressed through the civil grading and stormwater management the site and will need to be throughout Steep slopes exist Edge/FloodplainWetlands/Decorah acceptance of a final plat application. beforerequired issued. The Stormwater Management Plan approval will be Management Plan has been approved, and a grading permit No grading or earthwork is allowed to occur until a Stormwater ManagementStormwater Grading & properties in the subdivision.Terra Rd NE will be extended southeast to serve the residential Bella Terra Rd NE and Shannon Oaks Blvd NE intersection. Bella one access extending from the existing site will be served by The Streets and Access .development standards 2-the proposal is consistent with the Rand )Small Lot Family- 2-is zoned R sitehis T. SubdivisionMajor Land proposedthe Residential, which is compatible with Density -The underlying Land Use designation for this area is Low Land Use/ Zoning ZONING SUMMARY TABLE – LATP220-3CD202 the City of Rochester in 2023.Expansion” to “Near Term Urban Expansion”. The site was subsequently annexed into Amendment was approved in 2023 to redesignate the site from “Long Term Urban A Growth Management Map Family Small Lot style development.-2 Single-to allow for Ramended in 2023 2017 and approved in The site is part of the larger Century Valley GDP intersection.dedicated. The site gains access off the Bella Terra Rd NE and Shannon Oaks Blvd NE way will be -of-sacs. These roadways are proposed to be public, and right-de-culed associated infrastructure construction to extend Bella Terra Rd NE with three proposFourth, to subdivide 44.80 acres into 44 residential lots and two outlots. There will be The applicant is proposing a Major Land Subdivision, to be known as Century Valley PROJECT SUMMARY .obligationboulevard tree shall meet their , the applicant Prior to recordation of the Final Plat 7. addressed.Prior to submittal of the Final Plat, Rochester Fire Department comments shall be 6. PLAT0-3CD202 3 195 Major Land Subdivision Findings 7. Review Comments 6. od Information Meeting MinutesNeighborho 5. Applicant Narrative 4. Major Land Subdivision Exhibit 3. Location Map 2. Notification Map 1. ATTACHMENTS as outlined in the Planning Commission Summary above. , APPROVAL WITH CONDITIONSThe Community Development Team recommends ).Subdivision findings are met (Section 60.500.040G.4Major Land conformance with the Unified Development Code and recommends that all The Community Development Team has reviewed the Major Land Subdivision for APPROVALSTANDARDS FOR –MAJOR LAND SUBDIVISION CRITERIA parkland.The remaining credit after this plat is 2.94 acres of easement.acre parkland -acres of parkland is covered under the existing 7.12021 on land within the Century Valley GDP. The required 1.07 acre parkland easement in -The developer has dedicated a 7.144 new residential lots and two outlots. The new plat is creating Parkland Dedication PLAT0-3CD202 Major Land Subdivision #CD2023-022PLAT, by 196PINS: 086195, 066423, 0664241800' Notification AreaWard 5Terra Rd NE.intersection of Shannon Oaks Blvd NE and Bella and 2 outlots. The site is located southeast of the the subdivision of 44.80 acres into 44 residential lotsRoger Payne, to be known as Century Valley 4th, for Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,197 Miles120 Application LocationRochester City Limit Legend Ü Location Map the GIS user communityCommunity, Esri, HERE, Garmin, (c) OpenStreetMap contributors, and(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserNRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri RIM 1136.90 198 BELLA STRADA LNBELLA VISTA LNBELLA TERRA RD NE PHASE 2PHASE 1 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH PRELIMINARY SITE PLAN.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 10--CJECJE 1 of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#(WITHIN PROJECT BOUNDARY)TOTAL AREA = 14.15 ACRES EXISTING SLOPES 18% OR GREATER SAID TRACT CONTAINS 55.64 ACRES, MORE OR LESS.EAST 300.80 FEET TO THE POINT OF BEGINNING.SECONDS 15 MINUTES 45 DEGREES 47 SOUTH THENCE THIRD; VALLEY CENTURY SAIDOF 2, BLOCK 1, LOT OF CORNER SOUTHEAST THE TO FEET 316.32 LINE SOUTHERLY SAIDALONG WEST SECONDS 10 MINUTES 22 DEGREES 13 SOUTH THENCE FEET; 414.49 THIRDVALLEY CENTURY SAID OF LINE SOUTHERLY THE ALONG WEST SECONDS 57 MINUTES53 DEGREES 89 SOUTH THENCE 1; BLOCK SAID IN 8, LOT OF CORNER SOUTHEAST THE TOFEET 105.81 LINE EAST SAID ALONG EAST SECONDS 03 MINUTES 06 DEGREES 00 SOUTHTHENCE MINNESOTA; COUNTY, OLMSTED RECORDER, COUNTY THE OF OFFICE THEIN RECORD OF AND FILE ON THEREOF, PLAT THE TO ACCORDING THIRD, VALLEY CENTURYOF 1 BLOCK OF LINE EAST THE TO FEET 848.19 WEST SECONDS 05 MINUTES 48 DEGREES53 NORTH THENCE FEET; 204.76 WEST SECONDS 59 MINUTES 20 DEGREES 49 SOUTHTHENCE FEET; 736.34 WEST SECONDS 06 MINUTES 45 DEGREES 27 NORTH THENCEFEET; 339.75 EASEMENT PARKLAND SAID OF LINE NORTH THE ALONG WEST SECONDS25 MINUTES 58 DEGREES 89 SOUTH THENCE EASEMENT; PARKLAND SAID OF CORNERNORTHEAST THE TO FEET 900.91 LINE EAST SAID ALONG EAST SECONDS 42 MINUTES09 DEGREES 24 NORTH THENCE A-1543201; NO. DOCUMENT AS RECORDS COUNTYOLMSTED IN 2021, 06, AUGUST RECORDED EASEMENT, PARKLAND CERTAIN THAT OFLINE EAST THE TO FEET 1345.99 LINE WAY OF RIGHT NORTHERLY SAID ALONG SECONDS04 MINUTES 02 DEGREES 88 NORTH THENCE NE; ROAD CREEK SILVER OF LINE WAY OFSECONDS EAST ALONG SAID DRAINAGE EASEMENT 53.00 FEET TO THE NORTHERLY RIGHT55 MINUTES 19 DEGREES 25 SOUTH THENCE FEET; 320.00 EASEMENT DRAINAGESAID ALONG EAST SECONDS 00 MINUTES 19 DEGREES 62 SOUTH THENCE FEET;199.00 EASEMENT DRAINAGE SAID ALONG EAST SECONDS 45 MINUTES 52 DEGREES89 SOUTH THENCE FEET; 30.00 EASEMENT DRAINAGE SAID ALONG WEST SECONDS15 MINUTES 07 DEGREES 00 SOUTH THENCE FEET; 209.00 EASEMENT DRAINAGESAID ALONG WEST SECONDS 45 MINUTES 52 DEGREES 89 NORTH THENCE FEET; 283.00EASEMENT DRAINAGE SAID ALONG WEST SECONDS 00 MINUTES 05 DEGREES 33 SOUTHTHENCE A-1570306; NO. DOCUMENT AS RECORDS COUNTY OLMSTED IN 2022, 22,JULY RECORDED EASEMENT, DRAINAGE PUBLIC CERTAIN THAT OF CORNER NORTHERLYMOST THE TO FEET 89.58 EAST SECONDS 56 MINUTES 03 DEGREES 56 SOUTHTHENCE FEET; 119.76 WEST SECONDS 10 MINUTES 33 DEGREES 50 SOUTH THENCE FEET;129.49 WEST SECONDS 50 MINUTES 13 DEGREES 38 SOUTH THENCE FEET; 129.50 WESTSECONDS 32 MINUTES 12 DEGREES 25 SOUTH THENCE FEET; 129.49 WEST SECONDS13 MINUTES 11 DEGREES 12 SOUTH THENCE FEET; 129.49 EAST SECONDS 05 MINUTES50 DEGREES 00 SOUTH THENCE FEET; 130.41 EAST SECONDS 45 MINUTES 58 DEGREES 10SOUTH THENCE FEET; 115.92 EAST SECONDS 15 MINUTES 45 DEGREES 47 SOUTH THENCEBEGINNING; OF POINT THE TO FEET 1904.25 QUARTER NORTHWEST SAID OF LINE NORTHTHE ALONG EAST SECONDS 42 MINUTES 53 DEGREES 89 NORTH THENCE 32; SECTIONSAID OF QUARTER NORTHWEST THE OF CORNER NORTHWEST THE AT COMMENCINGOF THE NORTHEAST QUARTER OF SAID SECTION 32, DESCRIBED AS FOLLOWS:QUARTER NORTHWEST THE OF PART AND 32, SECTION OF QUARTER NORTHWEST THEOF QUARTER NORTHEAST THE OF PART WITH TOGETHER 29, SECTION SAID OF QUARTERSOUTHEAST THE OF QUARTER SOUTHWEST THE OF PART AND 29, SECTION OF QUARTERSOUTHWEST THE OF QUARTER SOUTHEAST THE OF PART BEING MINNESOTA, COUNTY,OLMSTED WEST, 13 RANGE NORTH, 107 TOWNSHIP 32, AND 29 SECTIONS OF PART PRELIMINARY PLATCENTURY VALLEY FOURTH bob@rflemingconstruction.comROCHESTER, MN 559011907 2ND ST NWBOB FLEMINGBELLA TERRA LLC DEVELOPER 44 RESIDENTIAL LOTS2024 CONSTRUCTION PHASING PLANNED MN LIC. NO. 47034MARK HASELIUS, LSSEH, INC.LAND SURVEYOR* ALL U.E. ARE 10' UNLESS OTHERWISE NOTEDBASED ON THE OLMSTEAD COUNTY COORDINATE SYSTEM NAD 83 (1996 ADJ.)BEARINGS STREET B-B CURB WIDTH = 33.34'·STREET R.O.W. WIDTH = 60.00'·ZONE R-2: LOW DENSITY SMALL LOT·PWO = PARTIAL WALK OUT·PDW = PARTIAL DAY WINDOW·WO = WALK OUT·DW = DAY WINDOW·F = FLAT·GENERAL NOTES U.E. = UTILITY EASEMENTINCLUDING RIGHTS TO CONDUCT DRAINAGE AND TRIMMING ON SAID EASEMENT.ALL NECESSARY OVERHEAD, UNDERGROUND OR SURFACE PUBLIC UTILITIES,AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF UTILITY EASEMENT DEFINED D.E. = DRAINAGE EASEMENTUNDERGROUND AND SURFACE DRAINAGE FACILITIES AND UTILITY EASEMENT.AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE EASEMENT DEFINED 50100200100scalefeet0X:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\Pre Plat\\BE171967 PP- CV4.dwg 12/13/2023 1:41 PM Plot: cestrada 12/13/2023 12:30 PMSave: 10701080109011001110106010701080109011001110105010601070108210801092108810901102109811001114111211081110114611481150112611441130113411401130114811461144114211381136 1134113211281126114011301134113211281126112411221118113011201142113811361134113211281126112411221118111611401130112011481146114411421138113611341132112811261124112211401130114411421138113611401142113 811361134113211401140113011201110110010901080107010601138113611341132112811261124112211181116111411121108110611041102114011301120111011241122111811161114111211081106110411201110 PROPERTY LINE 63.18N 12°28'59" W112.79N 11°23'32" E182.30N 67°39'42" E138.55N 27°37'44" E121.34N 25°05'59" WN 54°34'53" E 221.81N 15°09'46" E 241.22N 88°02'20" E 228.13N 87°58'20" E 170.75S 56°55'00" E 815.3889.58S 56°03'56" E119.76S 50°33'10" W129.49S 38°13'50" W129.49S 25°12'32" W129.49S 12°11'13" W129.49S 00°50'05" E130.41S 10°58'45" ES 47°45'15" E 416.72S 13°22'10" W 316.32S 89°53'57" W 414.48105.81S 00°06'03" EN 53°48'05" W 848.19S 49°20'59" W 204.77N 27°45'06" W 736.34 135.16121.16 20.00 UE30.00 UETOP OF BLUFFAPPROXIMATE TREE LINE 33.7197.6297.62113.82114.61110.00117.1573.21217.86159.1680.5590.09209.56349.10393.59147.24105.19257.0725.1973.95129.49129.49129.49129.49119.7689.58162.3083.65332.89236.5333.36170.75235.102 32.01204.17206.8431.2665.8990.0990.09129.83133.87137.91141.94164.71203.85181.40158.95135.97130.00174.73167.26236.29158.55214.70509.50476.31302.08374.20547.45475.83199.42286.38364.31453.34458.81464.28 470.06481.91469.36486.39452.06194.78241.227.84213.97121.34156.39139.07119.05 105.81 156.5190.1790.1795.1895.18100.189.61101.49101.498.24204.7714.78341.78379.7763.18112.79105.9576.36138.55106.31 26.6060.14 106.91345.88 299.95 478.55457.59625.75 PROPERTY LINELINEPROPERTYPROPERTY LINEPROPERTY LINEFUTURE SUBDIVISIONSSILVER CREEK RD NESTORM WATER POND OUTLOTFUTURE CITY PARKFUTURE PHASE BLOCK 1PHASE 2BLOCK 2BLOCK 1PHASE 1 0.38 ACWOLOT 16 0.35 ACWOLOT 15 0.55 ACWOLOT 14 1.18 ACWOLOT 13 2.04 ACP-WOLOT 12 0.83 ACWOLOT 11 0.42 ACWOLOT 10 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 ACWOLOT 11 0.27 ACWOLOT 10 0.28 ACWOLOT 9 0.29 ACWOLOT 8 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 0.45 ACFLOT 17 2.49 ACP-WOLOT 16 3.85 ACWOLOT 15 2.29 ACWOLOT 14 1.26 ACWOLOT 13 1.06 ACP-DWLOT 12 1.10 ACFLOT 11 0.73 ACFLOT 10 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 ACFLOT 7 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 ACWOLOT 3 0.55 ACWOLOT 2 0.42 ACWOLOT 1EX BASINEX BASIN SHANNON OAKS BLVD NEBELLA TERRA RD NESILVER CREEKCENTURY VALLEY THIRD EX 30" RCP>>>S I S>>>SSSSSSS>>>>>>>>>>>>>WETWETCOCO> RIM 1136.90 199 60' STREET60' STREETBELLA TERRA RD NE PHASE 2PHASE 1 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH PRELIMINARY GRADING MAP.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 10 BACJECJE 2 of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#50100200100scalefeet0X:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\c ad\\dwg\\sheet\\Pre Plat\\BE171967 PP- Grading Map.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 12:31 PMSave: 1050106010701080109011001110107010901100111010601070108010901100111010801090110011101 1201060107010801090110011101050105010601070108010901100111011041106110811101112111411161118112011221124112611281130113211341136113811401142114411461148112011261132113411321130113011341138112011261130 1132113411361138114011401124112811321144113611161120112211261130113411381142114611201126112811301132113410601074107010661062105810521060107010701120112611301134113611381140114011301120111011001090108 0107010601146114411421138113611341132112811261140113011501150 PROPERTY LINE 63.18N 12°28'59" W112.79N 11°23'32" E182.30N 67°39'42" E138.55N 27°37'44" E121.34N 25°05'59" WN 54°34'53" E 221.81N 15°09'46" E 241.22N 88°02'20" E 228.13N 87°58'20" E 170.75S 56°55'00" E 815.3889.58S 56°03'56" E119.76S 50°33'10" W129.49S 38°13'50" W129.49S 25°12'32" W129.49S 12°11'13" W129.49S 00°50'05" E130.41S 10°58'45" ES 47°45'15" E 416.72S 13°22'10" W 316.32S 89°53'57" W 414.48105.81S 00°06'03" EN 53°48'05" W 848.19S 49°20'59" W 204.77N 27°45'06" W 736.34 20.00 UE30.00 UETOP OF BLUFFAPPROXIMATE TREE LINE PROPERTY LINELINEPROPERTYPROPERTY LINEPROPERTY LINEFUTURE SUBDIVISIONSSILVER CREEK RD NESTORM WATER POND OUTLOTFUTURE CITY PARKFUTURE PHASE BLOCK 1PHASE 2BLOCK 2BLOCK 1PHASE 1 0.38 ACWOLOT 16 0.35 ACWOLOT 15 0.55 ACWOLOT 14 1.18 ACWOLOT 13 2.04 ACP-WOLOT 12 0.83 ACWOLOT 11 0.42 ACWOLOT 10 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 ACWOLOT 11 0.27 ACWOLOT 10 0.28 ACWOLOT 9 0.29 ACWOLOT 8 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 0.45 ACFLOT 17 2.49 ACP-WOLOT 16 3.85 ACWOLOT 15 2.29 ACWOLOT 14 1.26 ACWOLOT 13 1.06 ACP-DWLOT 12 1.10 ACFLOT 11 0.73 ACFLOT 10 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 ACFLOT 7 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 ACWOLOT 3 0.55 ACWOLOT 2 0.42 ACWOLOT 111481146114411421138113611341132112811261124112211181130112011421138113611341132112811261124112211181116114011301120114811461144114211381136113411321128112611241122114011301126112411221118111611141 112110811061104110211201110EX BASINEX BASIN SHANNON OAKS BLVD NEBELLA TERRA RD NESILVER CREEKCENTURY VALLEY THIRD EX 30" RCP>>>S I S>>>SSSSSSS>>>>>>>>>>>>>WETWETCOCO> ℄200 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH PRELIMINARY TYPICAL SECTIONS.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 10 WSAWSACJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\ sheet\\BE171967 TY.dwg 12/13/2023 1:42 PM Plot: cestrada 12/11/2023 7:09 PMSave: 3 of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#1.0'MNDOT SPEC 3149.2J (INCIDENTAL)FINE FILTER AGG.-OF CURB (TYP.)INVERT 4' BELOW TOP BACKMNDOT SPEC 3733-TYPE IW/GEOTEXTILE WRAP-MNDOT SPEC 32456" PERF. PVC-12"4" MIN.SIDEWALKCONCRETE4" D.O. C&G3-5%5.33'GEOTEXTILE FABRIC(MNDOT 3149.2B, TABLE 3149-1, LINE 4)12" SELECT GRANULAR BORROW9" AGGREGATE BASE CLASS 5 (MNDOT 3138) MNDOT SPEC 2360 - SPWEB340C2-1/2" PLANT-MIXED BITUMINOUS BASE COURSE MNDOT SPEC 2360 - SPWEA330C1-1/2" PLANT-MIXED BITUMINOUS WEARING COURSEMNDOT SPEC 3149.2J (INCIDENTAL)FINE FILTER AGG.-OF CURB (TYP.)INVERT 4' BELOW TOP BACKMNDOT SPEC 3733-TYPE IW/GEOTEXTILE WRAP-MNDOT SPEC 32456" PERF. PVC-12"4" MIN.SIDEWALKCONCRETE4" D.O. C&G3-5%60' R.O.W.37.34' B-B5.33'1.0'⅊⅊ 1120 201 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 4 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet08" DIP W/M8" DIP W/M8" DIP W/M8" DIP W/M8" DIP W/M W-19W-20W-22W-21 18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP CL318" RCP CL3 ST-76ST-75ST-74ST-73ST-2ST-1CB-20MH S-12MH S-13 8" SDR-35 PVC8" SDR-35 PVC MH-1MH-2SN-1 PT: 74+66.85MID: 73+97.08PC: 73+27.3078+0077+0076+0075+0074+0073+00S IIIIIIIIII>>RIM 1136.90 S 13°22'10" W 316.32 121.16129.83133.87 0.32 ACWO 0.27 ACWO 0.28 ACWOLOT 9 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 AC125 LF 8" SDR-35 PVC @ 0.40%59 LF 18" RCP CL3 @ 1.00%40 LF 8" DIP W/M @ 0.82%20 LF 8" DIP W/M @ 1.00%DEPTH=10.00'TC=1138.34STA = ???, ???' ???INV=1128.34 (W)INV=1128.44 (E)MH-1DEPTH=4.86'TC=1138.23STA = ???, ???' ???INV=1133.37 (W)INV=1133.47 (E)MH S-12 75 LF 18" RCP CL3 @ 1.00%DEPTH=4.82'TC=1139.04STA = ???, ???' ???INV=1134.32 (SE)INV=1134.22 (W)MH S-13DEPTH=10.29'TC=1139.03STA = ???, ???' ???INV=1128.85 (SE)INV=1128.75 (W)MH-2 79 LF 8" SDR-35 PVC @ 0.40%23 LF 8" DIP W/M @ 1.13%49 LF 8" DIP W/M @ 1.20%99 LF 18" RCP Class III @ 0.40%DEPTH=4.50'TC=1139.22STA = 75+29.77, 7.0' RINV=1134.82 (SW)INV=1134.82 (NE)INV=1134.82 (SE)INV=1134.72 (NW)ST-1DEPTH=4.58'TC=1140.10STA = 77+05.68, 7.0' RINV=1135.62 (SW)INV=1135.62 (NE)INV=1135.62 (SE)INV=1135.52 (NW)ST-2 176 LF 18" RCP Class III @ 0.40%270 LF 18" RCP Class III @ 0.40%DEPTH=10.41'TC=1140.91STA = 78+39.06, 0.0'INV=1130.59 (SE)INV=1130.49 (NW)SN-1 410 LF 8" SDR-35 PVC @ 0.40%0.99%EL=1138.59PVI STA=73+75.000.50%78+5078+0077+0076+0075+0074+0073+001140.961140.711140.461140.211139.961139.711139.461139.211138.961138.71 1139.41140.91142.61143.31142.01141.51140.31139.51138.51138.31138.01138.3 EL=1138.59PVI STA=73+75.000.50%115511501145114011351130112511201155115011451140113511301125 1130 202 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 5 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet0 W-30 15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III18" RCP Class III ST-72ST-71ST-65ST-64ST-4ST-3 8" SDR-35 PVC SN-1SN-2 PT: 83+27.29MID: 82+69.28PC: 82+11.2783+0082+0081+0080+0079+0078+00SS IIIIIIIIIIIIIII 141.94135.97 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.73 ACF 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 AC 0.95 AC 0.94 ACP-WO270 LF 18" RCP Class III @ 0.40%845 LF 8" DIP @ 0.45%DEPTH=10.41'TC=1140.91STA = 78+39.06, 0.0'INV=1130.59 (SE)INV=1130.49 (NW)SN-1 845 LF 8" DIP @ 0.45%DEPTH=4.75'TC=1141.45STA = 79+75.68, 7.0' RINV=1137.05 (SW)INV=1137.05 (NE)INV=1136.80 (SE)INV=1136.70 (NW)ST-3 295 LF 18" RCP Class III @ 0.40%845 LF 8" DIP @ 0.45%DEPTH=10.68'TC=1142 .99STA = 82+69.28, 3.4' RINV=1132.41 (SE)INV=1132.31 (NW)SN-2 430 LF 8" SDR-35 PVC @ 0.40%0.50%83+0082+0081+0080+0079+0078+001143.211142.961142.711142.461142.211141.961141.711141.461141.211140.961140 .71 1150.11148.81147.81146.41144.91142.71140.71138.81138.21139.41140.9 0.50%116511601155115011451140113511301165116011551150114511401135 1130 203 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 6 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet08" DIP W-33W-30W-31W-32 15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III ST-65ST-64ST-5ST-4ST-62ST-63 8" SDR-35 PVC SN-2SN-3 6+446+00PT: 83+27.29MID: 82+69.2887+2787+0086+0085+0084+0083+00SS IIIIIIIIIIIIIII 130.00 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 2.49 ACP-WO 3.85 ACWO 2.29 ACWO 1.26 ACWO44 LF 8" DIP @ 1.44%DEPTH=11.04'TC=1145.01STA = 86+60.20, 0.0'INV=1133.97 (NW)SN-3DEPTH=5.09'TC=1144.19STA = 85+24.58, 7.2' RINV=1139.35 (SW)INV=1139.35 (NE)INV=1139.10 (NW)ST-5 209 LF 8" DIP @ 0.47%256 LF 18" RCP Class III @ 0.40%184 LF 8" DIP @ 0.57%391 LF 8" SDR-35 PVC @ 0.40%EL=1145.29PVI STA=87+16.20-25.00%0.50%88+09.6888+0087+0086+0085+0084+0083+001121.921124.341136.841145.211144.961144.711144.461144.211143.961143.711143.46 1143.21 1142.01143.51143.41143.21144.21146.21148.91150.61150.1-25.00%0.50%116511601155115011451140113511301165116011551150114511401135 1120 204 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH STREET & CUL-DE-SACPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 BACJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - STREET & CUL-DE-SAC.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 12:46 PMSave: 7 STREET & CUL-DE-SAC BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 15306030scalefeet0 8" DIP8" DIP8" DIP8" DIP W-40W-39W-38W-37W-36W-35W-34W-30W-31 18" RCP Class III18" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III18" RCP Class III ST-70ST-7ST-6ST-60ST-61ST-64ST-62ST-63ST-5 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-7SN-6SN-5SN-4SN-2 85+0084+0083+003+403 +006+005+004+003+002+001+000+006+44 SSSSS IIIIIIIIIIIIIIIII 110.00117.15209.56147.24235.10232.01204.17374.20 0.38 ACWO 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 AC 0.33 ACP-WOLOT 1 0.45 ACF 1.06 ACP-DW 1.10 ACF DEPTH=5.56'TC=1142.24STA = 3+56.41, 15.7' RINV=1136.78 (W)INV=1136.68 (S)ST-60 43 LF 15" RCP Class III @ 4.60%DEPTH=7.73'TC=1142.10STA = 3+12.15, 10.6' RINV=1134.37 (W)INV=1134.72 (N)INV=1134.47 (S)ST-6 242 LF 18" RCP Class III @ 0.50%DEPTH=5.26'TC=1140 .94STA = 0+66.46, 15.7' RINV=1135.78 (S)INV=1135.68 (N)ST-7 42 LF 18" RCP Class III @ 0.50%DEPTH=4.47'TC=1140.46STA = 0+25.30, 6.5' RINV=1135.99 (N)ST-70DEPTH=10.66'TC=1142.63STA = 3+91.84, 4.2' RINV=1131.96 (S)SN-4DEPTH=10.67'TC=1142.33STA = ???, ???' ???INV=1131.66 (W)INV=1131.77 (S)INV=1131.77 (N)SN-5 65 LF 8" SDR-35 PVC @ 0.30%86 LF 8" SDR-35 PVC @ 0.57%DEPTH=10.67'TC=1141.94STA = 2+39.46, 0.0'INV=1131.37 (S)INV=1131.27 (N)SN-6 173 LF 8" SDR-35 PVC @ 0.55%DEPTH=10.66'TC=1141.08STA = 0+66.46, 0.0'INV=1130.41 (N)SN-76+19.416+005+004+003+002+001+000+001143.841143.741143.491143 .241142.991142.741142.491142.241141.991141.741141.491141.241140.991138.18 1145.01145.51146.81146.81145.91144.91144.01143.31142.71142.51142.61141.51139.11136.6 EL=1140.80PVI STA=0+10.46EL=1138.18PVI STA=0+00.000.50%25.00%115511501145114011351130112511201155115011451140113511301125 1115 205 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH CUL-DE-SACPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 BACJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - CUL-DE-SAC.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 12:29 PMSave: 8 CUL-DE-SAC BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet0SSSS IIIIIIIIIIIIIII 8" DIP8" DIP8" DIP W-42W-41W-38W-37W-36W-35 15" RCP Class III18" RCP Class III18" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III ST-68ST-8ST-66ST-6ST-60ST-61 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-9SN-8SN-6SN-5 3+403+002+001+000+003+002+00 0.35 ACWO 1.18 ACWO 2.04 ACP-WO 0.42 ACWO 0.35 ACWOLOT 9 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 ST-66SN-8SN-9ST-8ST-68DEPTH=10.67'TC=1138.46STA = 2+03.00, 3.9' RINV=1127.79 (W)INV=1127.89 (E)SN-8DEPTH=5.16'TC=1138.72STA = 2+12.08, 15.7' RINV=1133.56 (W)INV=1133.66 (E)ST-66 151 LF 18" RCP Class III @ 3.80%DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-8 36 LF 15" RCP Class III @ 0.50%DEPTH=4.22'TC=1132.48STA = 0+29.22, 19.6' RINV=1128.26 (E)ST-68 8" DIP140 LF 8" SDR-35 PVC @ 2.70%DEPTH=10.66'TC=1133.06STA = 0+66.00, 0.0'INV=1122.39 (W)INV=1122.49 (E)SN-9 137 LF 8" SDR-35 PVC @ 3.86%287 LF 8" SDR-35 PVC @ 8.90%2+742+001+000+001141.221140.421138.421136.421134.421132.421128.32 1142.21141.61140.01137.71133.91130.01125.2 EL=1141.06PVI STA=2+66.00EL=1130.82PVI STA=0+10.00EL=1128.32PVI STA=0+00.004.00%25.00%2.00%115011451140113511301125112011151150114511401135113011251120 1075 206 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH EASEMENT 1PRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 WSAWSACJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - EASEMENTS.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 1:40 PMSave: 9 EASEMENT 1 BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet04+90.814+003+002+001+000+005+5+004+00 W-43W-42W-41W-45W-44 15" RCP Class III18" RCP Class III18" RCP Class III15" RCP Class III ST-68ST-8ST-66ST-61 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-11SN-10SN-9SN-8 3+002+001+000+00 SSS IIIIIIIIIIII SS>>>>>>>>>>WETWETWET 129.49S 25°12'32" W129.49S 12°11'13" W 30.00 UE 129.49129.49206.84174.73158.55214.70 FUTURE PHASE 0.35 ACWO 0.55 ACWO 1.18 ACWO 2.04 ACP-WO 0.83 ACWO 0.42 ACWO 0.35 ACWOLOT 9 SN-9ST-8ST-68 151 LF 18" RCP Class III @ 3.80%DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-8 36 LF 15" RCP Class III @ 0.50%DEPTH=4.22'TC=1132.48STA = 0+29.22, 19.6' RINV=1128.26 (E)ST-68 169 LF 8" DIP @ 6.58%5 LF 8" DIP @ 1.99%287 LF 8" DIP @ 8.43%DEPTH=10.00'TC=1106.77STA = ???, ???' ???INV=1096.77 (NW)INV=1096.87 (E)SN-10 204 LF 8" SDR-35 PVC @ 5.70%DEPTH=9.64'TC=1094.77STA = ???, ???' ???INV=1085.13 (SE)SN-11DEPTH=10.66'TC=1133.06STA = 0+66.00, 0.0'INV=1122.39 (W)INV=1122.49 (E)SN-9 287 LF 8" SDR-35 PVC @ 8.90%4+90.814+003+002+001+000+00-1+001133.061132.591134.041125.761115.04 1131.31128.41124.21120.31115.11110.31106.41100.61097.01094.81094.8 115511501145114011351130112511201115111011051100109510901085108010751155115011451140113511301125112011151110110511001095109010851080 1055 207 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH EASEMENT 2PRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 WSAWSACJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - EASEMENTS.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 1:40 PMSave: 10 EASEMENT 2 BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet04+90.814+005+57.415+004+003+002+001+00 0+008" DIP8" DIP W-42W-41 18" RCP Class III15" RCP Class III18" RCP Class III ST-69ST-68ST-8ST-66 8" SDR-35 PVC8" SDR-35 PVC SN-9SN-8 2+001+000+00 SS IIIII EX BASIN20.00 UE 162.30206.84174.73167.2623 6.29214.70 0.38 AC 0.35 ACWO 0.55 ACWO 1.18 ACWO 2.04 ACP-WO 0.83 ACWO557 LF 18" RCP Class III @ 12.50%DEPTH=1.77'TC=1059.82STA = 0+00.00, 0.0'INV=1058.05 (NE)ST-69DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-85+57.415+004+003+002+001+000+00-0+501133.131133.181134.741130.40 1132.31132.91134.21134.01133.51129.71118.51105.61095.61086.61078. 51067.91058.0 113511301125112011151110110511001095109010851080107510701065106010551135113011251120111511101105110010951090108510801075107010651060 208 p of bluff. sizes and with the addition of setbacks from the tol the design standards for R-2 setbacks and lot G- Lot Design Standards – The project will meet al project in two phases. The applicant is proposing to possibly complete thcoordination with those utilities has been started.nd e other small utilities are available to the site acontinue to flow off site as the do currently. Thwill he existing pond south of the site, the back yards lots and streets and will carry the stormwater to tr from the torm sewer in the new streets will collect the wateall directions from the top of the existing hill, ss in ard. The site is currently a farm field that drainsubdivision with a loop back to Shannon Oaks Boulevm the north and will be continued through the has been previously extended to the subdivision froin ivision that will serve the subdivision and watermasanitary sewer main along the west side of the subdunk e no private streets proposed. There is existing trthe public streets within the subdivision, there arng d trees will be installed per City requirements aloadjacent to the subdivision. Sidewalks and Boulevarwill be met by previously deeded parkland E-Adequate Public Facilities- Parkland dedication n Standards SECTIONS OF CODE TO REVIEW : 60.400.030- Subdivisio tachments to this letter. The UDC checklist and submittals are provided in atREQUIRED SUBMITTALS nt to the east side of this parcel. GDP and with the dedication of the City park adjacebeen made in previous phases of the constructed in two phases. Parkland dedication has be the City. It is anticipated that the project will on an outlot that will eventually be turned over tovision outh of the site and will be platted with the subditreatment will be in the existing stormwater pond swater on of new public streets, and utilites. The stormzoned R-2. The project will include the constructiperty is currently in for annexation and will be Oaks Boulevard NE and Bella Terra Road NE. The pronon acres located southeast of the intersection of ShanThis project will include 44 lots of homes on 17.8 GENERAL INFORMATION Subdivision. th Major Land Subdivision Permit for Century Valley 4Please find attached the application package for a Dear Community Development Team: Rochester, Mn, 55901 4100 West River Parkway NW, Suite 100 Rochester Community Development Rochester Community Development SEH No. 171967 14.00 Century Valley 4th Subdivision December 13, 2023 RE: Bella Terra Group, LLC qual Opportunity Employer SEH is 100% employee-owned | Affirmative Action–E sehinc.com 507.288.6464 | 888.908.8166 fax | -7373 717 Third Avenue SE, Suite 101, Rochester, MN 55904 Short Elliott Hendrickson Inc., s Engineers | Architects | Planners | Scientist Rochester Community Development 209 Decorah Edge Report Wetland Delineation Report TIS Wavier Determination GIS Form -fee paid to Olmsted County UDC Checklist UDC Application Attachments Project Manager Bill Anderson PE MN SHORT ELLIOTT HENDRICKSON INC. Sincerely, ct me at 507-273-1237. If you have any questions or concerns, please conta ed and will be shown on the final grading plan. bluff except for a few washouts that will be repaire top of uff as required and the grading will not disturb thbe maintained to be at least 30’ from the top of blll e elevation of the creek. Setbacks to structures withan 300’ from the creek and more than 70’ above th long Silver Creek, the proposed structures are moreconditions along the east side of the subdivision are is floodplain, shoreland and top of bluff E – Floodplain Overlay-F – Shoreland Overlay – Theproject. dge soils or features impacted by this D – Decorah Edge Overlay – There are no Decorah Ehis proposed project, see Wetland Report. E – Wetlands – There are no wetlands impacted by te 60.400.050 Sensitive Lands, Stormwater, and Drainag eek. bdivision because of the steep slopes and Silver Crconnection possible to the City Park east of the sul ewalks on Shannon Oaks Boulevard. There is no traiwithin the subdivision that will connect to the sidn – There will be sidewalks along the street Pedestrian and Bicycle Connectivity and Circulatiothe GDP. been shown on the current and previous versions of has serving the 44 lot subdivision. This arrangement means there will be local streets with cul de sacsnnon Oaks Boulevard and Bella Terra Road NE. This the site to one entrance off the round-about at Shaeep slopes on all sides which limits access to Connectivity – The proposed site is bordered by st 600.400.040 Access and Connectivity . s previously given by easement to the City for parkpark adjacent to the subdivision in an area that wa be met by dedication of an outlot for a future M – Parkland Dedication – parkland dedication will the quadrant system. L – Quadrant Street System – street naming follows K – Street Classification – The streets within thes proposed for this subdivision. J- Private Roadways – There are no private roadwayfeet. lic streets at spacing based on one tree per 50 I – Boulevard trees will be provided along the pubsides on a 60’ right of way with parking allowed on both ithin the subdivision will be a 32’ roadway H- Roadway Design Standards – The public roadway wPage 2 December 13, 2023 Rochester Community Development 210 pp letter.docx x:\\ae\\b\\bellt\\171967\\8-planning\\pre-plat\\pre plat a Approved General Development PlanPreliminary Plat Map NIM meeting summary and sign in sheet Preliminary Grading Plan Preliminary Profiles Page 3 December 13, 2023 MINUTES 211 s.docx x:\\ae\\b\\bellt\\171967\\8-planning\\pre-plat\\mtg minute ba ure park. current stormwater pond and the location of the fution beginning next spring, as was the use of the Phasing of the project was discussed with construct ordinance was explained to show how trees will be is also a goal of the development. The top of bluffble ed to City standards. Saving as many trees as possiinfrastructure is concerned everything is construct strict about energy efficiency. As far as the further stated the current building codes are quitees. He te them, but the builders don’t dictate those choicenergy efficient or sustainable they will incorporarent materials or products to make the homes more owners requests, if the owners want to pursue diffeing answered the homes are custom built to the subdivision more environmentally friendly, Mr. Flemould be taken to make the housing and the A question was asked about what additional steps cwould likely be 5-10 years away. to Silver Creek Road, this timing is not clear butconnection will be made from Shannon Oaks Boulevardst of the subdivision, in particular when the timing of the improvements for Silver Creek road eahe The timing of the future improvements depends on tsignals at the intersection with Silver Creek Road. le Drive and the future of possible traffic controlConcerns were raised about the traffic on East Circ handouts and opened for questions. Bill Anderson reviewed the Powerpoint and the Guideof bluff, approximate tree line and surrounding aerop ivision, streets, buildings and stormwater ponds, tGuide, an 11 x 17 exhibit showing the proposed subdGuide, the Major Land Subdivision Community Handouts were provided including the NIM Community . people attended in person, no one attended by teamsengineers Bill Anderson and Dan Horsch, and 2 Meeting was attended by developer Bob Fleming, SEH Community Development Copies to: see attached sign in sheet Present: Minutes by: Bill Anderson Meeting Chair: Bill Anderson Christ Our Rock Luthern Church 6:00 pm 12-7-2023 NIM-Century Valley 4th 212 213 up has been directly emailed to the applicant and applicant's consultant.-A plan review mark RPU Water Review 12/15/2023 shaded area on site plan for additional 10 ft. utility easement needed.RPU Electric requesting 10 ft. utility easements along both sides of all public and private streets. See red See attached comment in Accela software. RPU Electric Review 12/26/2023 See attached comment in Accela software. Public Works Review 12/27/2023 See attached comment in Accela software. Park and Rec Review 12/14/2023 No wetlands or decorah will be impacted in the proposed plat See attached wetland site maps and NOD. LGU 12/22/2023 Please see the attached letter in documents Fire Review 12/19/2023 County Public Works 12/28/2023 no issues. -See attached GIS referral document CenturyValleyFourthPP_Referral.pdf County GIS/E911 12/19/2023 022PLAT-CD2023 Application No: Agency Review Comments 1of 1Page 1/3/2024 8:23:01 AM 214 only.Sent to Planning Department via Accela and collected through the Building Permit review and approval process.Development of each individual lot is subject to a Plant Investment Fee (PIF) that will be calculated 5. .or Development Agreements/ and Owner Contract-Development charges/fees applicable to the Property will be addressed in City 4. easements is required prior to construction of any public infrastructure to serve the Property. site public -act, and dedication of any applicable on and offOwner Contr-Execution of a City 3. A TIS waiver is approved for this application. 2. this property. Development of the property is subject to the terms of the Agreement.for and First Supplemental Development Agreement There is an existing Development Agreement 1. Other comments that are not conditions of approval: .kmittlieder@rochestermn.govKyle Mittlieder at . For civil plan related and city owner contract related questions, contact rmn.govterickson@rocheste Troy Ericksonpermit application. For stormwater related questions, contact along with a completed grading LDSubmittals@Rochestermn.govand approval should be emailed to process and prior to application approval. Civil and Stormwater Management Plans ready for review Civil Plans & Stormwater Management Plan approval will be required through the site development 1. :Final Plat applicationaddressed prior to item(s) that need to be development. The following are th Century Valley 4and the proposed PLAT220-3CD202 oniMajor Land Subdivisent of Public Works has reviewed the application for mThe Depart 12/28DATE: )86195, 66423, & 66424PINs ( Major Land Subdivision th Century Valley 4 : RE FROM: Mark E. Baker 7090-Rochester, MN 55901 4001 West River Parkway NW, Suite 100 Community Development Jeff Feece 215 is coordinate Community Development Planning staff.vard Tree Green Facilities Agreement is coordinated by the Parks Department staff (Jeff Feece), the Bouleplant the required trees within a certain period of time as outlined in the agreement. The Payment Method in which case the owner/developer will enter into an agreement with the city to Facilities Agreement MethodBoulevard Tree Green . Option B; ($391.25 per tree for 2022)Forestry Staff will plant the required trees in which case the City of Rochester Payment Method Option A; meet their boulevard tree obligation(s). Prior to approval of the plat, the Owner shall determine which of the two available options will be used to • 2515.-328-on sheet is available through the Forestry Division at 507boulevard tree planting informatiplanting permit as required by ordinance at a time closer to when tree planting is intended to occur. A will be specifically reviewed for species, locational criteria, and site condition upon submittal of a separate .160, Boulevard Trees, if required and identified by the community development department per the LDM 64 • TREE REQUIREMENTS acres 2.94 4.16 = ): –edit after this plat (7.1 Remaining cr 7.1 acres Land dedicated through 2021 easement: this plat) including( 4.16 Total land required for dedication to date: acres 1.07 dedication required: Century Valley Fourth .51 acres :Valley Third dedicationCentury .95 acres Century Village: acres .32 :alley Second dedicationCentury V acres 21.31 Deferred land from Century Hills and Century Valley First: coordinated with the Parks Department. A summary of dedication for the CV GDP is below:The developer has dedicated a 7.1 acre (2021) park easement on land within the Century Valley GDP as • IREMENTSUPARK DEDICATION REQ Fair market value of land……………………………………… acres 1.07 Dedication ……………………………………………………… .0244 Density factor…………………………………………………… 44 Number of dwelling units……………………………………... 44.80 plat……………………………………………… …. Plat022-CD2023 Century Valley Fourth RE: Community Development TO: December 14, 2023 DATE: REFERRAL COMMENTS FORM DEPARTMENT ROCHESTER PARK AND RECREATION @rochestermn.govjfeece 2540-328-507 Phone: 3769-55904 Rochester, MN 150 RoomSE, Fourth Street 201 216 any buildings.lane signs must be in place prior to occupancy of 3. All street, directional and fire sacs less than 96 feet in diameter shall be posted “No Parking”. -de-) Cule sac diameter shall not be less than 70 feet in diameter -de-) Minimum culd of the street. t in width shall be posed “No Parking” on both sides Streets less than 26 feec) of the street. b) Streets less than 32 feet in width shall be posted “No Parking” on one side a) Minimum street width shall not be less than 20 feet clear drivable width. serviceable prior to and during building construction. roadways shall be the Zoning Ordinance and Land Development Manual. Emergency vehicle access 2. Streets and roadways shall be as provided in accordance with the fire code and determined by the size and construction type of the buildings being proposed. be no less than 1,000 gpm at 20 psi. The actual required fire flow per lot will befamily residential development area shall -a) The minimum fire flow for this single Hydrants shall be in place prior to commencing building construction. the Water Division. properly located and installed in accordance with the specifications of 1. An adequate water supply shall be provided for fire protection including hydrants requirements: With regard to the above noted project plan, the fire department has the following southeast of the intersection of Shannon Oaks Blvd NE and Bella Terra Rd NE.subdivision of 44.80 acres into 44 residential lots and 2 outlots. The site is located by Roger Payne, to be known as Century Valley 4th, for the PLAT 220-2023-CD SUBJ: Rochester, MN 55901 4001 West River Parkway Suite 100 Community Development Department December 19, 2023 2829-328-507Fax: FIRE MARSHAL DEPARTMENT FIRE 217 Assistant Fire Marshal Jason Fife Sincerely, 3.This new development is within our 4 minute response area and the ISO rating is a 201 4th Street SE 218 3726-STE 10, Rochester, MN 55904 - RIM 1136.90 requesting RPU Electric streets.all public and private along both sides of utility easements requesting 10 ft. RPU Electric 219 BELLA STRADA LNBELLA VISTA LNBELLA TERRA RD NE PHASE 2PHASE 1 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH PRELIMINARY SITE PLAN.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISIO N AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 10--CJECJE 1 of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#(WITHIN PROJECT BOUNDARY)TOTAL AREA = 14.15 ACRES EXISTING SLOPES 18% OR GREATER SAID TRACT CONTAINS 55.64 ACRES, MORE OR LESS.EAST 300.80 FEET TO THE POINT OF BEGINNING.SECONDS 15 MINUTES 45 DEGREES 47 SOUTH THENCE THIRD; VALLEY CENTURY SAIDOF 2, BLOCK 1, LOT OF CORNER SOUTHEAST THE TO FEET 316.32 LINE SOUTHERLY SAIDALONG WEST SECONDS 10 MINUTES 22 DEGREES 13 SOUTH THENCE FEET; 414.49 THIRDVALLEY CENTURY SAID OF LINE SOUTHERLY THE ALONG WEST SECONDS 57 MINUTES53 DEGREES 89 SOUTH THENCE 1; BLOCK SAID IN 8, LOT OF CORNER SOUTHEAST THE TOFEET 105.81 LINE EAST SAID ALONG EAST SECONDS 03 MINUTES 06 DEGREES 00 SOUTHTHENCE MINNESOTA; COUNTY, OLMSTED RECORDER, COUNTY THE OF OFFICE THEIN RECORD OF AND FILE ON THEREOF, PLAT THE TO ACCORDING THIRD, VALLEY CENTURYOF 1 BLOCK OF LINE EAST THE TO FEET 848.19 WEST SECONDS 05 MINUTES 48 DEGREES53 NORTH THENCE FEET; 204.76 WEST SECONDS 59 MINUTES 20 DEGREES 49 SOUTHTHENCE FEET; 736.34 WEST SECONDS 06 MINUTES 45 DEGREES 27 NORTH THENCEFEET; 339.75 EASEMENT PARKLAND SAID OF LINE NORTH THE ALONG WEST SECONDS25 MINUTES 58 DEGREES 89 SOUTH THENCE EASEMENT; PARKLAND SAID OF CORNERNORTHEAST THE TO FEET 900.91 LINE EAST SAID ALONG EAST SECONDS 42 MINUTES09 DEGREES 24 NORTH THENCE A-1543201; NO. DOCUMENT AS RECORDS COUNTYOLMSTED IN 2021, 06, AUGUST RECORDED EASEMENT, PARKLAND CERTAIN THAT OFLINE EAST THE TO FEET 1345.99 LINE WAY OF RIGHT NORTHERLY SAID ALONG SECONDS04 MINUTES 02 DEGREES 88 NORTH THENCE NE; ROAD CREEK SILVER OF LINE WAY OFSECONDS EAST ALONG SAID DRAINAGE EASEMENT 53.00 FEET TO THE NORTHERLY RIGHT55 MINUTES 19 DEGREES 25 SOUTH THENCE FEET; 320.00 EASEMENT DRAINAGESAID ALONG EAST SECONDS 00 MINUTES 19 DEGREES 62 SOUTH THENCE FEET;199.00 EASEMENT DRAINAGE SAID ALONG EAST SECONDS 45 MINUTES 52 DEGREES89 SOUTH THENCE FEET; 30.00 EASEMENT DRAINAGE SAID ALONG WEST SECONDS15 MINUTES 07 DEGREES 00 SOUTH THENCE FEET; 209.00 EASEMENT DRAINAGESAID ALONG WEST SECONDS 45 MINUTES 52 DEGREES 89 NORTH THENCE FEET; 283.00EASEMENT DRAINAGE SAID ALONG WEST SECONDS 00 MINUTES 05 DEGREES 33 SOUTHTHENCE A-1570306; NO. DOCUMENT AS RECORDS COUNTY OLMSTED IN 2022, 22,JULY RECORDED EASEMENT, DRAINAGE PUBLIC CERTAIN THAT OF CORNER NORTHERLYMOST THE TO FEET 89.58 EAST SECONDS 56 MINUTES 03 DEGREES 56 SOUTHTHENCE FEET; 119.76 WEST SECONDS 10 MINUTES 33 DEGREES 50 SOUTH THENCE FEET;129.49 WEST SECONDS 50 MINUTES 13 DEGREES 38 SOUTH THENCE FEET; 129.50 WESTSECONDS 32 MINUTES 12 DEGREES 25 SOUTH THENCE FEET; 129.49 WEST SECONDS13 MINUTES 11 DEGREES 12 SOUTH THENCE FEET; 129.49 EAST SECONDS 05 MINUTES50 DEGREES 00 SOUTH THENCE FEET; 130.41 EAST SECONDS 45 MINUTES 58 DEGREES 10SOUTH THENCE FEET; 115.92 EAST SECONDS 15 MINUTES 45 DEGREES 47 SOUTH THENCEBEGINNING; OF POINT THE TO FEET 1904.25 QUARTER NORTHWEST SAID OF LINE NORTHTHE ALONG EAST SECONDS 42 MINUTES 53 DEGREES 89 NORTH THENCE 32; SECTIONSAID OF QUARTER NORTHWEST THE OF CORNER NORTHWEST THE AT COMMENCINGOF THE NORTHEAST QUARTER OF SAID SECTION 32, DESCRIBED AS FOLLOWS:QUARTER NORTHWEST THE OF PART AND 32, SECTION OF QUARTER NORTHWEST THEOF QUARTER NORTHEAST THE OF PART WITH TOGETHER 29, SECTION SAID OF QUARTERSOUTHEAST THE OF QUARTER SOUTHWEST THE OF PART AND 29, SECTION OF QUARTERSOUTHWEST THE OF QUARTER SOUTHEAST THE OF PART BEING MINNESOTA, COUNTY,OLMSTED WEST, 13 RANGE NORTH, 107 TOWNSHIP 32, AND 29 SECTIONS OF PART PRELIMINARY PLATCENTURY VALLEY FOURTH bob@rflemingconstruction.comROCHESTER, MN 559011907 2ND ST NWBOB FLEMINGBELLA TERRA LLC DEVELOPER 44 RESIDENTIAL LOTS2024 CONSTRUCTION PHASING PLANNED MN LIC. NO. 47034MARK HASELIUS, LSSEH, INC.LAND SURVEYOR* ALL U.E. ARE 10' UNLESS OTHERWISE NOTEDBASED ON THE OLMSTEAD COUNTY COORDINATE SYSTEM NAD 83 (1996 ADJ.)BEARINGS STREET B-B CURB WIDTH = 33.34'·STREET R.O.W. WIDTH = 60.00'·ZONE R-2: LOW DENSITY SMALL LOT·PWO = PARTIAL WALK OUT·PDW = PARTIAL DAY WINDOW·WO = WALK OUT·DW = DAY WINDOW·F = FLAT·GENERAL NOTES U.E. = UTILITY EASEMENTINCLUDING RIGHTS TO CONDUCT DRAINAGE AND TRIMMING ON SAID EASEMENT.ALL NECESSARY OVERHEAD, UNDERGROUND OR SURFACE PUBLIC UTILITIES,AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF UTILITY EASEMENT DEFINED D.E. = DRAINAGE EASEMENTUNDERGROUND AND SURFACE DRAINAGE FACILITIES AND UTILITY EASEMENT.AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE EASEMENT DEFINED 50100200100scalefeet0X:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\1 0-Civil\\cad\\dwg\\sheet\\Pre Plat\\BE171967 PP- CV4.dwg 12/13/2023 1:41 PM Plot: cestrada 12/13/2023 12:30 PMSave: 10701080109011001110106010701080109011001110105010601070108210801092108810901102109 8110011141112110811101146114811501126114411301134114011301148114611441142113811361134113211281126114011301134113211281126112411221118113011201142113811361134113211281126112411221118111611401130112011 4811461144114211381136113411321128112611241122114011301144114211381136114011421138113611341132114011401130112011101100109010801070106011381136113411321128112611241122111811161114111211081106110411021 14011301120111011241122111811161114111211081106110411201110 PROPERTY LINE 63.18N 12°28'59" W112.79N 11°23'32" E182.30N 67°39'42" E138.55N 27°37'44" E121.34N 25°05'59" WN 54°34'53" E 221.81N 15°09'46" E 241.22N 88°02'20" E 228.13N 87°58'20" E 170.75S 56°55'00" E 815.3889.58S 56°03'56" E119.76S 50°33'10" W129.49S 38°13'50" W129.49S 25°12'32" W129.49S 12°11'13" W129.49S 00°50'05" E130.41S 10°58'45" ES 47°45'15" E 416.72S 13°22'10" W 316.32S 89°53'57" W 414.48105.81S 00°06'03" EN 53°48'05" W 848.19S 49°20'59" W 204.77N 27°45'06" W 736.34 135.16121.16 20.00 UE30.00 UETOP OF BLUFFAPPROXIMATE TREE LINE 33.7197.6297.62113.82114.61110.00117.1573.21217.86159.1680.5590.09209.56349.10393.59147.24105.19257.0725.1973.95129.49129.4912 9.49129.49119.7689.58162.3083.65332.89236.5333.36170.75235.10232.01204.17206.8431.2665.8990.0990.09129.83133.87137.91141.94164.71203.85181.40158.95135.97130.00174.73167.26236.29158.55214.70509.50476. 31302.08374.20547.45475.83199.42286.38364.31453.34458.81464.28470.06481.91469.36486.39452.06194.78241.227.84213.97121.34156.39139.07119.05 105.81 156.5190.1790.1795.1895.18100.189.61101.49101.498.242 04.7714.78341.78379.7763.18112.79105.9576.36138.55106.31 26.6060.14 106.91345.88 299.95 478.55457.59625.75 PROPERTY LINELINEPROPERTYPROPERTY LINEPROPERTY LINEFUTURE SUBDIVISIONSSILVER CREEK RD NESTORM WATER POND OUTLOTFUTURE CITY PARKFUTURE PHASE BLOCK 1PHASE 2BLOCK 2BLOCK 1PHASE 1 0.38 ACWOLOT 16 0.35 ACWOLOT 15 0.55 ACWOLOT 14 1.18 ACWOLOT 13 2.04 ACP-WOLOT 12 0.83 ACWOLOT 11 0.42 ACWOLOT 10 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 ACWOLOT 11 0.27 ACWOLOT 10 0.28 ACWOLOT 9 0.29 ACWOLOT 8 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 0.45 ACFLOT 17 2.49 ACP-WOLOT 16 3.85 ACWOLOT 15 2.29 ACWOLOT 14 1.26 ACWOLOT 13 1.06 ACP-DWLOT 12 1.10 ACFLOT 11 0.73 ACFLOT 10 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 ACFLOT 7 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 ACWOLOT 3 0.55 ACWOLOT 2 0.42 ACWOLOT 1EX BASINEX BASIN SHANNON OAKS BLVD NEBELLA TERRA RD NESILVER CREEKCENTURY VALLEY THIRD EX 30" RCP>>>S I S>>>SSSSSSS>>>>>>>>>>>>>WETWETCOCO> RIM 1136.90 private streets. of all public and along both sides utility easements requesting 10 ft. RPU Electric additional 10 ft requesting Electric RPU 220 60' STREET60' STREETBELLA TERRA RD NE PHASE 2PHASE 1 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH PRELIMINARY GRADING MAP.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 10 BACJECJE 2 of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#50100200100scalefeet0X:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\Pre Plat\\BE171967 PP- Grading Map.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 12:31 PMSave: 10501060107010801090110011101070109011001110106010701080109011001110108010901100111011201060107010801090110011101050105 0106010701080109011001110110411061108111011121114111611181120112211241126112811301132113411361138114011421144114611481120112611321134113211301130113411381120112611301132113411361138114011401124112811 3211441136111611201122112611301134113811421146112011261128113011321134106010741070106610621058105210601070107011201126113011341136113811401140113011201110110010901080107010601146114411421138113611341 132112811261140113011501150 PROPERTY LINE 63.18N 12°28'59" W112.79N 11°23'32" E182.30N 67°39'42" E138.55N 27°37'44" E121.34N 25°05'59" WN 54°34'53" E 221.81N 15°09'46" E 241.22N 88°02'20" E 228.13N 87°58'20" E 170.75S 56°55'00" E 815.3889.58S 56°03'56" E119.76S 50°33'10" W129.49S 38°13'50" W129.49S 25°12'32" W129.49S 12°11'13" W129.49S 00°50'05" E130.41S 10°58'45" ES 47°45'15" E 416.72S 13°22'10" W 316.32S 89°53'57" W 414.48105.81S 00°06'03" EN 53°48'05" W 848.19S 49°20'59" W 204.77N 27°45'06" W 736.34 20.00 UE30.00 UETOP OF BLUFFAPPROXIMATE TREE LINE PROPERTY LINELINEPROPERTYPROPERTY LINEPROPERTY LINEFUTURE SUBDIVISIONSSILVER CREEK RD NESTORM WATER POND OUTLOTFUTURE CITY PARKFUTURE PHASE BLOCK 1PHASE 2BLOCK 2BLOCK 1PHASE 1 0.38 ACWOLOT 16 0.35 ACWOLOT 15 0.55 ACWOLOT 14 1.18 ACWOLOT 13 2.04 ACP-WOLOT 12 0.83 ACWOLOT 11 0.42 ACWOLOT 10 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 ACWOLOT 11 0.27 ACWOLOT 10 0.28 ACWOLOT 9 0.29 ACWOLOT 8 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 0.45 ACFLOT 17 2.49 ACP-WOLOT 16 3.85 ACWOLOT 15 2.29 ACWOLOT 14 1.26 ACWOLOT 13 1.06 ACP-DWLOT 12 1.10 ACFLOT 11 0.73 ACFLOT 10 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 ACFLOT 7 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 ACWOLOT 3 0.55 ACWOLOT 2 0.42 ACWOLOT 111481146114411421138113611341132112811 261124112211181130112011421138113611341132112811261124112211181116114011301120114811461144114211381136113411321128112611241122114011301126112411221118111611141112110811061104110211201110EX BASINEX BASIN SHANNON OAKS BLVD NEBELLA TERRA RD NESILVER CREEKCENTURY VALLEY THIRD EX 30" RCP>>>S I S>>>SSSSSSS>>>>>>>>>>>>>WETWETCOCO> 1120 Wade Neubauer 12/15/2023 RPU Water-Reviewed DETAIL PLATE 6-19 SHOW F&I 4" POLYSTYRENE INSULATION PER CITY CROSSINGS, IF VERTICAL SEPARATION IS 18" TO 24" MIN. VERTICAL SEPARATION. FOR W/M / STORM CROSSINGS WITH W/M ARE REQUIRED TO BE 18" AND VERTICAL SEPARATION DIMENSION. ALL CROSSING, W/M TOP PIPE EL., STORM PIPE INV. EL., INFO FOR CROSSINGS WITH W/M (STATIONING OF FINAL PLANS NEED TO INCLUDE ALL CROSSING existing??note descriptions.info (top of pipe el., inv. el., dimension, and stationing) in profile view. Include W-detail plate 6-07 and 6-19 for insulation requirements if needed. Provide all crossing ALWAYS CENTER A 20' STICK OF W/M PIPE AT ALL CROSSINGS. See City residential areas valves shall be located such that no more than 24 customers would be isolated during a shut down.where the w/m exits the paved area. Generally valves shall be located at intersections in line w/ the ROW lines. In before the temp. hyd or if the end hyd is permanent just past the hyd tee, at all stub-outs, on loops at both ends System Valves: Valves must be located at all temporary dead-ends past the last w/s and a min. distance of 20' -Show with W-notes calling out the fittings,hyd. and break-off elevation.points to allow for air release, and to allow for proper flushing and testing of the water main.In residential areas w/ usable frontage, hyds shall be spaced a maximum of 400' apart. In non-developed areas hyds shall be placed at major high sides of all cul-de-sacs, at the end of all temporary or permanent dead-ends that include w/s connections, etc. (see city engineering standards). Fire Hydrants: The Rochester Fire Prevention Bureau must approve all fire hyd. locations. Hyds must be located at all street intersections, at the 221 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\ \171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 4 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet08" DIP W/M8" DIP W/M8" DIP W/M8" DIP W/M8" DIP W/M W-19W-20W-22W-21 18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP Class III18" RCP CL318" RCP CL3 ST-76ST-75ST-74ST-73ST-2ST-1CB-20MH S-12MH S-13 8" SDR-35 PVC8" SDR-35 PVC MH-1MH-2SN-1 PT: 74+66.85MID: 73+97.08PC: 73+27.3078+0077+0076+0075+0074+0073+00S IIIIIIIIII>>RIM 1136.90 S 13°22'10" W 316.32 121.16129.83133.87 0.32 ACWO 0.27 ACWO 0.28 ACWOLOT 9 0.95 ACP-DWLOT 6 0.94 ACP-WOLOT 5 0.99 ACWOLOT 4 0.67 AC125 LF 8" SDR-35 PVC @ 0.40%59 LF 18" RCP CL3 @ 1.00%40 LF 8" DIP W/M @ 0.82%20 LF 8" DIP W/M @ 1.00%DEPTH=10.00'TC=1138.34STA = ???, ???' ???INV=1128.34 (W)INV=1128.44 (E)MH-1DEPTH=4.86'TC=1138.23STA = ???, ???' ???INV=1133.37 (W)INV=1133.47 (E)MH S-12 75 LF 18" RCP CL3 @ 1.00%DEPTH=4.82'TC=1139.04STA = ???, ???' ???INV=1134.32 (SE)INV=1134.22 (W)MH S-13DEPTH=10.29'TC=1139.03STA = ???, ???' ???INV=1128.85 (SE)INV=1128.75 (W)MH-2 79 LF 8" SDR-35 PVC @ 0.40%23 LF 8" DIP W/M @ 1.13%49 LF 8" DIP W/M @ 1.20%99 LF 18" RCP Class III @ 0.40%DEPTH=4.50'TC=1139.22STA = 75+29.77, 7.0' RINV=1134.82 (SW)INV=1134.82 (NE)INV=1134.82 (SE)INV=1134.72 (NW)ST-1DEPTH=4.58'TC=1140.10STA = 77+05.68, 7.0' RINV=1135.62 (SW)INV=1135.62 (NE)INV=1135.62 (SE)INV=1135.52 (NW)ST-2 176 LF 18" RCP Class III @ 0.40%270 LF 18" RCP Class III @ 0.40%DEPTH=10.41'TC=1140.91STA = 78+39.06, 0.0'INV=1130.59 (SE)INV=1130.49 (NW)SN-1 410 LF 8" SDR-35 PVC @ 0.40%0.99%EL=1138.59PVI STA=73+75.000.50%78+5078+0077+0076+0075+0074+0073+001140.961140.711140.461140.211139.961139.711139.461139.211138.961138.71 1139.41140.91142.61143.31142 .01141.51140.31139.51138.51138.31138.01138.3 EL=1138.59PVI STA=73+75.000.50%115511501145114011351130112511201155115011451140113511301125 1130 LESS THAN 45 DEGREES. AS POSSIBLE BUT IN NO CASE AS A PERPENDICULAR CROSSING MUST TRY TO ACHIEVE AS MUCH LESS THAN A 45 DEGREE ANGLE. NO CROSSINGS WITH W/M AT CLEAR.SHEETS, ALL SEGMENTS). REQUIRED TO BE 10' MIN. PIPE BETWEEN W/M AND SANITARY PIPE (ALL DIMENSION THE CENTER-OF-PIPE TO CENTER-OF CURB STOPS LOCATED ON THE RIGHT-OF-WAY LINESERVICES REQUIRED FROM CONNECTION TO W/M TO RIGHT-OF-WAY LINE AND WATER SERVICES LAYOUT PROVIDED. NOTE, 1" TYPE K COPPER WATER NO REVIEW COMMENTS PROVIDED ON WATER SERVICES AS NO PROPOSED 222 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 5 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet0 W-30 15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III18" RCP Class III ST-72ST-71ST-65ST-64ST-4ST-3 8" SDR-35 PVC SN-1SN-2 PT: 83+27.29MID: 82+69.28PC: 82+11.2783+0082+00 81+0080+0079+0078+00SS IIIIIIIIIIIIIII 141.94135.97 0.30 ACWOLOT 7 0.40 ACWOLOT 6 0.42 ACWOLOT 5 0.37 ACWOLOT 4 0.35 ACWOLOT 3 0.32 ACWOLOT 2 0.73 ACF 1.10 ACFLOT 9 1.03 ACFLOT 8 1.02 AC 0.95 AC 0.94 ACP-WO270 LF 18" RCP Class III @ 0.40%845 LF 8" DIP @ 0.45%DEPTH=10.41'TC=1140.91STA = 78+39.06, 0.0'INV=1130.59 (SE)INV=1130.49 (NW)SN-1 845 LF 8" DIP @ 0.45%DEPTH=4.75'TC=1141.45ST A = 79+75.68, 7.0' RINV=1137.05 (SW)INV=1137.05 (NE)INV=1136.80 (SE)INV=1136.70 (NW)ST-3 295 LF 18" RCP Class III @ 0.40%845 LF 8" DIP @ 0.45%DEPTH=10.68'TC=1142.99STA = 82+69.28, 3.4' RINV=1132.41 (SE)INV=1132.31 (NW)SN-2 430 LF 8" SDR-35 PVC @ 0.40%0.50%83+0082+0081+0080+0079+0078+001143.211142.961142.711142.461142.211141.961141.711141.461141.211140.961140.71 1150.11148.81147.81 146.41144.91142.71140.71138.81138.21139.41140.9 0.50%116511601155115011451140113511301165116011551150114511401135 1130 8"X6" REDUCER6"REPAIR A WATER MAIN BREAK. WATER MAIN SHUT-DOWN TO BE OUT OF WATER DURING A ONLY 24 HOMES TOTAL WOULD VALVES IN LOCATIONS WHERE ALSO, LOCATE MAIN LINE GATE CROSSINGSAND KEEP 10' AWAY FROM NOT WITHIN CROSSWALKS, OUT OF THE INTERSECTION, GATE VALVES, TRY TO KEEP WHEN LOCATING MAIN LINE 8"X6" REDUCER6-04.SEE CITY DETAIL PLATE SIDEWALK IN BLVD, LOCATED IN FRONT OF HYD.'S SHOULD BE 6"223 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH BELLA TERRA ROADPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10--CJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\ sheet\\BE171967 PP - BELLA TERRA RD.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 1:39 PMSave: 6 BELLA TERRA ROAD BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet08" DIP W-33W-30W-31W-32 15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III ST-65ST-64ST-5ST-4ST-62ST-63 8" SDR-35 PVC SN-2SN-3 6+446+00PT: 83+27.29MID: 82+69.2887+2787+0086+0085+0084+0083+00SS IIIIIIIIIIIIIII 130.00 0.32 ACWOLOT 2 0.33 ACP-WOLOT 1 2.49 ACP-WO 3.85 ACWO 2.29 ACWO 1.26 ACWO44 LF 8" DIP @ 1.44%DEPTH=11.04'TC=1 145.01STA = 86+60.20, 0.0'INV=1133.97 (NW)SN-3DEPTH=5.09'TC=1144.19STA = 85+24.58, 7.2' RINV=1139.35 (SW)INV=1139.35 (NE)INV=1139.10 (NW)ST-5 209 LF 8" DIP @ 0.47%256 LF 18" RCP Class III @ 0.40%184 LF 8" DIP @ 0.57%391 LF 8" SDR-35 PVC @ 0.40%EL=1145.29PVI STA=87+16.20-25.00%0.50%88+09.6888+0087+0086+0085+0084+0083+001121.921124.341136.841145.211144.961144.711144.461144.211143.9 61143.711143.461143.21 1142.01143.51143.41143.21144.21146.21148.91150.61150.1-25.00%0.50%116511601155115011451140113511301165116011551150114511401135 1120 AND STORM BETWEEN W/M CONFLICT APPEARS TO BE 8"X6" REDUCER6"CROSSINGSPIPE JOINTS SHALL BE 10' AWAY FROM ALL W/M FITTINGS (BENDS, GV'S) AND NO W/M BENDS UNDER CROSSINGS. 8"X6" REDUCER6"224 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH STREET & CUL-DE-SACPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 BACJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - STREET & CUL-DE-SAC.dwg 12/13/2023 1:42 PM Plot: cestrada 12/13/2023 12:46 PMSave: 7 STREET & CUL-DE-SAC BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 15306030scalefeet08" DIP8" DIP8" DIP8" DIP W-40W-39W-38W-37W-36W-35W-34W-30W-31 18" RCP Class III18" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III18" RCP Class III ST-70ST-7ST-6ST-60ST-61ST-64ST-62ST-63ST-5 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-7SN-6SN-5SN-4SN-2 85+0084+0083+003+403 +006+005+004+003+002+001+000+006+44 SSSSS IIIIIIIIIIIIIIIII 110.00117.15209.56147.24235.10232.01204.17374.20 0.38 ACWO 0.35 ACWOLOT 9 1.07 ACWOLOT 8 1.52 ACWOLOT 7 1.86 ACP-WOLOT 6 3.03 ACWOLOT 5 1.42 ACP-DWLOT 4 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 0.44 ACFLOT 1 0.32 AC 0.33 ACP-WOLOT 1 0.45 ACF 1.06 ACP-DW 1.10 ACF DEPTH=5.56'TC=1142.24STA = 3+56.41, 15.7' RINV=1136.78 (W)INV=1136.68 (S)ST-60 43 LF 15" RCP Class III @ 4.60%DEPTH=7.73'TC=1142.10STA = 3+12.15, 10.6' RINV=1134.37 (W)INV=1134.72 (N)INV=1134.47 (S)ST-6 242 LF 18" RCP Class III @ 0.50%DEPTH=5.26'TC=1140 .94STA = 0+66.46, 15.7' RINV=1135.78 (S)INV=1135.68 (N)ST-7 42 LF 18" RCP Class III @ 0.50%DEPTH=4.47'TC=1140.46STA = 0+25.30, 6.5' RINV=1135.99 (N)ST-70DEPTH=10.66'TC=1142.63STA = 3+91.84, 4.2' RINV=1131.96 (S)SN-4DEPTH=10.67'TC=1142.33STA = ???, ???' ???INV=1131.66 (W)INV=1131.77 (S)INV=1131.77 (N)SN-5 65 LF 8" SDR-35 PVC @ 0.30%86 LF 8" SDR-35 PVC @ 0.57%DEPTH=10.67'TC=1141.94STA = 2+39.46, 0.0'INV=1131.37 (S)INV=1131.27 (N)SN-6 173 LF 8" SDR-35 PVC @ 0.55%DEPTH=10.66'TC=1141.08STA = 0+66.46, 0.0'INV=1130.41 (N)SN-76+19.416+005+004+003+002+001+000+001143.841143.741143.491143 .241142.991142.741142.491142.241141.991141.741141.491141.241140.991138.18 1145.01145.51146.81146.81145.91144.91144.01143.31142.71142.51142.61141.51139.11136.6 EL=1140.80PVI STA=0+10.46EL=1138.18PVI STA=0+00.000.50%25.00%115511501145114011351130112511201155115011451140113511301125 1115 LINERIGHT-OF-WAY LINE GV ON THE INSTALL A MAIN APARTOF PIPES)(EDGE TO EDGE MUST BE 10' LINESEASEMENT CROSS THE BUILDABLE BUILDING PAD / HOUSE PROPOSED W/M10' FROM NEEDS TO BE EASEMENT LINE HYD. IN THIS PROPOSED LOCATION OF STREETIN OTHER TO WATER MAIN AND SHOW INTERSECTION THE PROFILE IN TO CONTINUE THIS AND STORM BETWEEN W/M CONFLICT APPEARS TO BE all crossingscenter 1full stick of pipe on crossings. remember to no w/m bends under 225 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH CUL-DE-SACPRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 BACJECJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn \\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - CUL-DE-SAC.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 12:29 PMSave: 8 CUL-DE-SAC BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet0SSSS IIIIIIIIIIIIIII 8" DIP8" DIP8" DIP W-42W-41W-38W-37W-36W-35 15" RCP Class III18" RCP Class III18" RCP Class III15" RCP Class III15" RCP Class III18" RCP Class III ST-68ST-8ST-66ST-6ST-60ST-61 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-9SN-8SN-6SN-5 3+403+002+001+000+003+002+00 0.35 ACWO 1.18 ACWO 2.04 ACP-WO 0.42 ACWO 0.35 ACWOLOT 9 0.52 ACP-DWLOT 3 0.43 ACFLOT 2 ST-66SN-8SN-9ST-8ST-68DEPTH=10.67'TC=1138.46STA = 2+03.00, 3.9' RINV=1127.79 (W)INV=1127.89 (E)SN-8DEPTH=5.16' TC=1138.72STA = 2+12.08, 15.7' RINV=1133.56 (W)INV=1133.66 (E)ST-66 151 LF 18" RCP Class III @ 3.80%DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-8 36 LF 15" RCP Class III @ 0.50%DEPTH=4.22'TC=1132.48STA = 0+29.22, 19.6' RINV=1128.26 (E)ST-68 8" DIP140 LF 8" SDR-35 PVC @ 2.70%DEPTH=10.66'TC=1133.06STA = 0+66.00, 0.0'INV=1122.39 (W)INV=1122.49 (E)SN-9 137 LF 8" SDR-35 PVC @ 3.86%287 LF 8" SDR-35 PVC @ 8.90%2+742+001+000+001141.221140.421138.421136.421134.421132.421128.32 1142.21141.61140.01137.71133.91130.01125.2 EL=1141.06PVI STA=2+66.00EL=1130.82PVI STA=0+10.00EL=1128.32PVI STA=0+00.004.00%25.00%2.00%115011451140113511301125112011151150114511401135113011251120 1075 MAX.AREAS) AND 10' MIN. IN TURF MIN. COVER (6' PROFILE IS 7 PROPOSED W/M MAKE SURE SECTION 1012 STANDARD PLANSENGINEERING STANDARDS UNDER REQUIREMENTS IN THE CITY UP / SCALING NEEDS TO FOLLOW THE IN THE FINAL PLANS THE SHEET SET-ALIGNMENT10' OFF OF W/M NEEDS TO BE EASEMENT NO HYD IS TESTINGPIGTAIL FOR CORP AND PLUG WITH A CAP OR BOLTED INCLUDE A IN THE W-NOTE 226 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH EASEMENT 1PRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 WSAWSACJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - EASEMENTS.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 1:40 PMSave: 9 EASEMENT 1 BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet04+90.814+003+002+001+000+005+5+004+00 W-43W-42W-41W-45W-44 15" RCP Class III18" RCP Class III18" RCP Class III15" RCP Class III ST-68ST-8ST-66ST-61 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC SN-11SN-10SN-9SN-8 3+002+001+000+00 SSS IIIIIIIIIIII SS>>>>>>>>>>WETWETWET 129.49S 25°12'32" W129.49S 12°11'13" W 30.00 UE 129.49129.49206.84174.73158.55214.70 FUTURE PHASE 0.35 ACWO 0.55 ACWO 1.18 ACWO 2.04 ACP-WO 0.83 ACWO 0.42 ACWO 0.35 ACWOLOT 9 SN-9ST-8ST-68 151 LF 18" RCP Class III @ 3.80%DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-8 36 LF 15" RCP Class III @ 0.50%DEPTH=4.22'TC=1132.48STA = 0+29.22, 19.6' RINV=1128.26 (E)ST-68 169 LF 8" DIP @ 6.58%5 LF 8" DIP @ 1.99%287 LF 8" DIP @ 8.43%DEPTH=10.00'TC=1106.77STA = ???, ???' ???INV=1096.77 (NW)INV=1096.87 (E)SN-10 204 LF 8" SDR-35 PVC @ 5.70%DEPTH=9.64'TC=1094.77STA = ???, ???' ???INV=1085.13 (SE)SN-11DEPTH=10.66'TC=1133.06STA = 0+66.00, 0.0'INV=1122.39 (W)INV=1122.49 (E)SN-9 287 LF 8" SDR-35 PVC @ 8.90%4+90.814+003+002+001+000+00-1+001133.061132.591134.041125.761115.04 1131.31128.41124.21120.31115.11110.31106.41100.61097.01094.81094.8 115511501145114011351130112511201115111011051100109510901085108010751155115011451140113511301125112011151110110511001095109010851080 1055 227 LICENSE NO.DATEWILLIAMS. ANDERSON, PE 12/13/202315092 ROCHESTER, MN CENTURY VALLEY 4TH EASEMENT 2PRELIMINARY PLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT171967 BENCHMARK DESCRIPTION (LT)of Revision IssueDateDescriptionRev.#Re vision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#10 WSAWSACJEX:\\AE\\B\\BELLT\\171967\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE171967 PP - EASEMENTS.dwg 12/13/2023 1:43 PM Plot: cestrada 12/13/2023 1:40 PMSave: 10 EASEMENT 2 BENCHMARK DESCRIPTION (RT)XXX.XXRTBENCHMARK EL. XXX.XXLTBENCHMARK EL. 10204020scalefeet04+90.814+005+57.415+004+003+002+001+00 0+008" DIP8" DIP W-42W-41 18" RCP Class III15" RCP Class III18" RCP Class III ST-69ST-68ST-8ST-66 8" SDR-35 PVC8" SDR-35 PVC SN-9SN-8 2+001+000+00 SS IIIII EX BASIN20.00 UE 162.30206.84174.73167.2623 6.29214.70 0.38 AC 0.35 ACWO 0.55 ACWO 1.18 ACWO 2.04 ACP-WO 0.83 ACWO557 LF 18" RCP Class III @ 12.50%DEPTH=1.77'TC=1059.82STA = 0+00.00, 0.0'INV=1058.05 (NE)ST-69DEPTH=5.40'TC=1133.13STA = 0+63.49, 10.2' RINV=1127.73 (SW)INV=1128.08 (W)INV=1127.83 (E)ST-85+57.415+004+003+002+001+000+00-0+501133.131133.181134.741130.40 1132.31132.91134.21134.01133.51129.71118.51105.61095.61086.61078. 51067.91058.0 113511301125112011151110110511001095109010851080107510701065106010551135113011251120111511101105110010951090108510801075107010651060 BWSR NO 9/21/2023.on received was Report the impact. development of potential the with area study the within encountered were soils Decorah no and completed was study Edge Decorah A (~2004-2006). made be would that delineation the in wetlands as noted ponds stormwater two were There channel. stream the within shelf a was which channel stream the along edge eastern the along wetland the at looked and aera Project the walk We 6/14/2023. on Beduhn-SEH) (Rebecca delineator the with site the walked and met LGU) and (SWCD TEP The NoAand Delineation Application, development.the for process application the complete to needed be will application replacement or No-Loss A Development. Valley Century the for submitted as decision wetland the approves LGU The N/A10/02/202310/2/20236/2/2023OlmstedRochesterof City FlemmingBob LLCTerra Bella 4thValley Century R2023-007WET 228 Findings must consider any TEP recommendations. 1 :Summary ☐ Attachment(s) (specify): ☐ . 1 providing the basis for the LGU decisionand/or insert narrative ttach document(s) – A LGU Findings e property on which the replacement wetland is located must be provided to the LGU for the approval to be valid.the title of thspecific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on -approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project Wetland Replacement Plan 1 Other (specify): ☐5 years (default) ☐Decision is valid for: :Other ☐Governing Board/Council ☐Staff ☐Maker for this Application: -Decision Conditions:List Denied ☐ 1 Approved ☐ 1 Approved with Conditions (specify below) ☐ LGU Decision No TEP Recommendation ☐Deny ☐Approve w/Conditions ☐Approve ☐) if any ttachaFindings and Recommendations (Technical Evaluation Panel Number(s):Account Bank : sBank Credit ☐ Project Specific ☐ Wetland Replacement Type: Area:Total WCA Wetland Impact (replacement plan decisions only) Replacement Plan Impacts 9 ☐8 ☐7 ☐6 ☐5 ☐4 ☐3 ☐2 ☐ :artSubp H ☐G ☐F ☐E ☐D ☐C ☐B ☐A ☐ Part: (8420.0420) ☐ (8420.0415)Loss -No ☐ Bank Plan (not credit purchase) ☐ Replacement Plan ☐ Sequencing ☐ Type /Boundary Wetland ☐ check all that apply - WCA Decision Type :this Notice was SentDate : of LGU Decision Date :by LGU Application ReceivedDate : LGU Project No. (if any) :Project Name Applicant Representative: Applicant Name: County: :nment UnitLocal Gover Notice of Minnesota Wetland Conservation Act 1 2019, 12– Form D BWSR NO 10/2/23EricksonTroy EricksonTroy StudenskiDavid Beduhn-SEHRebecca LehmanNicole ChesnutJed LangerSkip OverlayEdge Decorah - DEO the and Conservation Wetland 60.200.040D: Section UDC Rochester's to refer Please 229 per 8420.0255, Subp. 3. of the application to members of the public upon request summary . The LGU may opt to send a electronically or by mail may be sentpplication materials This notice and accompanying a : Date : : Other ☐ : (notice only) Members of the Public ☐ : bank plan applications only)required for BWSR Wetland Mitigation Coordinator ( ☐ : Corps of Engineers ☐ Optional or As Applicable: : Agent/Consultant ☐ : ☐ : rg.Ogmt. Mor W istrictDW ☐ : RepresentativeDNR ☐ : )LGU contactLGU TEP Member (if different than ☐ : BWSR TEP Member ☐ : SWCD TEP Member ☐ Required on all notices: nclude name) (iNotice Distribution (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable) Appeals Submittal RequirementsLocal If yes, all appeals must first be considered via the local appeals process.1 No ☐ 1 Yes ☐ applicable to this decision? local appeal processDoes the LGU have a travis.germundson@state.mn.us St. Paul, MN 55155 520 Lafayette Road North Minnesota Board of Water & Soils Resources Appeals & Regulatory Compliance Coordinator the decision is in error. Send to:ion as to why representatives (if applicable), a statement clarifying the intent to appeal and supporting informatThe appeal should include a copy of this notice, name and contact information of appellant(s) and their mail. -quest to appeal can be submitted by mail or ebelow. The check must be sent by mail and the written rethe LGU has adopted a local appeal process as identified unless along with a check payable to BWSR for $500 received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director this decision, you must provide a written request within 30 calendar days of the date you appealIf you wish to Appeals of LGU Decisions Project Plan(s)/Descriptions/Reports (specify): ☐Site Location Map ☐ Attached Project Documents 2 2019, 12– Form D 1W 230 R2023-007WET rec'd by OCPD 6/1/2023 Feet0±Area of InvestigationPreviously Delineated Waterway2023 Wetland Boundary2023 WaterwaySample Point www.sehinc.comWATTS: 800-325-2055FAX: (651) 490-2150PHONE: (651) 490-2000ST. PAUL, MN 551103535 VADNAIS CENTER DR.Rochester, Olmsted County, MinnesotaCentury Hills Development - 4th Phase Path: X:\\AE\\B\\BELLT\\171967\\3-env-stdy-regs\ \30-env-doc\\90-wetlands\\GIS\\Figure 6 - Wetland Results.mxd Print Date: 5/22/2023 6Figure the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that USDA, USGS, NRCS, MnDNRSource: SEH, ESRI, Olmsted CountyProjection: UTM NAD 83 Zone 15NMap by: rbeduhn Project: BELLT 171967 Wetland 2Stormwater Pond 1 2U2W1U S 231±teeF0030060 seniLegdEharoceDnoitagitsevnI fo aerAnoitacoL tiP lioS(!dnegeL dxm.selpmaS lioS - 3 erugiF\\serugiF\\haroceD\\tisiV 1202 enuJ\\sdnaltew-09\\cod-vne-03\\sger-ydts-vne-3\\914851\\TLLE B\\B\\EA\\:X :htaP.dedivorp atad fo esu ro ssecca s'resu eht fo tuo esira hcihw segamad yna rof elbail eb ton llahs HES taht segdelwonkca pamsiht fo resu ehT .serutaef cihpargoeg fo noitciped eht ni noisicerp ro noitcerid ro ecnatsid fo tnemerusaem gnitcaxe gniriuqer esoprup rehto yna ro ,gnikcart ,lanoitagivan rof desu eb nac ataD SIG eht taht tneserper ton seod HES dna ,eerf rorre era pam siht eraperp ot desu ataD )SIG( metsyS noitamrofnIcihpargoeG eht taht tnarraw ton seod HES .ylno sesoprup ecnerefer rof desu eb ot si dna pam siht no detsil secruos suoirav morf derehtag atad dna ,noitamrofni ,sdrocer fo noitalipmoc a si pam sihT .eno sa desu eb ot dednetni ton si dna pam yevrus a ron pam dedrocer yllagel a rehtien si pam sihT atosenniM ,ytnuoC detsmlO ,retsehcoR 3202/9/6 :etaD tnirP RNDnM ,SCRN ,SGSU ,ADSU ytnuoC detsmlO ,IRSE ,HES :ecruoSN51 enoZ 38 DAN MTU :noitcejorPnhudebr :yb paM tnempoleveD ht4 yellaV yrutneC moc.cnihes.www5502-523 )008( :FT6618-809 )888( :XAF0002-094 )156( :ENOHP01155 NM ,LUAP .TS.RD RETNEC SIANDAV 5353 3erugiF 769171 TLLEB :tcejorP(!(!(!(!(!(!noitacoL tolP elpmaS lio 232 7101-328-507 GIS Analyst / Addressing Dave McCollister To address issues listed above, please contact our office. names are valid.t fees have been paid. Streempaciiminary plat GIS No issues to discuss at this time. Prel potential GIS, ROADWAY, or ADDRESS related issues are present shows the following:PLAT to determine any existing or PRELIMINARYCENTURY VALLEY FOURTH A review of the CENTURY VALLEY FOURTH PP GIS REFERRAL RE: ADAM NOWINSKI CC: DAVE MCCOLLISTER FROM: BILL ANDERSON, ROBERT FLEMING TO: DECEMBER 19, 2023 DATE: REFERRALPLAT PRELIMINARY CENTURY VALLEY FOURTH 7958-(507) 328 Fax: 7100-(507) 328 Phone: 4744-Rochester, MN 55904 2122 Campus Drive SE, Suite 100 GIS/Addressing Division Olmsted County Public Works AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Planning, Policy & Analysis :Land Use & Transportation •Addressing, Data & Mapping :eographic Information SystemsG County Building/Well/Septic :Environmental Safety • Permitting & Zoning Current Planning: 4)233 development. purpose of constructing the street, utility, and drainage facilities needed to serve theway and easements of adequate size and dimension are provided for the -of-Rights m) permitted uses on, or the efficient continued development of, adjacent properties.y of The proposed subdivision will not have adverse impacts on the safety or viabilit l) design of the subdivision. Range Capital Improvements Programs and the elements listed in those programs in the-year and other Long-sion has taken into account the current sixThe proposed subdivi k) connections, and adequate buildable area in each lot for planned uses.vehicle, transit, vehicular, service and emergency access, efficient utility service motorized -lot and block layout provide for safe and convenient pedestrian, non The j) wastewater systems that exceed adopted standards.site impacts on the street, drainage, water, or -The proposed subdivision will not have off i) lots are developable for their designated purposes.ater tables have been adequately studied to ensure that all The soils, topography and w h) standards.60.400.040C Subdivision level Connectivity and Circulation and applicable traffic service transportation plans and is consistent with the street layout standards listed in Section zed system is consistent with adopted motori-The vehicular, pedestrian, transit and non g) or adopted drainage or stormwater policies.the City of Rochester and is consistent with the adopted Stormwater Management Plan plan for soil erosion and stormwater management meets the adopted standards of The f) efficient and timely extension to serve future development.normal and fire protection demands of proposed development and to provide for the The proposed water system and sanitary sewer system are adequate to serve the e) or county ordinance.aw or city The proposed land subdivision will not result in a violation of federal or state l d) General Development Plan, Conditional Use Permit, and/or Traffic Impact Study.The proposed land subdivision permit is consistent with any approved and applicable c) this UDC. UDC has been approved pursuant toModification, Major Modification, or Variance for any deviation from the standards in this The proposed land subdivision conforms to all standards in this UDC, unless a Minor b) consistent with the adopted Comprehensive Plan.The proposed land subdivision is a) Subdivision Permit, if it determines that the following criteria are met:The Planning Commission shall recommend, and City Council shall approve, a Major Land Criteria for Major Land Subdivision Permit Approval n)234 minimize or eliminate flood damage.located and constructed to All public utilities and facilities, such as sewer, gas, electrical, and water systems, are vi) andbuilding sites no lower than two feet below the regulatory flood protection elevation; both to the subdivision and to the individual The subdivision provides road access v) access roads are clearly labeled on all required subdivision drawings and pla?ng documents; boundaries, the regulatory flood protection elevation and the required elevation of alloodway and/or Flood Fringe District For all subdivisions containing land within the Fl iv) Adequate drainage is provided to reduce exposure of flood hazard; or above the regulatory flood protection elevation;Each lot contains a potential building site located outside of the Floodway District at ii) ordinance; of the future residents of the proposed subdivision in a manner consistent with this erosion potential, or any other floodplain related risks to the health, safety, or welfare k formations with severe limitations for development, severe drainage, soil and rocThe proposed subdivision adequately mitigates the risks of flooding, inadequate i) Overlay:Floodplain –For any land located within the Special Flood Hazard Area of the FPO p) subdivision residents into surrounding residential districts. spillover parking fromIf located in a residential zoning district, the subdivision addresses the need to avoid o) adopted plans, policies, and regulations. The proposed parks, trail thoroughfares, and open space dedications are consistent with Planning 235 \[UNANIMOUS\] APPROVED RESULT: Cline A Robert ABSENT: Krull, John EischenEberhart, Joanne Crawford, Jeremy C Andrist, Jonathon P R Schubring, Alissa T Moe, Aaron D Ruchi Gupta, Randy AYES: Eischen John Moe T Alissa MOVER: obligation. tree boulevard their meet shall applicant the Plat, Final the of recordation the to Prior 7. be shall comments Fire Rochester Plat, Final the of submittal the to Prior 6. be shall comments Water RPU Plat, Final the of submittal the to Prior 5. be shall comments Electric RPU Plat, Final the of submittal the to Prior 4. exhibit. plat the on labeled be shall 2 and 1 Outlots Plat, Final the of submittal the to Prior 3. on the plat exhibit. labeled be shall lot each for and frontages lot Plat, Final the of submittal the to Prior 2. Rochester Public Works.be approved by shall Plan and Civil a Application, Plat Final a of to Prior 1. Conditions: with the findings and support outlined in the Community Development Memo dated January 10, 2024.022PLAT -Motion to forward a recommendation of APPROVAL WITH CONDITIONS for Major Land Subdivision CD2023 commissioners.Staff answered questions from .spoke on behalf of the applicant ,Anderson, SEH consultant Bill report. staff the presented ,lannerp Mohler, Elliot lots and two outlots.urth, with seven conditions, for the subdivision of 44.80 acres into 44 residential Payne, to be known as Century Valley Fo022PLAT by Roger -Forwarding a recommendation to Council approving Major Land Subdivision No. CD2023Official Act: Fourth Valley Century as known be to Payne, Roger by 022PLAT-CD2023 No. Subdivision Land Major D. 5. Recommendations and Reports 1) MINUTES Commission Zoning & Planning ROCHESTER, OF CITY 2024 10, January - Zoning & RESOLUTION2364.Prior to submittal of the Final Plat, RPU Electric commentsshall be addressed. approved.3.Prior to submittal of the Final Plat, a Stormwater Management Plan shall be on the plat exhibit.2.Prior to submittal of the Final Plat, lot frontages and dimensions shall be labeled exhibit. 1.Prior tosubmittal of the Final Plat, Outlots 1 and 2 shall be labeled on the plat CONDITIONSshown below.CD2023-022PLAT requested by Roger Payne, subject to the conditions of approval BE IT FURTHER RESOLVED, that the City approve Major Land Subdivision No. criteria subject to the imposition of the below-stated sevenconditions of approval.preponderance of the evidence submitted at the public hearing that it has satisfied the above that, based upon the above-stated findings of fact, the Applicant has shown by a NOW,THEREFORE IT BE RESOLVEDby the Common Council of the City of Rochester application subject to seven conditions. hearing to consider this application and adopted the findings of fact and approved the WHEREAS, on February 5, 2024, the City of Rochester Common Council held a public the application and recommended approval subject to seven conditions.WHEREAS, on January 10, 2024, the City of Rochester Planning Commission reviewed meets the criteria in R.C.O §60.500.040 (subd. G) Major Land Subdivision Permit.to the Community Development memo dated January 10, 2024, and finds the proposal WHEREAS, the Council adopts the Planning Commission findings as described attached Bella Terra Rd NE.44.80 acres of land located southeast of the intersection of Shannon Oaks Blvd NE and WHEREAS, the Major Land Subdivision proposes 44 residential lots and two outlots on Subdivision approval to be known as Century Valley Fourth. WHEREAS, Roger Payne has requested from the City of Rochester Major Land Blvd NE And Bella Terra Rd NE.Outlots On 44.80acres, LocatedSoutheast Of The Intersection Of Shannon Oaks Century Valley Fourth, A Project Consisting Of 44Residential Lots And Two Approving MajorLandSubdivisionNo.CD2023-022PL AT, To Be Known As 5.Prior to submittal of the Final Plat, RPU Water comments shall be addressed. 237Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OFobligation.7.Prior to recordation of the Final Plat, the applicant shall meet their boulevard tree 6.Prior to submittal of the Final Plat, Rochester Fire comments shall be addressed. M 238 tnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP.ssecca?metsys?tnemtraped?erif?rof?xob?yek?xonK?a?dna?metsys?relknirpserif?eht?rotinom?ot?mrala?erif?a?eriuqer?lliw?xel p-4?hcaE?.stinu?gnillewd?05?naht?erom?ot?ssecca?enoylno?si?ereht?sa?,metsys?relknirps?citamotua?devorppa?na?htiw?deppiuqe?eb?llahs?tinu?gnillewd?hcaE?.6.noitagilbo?eert?draveluob?rieht?teem?llahs?tna cilppa?eht?,talP?laniF?eht?fo?noitadrocer?ot?roirP?.5.seitilitU?cilbuP?retsehcoRfo?snoitacificeps?eht?ot?tibihxe?talp?eht?esiver?llahs?tnacilppa?eht?,talP?laniF?eht?fo?lattimbus?ot?roirP?.4.delebal?e b?llahs?stoltuo?lla?,talP?laniF?eht?fo?lattimbus?ot?roirP?.3.tibihxE?talP?eht?nihtiw?”EN?enaL?egalliVyrutneC“?sa?teerts?laitnediser?lacol?eht?yfitnedi?llahs?tnacilppa?eht?,talP?laniF?eht?fo?lattimbus ?ot?roirP?.2.devorppa?eb?llahs?nalP?tnemeganaM?retawmrotS?a?,talP?laniF?eht?fo?lattimbus?ot?roirP?.1:snoitidnoc?gniwollof?eht?ot?tcejbus?,noisividbuS?dnaL?rojaM?eht?fo?lavorppa?dnemmocerot?0-8?detov? noissimmoC?eht?,gniteem?noissimmoC?gninoZ?dna?gninnalP?,4202?,01?yraunaJ?eht?tA.noitategevevitan?eht?htiw?gnola?sedisllih?gnitsixe?eht?fo?noitavreserp?tnacifingis?wolla?lliw?hcihw?,talp?yranimilerp?e htfo?toltuo?eht?ni?detacol?yliramirp?era?sedislliH?.%81?naht?repeets?era?,talp?yranimilerp?eht?no?roloc?neerga?ni?dedahs?,sedisllih?ehT?.lacitcarpmi?yellaV?yrutneC?fo?snoitrop?rehto?ot?snoitcennoc?te erts?gnikam,tcejorp?eht?fo?tsae?dna?htron?eht?ot?sepols?tnacifingis?era?ereht?,yllanoitiddA?.saera?secaps?nepo?egraleht?niatniam?dna?eganam?ot?detaerc?eb?lliw?noitaicossa?renwo?emoh?wen?A?.stinu?emoh nwot?dehcatta”elas?rof“?etar?tekram?desoporp?231?tub?,ytinummoc?latner?a?eb?ot?dednetni?ton?si?tcejorp?tcejbus?ehT.3202?ni?dednema?dna?7102?ni?devorppa?saw?hcihw?,)PDG(?nalP?tnempoleveD?lareneGyellaV ?yrutneC?regral?eht?htiw?tnetsisnoc?si?noisividbuS?dnaL?rojaM?ehT?.egatnorf?s'noisividbus?ehtgnola?dR?keerC?revliS?fo?tnemevorpmi?eht?dna?,ecalP?egalliV?yrutneC?,cas-ed-luc?a?fo?noitcurtsnoc?ehtsesop orp?noisividbus?sihT?.stoltuo?eerht?dna?stol?emohnwot?laitnediser?dehcatta?231?otni?serca?8.71?fonoisividbus?eht?rof?,egalliV?yrutneC?sa?nwonk?eb?ot?,noisividbuS?dnaL?rojaM?a?gnisoporp?si?tnacilppa?e hT:evitarraN?tropeR.EN?dR?keerC?revliS?dna?EN?rD?elcriC?tsaE?fo?noitcesretni?eht?fo?tsaehtron?detacol?,stoltuo?eerht?dnastol?laitnediser?231?otni?serca?19.71?fo?noisividbus?eht?rof?,snoitidnoc?xis?ht iw?,egalliV?yrutneC?sa?nwonkeb?ot?,enyaP?regoR?yb?TALP120-3202DC?.oN?noisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???2.GegalliV?yrutneC?sa?nwonk?eb?ot?,enyaP?regoRyb?TALP120 -3202DC?.oN?noisividbuS?dnaL?rojaM NOITCA?ROF?TSEUQER hguoeGcM?dnomseD:RETNESERPsgniraeH?cilbuP:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE F 239 egalliV?yrutneC?TALP120-3202DC?-?noituloseRegalliV?yrutneC?TALP?120-3202DC?-?setuniM?gniteeM?CZP?4202?,01?yraunaJegalliV?yrutneC?TALP120-3202DC?-?airetirC?SLMegalliV?yrutneC?TALP120-3202DC?-?st nemmoC?weiveRegalliV?yrutneC?TALP120-3202DC?-?setuniM?gniteeM?noitamrofnI?doohrobhgieNegalliV?yrutneC?TALP120-3202DC?-?evitarraN?tnacilppAegalliV?yrutneC?TALP120-3202DC?-?tibihxE?noisividbuS?dnaL?roj aMegalliV?yrutneC?TALP120-3202DC?-?paM?noitacoL?etiSegalliV?yrutneC?TALP120-3202DC?-?paM?noitacifitoNegalliV?yrutneC?TALP120-3202DC?-?omeM?tnempoleveD?ytinummoC:stnemhcattA hguoeGcM?dnomseD:yB?derape rP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tcartnoC?renwO-ytiC?ro/dna?tnemeergAtnempoleveD?a?ni?deniltuo?eb?lliw?dna?repoleved?eht?fo?ytilibisnopser?eht?eb?lliw?stsoc? tnempoleved?llA:tcapmI?ecruoseR?&?lacsiF srenwoytreporp?gnirobhgien?ot?tnes?dna?repapswen?eht?ni?dehsilbup?eciton?gniraeh?cilbuP?:4202?,72?yraunaJnoitadnemmoceR?dna?tropeR?-?noissimmoC?gninnalP?:4202 ?,01?yraunaJTALP?120-3202DC?noisividbuS?dnaL?rojaM?no?gniteeM?noitamrofnI?doohrobhgieN?:3202?,7?rebmeceDA-PDG300-3202DC.oN?tnemdnemA?nalP?tnempoleveD?lareneG?yellaV?yrutneC?-?lavorppA?etammaeT?:3202? ,82?enuJTALP310-2202?DC?.oN?talP?yranimilerP?egalliV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:2202?,81?yluJXNA100-1202DC?.oN?noitaxennA?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:1202?,5?lirpAPDG443 00R.oN?nalP?tnempoleveD?lareneG?yellaV?yrutneC?fo?lavorppA?-?gniteeM?licnuoC?:7102?,62?lirpA:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.ytilibaniatsuS?&?ytilibisnopseR?lacsiFdna?tnemeganaM?htwo rG?dna?ycnarbiV?cimonocE?fo?selpicnirp?eroC?nalP?evisneherpmoC?seveihcadna?nalP?tnempoleveD?lareneG?evitca?na?htiw?tnetsisnoc?si?noisividbus?dnal?rojam?desoporp?ehT:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsi 240 plex will require -as there is only one access to more than 50 dwelling units. Each 4Each dwelling unit shall be equipped with an approved automatic sprinkler system obligation. and parkland Prior to recordation of the Final Plat, the applicant shall meet their boulevard tree specifications of Rochester Public Utilities. plat exhibit to the the Prior to submittal of the Final Plat, the applicant shall revise utlots shall be labeled.oall Prior to submittal of the Final Plat, .within the Plat Exhibit street as “Century Village Lane NE”the local residential the applicant shall identify Prior to submittal of the Final Plat ed.approvshall be Stormwater Management Plan t, the Final Pla Prior to submittal of : Approval with conditions:Development Review Team Recommendation : Rochester City Council Approval Body future construction, utility, and grading plans.plat will follow the Major Land Subdivision and will ensure full compliance with A final are not part of the preliminary plat review.Site design standards, such as building and parking lot location, height, and setbacks, public utility needs, and the future for development on adjacent undeveloped land.destrian access /connectivity, development standards, such as lot size, vehicle and peCommission and City Council evaluate the subdivision for conformance with lot creation of a subdivision. During the Major Land Subdivision review, the Planning is the initial document authorizing the Major Land SubdivisionThe What is Considered : Major Land Subdivision Application Type PLANNING COMMISSION SUMMARY SEH Inc / William Anderson Consultant: Roger Payne Applicant: .Silver Creek Rd. NENE and East Circle Dr.ntersection of of the i The site is located at the northeast corner Location: outlots. lots and 132 attached residential townhome into 17.8 acres , for the subdivision of as Century Village be knownPLAT by Roger Payne, to 021-jor Land Subdivision #CD2023 Request: Rochester Community Development Department Prepared By: Rochester Planning and Zoning Commission January 10, 2024 CommunityDevelopment@rochestermn.gov Email: 2401-328-507 Fax: 2950-328-507 Phone: 7090-Rochester, MN 55901 4001 W River Parkway NW, Suite 100 City of Rochester, Minnesota 2 241 four owning abeing 5,846 square feet in size. However, there could only be one entity 33 residential lots constructed on2 zone district if -achievable in the Ris configurationdevelopment in this exact number of units exactthan “for sale” individual units. This rather as a rental community developmentplex -allow this type of fourwould only written, currently ionprovis standard2 development -he RtHowever, each on their own lot.townhome units, ”for sale“132 to construct seeks this development As noted, foot parcel.3,000 square located four units can be thereunder the UDC provisions, ,Therefore30 feet. minimum lot width a 2 is 3,000 square feet and-minimum lot size in Rhe T .lot on a single dwellings fourencompasses buildingplex -a fourtplex identifies -4UDC definition for The 2 zoning district-in the R ,by right ,permittedplex units are -ourF iscussionDtandard Simensional Dot L-R street layout.is consistent with the approved GDP This subdivision plat The applicant’s narrative provides an exhibit of the approved GDP.. 17 and amended in 2023part of the larger Century Valley GDP approved in 20The site is hillsides along with the native vegetation. existing theof the preliminary plat, which will allow significant preservation of outlot are primarily located in the Hillsides. than 18% steeper, which are on the preliminary platgreen color are shaded in a hillsideshe Tof Century Valley impractical. to other portions There are significant slopes to the north and east of the project making street connections southwest corner of the development at the intersects with East Circle Dd NE Roa. Silver Creek Rd NE Silver Creek, will be from ”Century Village Place“residential street, o the local Access tway will be dedicated. --rightand are proposed to be public, ways roadof these Both paved street section. on one side of the 28 foot wide ittedpermParking will be access to the individual units. and providesdevelopment through the way itswinds a local residential street within a 56 wide ROWhis street, T”Village PlaceCentury “project, which is identified as is one other proposed street improvement for the re The P2S comprehensive plan identifies this as a primary collector street segment. Theon the south side, which is currently an unpaved road. improvements to Silver Creek There will be of two streets. /reconstructionThe project will include the construction .open spaces areas the largeo manage and maintain Association will be created tA new Home Owner townhome units. rate “for sale” attached proposed marketbut 132 ,intended to be a rental communityis not The subject project ite. reconstruction of a portion of Silver Creek Road NE to access the sand stormwater treatment pond ties, the construction of a new public street, utiliwill include low density residential) and –lot 2 (small-zoned R site is. The subject tlots and three plex buildings)- lotstownhome subdivide 17.8 acres into 132 residential as Century Village, to The applicant is proposing a Major Land Subdivision, to be known PROJECT SUMMARY department system access.box for fire a fire alarm to monitor the fire sprinkler system and Knox key 021PLAT-CD2023 3 242 plat as submitted.Community Development is supportive of the proposed Thus, .roposed developmentpHOA ownership as provided by this under ownership of all residents of the community or being left as common open space in joint by area hillside would be best protected Community Development believes that the natural ots.n into individually owned lovegetatiall the hillside and existing However, to approach the plat in that manner would place . feet3,000 square minimum lot standard ofthe with would comply lotssuch ,boundaryuntil it reached an exterior )preliminary platarea on the common shown as is now what though (to the street side and to the rear extended were lines lot’s propertyeach fI townhouse units. sell individualdevelopme nt to allowing this proposed 2 zoning district-a fair playing field in the R metric would createWe believe an average lot size f topography and natural area. lands having this type ois an ideal approach to development of preservation between buildings outlots for hillsidepen spaces lots combined with the large o small residential clustering offinds that the Community Development000 square feet2 district is just 3,-Rof the minimum lot size Tundant common area. e ab,000 square feet due to th5 exceedsof these units ”lot sizeaverage “the ,nd subtracting public ROWa ng common areaincludi ,”average lot size“the calculating When her than a “minimum lot size”. the development rat lot size standardaverage “would ask the Commission/Council to apply an , we2-Rtype of development in by providing additional provisions to address this UDC code update oversight in the next to correct what we believe to be an looksteam evelopment While the Community D time where it is very much needed opportunities atprovide home ownership to veloper seekingpenalize a deagain seems to This , no variance would be needed to build the development. rental communityconstructed as However, if reas left in common ownership. smaller individual lots with natural aallow this type of clustered townhouse development on could easily be warranted to , a variance hillsideswith steep vegetated to the natural constraints of the property Due that is maintained by HOA. a community having abundant common area open spacewill provide opportunities for a townhome purchase within width, whichsmaller in area and supports the proposed development as submitted with individual lots Development Community ochester,ntly in the City of Rhousing units curre “for sale”of production low current ue to the D3 zoning districts. -2x or R-2, R-Rownership opportunities in the either as a rental community or to provide individual home be developedthat can typeshould be a product development plex -fourThis type of written. currently provisions as 2 zoning -of the R unintended consequenceis an Development Team’s position that this t is the Community . Ihome ownership be developed allowing the opportunity forproject to , but not allow the exact same as a rental community 2 zoning district-Rin the development equitable to allow such it is From a Community Development perspective, purposes. investmentrental for entitieswas sold to multiple building plex -, or where each 4a single entityunder project could be done as a rental community Thus, this exact development they would be on a single property. pod sincenit udwelling 021PLAT-CD2023 4 243 .acres 1.49 subdivision this dedication associated with The remaining credit after acre parkland easement. -existing 7.1covered under the of parkland required for this plat is acres2.4 ry Valley GDP. The required 21 on land within the Centuacre parkland easement in -7.1dedicated a Century Valley hasoutlots. The new plat is creating 132 new residential lots and three Parkland Dedication comments. public utility easements will be need as illustrated on their redline Comments, additional As noted on the RPU Electric .devicereducing -will be required to be equipped with a pressure lessfinished floors of 1,065 feet elevation or PSI. Homes with main the 67 PSI to near 95 pressures within this area will range from Static water ice the site.Presently, public facilities exist to serv Utilities required. obligations specific to the development of this site may be Agreement for the Owner’s execution to memorialize terms and Presently, public facilities exist to service the site. A Development Public Facilities 013WET-R2020ineation completed in 2020 (wetland delbased on a ings. No wetlands are found on the property accepted the findUnit has reviewed the Decorah Edge Study and Governmental. The Local any Decorah Edge Support Soils contactnot development does , the consultant determined thisprofilessite. Upon analysis of the throughout the are described and lected A total of six (6) soil profiles were col adjacent soils.and d “Decorah Edge” soil units refine the boundary between mappeto eted by the consultant boundaries was complmap units and ification of soil detailed field ver A “Decorah Edge” soils. potential consideredproject area includes mapped soil series that are The soil survey in the plan process before final plat approval.addressed through the civil grading and stormwater management Steep slopes exist throughout the site and will need to be FloodplainEdge/Wetlands/Decorah required before acceptance of a final plat application. issued. The Stormwater Management Plan approval will be Management Plan has been approved, and a grading permit No grading or earthwork is allowed to occur until a Stormwater ManagementGrading & Stormwater NE.ss to East Circle Dr. provide acceto along it’s frontage to primary collector standards on the south side improved NE will be sac. Silver Creek Rd--terminates in a culto the northeast corner of the site where it NE Silver Creek Rd will be served by one access extending from The development Streets and Access width as noted above. consistent will all standards except the lot size and the proposal Family Small Lot) and -2 (Single-This site is zoned RSubdivision. which is compatible with the proposed Major Land Residential, Density -The underlying Land Use designation for this area is Low Land Use/ Zoning ZONING SUMMARY TABLE –PLAT 1-3CD202 021PLAT-CD2023 5 244 Land Subdivision Findings Major Review Comments Neighborhood Information Meeting Minutes Applicant Narrative (Preliminary Plat) Major Land Subdivision Exhibit Location Map Notification Map ATTACHMENTS as outlined in the Planning Commission Summary above. ROVAL WITH CONDITIONSAPPThe Community Development Team recommends Subdivision findings are met (Section 60.500.040G.4). conformance with the Unified Development Code and recommends that all Major Land The Community Development Team has reviewed the Major Land Subdivision for STANDARDS FOR APPROVAL –SUBDIVISION CRITERIA MAJOR LAND 021PLAT-CD2023 245PIN: 083540500' Notification AreaWard 5NE.intersection of East Circle Dr NE and Silver Creek Rd and 3 outlots. The site is located northeast of the subdivision of 17.91 acres into 132 residential lots Roger Payne, to be known as Century Village, for the Major Land Subdivision #CD2023-021PLAT, by 246 >247 Said tract contains 17.80 acres, more or less.seconds East, along said south line 301.57 feet to the point of beginning.line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 38 minutes 11degrees 50 minutes 05 seconds East, along said easterly right of way line, 303.04 feet to the southminutes 07 seconds East, along said easterly right of way line, 179.32 feet; thence South 73seconds East, along said easterly right of way line, 663.09 feet; thence South 89 degrees 38East, along said easterly right of way line, 136.44 feet; thence South 21 degrees 53 minutes 22COUNTY HIGHWAY RIGHT OF WAY PLAT No. 47; thence South 18 degrees 56 minutes 17 secondsline, 254.40 feet to the easterly right of way line of C.S.A.H. No. 22, according to OLMSTEDOffice of the said County Recorder; thence North 89 degrees 38 minutes 11 seconds, along saidline of CENTURY POINT SUBDIVISION, according to the plat thereof, on file and of record in theSouth 825 feet of the Northwest Quarter of the Northeast Quarter, said line also being the south00 degrees 01 minute 51 seconds East, along said west line, 117.63 feet to the north line of saidline 400.00 feet to the west line of said Northeast Quarter of the Northeast Quarter; thence NorthNumber A-1461243; thence North 89 degrees 58 minutes 09 seconds West, along said southerlywithin a Warranty Deed, dated October 28, 2018, recorded November 06, 2018 as Documentcertain parcel described by metes and bounds, depicted on Certificate of Survey incorporated01 minutes 51 seconds West, along said easterly line, 160.88 feet to the southerly line of thatof the Northeast Quarter of the Northeast Quarter of said Section 31; thence South 00 degreessaid Block 1, a distance of 83.98 feet to its intersection with the east line of the west 400.00 feetSUBDIVISION; thence North 18 degrees 26 minutes 39 seconds West, along the westerly line ofRecorder, 529.96 feet to the southwest corner of Block 1 in said CENTURY HILLS NINTHaccording to the respective plats thereof, on file and of record in the Office of the said Countysoutherly lines of CENTURY HILLS TENTH SUBDIVISION and CENTURY HILLS NINTH SUBDIVISION,southwesterly line, 228.94 feet; thence North 87 degrees 46 minutes 34 seconds West, along thethence North 55 degrees 07 minutes 39 seconds West, along saidsaid County Recorder;HILLS TENTH SUBDIVISION, according to the plat thereof, on file and of record in the Office of theseconds East, along said westerly line, 550.87 feet to the southwesterly line of Block 2, CENTURYalong the westerly line of said Outlot B, 187.81 feet; thence North 34 degrees 07 minutes 13County, Minnesota, and point of beginning; thence North 07 degrees 56 minutes 26 seconds East,according to the plat thereof, on file and of record in the Office of the County Recorder, Olmstedthe Northeast Quarter 506.78 feet to the southwest corner of Outlot B, CENTURY VALLEY,North 89 degrees 38 minutes 11 second West along the south line of said Northeast Quarter of1305.94 feet to the southeast corner of said Northeast Quarter of the Northeast Quarter; thenceof South 00 degrees 01 minute 19 seconds West, along the east line of said Northeast QuarterCommencing at the northeast corner of said Northeast Quarter; thence on an assumed bearingfollows:and that part of the Northeast Quarter of the Northeast Quarter of said Section 31, described asNorth, Range 13 West, Olmsted County, Minnesota, lying east of County State Aid Highway No. 22,The South 825 feet of the Northwest Quarter of the Northeast Quarter of Section 31, Township 107CENTURY VILLAGE 132 UNITS2024 CONSTRUCTION(WITHIN PROJECT BOUNDARY)TOTAL AREA = 5.63 ACRES EXISTING SLOPES 18% OR GREATERbob@rflemingconstruction.com507.269.6078ROCHESTER, MN 559011907 2ND ST NWBOB FLEMINGBELLA TERRA LLCDEVELOPERPHASING PLANNEDVICINITY MAPMN LIC. NO. 47034MARK HASELIUS, LSSEH, INC.LAND SURVEYORBRODULE-BELLCHESTER COMPLEX, 25 TO 60 PERCENT SLOPESSHULLSBURG SILT LOAM, 2 TO 6 PERCENT SLOPESLINDSTROM SILT LOAM, 2 TO 6 PERCENT SLOPESCHASEBURG SILT LOAM, 0 TO 2 PERCENT SLOPESEXISTING ON-SITE SOIL TYPESCOORDINATE SYSTEM NAD 83 (1996 ADJ.)BASED ON THE OLMSTED COUNTYBEARINGSSTREET B-B CURB WIDTH = 29.34'*CENTURY VILLAGE PLACE R.O.W. WIDTH = 56.00'*NOTESU.E. = UTILITY EASEMENTand trimming on said easement.surface public utilities, including rights to conduct drainagemaintenance of all necessary overhead, underground orAn unobstructed easement for the construction andUTILITY EASEMENT DEFINEDD.E. = DRAINAGE EASEMENTand utility easement.maintenance of underground and surface drainage facilitiesAn unobstructed easement for the construction andDRAINAGE EASEMENT DEFINED LICENSE NO.DATE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE PRELIIMINARY PLAT BELLT 153353Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#306012060scalefeet0WSAWSASLNX:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg \\sheet\\pplat\\BE153353PL - PRELIMINARY PLAT.dwg 12/13/2023 2:59 PM Plot: snordine 12/13/2023 2:58 PMSave: 1 1:20 SCALE LOT AREA DETAIL 1,264 SQ FT1,264 SQ FT1,659 SQ FT1,659 SQ FT74'62'12'79'21'16' 16'21'10' UE CENTURY R40.67'20' UE20' UE10' UE20' UE20' UE20' UE56' ROW29.34' B-B VILLAGE PLACESILVER CREEK RD NE 663.10N 21° 53' 22" W301.57N 89° 38' 11" W303.04N 73° 50' 05" W179.32N 89° 38' 07" W136.43N 18° 56' 17" W254.40S 89° 38' 11" E 117.63S 00° 01' 51" W 400.00S 89° 58' 09" E 160.88 N 00° 01' 51" E83.98S 18° 26' 39" E529.96S 87° 46' 34" E228.94S 55° 07' 39" E550.87S 34° 07' 13" W187.81S 07° 56' 26" W EX. R.O.W.112011101100109010801070106010501040104011201100109010801070106010401040 EAST CIRCLE DR NE 60585756555453525150494846403938343230282423211918141 211109876543213130282625242219131210987654321PHASE 1PHASE 2403938373433323130292624221815141310987654321 DCU 12 HDPE1040.9810078DCU 12 PVC1041.3010094 EL = 1084.10STUBOUTEX W/M I EDGE SOILSEX. DECORAH DCU1 B ARCH 51X30 RCP APRON1034.46DCU B ARCH 51X30 RCP APRON1034.46DCU E 18 CMP APRON1038.75DCU B 18 CMP APRON1037.65SSS>>>>>>>>>>>>>>>>>>> ℄248 LICENSE NO.DATE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE TYPICAL SECTIONS BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dw g\\sheet\\BE153353 TY.dwg 12/13/2023 3:02 PM Plot: snordine 12/13/2023 12:01 PMSave: 2 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#⅊⅊⅊1.00'4" MIN.GEOTEXTILE FABRIC, TYPE V12" SELECT GRANULAR BORROW (MNDOT 3149)8" AGGREGATE BASE CLASS 5 (MNDOT 3138)MNDOT SPEC 2360 - SPWEB340C2-1/2" PLANT-MIXED BITUMINOUS BASE COURSEMNDOT SPEC 2360 - SPWEA340C1-1/2" PLANT-MIXED BITUMINOUS WEARING COURSE VARIES4" D.O. C&GCONCRETE SIDEWALK1.00'4" MIN.VARIES1.00'5.00'VARIES1.5%73+74 - 75+04CUL DE SACCENTURY VILLAGE PLACE℄61+07 - 73+74CENTURY VILLAGE PLACE GEOTEXTILE FABRIC, TYPE V12" SELECT GRANULAR BORROW (MNDOT 3149)8" AGGREGATE BASE CLASS 5 (MNDOT 3138)MNDOT SPEC 2360 - SPWEB340C2-1/2" PLANT-MIXED BITUMINOUS BASE COURSEMNDOT SPEC 2360 - SPWEA340C1-1/2" PLANT-MIXED BITUMINOUS WEARING COURSE 4" D.O. C&GCONCRETE SIDEWALK4" D.O. C&GCONCRETE SIDEWALK1.00'4" MIN.56.00' R.O.W.1.00'5.00'7.33'1.5%1.00'5.00'7.33'1.5%29.34' B-B5% 4" MIN.249 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionDrawn ByDesigned ByRev.#LICENSE NO.DATE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTWILLIAM S. ANDERSON, PE 15092 ROCHESTER, MINNESOTA CENTURY VILLAGE TYPICAL SECTIONS BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353 TY.dwg 12/13/2023 3:02 PM Plot: snordine 12/13/2023 12:01 PMSave: 3 VARIESVARIES1.00'4" MIN.1.00'4" MIN.1.00'4" MIN.VARIESVARIES⅊⅊GRADING FOR FUTURE SDWKGRADING FOR FUTURE SDWK40.00' R.O.W.40.00' R.O.W.BITUMINOUS PATHBITUMINOUS PATH2%2%B624 C&GVARIES5%1.00'5.00'4.00'VARIES5%1.5%GEOTEXTILE FABRIC, TYPE V12" SELECT GRANULAR BORROW (MNDOT 3149)10" AGGREGATE BASE CLASS 5 (MNDOT 3138)MNDOT SPEC 2360 - SPWEB340C3" PLANT-MIXED BITUMINOUS BASE COURSEMNDOT SPEC 2360 - SPWEA340C3" PLANT-MIXED BITUMINOUS WEARING COURSE 2%2%10.33'5%10.00'1.5%6.00'5%⅊B624 C&G13.67'(TAPER FROM 38.33' B-B TO 27.34' B-B)7+94 - 10+18SILVER CREEK ROAD NE℄10.33'5%10.00'1.5%6.00'5%⅊B624 C&GB624 C&G13.67'VARIES5%1.00'5.00'4.00'24.67'5%1.5%GEOTEXTILE FABRIC, TYPE V12" SELECT GRANULAR BORROW (MNDOT 3149)10" AGGREGATE BASE CLASS 5 (MNDOT 3138)MNDOT SPEC 2360 - SPWEB340C3" PLANT-MIXED BITUMINOUS BASE COURSEMNDOT SPEC 2360 - SPWEA340C3" PLANT-MIXED BITUMINOUS WEARING COURSE(TAPER TO 27.34' B-B STARTS AT CURVE)6+00 - 7+94SILVER CREEK ROAD NE℄1.00' ℄250 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#LICENSE NO.DATE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE TYPICAL SECTIONS BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353 TY.dwg 12/13/2023 3:02 PM Plot: snordine 12/13/2023 12:01 PMSave: 4 VARIESVARIES 12" SELECT GRANULAR BORROW (MNDOT 3149)12" AGGREGATE BASE CLASS 5 (MNDOT 3138)VARIESVARIESVARIES12.00'VARIES4.00'4.00'2.00'12.00'⅊50%VARIESBOTT OMDITCHFLAT25%5%⅊11+50 - 14+97SILVER CREEK ROAD NE℄GEOTEXTILE FABRIC, TYPE V12" SELECT GRANULAR BORROW (MNDOT 3149)10" AGGREGATE BASE CLASS 5 (MNDOT 3138)MNDOT SPEC 2360 - SPWEB340C3" PLANT-MIXED BITUMINOUS BASE COURSEMNDOT SPEC 2360 - SPWEA340C3" PLANT-MIXED BITUMINOUS WEARING COURSE⅊VARIESGRADING FOR FUTURE SDWKVARIES5%1.00'5.00'4.00'5%1.5%B624 C&G13.67'1.00'4" MIN.GRADING FOR FUTURE PATH2%10.33'10.00'1.5%6.00'B624 C&G27.34' B-B13.67'1.00'4" MIN.40.00' R.O.W.⅊10+83 - 11+50SILVER CREEK ROAD NE 00 251 15 Said tract contains 17.80 acres, more or less.line, 303.04 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 38 minutes 11 seconds East, along said south line 301.57 feet to the point of beginning.feet; thence South 89 degrees 38 minutes 07 seconds East, along said easterly right of way line, 179.32 feet; thence South 73 degrees 50 minutes 05 seconds East, along said easterly right of waySouth 18 degrees 56 minutes 17 seconds East, along said easterly right of way line, 136.44 feet; thence South 21 degrees 53 minutes 22 seconds East, along said easterly right of way line, 663.0989 degrees 38 minutes 11 seconds, along said line, 254.40 feet to the easterly right of way line of C.S.A.H. No. 22, according to OLMSTED COUNTY HIGHWAY RIGHT OF WAY PLAT No. 47; thencethe Northeast Quarter, said line also being the south line of CENTURY POINT SUBDIVISION, according to the plat thereof, on file and of record in the Office of the said County Recorder; thence NorthNortheast Quarter of the Northeast Quarter; thence North 00 degrees 01 minute 51 seconds East, along said west line, 117.63 feet to the north line of said South 825 feet of the Northwest Quarter of28, 2018, recorded November 06, 2018 as Document Number A-1461243; thence North 89 degrees 58 minutes 09 seconds West, along said southerly line 400.00 feet to the west line of saidalong said easterly line, 160.88 feet to the southerly line of that certain parcel described by metes and bounds, depicted on Certificate of Survey incorporated within a Warranty Deed, dated October83.98 feet to its intersection with the east line of the west 400.00 feet of the Northeast Quarter of the Northeast Quarter of said Section 31; thence South 00 degrees 01 minutes 51 seconds West,feet to the southwest corner of Block 1 in said CENTURY HILLS NINTH SUBDIVISION; thence North 18 degrees 26 minutes 39 seconds West, along the westerly line of said Block 1, a distance ofCENTURY HILLS TENTH SUBDIVISION and CENTURY HILLS NINTH SUBDIVISION, according to the respective plats thereof, on file and of record in the Office of the said County Recorder, 529.96Recorder; thence North 55 degrees 07 minutes 39 seconds West, along said southwesterly line, 228.94 feet; thence North 87 degrees 46 minutes 34 seconds West, along the southerly lines ofalong said westerly line, 550.87 feet to the southwesterly line of Block 2, CENTURY HILLS TENTH SUBDIVISION, according to the plat thereof, on file and of record in the Office of the said CountyMinnesota, and point of beginning; thence North 07 degrees 56 minutes 26 seconds East, along the westerly line of said Outlot B, 187.81 feet; thence North 34 degrees 07 minutes 13 seconds East,Northeast Quarter 506.78 feet to the southwest corner of Outlot B, CENTURY VALLEY, according to the plat thereof, on file and of record in the Office of the County Recorder, Olmsted County,1305.94 feet to the southeast corner of said Northeast Quarter of the Northeast Quarter; thence North 89 degrees 38 minutes 11 second West along the south line of said Northeast Quarter of theCommencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing of South 00 degrees 01 minute 19 seconds West, along the east line of said Northeast Quarterand that part of the Northeast Quarter of the Northeast Quarter of said Section 31, described as follows:The South 825 feet of the Northwest Quarter of the Northeast Quarter of Section 31, Township 107 North, Range 13 West, Olmsted County, Minnesota, lying east of County State Aid Highway No. 22,CENTURY VILLAGE PROPERTY DESCRIPTIONBELLT 153353 MINNESOTAROCHESTER,153353LICENSE NO.DATE of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#FILE NO.SUITABLE BEARING SOIL (TYP.)ENGINEERED FILLENGINEERED FILLENGINEERED FILLSUITABLE BEARING SOIL (TYP.)FINISHED GRADE AFTER HOUSE 1.00'50.00'25.00'3.00'25.00'25.00'8.7' OR 10.0'1.0' TO SUBGRADE0.5' TOPSOIL0.5' TOPSOIL3.0' TO SUBGRADE FROM GAR. EL. ON GRADING PLANSEE PLAN 3:1 MAX1:11:11:1R/W ROADWAY℄TYPICAL GRADING SECTION - FILL AREAS R Know what's 2'4'8' TYP.8' TYP.DRAINAGE EASEMENTDRAINAGE EASEMENTNOT TO SCALE TYPICAL DRAINAGE SWALE P/LNOT TO SCALE50' MIN.AS REQUIREDENTRANCE WIDTHMN/DOT SPEC. 3733 TYPE VGEOTEXTILE MATERIAL PER1" TO 3" WASHED ROCK6" MINIMUM DEPTH OFREQUIREDRADIUS AS TEMPORARY ROCK CONSTRUCTION ENTRANCE RUNOFF FLOWDIRECTION OFMIN6"MIN6"NATURAL SOILBACKFILL WITH TAMPEDFABRIC ANCHORAGE TRENCHGEOTEXTILE FABRIC, 36" WIDTHAT 6 FT. MAX. SPACINGPOST LENGTH, 5 FT. MIN.LOCATED IN TOP 8"(50 LB. TENSILE)PLASTIC ZIP TIESGARAGE FLOOR ELEVATION10' FROM FOUNDATIONOUTSIDE GROUND ELEVATIONLOWER LEVEL ELEVATIONTOP OF FOUNDATION ELEVATIONBANDERSON@SEHINC.COMEMAIL:507.316.6614PHONE: ROCHESTER, MN 55904717 3RD AVE SEADDRESS:BILL ANDERSONCONTACT:SHORT ELLIOT HENDRICKSON INC.PROJECT MANAGER UNLESS OTHERWISE NOTED.ALL WATERMAIN, STORM SEWER AND SANITARY SEWER IS PUBLIC1.SITE UTILITIES AND TEMPORARY COVER AFTER 7 DAYS.TEMPORARY STOCKPILES INCLUDE ADDITIONAL SEDIMENT CONTROLPLANS AND SPECIFICATIONS.LONG AS THE CONSTRUCTION IS DONE IN ACCORDANCE WITH THETHIS PLAN WILL PREVENT LANDSLIDING AND SURFACE EROSION ASWITH THIS PLAN. THE DESIGN OF THESE SLOPES AS DETAILED ONCONTROL BLANKETS, AND CONSTRUCTED IN STRICT COMPLIANCESODDED AND STAKED OR SEEDED AND PROTECTED WITH EROSIONALL SLOPES WITHIN GRADING LIMITS STEEPER THAN 4:1 SHALL BE 9.WATER OR PROPERTY EDGE.COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BEEDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACEAROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTYANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATERPERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROMSTABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERIOD EXCEEDING 14 CALENDAR DAYS. THE CONTRACTOR MUSTCEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR ACONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILYIMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY(INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATEDTHE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS 8.COVER WILL NOT BE COMPLETE BY NOVEMBER 15TH.SPRING EROSION & SEDIMENTATION IF TEMPORARY OR PERMANENTCONTRACTOR TO PROVIDE ADEQUATE MEASURES TO CONTROL 7.SHOWN ON THE PLAN AND PER THE DETAILTEMPORARY ROCK CONSTRUCTION ENTRANCE AT THE LOCATION ASTHE CONSTRUCTION SITE. OR THE CONTRACTOR SHALL INSTALL AREGULARLY PERFORM STREET SWEEPING TO MINIMIZE SILT LEAVINGPRIOR TO LEAVING THE CONSTRUCTION SITE. CONTRACTOR SHALLFROM THIS JOB SITE. TRUCKS SHALL BE STOPPED AND TIRES SWEPTCONSTRUCTION TRAFFIC ACCESS POINT TO MINIMIZE TRACKINGCONSTRUCTION TRAFFIC SHALL BE LIMITED TO A SINGLE 6.BE PROVIDED ON SITE PER MPCA.CONCRETE TRUCK WASHOUT MANAGEMENT (CONTAINMENT) BMP TO5.TYPE 1 MULCH - DISK ANCHORED.SEEDING USE MNDOT SEED MIX 25-141 AT 60 LBS/AC AND 2 TONS/AC OFCOMPLETION OF CONSTRUCTION (SEE NOTE 3). FOR TEMPORARYPER MNDOT SPEC. 2575 WITHIN A PERIOD OF 7 DAYS FOLLOWING THEALL DISTURBED AREAS TO BE COVERED w/4" OF TOPSOIL AND SEEDED 4.CONTROL EROSION AND SEDIMENTAND ADDITIONAL MEASURES MUST BE INSTALLED AS NEEDED TOEROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE MINIMUM3.DISTURBANCE ACTIVITIES.EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO ANY SOILMUST BE INSTALLED BEFORE CONSTRUCTION STARTS. INSTALL ALLSILT FENCE AND TEMPORARY ROCK CONSTRUCTION ENTRANCE2.ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.ALL EROSION AND POLLUTION CONTROL MEASURES SHALL BE IN1.EROSION CONTROL OBTAINED FOR THIS CONSTRUCTION ACTIVITYAN MPCA CONSTRUCTION STORMWATER GENERAL PERMIT MUST BE2.-standards\]\[https://www.rochestermn.gov/departments/public-works/specificationsCONNECTION PERMITS FROM THE CITY PUBLIC WORKS.DETAILS AND SPECIFICATIONS. CONTRACTOR TO OBTAIN ALL UTILITYALL CONSTRUCTION TO BE PER CITY OF ROCHESTER STANDARD 1.GENERAL CONSTRUCTION NOTES AC12.17 TOTAL DEVELOPABLE AREA:AC5.63 SLOPES > 18%AC0.00 FACILITIES:PRIVATE STORMWATER AC0.00 REMAIN:WETLANDS & FLOODWAYS TO DEVELOPABLE AREA AC TOTAL PERV AREA:AC TOTAL IMP AREA:AC LOT PROPOSED PERV:AC R.O.W. PROPOSED PERV:AC LOT PROPOSED IMP:AC R.O.W. PROPOSED IMP:AC17.62 EXISTING PERV:AC0.18 EXISTING IMP:AC DISTURBED AREA:AC17.80 PLATTED AREA:PROJECT AREAS CY######NET(FILL):CYFILL:CYCUT:PROJECT CUT/FILL BOB@RFLEMINGCONSTRUCTION.COMEMAIL:507.269.6078PHONE:559011907 2ND ST NW, ROCHESTER, MNADDRESS:BOB FLEMINGCONTACT:BELLA TERRA LLCOWNER(S):OWNER S 29 - T 107 - R 013LOCATION:HAVERHILL TOWNSHIPTOWNSHIP:PROPERTY 1176 1176PROPOSED CONTOUREXISTING CONTOURGRADING LIMITSLF(SEE ROCHESTER SDP 7-01)SILT FENCEEA(SEE ROCHESTER SDP 7-05)STORM DRAIN INLET PROTECTIONSYCATEGORY 45 PER ROCHESTER SDP 7-07ROLLED EROSION PREVENTION PRODUCTOF THE LOWER LEVEL ELEVATIONPROVIDE ENGINEERED FILL TO WITHIN 1'EA1ENTRANCE (SEE ROCHESTER SDP 7-06)TEMPORARY ROCK CONSTRUCTION UNITDESCRIPTION LEGEND CENTURY VILLAGE GRADING PLANPRELIMINARY LICENSE NO.DATEWILLIAM S. ANDERSON, PE12/13/202315092.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTBELLT 153353 5 20408040scalefeet0x:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\ca d\\dwg\\sheet\\BE153353GP.dwg 12/13/2023 3:03 PM Plot: snordine 12/13/2023 1:34 PMSave: 37.1%31.8%38.0%49.5%33.1%33.3%33.7%32.6%38.7%42.0%37.2%20.0%25.1%32.1%13.00'10781076107410721068108010701048105 0104610441054105210481046104410421050103611341128112411221118111611141112110811061104110210981096109410921088108610841082107810761074107210541048104611201110110010901080105011581156115411521146114411 4211381136113211281126112611221116111411121108110611501140113011101166116411621138113611341132112811261124112211181116111411121108110611041102113011201110110011281126112211181116111411121108110611041 1021098109610941092108810861084108210781076107410721068106610641062105810561054105211201110110010901080107010601126112411221118111611141112110811061104110210981096109410921088108610841082107810761074 1072106810661064106210581056112011101100109010801070106010501058103610601092108810861084108210901080104610441042105410381038103610361034103410321032104010401038103610341032104010481104110210981096109 4109211001100109610941092108810861084109010761038103610401044104210381038103810361036104010401040106210581056106010621058105610541052106010821078107610741072106810661064106210581056105410521048108010 70106010501068106410621058105610541052106010461044104615+5015+0014+0013+0012+0011+0010+009+008+007+006+005+004+003+0000G 81.8010' BASEMENTLL 72.10TF 82.10 21 G 51.3010' BASEMENTLL 51.30TF 61.30 33 G 51.3010' BASEMENTLL 51.30TF 61.30 32 3 STEPSG 51.20LL 44.30TF 53.00 R31 4 STEPSG 49.30LL 42.90TF 51.60 R30 3 STEPSG 48.00LL 41.10TF 49.80 R29 3 STEPSG 46.40LL 39.50TF 48.20 R28 2 STEPSG 46.70LL 39.30TF 48.00 R27 G 57.2010' BASEMENTLL 47.50TF 57.50 26 G 52.8010' BASEMENTLL 53.10TF 63.10 25 G 68.2010' BASEMENTLL 58.50TF 68.50 24 G 72.2010' BASEMENTLL 62.50TF 72.50 23 G 74.9010' BASEMENTLL 65.20TF 75.20 22 G 77.6010' BASEMENTLL 67.90TF 77.90 21 G 83.1010' BASEMENTLL 83.10TF 93.10 19 G 83.7010' BASEMENTLL 83.70TF 93.70 18 G 83.7010' BASEMENTLL 83.70TF 93.70 17 G 82.7010' BASEMENTLL 82.70TF 92.70 16 3 STEPSG 75.002 STEPSG 74.208.7' BASEMENT10' BASEMENTLL 66.80TF 75.50TF 76.80 SP15 2 STEPSG 72.502 STEPSG 71.203 STEPSG 54.308.7' BASEMENT10' BASEMENTLL 47.40TF 56.10TF 57.40 SP10 8.7' BASEMENT10' BASEMENTLL 63.80TF 72.50TF 73.80 SP14 4 STEPSG 66.908.7' BASEMENT10' BASEMENTLL 60.50TF 69.20TF 70.50 SP13 4 STEPSG 62.808.7' BASEMENT10' BASEMENTLL 56.40TF 65.10TF 66.40 SP12 4 STEPSG 58.203 STEPSG 68.703 STEPSG 64.603 STEPSG 60.008.7' BASEMENT10' BASEMENTLL 51.80TF 60.50TF 61.80 SP11 3 STEPSG 55.603 STEPSG 51.80LL 44.90TF 53.60 R9 G 49.90D/W 44.50LL 41.50TF 50.20 8 G 48.20G 47.00D/W 42.80LL 39.30TF 48.50 7 D/W 41.60LL 38.60TF 47.30 6 D/W 41.60LL 38.60TF 47.30 5 G 47.00D/W 41.701 STEPG 46.60LL 38.70LL 38.20LL 40.702 STEPSG 48.10LL 42.80TF 51.50 R1 2 STEPSG 50.20TF 49.40 R2 TF 46.90 R3 G 46.60TF 47.40 4 EAST CIRCLE DRIVE NESILVER CREEK RD 1042 IIIIIIIIIIIIIIIIIIII>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6059585756555453525150494847464544434241403938373635343 332313029282726252423222120191817161514131211109876543213231302928272625242322212019181716151413121110987654321PHASE 1PHASE 240393837363534333231302928272625242322212019181716151413121110987654321 SEX 36" HDPESB-09SB-08SB-03SB-02SB-01 EX 8" W/M EDGE SOILSEX. DECORAH XSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>78+40.9178+0077+0076+0075+0074+0073+0072+0071+0070+0069+0068+0067+0066+0065+0064+0063+0062 +0061+0060+0059+ 1025 252 BEGIN CONSTRUCTIONSUBGRADEEXISTING PROFILEPROPOSED PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE SILVER CREEK ROAD NEPLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 WSADDHSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawing s\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - SILVER CREEK ROAD.dwg 12/13/2023 3:03 PM Plot: snordine 12/13/2023 2:55 PMSave: 6 10204020scalefeet0SALVAGE EX SIGNSALVAGE EX SIGNTAPER BIT & GRAVEL SHOULDER PER CITY STD PLT 3-03PROTECT EX UTILITY POLE1039.31+051046.85+001046.14+751045.43+501044.72+251044.01+001043.29+751042.58+501041.87+251041.16+001040.55+751040.16+501039.97+2513.67 L7+94.16BEGIN RAD.24.45 R8+05.16BEGIN RAD.13.67'24.67'24.67 R7+94.16BEGIN TAPEREX R.O.W.PROPOSED PONDPROPOSED POND(BY OTHERS)OWNERS FOR RELOCATIONCOORDINATE WITH UTILITY(BY OTHERS)OWNERS FOR RELOCATIONCOORDINATE WITH UTILITYREMOVE 18" CMP CULVERT 10' GRAVEL POND ACCESS INV. 1036.00 (SE)5 CY 18" DEPTH RIPRAP0.3 CY GRANULAR FILTER21 SY GEOTEXTILE FILTER15" RC APRON7+02.96 - 68.01' LAP-4INV. 1036.00 (SE)12" RC APRON7+16.72 - 68.00' LAP-5SAWCUT BIT PAVEMENT FULL DEPTHSAWCUT BIT PAVEMENT FULL DEPTH EX 31"x51" RCP-ARCHEX 31"x51" RCP-ARCH EX BITEX GRAVELEX CONCSTATION=5+57.28BEGIN CONSTRUCTIONINV. 1035.03 (S)DEPTH=3.25'GRATE=1038.28T/C=1038.98CB TYPE 16+14.94 - 12.67' LCB-1INV. 1034.81 (N)INV. 1034.71 (S)DEPTH=3.35'GRATE=1038.06T/C=1038.76CB TYPE 16+14.94 - 23.67' RCB-2INV. 1034.38 (N)4 CY 18" DEPTH RIPRAP0.3 CY GRANULAR FILTER20 SY GEOTEXTILE FILTER12" RC APRON6+09.86 - 88.86' RAP-915" RCP31"x51" RCP-ARCH31"x51" RCP-ARCH36 LF 12" RCP @ 0.61%65 LF 12" RCP @ 0.50%CB-1CB-2AP-9R263.67'R236.33'CONSTRUCT PER CITY STD PLT 3-0313'11'13'38.34' B-B10' BIT TRAIL(TO BE REMOVED)EX GRAVEL ROADWAY 9+008+007+006+005+004+003+00SN-1SN- 28" SDR-35 PVC8" SDR-35 PVC SILVER CREEK RD NEEAST CIRCLE DR NE AP-3AP-2AP-1EX SN-2EX SN-212" RCP36 LF 12" RCP @ 0.50%CB-3INV. 1036.47 (NW)INV. 1036.57 (S)DEPTH=3.75'GRATE=1040.22T/C=1040.92CB TYPE 17+25.42 - 12.67' LCB-3CB-4INV. 1036.75 (N)DEPTH=3.25'GRATE=1040.00T/C=1040.70CB TYPE 17+25.42 - 23.67' RCB-4INV. 1036.00 (NW)12" RC APRON7+71.76 - 67.66' RAP-860 LF 15" RCP @ 0.79%146 LF 12" RCP @ 0.00%ST-12AP-6AP-4AP-8AP-524" RCP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SB-01101 S>>>>>>>>>>>259 LF 8" SDR-35 PVC @ 2.35%INV 1031.34 (N)INV 1031.24 (W)INV 1025.04 (N)INV 1025.14 (E)INV 1025.04 (S)SN-1SN-21040.441039.741039.051038.351037.66INV 1036.58 (SE)INV 1036.48 (W)INV 1036.58 (N)ST-12INV 1036.75 (N)INV 1034.81 (N)INV 1034.71 (S)266 LF 15" RCP @ 2.64%CB-4CB-21045.761045.021044.291043.551042.821042.111041.401040.691039.971039.371038.971038.781045.891045.181044.461043.751043.041042.331041.621040.911040.191039.591039.191039.00℄℄EX TBC LTTBC RTST INV 12" RCP LP EL=1038.82LP STA=6+14.94EL=1040.03PVT STA=7+00.00EL=1038.86PVC STA=6+00.00K=29.88PVI EL=1038.61PVI STA=6+50.00EL=1039.07PVI STA=5+57.132.85%9+008+007+006+005+004+003+00 1045.731045.021044.301043.591042.881042.171041.461040.751040.031039.431039.031038.841038.861038.99 1039.91039.71039.51039.51039.51039.01038.31038.31038.91039.11039.11039.11038.81038.61039.21039.01039 .11039.41038.71038.21038.01038.01037.51037.4 106010551050104510401035103010251060105510501045104010351030 1035 253 END CONSTRUCTIONSUBGRADEEXISTING PROFILEPROPOSED PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE SILVER CREEK ROAD NEPLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 WSADDHSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawing s\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - SILVER CREEK ROAD.dwg 12/13/2023 3:03 PM Plot: snordine 12/13/2023 2:55 PMSave: 7 10204020scalefeet01054.64+331055.28+251055.87+001057.34+751057.56+501074.4 8+991065.10+961062.58+501062.08+251056.58+251063.11+001054.23+001051.50+751064.53+751061.90+501051.38+501050.28+251049.03+001046.12+751046.62+501046.97+38???+251055.81+001053.10+751053.17+501052.13+2 51051.34+001050.14+811049.61+211049.28+001048.75+751048.17+501047.54+251046.85+00(BY OTHERS)OWNERS FOR RELOCATIONCOORDINATE WITH UTILITYCONST EASEMENTPROPOSED TEMPFUTURE PED RAMPDROP CURB FOR13.67 L10+03.49END RAD.13.67 R10+18.29END TAPEREND RAD.13'13'SN-3OWNERS FOR RELOCATIONCOORDINATE WITH UTILITY5' SDWKFUTURESTATION=14+97.20END CONSTRUCTIONINV. 1047.46 (NW)11+67.00 - 4.67' RSTUB S-115" RCP10+51.7860+59.4610' BIT TRAILCONST EASEMENTPROPOSED 20' TEMPCONST EASEMENTPROPOSED 20' TEMPEX 66' R.O.W.PROPOSED 80' R.O.W.8'' 90° BEND10+46.55 - 7.50' LW-3(TO BE REMOVED)EX GRAVEL ROADWAY24' GRAVEL ROADWAYFUTURE 10' BIT TRAILR15'R15'27.34' B-B13'13'R236.33'15+0014+0013+0012+0011+0010+009+00 SILVER CREEK RD NE STUB S-1INSTALL & CORP WITH PIGTAIL IN PLUG8'' PLUG TO BE MECHANICALLY RESTRAINED11+69.00 - 7.50' LW-1INLET-1W-1INV. 1047.25 (SW)DEPTH=5.05'RIM=1052.31INLET DESIGN G11+59.00 - 20.00' LINLET-1INV. 1047.01 (SE)INV. 1047.01 (NE)INV. 1046.91 (NW)DEPTH=5.49'RIM=1052.40MH TYPE 4 (48")11+59.00 - 4.67' RST-3INV. 1045.19 (NE)INV. 1045.19 (SW)INV. 1045.09 (NW)INV. 1045.19 (SE)DEPTH=4.71'RIM=1049.80MH TYPE 4 (48")10+86.64 - 4.67' RST-2INV. 1043.72 (NE)INV. 1043.62 (NW)INV. 1043.72 (SE)DEPTH=4.72'RIM=1048.34MH TYPE 4 (48")10+14.14 - 4.67' RST-18 '' GV & BOX11+49.00 - 7.50' LW-227 LF 15" RCP @ 0.50%35 LF 15" RCP @ 0.89%INV. 1045.36 (NE)DEPTH=3.99'GRATE=1049.35T/C=1050.05CB TYPE 110+86.64 - 12.67' RCB-9INV. 1045.36 (SW)DEPTH=3.99'GRATE=1049.35T/C=1050.05CB TYPE 110+86.64 - 12.67' LCB-8INV. 1044.30 (W)INV. 1044.40 (SE)DEPTH=4.22'GRATE=1048.52T/C=1049.22CB TYPE 110+37.69 - 38.20' LCB-6INV. 1044.54 (NW)DEPTH=4.00'GRATE=1048.54T/C=1049.24CB TYPE 110+65.03 - 38.50' LCB-7INV. 1043.89 (SW)INV. 1043.99 (E)DEPTH=4.00'GRATE=1047.89T/C=1048.59CB TYPE 110+14.14 - 12.67' LCB-515" RCP8 LF 15" RCP @ 2.12%17 LF 15" RCP @ 1.00%15" RCP17 LF 15" RCP @ 1.00%W-2ST-3CB-8CB-9ST -2W-4CB-7W-3CB-6CB-5ST-1 CENTURY VILLAGE PLACE 8" DIP IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>61+0060+00SB-08108SB-03103SB-02102 XX 1046.701046.101045.501044.871044.401043.931043.2 31042.531041.831041.14INV 1047.01 (SE)INV 1047.01 (NE)INV 1046.91 (NW)+69 1043.2+46 1041.2+49 1043.2ST-3INV 1045.19 (NE)INV 1045.19 (SW)INV 1045.09 (NW)INV 1045.19 (SE)ST-2INV 1043.72 (NE)INV 1043.62 (NW)INV 1043.72 (SE)1043.21042.71042.21041.81041.38 LF 15" RCP @ 5.67%1052.201051.171050.371049.811049.311048.811048.301047.741047.131046.471052.201051.171050.371049.811049.311048.81 1048.311047.781047.201046.57 START GRAVELEND BIT PAVEMENTSTA. 11+50.00TBC LTTBC RTST INVWM INV℄℄EX ST-172 LF 15" RCP @ 2.38%72 LF 15" RCP @ 1.89%266 LF 15" RCP @ 2.64%EL=1052.93PVT STA=11+68.00EL=104 9.79PVC STA=10+82.00K=26.03L=86'PVI EL=1050.65PVI STA=11+25.00HP EL=1061.10HP STA=14+15.78EL=1060.84PVT STA=14+50.00EL=1060.16PVC STA=13+50.00K=22.88PVI EL=1061.59PVI STA=14+00.00EL=1058.72PVT STA=13+00.00EL=1054.63PVC STA=12+00.00K=41.17PVI EL=1057.28PVI STA=12+50.00EL=1048.15PVT STA=10+00.00EL=1045.73PVC STA=9+00.00K=118.12PVI EL=1047.15PVI STA=9+50.00EL=1060.14PVI STA=14+97.202.88%5.30 %2.00%15+0014+0013+0012+0011+0010+009+001060.471060.841061.081061.051060.741060.161059.441058.721057.921056.981055.881054.631053.301052.041051.011050.211049.651049.151048.651048.151047.621047.041046. 41 1060.11060.81061.41061.81062.01062.01062.01062.01061.31060.61059.61058.61057.51056.51055.01053.41051.81047.71044.01042.71042.81042.01041.21040.5 107010651060105510501045104010351070106510601055105 010451040 1030 254 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#SUBGRADE 1 WATERMAIN JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILESILVER CREEK RD CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-fi nal-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:04 PM Plot: snordine 12/13/2023 2:56 PMSave: 8 10204020scalefeet012" RCP8 '' 45° BEND62+69.26 - 4.71' LW-8W-256" DIPCB-10 1'1'1047.89+001047.89+001048.44+751048.44+751048.99+501048.99+501049.46+251049.46+25+00+001049.88+751049.88+751049.84+501049.84+501049.72+251049.72+251049.55 +001049.74+0063+62+0061+0060+0059+0015" RCP15" RCP8"x6" TEE62+37.09 - 10.27' LW-7W-78 '' 11.25° BEND62+03.84 - 5.79' LW-5AW-5A15" RCP15" RCP15" RCP10' U.E.0.0010+51.780.0060+59.4611+0010+00 11'W-58" DIPW-26INV. 1039.22 (N)DEPTH=10.00'RIM=1049.22MH TYPE 3 (48")61+44.98 - 6.38' RSN-3 U.E.20' W/M SILVER CREEK RDCENTURY VILLAGE PLACE 56' R.O.W.29.34' B-B10' U.E.W-2W-36" HYDRANT6" GV & BOX10 LF 6" DIP WM8"x6" TEE62+25.13 - 9.86' LW-68 '' 22.5° BEND62+00.69 - 5.41' LW-58 '' 11.25° BEND61+43.64 - 4.31' LW-4W-8W-6W-4ST-2CB-8CB-9ST-1CB-7CB-5CB-6INV. 1037.95 (NW)INV. 1038.05 (S)DEPTH=10.00'RIM=1047.95MH TYPE 3 (48")62+69.79 - 6.83' RSN-5INV. 1038.88 (N)INV. 1038.98 (S)DEPTH=10.27'RIM=1049.15MH TYPE 3 (48")62+02.03 - 6.04' RSN-48" SDR-35 PVC8" SDR-35 PVCSN-5SN-4SN-3 IIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SB-08108INV 1044.54 (NW)INV 1043.22 (NW)INV 1043.32 (NE)ST-4CB-715" RCP1043.32+67 1041.3INV 1037.95 (NW)INV 1038.05 (S)INV 1038.88 (N)INV 1038.98 (S)INV 1039.22 (N)1037.311037.841038.291038.601038.981039.091039.20COVER MIN.MAINTAIN 7'TBC LTTBC RTST INVSAN INVWM INV 1040.21040.61041.11041.5 1041.51041.51041.31039.61041.51041.4 EL=1048.53PVT STA=62+50.00EL=1049.38PVC STA=61+50.00K=37.05PVI EL=1049.63PVI STA=62+00.00EL=1048.98PVI STA=60+70.09EL=1049.19PVI STA=60+59.460.50%60 LF 8" SDR-35 PVC @ 0.40%71 LF 8" SDR-35 PVC @ 1.17%SN-5SN-4SN-3℄℄EX 63+0062+0061+0060+0059+001047.431047.981048.531048.991049.291049.421049.381049.251049.131049.00 1047.11048.41049.21049.91049.81049 .21048.11047.21046.21045.01046.81049.61046.11039.01037.71036.9 106510601055105010451040103510301065106010551050104510401035 1025 255 SUBGRADE 1 WATERMAIN JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51- drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:04 PM Plot: snordine 12/13/2023 2:56 PMSave: 9 10204020scalefeet012" RCPW-10W-8 11'18" RCPW-5W-5AW-6W-7+75+751 045.77+501045.77+501045.35+251045.35+251044.93+001044.93+001044.51+751044.51+751044.08+501044.08+501043.66+251043.66+251043.32+001043.32+001043.14+751043.14+751043.12+501043.12+501043.27+251043.27+25 1043.58+001043.58+001044.04+751044.04+751044.59+501044.59+501045.14+251045.14+251045.69+001045.69+001046.24+751046.24+751046.79+501046.79+501047.34+251047.34+251047.89+001047.89+001048.44+751048.44+7 51048.99+501048.99+501049.46+251049.46+25+00+001049.88+751049.88+75INV. 1038.45 (SE)DEPTH=4.00'GRATE=1042.45T/C=1043.15CB TYPE 165+66.74 - 13.67' RCB-17INV. 1038.46 (E)DEPTH=4.00'GRATE=1042.46T/C=104 3.16CB TYPE 165+65.10 - 13.67' LCB-15INV. 1038.40 (W)INV. 1037.95 (S)INV. 1038.05 (NE)DEPTH=4.07'GRATE=1042.02T/C=1042.72CB TYPE 165+59.82 - 13.42' LCB-148" DIP8" DIP8" SDR-35 PVC8" SDR-35 PVCSN-5SN-467+0066+0065+0064+0063+0062+00W-138" DIPINV. 1038.42 (NW)INV. 1038.32 (SW)INV. 1038.42 (E)DEPTH=4.07'RIM=1042.39MH TYPE 4 (48")65+59.82 - 13.42' RCB-166 LF 15" RCP @ 2.47%CB-17CB-156 LF 15" RCP @ 1.00%6 LF 15" RCP @ 0.50%INV. 1039.63 (S)DEPTH=4.00'GRATE=1043.63T/C=1044.33CB TYPE 164+59.98 - 13.67' RCB-13INV. 1039.49 (S)INV. 1039.49 (N)INV. 1039.39 (W)INV. 1039.49 (E)DEPTH=4.36'RIM=1043.75MH TYPE 4 (48")64+59.90 - 8.00' RST-5CB-13ST-5 11'11.5'U.E.20' W/M CENTURY VILLAGE PLACECENTURY VILLAGE PLACE.20' U.E8 '' 11.25° BEND66+37.85 - 8.85' LW-128 '' 45° BEND65+79.92 - 14.77' LW-116" HYDRANT6" GV & BOX12 LF 6" DIP WM8"x6" TEE64+95.69 - 8.08' LW-108 '' 22.5° BEND63+99.39 - 4.02' LW-9W-14W-12W-11W-10W-9CB-14CB-19CB-16CB-11ST-4CB- 1024" RCP15" RCP22 LF 15" RCP @ 0.50%9 LF 15" RCP @ 0.50%INV. 1043.22 (NW)INV. 1043.32 (NE)DEPTH=4.17'RIM=1047.39MH TYPE 4 (48")62+96.92 - 4.58' RST-4INV. 1040.96 (W)INV. 1041.06 (SE)DEPTH=4.00'GRATE =1044.96T/C=1045.29CB TYPE 163+98.87 - 13.26' RCB-11INV. 1043.36 (SW)INV. 1043.46 (NE)DEPTH=4.00'GRATE=1047.36T/C=1048.06CB TYPE 162+96.59 - 13.46' RCB-10INV. 1039.60 (N)DEPTH=4.00'GRATE=1043.60T/C=1 044.30CB TYPE 164+59.58 - 13.67' LCB-12CB-12INV. 1033.40 (SE)INV. 1033.50 (N)DEPTH=10.00'RIM=1043.40MH TYPE 3 (48")66+38.90 - 1.83' RSN-9INV. 1032.64 (E)INV. 1032.74 (NW)DEPTH=10.00'RIM=1042.64MH TYPE 3 (48")65+80.20 - 3.17' LSN-8INV. 1032.24 (W)INV. 1032.14 (S)INV. 1032.24 (E)DEPTH=11.30'RIM=1043.44MH TYPE 3 (48")64+79.73 - 1.83' RSN-7INV. 1035.11 (W)INV. 1035.21 (SE)DEPTH=10.00'RIM=1045.11 MH TYPE 3 (48")63+99.06 - 6.83' RSN-68" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVCSN-10SN-9SN-8SN-7SN-6 IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV 1039.49 (S)INV 1039.49 (N)INV 1039.39 (W)INV 1039.49 (E)INV 1038.45 (SE)INV 1038.42 (NW)INV 1038.32 (SW)INV 1038.42 (E)INV 1040.96 (W)INV 1041.06 (SE)INV 1043.22 (NW)INV 1043.32 (NE)CB-17ST-5CB-16CB-11ST-41038.521038.761039.001039.241039.731040.331040.961041.611042.181042.751043.32 EL=1048.53PVT STA=62+50.00EL=1049.38PVC STA=61+50.00K=37.05PVI EL=1049.63PVI STA=62+00.00 INV 1033.40 (SE)INV 1033.50 (N)INV 1032.64 (E)INV 1032.74 (NW)INV 1035.11 (W)INV 1035.21 (SE)INV 1038.88 (N)INV 1038.98 (S)6 LF 15" RCP @ 0.50%97 LF 18" RCP @ 1.00%1035.271034.871034.471034.071033.681033.241032.961032.621032.521032.421032.321032.411033.311034.211035.121035.721036.251036.781037.311037.841038.291038.601038.981039.09COVER MIN.MAINTAIN 7'105 LF 15" RCP @ 2.06%63 LF 15" RCP @ 2.35%SN-5SN-4INV 1032.24 (W)INV 1032.14 (S)INV 1032.24 (E)TBC LTTBC RT 1037.01036.11035.71035.41035.11035.41035.71036.41036.81037.11038.01038.510 39.11040.21040.61041.11041.51037.41036.61035.21036.11037.41039.61041.5 ST INVSAN INVWM INVEL=1043.20PVT STA=66+25.00EL=1043.58PVC STA=64+75.00K=38.57PVI EL=1041.93PVI STA=65+50.001.69%0.50%60 LF 8" SDR-35 PVC @ 0.40%138 LF 8" SDR-35 PVC @ 1.59%71 LF 8" SDR-35 PVC @ 1.17%132 LF 8" SDR-35 PVC @ 2.08%58 LF 8" SDR-35 PVC @ 1.13%100 LF 8" SDR-35 PVC @ 0.40%82 LF 8" SDR-35 PVC @ 3.52%SN-9SN-8SN-7SN-6INV 1037.95 (NW)INV 1038.05 (S)℄℄EX 67+5067+0066+0065+0064+0063+0062+0061+501045.311044.891044.461044.041043.621043.201042.861042.681042.661042.801043.111043.581044.131044.681 045.231045.781046.331046.881047.431047.981048.531048.991049.291049.42 1046.01045.51044.91044.31043.81043.31042.91042.61042.41042.41042.71043.01043.31043.71044.11044.81045.51046.31047.11048.41049.2104 9.91049.81049.2 106010551050104510401035103010251060105510501045104010351030 1025 256 2 STORM SEWER JOINT DEFLECTION PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#SUBGRADEPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\ \10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 10 10204020scalefeet0W-29 20' UEUE SILVER CREEK RD NE ST-12W-16CB-21CB-202 4" RCP6" DIP8" DIP18" RCP18" RCP24" RCP12" RCP24" RCPW-13W-14W-30W-15CB-18CB-19SN-10SN-8CB-14CB-16CB-17CB-15SN-9W-10W-12W-11+75+751048.27+501048.27+501047.40+251047.40+251046.71+001046.71+001046.20+7 51046.20+751045.77+501045.77+501045.35+251045.35+251044.93+001044.93+001044.51+751044.51+751044.08+501044.08+501043.66+251043.66+251043.32+001043.32+00+75+751043.12+501043.12+501043.27+251043.27+2510 43.58+001043.58+001044.04+751044.596" HYDRANT6" GV & BOX11 LF 6" DIP WM8"x6" TEE67+47.34 - 8.87' LW-138" SDR-35 PVCSN-11ST-68" SDR-35 PVC68+0067+0066+0065+008+008 '' 45° BEND67+77.07 - 14.63' LW-14 CENTURY VILLAGE PLACE.20' U.E8"X6" REDUCER8"x8" TEE8" GV & BOX68+53.55 - 9.67' LW-1524" RCPINV. 1041.00 (W)INV. 1041.10 (N)DEPTH=5.00'RIM=1046.00MH TYPE 4 (48")68+00.16 - 13.47' RCB-18INV. 1040.63 (W)INV. 1040.73 (E)DEPTH=5.21'GRATE=1045.84T/C=1046.17CB TYPE 168+00.16 - 13.42' LCB-19INV. 1035.69 (S)INV. 1035.79 (N)DEPTH=10.00'RIM=1045.69MH TYPE 3 (48")67+76.41 - 3.17' LSN-108" SDR-35 PVC IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SN-7INV 1032.24 (W)INV 1032.14 (S)INV 1032.24 (E)INV 1038.45 (SE)INV 1038.42 (NW)INV 1038.32 (SW)INV 1038.42 (E)CB-17CB-16CB-18INV 1043.38 (N)INV 1043.28 (S)INV 1043.38 (E)ST-6INV 1041.00 (W)INV 1041.10 (N)1045.521044.001042.781041.941038.521038.761039.00+72 1041.0INV 1033.40 (SE)INV 1033.50 (N)INV 1032.64 (E)INV 1032.74 (NW)78 LF 18" RCP @ 6.69%6 LF 15" RCP @ 0.50%97 LF 18" RCP @ 1.00%1040.291038.971037.921037.201036.471035.691035.271034.871034.471034. 071033.681033.241032.961032.621032.521032.421032.32COVER MIN.MAINTAIN 7'SN-10SN-1158 LF 24" RCP @ 3.78%INV 1038.36 (S)INV 1038.46 (E)INV 1035.69 (S)INV 1035.79 (N)TBC LTTBC RT 1042.51041.11040.11039. 41038.71038.01037.41037.01036.61036.11035.71035.41035.21035.11035.41035.71036.1 ST INVSAN INVWM INVEL=1045.73PVC STA=67+75.00K=34.80PVI EL=1047.00PVI STA=68+50.00EL=1043.20PVT STA=66+25.00EL=1043.58P VC STA=64+75.00K=38.57PVI EL=1041.93PVI STA=65+50.001.69%100 LF 8" SDR-35 PVC @ 0.40%89 LF 8" SDR-35 PVC @ 2.90%138 LF 8" SDR-35 PVC @ 1.59%58 LF 8" SDR-35 PVC @ 1.13%SN-9SN-8℄℄EX 69+0068+0067+0066+0 065+001050.091048.861047.811046.941046.241045.731045.311044.891044.461044.041043.621043.201042.861042.681042.661042.801043.11 1050.41049.51048.51047.61047.01046.61046.01045.51044.91044.31043.81043.31 042.91042.61042.41042.41042.7 10651060105510501045104010351030102510651060105510501045104010351030 1030 257 SUBGRADE 2 STORM SEWER JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILEPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 11 10204020scalefeet012" HDPEINV. 1043.38 (N)INV. 1043.28 (S)INV. 1043.38 (E)DEPTH=5.00'RIM=1048.28MH TYPE 4 (60")68+64.82 - 6.33' RST-6INV. 1048.94 (S)DEPTH=4.00'GRATE=1052.94T/C=1053.64CB TYPE 169+52.27 - 13.67' LCB-22SN-156 '' 45° BEND68+65.23 - 15.01' LW-16INV. 1056.15 (W)INV. 1056.25 (SE)DEPTH=10.00'RIM=1066.15MH TYPE 3 (48")71+69.94 - 0.00'SN-1422 LF 12" RCP @ 1.00%CB-22INV. 1063.26 (N)INV. 1063.16 (SW)DEPTH=4.00'GRATE=1067.16T/C=1067.86CB TYPE 171+94.28 - 13.42' LCB-24W-16W-15INV. 1045.22 (NE)INV. 1045.12 (S)DEPTH=3.87'GRATE=1048.99T/C=1049.69CB TYPE 168+81.82 - 13.67' LCB-20INV. 1045.25 (SW)DEPTH=4.00'GRATE=1049.25T/C=1049.95CB TYPE 168+87.10 - 13.67' LCB-2112" RCPCB-216 LF 12" RCP @ 0.50%15" RCP8" SDR-35 PVCW-21SN-14INLET 6ST-106" DIP8" DIP24" RCP+251076.08+001076.04+001074.97+751074.97+751073.94+501073.94+501072.97+251072.97+251072.05+001072.05+001071.15+751071.15+751070.26+501070.26+501069.29+251069.29+251068.16+001068.16+001066. 89+751066.89+751065.46+501065.46+501063.96+251063.96+251062.46+001062.46+001060.96+751060.96+751059.46+501059.46+501057.96+251057.96+251056.46+001056.46+001054.96+751054.96+751053.46+501053.46+501051 .96+251051.96+25+00+001049.32+751049.32+751048.27+501048.27+501047.40+251047.40+2518" RCP8" SDR-35 PVCCB-20SN-11ST-674+0073+0072+0071+0070+0069+0012" HDPE12" HDPE6 '' 11.25° BEND70+56.37 - 8.86' LW-18W-1811'CENTURY VILLAGE PLACE 6'' 11.25° BEND71+70.02 - 10.72' LW-206" HYDRANT6" GV & BOX12 LF 6" DIP WM6"x6" TEE71+19.64 - 7.71' LW-196 '' 22.5° BEND69+42.14 - 8.93' LW-17W-20W-19W-17CB -24ST-9CB-25CB-23ST-8ST-715" RCP15" RCP18" RCP15" RCP18" RCPINV. 1062.52 (S)INV. 1062.52 (NE)INV. 1062.42 (W)INV. 1062.52 (SE)DEPTH=4.19'RIM=1066.61MH TYPE 4 (48")71+81.08 - 6.66' RST-9INV. 1054.22 (N)INV. 1054.12 (W)INV. 1054.22 (E)DEPTH=4.46'RIM=1058.58MH TYPE 4 (48")70+46.00 - 8.88' RST-8INV. 1048.72 (N)INV. 1048.62 (W)INV. 1048.72 (E)DEPTH=4.27'RIM=1052.89MH TYPE 4 (48")69+51.00 - 8.60' RST-7INV. 1062.59 (N)DEPTH=4.00'GRATE=1066.59T/C=1067.29CB TYPE 171+81.85 - 13.67' RCB-25INV. 1054.51 (N)INV. 1054.44 (S)DEPTH=4.00'GRATE=1058.44T/C=1059.14CB TYPE 170+44.67 - 13.42' LCB-23INV. 1049.35 (W)INV. 1049.45 (E)DEPTH=10.00'RIM=1059.35MH TYPE 3 (48")70+56.45 - 1.83' RSN-13INV. 1042.57 (W)INV. 1042.67 (E)DEPTH=10.00'RIM=1052.57MH TYPE 3 (48")69+43.47 - 1.83' RSN-12INV. 1038.36 (S)INV. 1038.46 (E)DEPTH=10.00'RIM=1048.36MH TYPE 3 (48")68+65.19 - 3.17' LSN-118" SDR-35 PVC8" SDR-35 PVCSN-13SN-12 IIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV 1064.15 (NW)INV 1064.25 (E)SN-15INV 1070.51 (N)INV 1070.41 (NW)INV 1070.51 (E)INV 1062.52 (S)INV 1062.52 (NE)INV 1062.42 (W)INV 1062.52 (SE)INV 1054.22 (N)INV 1054.12 (W)INV 1054.22 (E)INV 1048.72 (N)INV 1048.62 (W)INV 1048.72 (E)ST-7INV 1043.38 (N)INV 1043.28 (S)INV 1043.38 (E)ST-10ST-6ST-9ST-81071.46 1070.311069.311068.301067.301066.291065.291064.281063.281062.051060.531059.021057.501055.981054.461052.931051.511050.081048.591047.041045.521044.001042.781041.94 EL=1069.79PVT STA=72+50.00EL=1065.00P VC STA=71+50.00K=41.39PVI EL=1068.00PVI STA=72+00.00 INV 1049.35 (W)INV 1049.45 (E)113 LF 8" SDR-35 PVC @ 5.93%133 LF 18" RCP @ 6.14%89 LF 8" SDR-35 PVC @ 2.90%58 LF 24" RCP @ 3.78%INV 1038.36 (S)INV 1038.46 (E)1065.641064.571063.451062.451061.461060.461059.461058.461057.471056.471054.971053.501052.021050.551048.971047.491046.011044.531043.061041.601040.291038.971037.921037.20COVE R MIN.MAINTAIN 7'COVER MIN.MAINTAIN 7'SN-1494 LF 18" RCP @ 5.75%78 LF 18" RCP @ 6.69%133 LF 18" RCP @ 6.14%197 LF 15" RCP @ 4.00%INV 1056.15 (W)INV 1056.25 (SE)INV 1042.57 (W)INV 1042.67 (E)SN-11 TBC LTTBC RTST INVSAN INVWM INV 1067.91066.81065.81064.71063.71062.71061.71060.61059.61058.61057.21055.71054.31052.81051.31049.81048.31046.81045.31043.91042.51041.11040.11039.4 6.00%3.58%EL=1075.58PVT STA=74+00.00EL=1071.58PVC STA=73+00.00K=122.51PVI EL=1073.38PVI STA=73+50.00EL=1051.50PVT STA=69+25.00K=34.80PVI EL=1047.00PVI STA=68+50.00 197 LF 8" SDR-35 PVC @ 4.00%113 LF 8" SDR-35 PVC @ 5.92%77 LF 8" SDR-35 PVC @ 5.34%SN-13SN-12℄℄EX 74+0073+0072+0071+0070+0069+0068+001074.501073.481072.511071.581070.691069.791068.821067.701066.421065.001063.501062. 001060.501059.001057.501056.001054.501053.001051.501050.091048.861047.811046.94 1064.41062.51061.41060.51060.21059.21058.41057.91057.41056.71056.01055.11054.21053.51052.41051.81051.21050.91050.81050. 41049.51048.51047.6 10901085108010751070106510601055105010901085108010751070106510601055105010701065106010551050104510401035103010701065106010551050104510401035 1060 258 2 STORM SEWER JOINT DEFLECTIONSUBGRADEPROPOSED PROFILEEXISTING PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE CENTURY VILLAGE PLACEPLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\ 51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 12 10204020scalefeet06" HYDRANT6" GV & BOX22 LF 6" DIP WM6 '' 90° BEND74+68.46 - 13.43' LW-246 '' 22.5° BEND73+66.87 - 9.10' LW-21INV. 1071.02 (S)DEPTH=6.31'RIM=1077.33INLET DESIGN G74+03.31 - 64.14' LINLET 66" DIPW-24SN-17INV. 1070.13 (SW)DEPTH=10.00'RIM=1080.13MH TYPE 3 (48")75+03.54 - 0.00'SN-17SN-158" SDR-35 PVC 11'INLET 8INV. 1078.67 (SW)INV. 1078.77 (NE)DEPTH=4.00'RIM=1082.67MH DESIGN G75+93.21 - 6.95' LINLET 812" HDPEW-28INLET 6W-21ST-1015" RCP+001081.05+251081.83+501079.66+751081.72+501080.80+25+00+501079.60+751077.36+251076.08+001078.27+501077.21+251076.04+001074.97+751074.97+751073.94+501073.9 4+501072.97+251072.97+251072.05+001072.05+001071.15+751071.15+751070.26+501069.2976+0075+0074+0073+0012" HDPE15" RCP12" HDPEINV. 1077.89 (NE)INV. 1077.79 (S)DEPTH=4.00'GRATE=1081.79T/C=1082.12CB TYPE 175+42.96 - 0.00'CB-27CB-27U.E.20' W/M CENTURY VILLAGE PLACE 6 '' 22.5° BEND74+45.07 - 10.92' LW-236"x6" TEE74+30.53 - 13.46' LW-22W-23W-22CB-2615" RCP76 LF 15" RCP @ 0.67%INV. 1070.51 (N)INV. 1070.41 (NW)INV. 1070.51 (E)DEPTH=4.00'RIM=1074.41MH TYPE 4 (48")73+77.51 - 9.58' RST-10INV. 1075.77 (SE)INV. 1075.77 (N)INV. 1075.67 (W)DEPTH=4.00'GRATE=1079.67T/C=1080.00CB TYPE 174+99.95 - 39.21' RCB-26INV. 1067.65 (NE)INV. 1067.55 (W)DEPTH=10.00'RIM=1077.55MH TYPE 3 (48")74+44.84 - 0.00'SN-16INV. 1064.15 (NW)INV. 1064.25 (E)DEPTH=10.00'RIM=1074.15MH TYPE 3 (48")73+67.52 - 1.83' RSN-158" SDR-35 PVC8" SDR-35 PVCSN-16SN-15 IIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SN-17INV 1070.13 (SW)INLET 8INV 1078.67 (SW)INV 1078.77 (NE)INLET 9INV 1085.72 (SW)INV 1077.89 (NE)INV 1077.79 (S)CB-27INV 1075.77 (SE)INV 1075.77 (N)INV 1075.67 (W)INV 1070.51 (N)INV 1070.41 (NW)INV 1070.51 (E)ST-10CB-2651 LF 12" RCP @ 1.54%1101.101090.621087.191083.821082.711082.35 58 LF 12" HDPE @ 11.98%59 LF 15" RCP @ 3.43%1082.591079.591078.391078.001076.951075.731074.621073.561072.511071.461070.311069.311068.301067.301066.29I NV 1064.15 (NW)INV 1064.25 (E)1069.981068.921067.871066.701065.641064.571063.451062.451061.461060.46COVER MIN.MAINTAIN 7'SN-16197 LF 15" RCP @ 4.00%141 LF 15" RCP @ 3.66%INV 1067.65 (NE)INV 1067.55 (W)TBC LTTBC RT 1070.11069.01067.91066.81065.81064.71063.71062.7 ST INVSAN INVWM INVEL=1081.81PVI STA=75+41.71EL=1080.13PVI STA=75+03.54EL=1075.58PVT STA=74+00.00EL=1071.58PVC STA=73+00.00K=122.51PVI EL=1073.38PVI STA=73+50.00 77 LF 8" SDR-35 PVC @ 4.29%SN-15 4.40%4.40%3.58%℄℄EX 77+0076+0075+0074+0073+001081.081079.981078.881077.781076.681075.581074.501073.481072.511071.5 81070.69 1110.41104.61100.61094.91088.91086.41082.81080.31077.41074.11071.31068.41066.61064.41062.51061.41060.51060.2 11001095109010851080107510701065106011001095109010851080107510701065 1015 259 PROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILESANITARY SEWER CONNECTION LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawing s\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - UTILITY CONNECTIONS.dwg 12/13/2023 3:06 PM Plot: snordine 12/13/2023 2:54 PMSave: 13 10204020scalefeet0 CB-13ST-5AP-9CB-2CB-1 8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC22"x36" RCP-ARCH24" RCP15" RCP24" RCP12" RCP15" RCP36 LF 12" RCP @ 0.61%CENTURY VILLAGE PLACESILVER CREEK RD NEEAST CIRCLE DR NE CB-4CB-3ST-12AP-6AP-4AP-5AP-1AP-2AP-3OS-1W-8W- 10W-9 8" DIP8" DIP 20' U.E.CB-10SN-6CB-11 EX 12" PVC CB-12CB-11SN-7SN-2SN-1EX SN-2 INV. 1032.24 (W)INV. 1032.14 (S)INV. 1032.24 (E)RIM=1043.44MH TYPE 3 (48")85+49.71 - 0.00'SN-78" SDR-35 PVCINV. 1031.34 (N)INV. 1031.24 (W)RIM=1044.66MH TYPE 3 (48")83+49.59 - 0.00'SN-28" SDR-35 PVCINV. 1025.04 (N)INV. 1025.14 (E)INV. 1025.04 (S)RIM=1038.62MH TYPE 3 (48")80+90.11 - 0.00'SN-130+0085+00 84+0083+0082+0081+0080+00 IIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>65+0064+0063+00SB-01101DCU 18 RCP APRON1037.4310459DCU1 B ARCH 51X30 RCP APRON1034.461589DCU B ARCH 51X30 RCP APRON1034.461588DCU E 18 CMP APRON1038.751169DCU B 18 CMP APRON1037.651168 S>>>>>>>>>>201918171613121110987654321 INV 1032.24 (W)INV 1032.14 (S)INV 1032.24 (E)SN-7 INV 1026.43 (S)INV 1026.50 (N)SN-2 INV 1025.04 (N)INV 1025.14 (E)INV 1025.04 (S)EX SN-2 1032.041031.941031.841031.741031.641031.541031.441031.281030.661030.071029.491028.90102 8.311027.721027.141026.551025.961025.37 SAN INV℄℄EX 1046.431043.941043.441043.841044.321044.871045.341045.811045.911045.281044.671043.861043.071042.311041.591040.881040.171039.511039.011038.711038.61 1038.591038.81200 LF 8" SDR-35 PVC @ 0.40%INV 1031.34 (N)INV 1031.24 (W)259 LF 8" SDR-35 PVC @ 2.35%SN-185+0084+0083+0082+0081+0080+00 1045.31044.41043.51042.91042.31041.91041.61041.11040.61040.01039 .81039.61039.51039.31039.11038.81038.81039.01039.01038.71038.41036.7 10551050104510401035103010251020101510551050104510401035103010251020 1040 260 1 WATERMAIN HORIZONTAL JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILEWATERMAIN LOOP LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\ \5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - UTILITY CONNECTIONS.dwg 12/13/2023 3:06 PM Plot: snordine 12/13/2023 2:54 PMSave: 14 10204020scalefeet08 '' GATE VALVE & BOX30+60.00 - 0.00'W-25 20' UE 6" DIP6" DIP W-24W-25W-5AW-7 6 '' 45° BEND32+50.64 - 0.00'W-27 CB-27W-27 8" SDR-35 PVC8" SDR-35 PVC12" HDPE INLET-2U.E.20' W/M CENTURY VILLAGE PLACECENTURY VILLAGE PLACE W-28 6'' GV & BOX34+44.22 - 0.00'W-28 W-26 8 '' 11.25° BEND30+63.00 - 0.00'W-266 '' 22.5° BEND32+53.64 - 0.00'W-27A W-5W-8W-21W-23W-22W-27AW-4W-6 6" DIP6" DIP6" DIP SN-16CB-26SN-15INLE T 6ST-10SN-5SN-4SN-3 35+0034+0033+0032+0031+0030+00 IIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>75+0074+0062+00SB-08108 444342414039383731302924232221121110987654321 1069.41069.41070.01065.81062.51063.61069.21071.01063.61048.71044.21043.51042.11041.81041.91069.41066.41056.11042.8 WM INV℄℄EX 1077.621076.821077.071078.221076.801073.121069.801071.751076.231077.8510 78.581072.261066.061059.631051.621050.881050.141049.541048.971048.651049.45MIN COVERMAINTAIN 7'35+0034+0033+0032+0031+0030+0029+50 1068.01066.91065.91065.21064.31063.91064.71065.61066.41065.21062.310 58.81056.91054.71052.31050.41049.11047.5 10801075107010651060105510501045104010801075107010651060105510501045 1055 261 1 WATERMAIN HORIZONTAL JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILEWATERMAIN CONNECTION LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\ \5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - UTILITY CONNECTIONS.dwg 12/13/2023 3:06 PM Plot: snordine 12/13/2023 2:54 PMSave: 15 10204020scalefeet08 '' 22.5° BEND68+56.61 - 139.46' LW-31 20' UE 8" DIP PUBLIC W/M W-31 12" RCP CB-21 8" SDR-35 PVC24" RCP8" SDR-35 PVC18" RCP CB-20 8 '' 22.5° BEND21+00.24 - 0.00'W-328 '' 45° BEND20+97.24 - 0.00'W-32A8" DIP PUBLIC W/M W-32W-32A 6" DIP PROPERTY LINE DR NEEAST CIRCLECENTURY VILLAGE PLACE EX 12" PVCEX MH S-3 8 '' GV & BOX24+65.23 - 0.00'W-30 W-30 8" DIP PUBLIC W/M8" DIPAPPROX EL = 1084.10CONNECT TO EX 8" W/M20+05.49 - 0.00'W-33 W-33W-15W-16W-17SN-11ST-6SN-12ST-7 25+2525+0024+0023+0022+0021+0020+00 IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>70+0069+00 EX 36" HDPE EL = 1084.10STUBOUTEX W/M IDCU E 36 HDPE ARON SHOT AT THROAT1438 S>>>>>>>>>>>>321323130294039383736353433323130+05 1084.11040.21041.01041.61042.71043.21043.21043.31043.31042.81042.71044.31045.71055.01063.51074.71042.2104 3.31041.11047.1 1049.241048.061048.111048.751049.341049.991050.641050.971051.051051.171051.291050.93WM INV℄℄EX CONNECT TO EXISTINGMIN COVERMAINTAIN 7'25+2525+0024+0023+0022+0021+0020+00 1049.21048.91048.51048.61049.21050.01050.91051.81051.71051.21050.31050.81051.01050.31052.11053.11054.21054.91063.31071.41083.5 8" DIP PUBLIC W/M 10601055105010451040103510301025106010551050104510401 03510301025109010851080107510701065106010551090108510801075107010651060 262 263 264 265 266 267 the applicant and applicant's consultant.up has been directly emailed to See RPU Water Department Informational Review Letter. A plan review mark RPU Water Review 12/15/2023See attached document. RPU electric will need additional 10 foot utility easements where outlined in Red.re.See attached comment in Accela softwa RPU Electric Review 12/26/2023See attached comment in Accela software.Public Works Review 12/28/2023See attached comment in Accela software.Park and Rec Review 12/14/2023t area.found in the pla013WET and the Decorah Edge study has also been completed and reviewed. No wetlands or Decorah were Wetland & Decorah review have been completed. The wetland delineation was completed in 2020, R2020 LGU 12/22/2023in documentsPlease see the comments Fire Review 12/22/2023See attached preliminary plat GIS referral document CenturyVillageTownhomesPP_Referral.pdf County GIS/E911 12/18/2023 021PLATCD2023Applicati on No:Agency Review Comments of Page 1/2/2024 10:20:35 PM 268 only.Sent to Planning Department via Accela and collected through the Building Permit review and approval process.subject to a Plant Investment Fee (PIF) that will be calculated Development of each individual lot is 5. .or Development Agreementsand / Owner Contract-Development charges/fees applicable to the Property will be addressed in City 4. required prior to construction of any public infrastructure to serve the Property. eareasements site public -Owner Contract, and dedication of any applicable on and off-Execution of a City 3. A TIS waiver is approved for this application. 2. subject to the terms of the Agreement.ment Agreement for this property. Development of the property is There is an existing Develop 1. Other comments that are not conditions of approval: .kmittlieder@rochestermn.govKyle Mittlieder at . For civil plan related and city owner contract related questions, contact terickson@rochester mn.gov Troy Ericksoncompleted grading permit application. For stormwater related questions, contact along with a LDSubmittals@Rochestermn.govfor review and approval should be emailed to and Stormwater Management Plans ready , Grading,process and prior to application approval. CivilStormwater Management Plan approval will be required through the site development Civil Plans 1. :Final Plat applicationaddressed prior to item(s) that need to be development. The following are illageCentury Vand the proposed PLAT120-3CD202 oniMajor Land Subdivisent of Public Works has reviewed the application for mThe Depart 12/28DATE: )83540 ( Major Land Subdivision VillageCentury : RE FROM: Mark E. Baker 7090-Rochester, MN 55901 4001 West River Parkway NW, Suite 100 Community Development 269 Bob Fleming, Developer Bill Anderson, SEH , Fire Prevention BureauChris Ferguson Mark Baker, City Public Works , Building Safety, PlumbingGary Schick , Building SafetyJerry Norman , RPUBrent Bunke Payne, RPULuke C: aterW Wade Neubauer Very truly yours, if you have questions. 1505-280-lease contact us at 507P water meters as required by the Minnesota Plumbing Code.reducing devices near the domestic -he builders must install pressureof 1065’ and below, tfinished floors PSI. For homes with main PSI to near 95 e from the 67Static water pressures within this area will rang 3. Final construction plans will need to conform to standard City of Rochester Requirements. 2. comments on the proposed water system layout.We have provided the applicant’s engineering firm with 1. Our review of the referenced preliminary plat is complete and our comments follow: Century Village to be known as 021PLAT by Roger Payne-Preliminary Plat CD2023 FERENCE:RE Rochester, MN 55901 4001 West River Pkwy NW, Suite 100 COMMUNITY DEVELOPMENT DEPARTMENT December 15, 2023 1035 weneub, 12/15/2023, 11:16:00 AM REVIEWED BY RPU-WATER THE FINAL CONSTRUCTION PLAN. NOTES THAT RPU WATER DEPT. REQUIRES ON MAKE SURE TO INCLUDE ALL OF THE GENERAL PROFILEPROPOSED W/M MISSING "MAINTAIN 7' MIN. COVER"ADD LABEL/DIM PER SHEET REQUIRED TO BE 10' MIN. CLEAR.OF PIPE BETWEEN W/M AND STORM PIPE HERE. DIMENSION THE CENTER-OF-PIPE TO CENTER-DETAIL PLATE 6-19 SHOW F&I 4" POLYSTYRENE INSULATION PER CITY CROSSINGS, IF VERTICAL SEPARATION IS 18" TO 24" MIN. VERTICAL SEPARATION. FOR W/M / STORM CROSSINGS WITH W/M ARE REQUIRED TO BE 18" AND VERTICAL SEPARATION DIMENSION. ALL CROSSING, W/M TOP PIPE EL., STORM PIPE INV. EL., INFO FOR CROSSINGS WITH W/M (STATIONING OF FINAL PLANS NEED TO INCLUDE ALL CROSSING PROFILE?PROPOSED MATCH THE INVERTS DON'T PROPOSED W/M THESE 7.13 ft270 END CONSTRUCTIONSUBGRADEEXISTING PROFILEPROPOSED PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE SILVER CREEK ROAD NEPLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 WSADDHSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - SILVER CREEK ROAD.dwg 12/13/2023 3:03 PM Plot: snordine 12/13/2023 2:55 PMSave: 7 10204020scalefeet01054.64+331055.28+251055.87+001057.34+751057.56+501074.48+991065.10+961062.58+501062.08+251056.58+251063.11+001054.23+001051.50+751064.53+751061.90+501051.38+501050.28+251049.03+ 001046.12+751046.62+501046.97+38???+251055.81+001053.10+751053.17+501052.13+251051.34+001050.14+811049.61+211049.28+001048.75+751048.17+501047.54+251046.85+00(BY OTHERS)OWNERS FOR RELOCATIONCOORDINAT E WITH UTILITYCONST EASEMENTPROPOSED TEMPFUTURE PED RAMPDROP CURB FOR13.67 L10+03.49END RAD.13.67 R10+18.29END TAPEREND RAD.13'13'SN-3OWNERS FOR RELOCATIONCOORDINATE WITH UTILITY5' SDWKFUTURESTATION= 14+97.20END CONSTRUCTIONINV. 1047.46 (NW)11+67.00 - 4.67' RSTUB S-115" RCP10+51.7860+59.4610' BIT TRAILCONST EASEMENTPROPOSED 20' TEMPCONST EASEMENTPROPOSED 20' TEMPEX 66' R.O.W.PROPOSED 80' R.O.W.8'' 90° BEND10+46.55 - 7.50' LW-3(TO BE REMOVED)EX GRAVEL ROADWAY24' GRAVEL ROADWAYFUTURE 10' BIT TRAILR15'R15'27.34' B-B13'13'R236.33'15+0014+0013+0012+0011+0010+009+00 SILVER CREEK RD NE STUB S-1INSTALL & CORP WITH PIGTAIL IN PLUG8'' PLUG TO BE MECHANICALLY RESTRAINED11+69.00 - 7.50' LW-1INLET-1W-1INV. 1047.25 (SW)DEPTH=5.05'RIM=1052.31INLET DESIGN G11+59.00 - 20.00' LINLET-1INV. 1047.01 (SE)INV. 1047.01 (NE)INV. 1046.91 (NW)DEPTH=5.49'RIM=1052.40MH TYPE 4 (48")11+59.00 - 4.67' RST-3INV. 1045.19 (NE)INV. 1045.19 (SW)INV. 1045.09 (NW)INV. 1045.19 (SE)DEPTH=4.71'RIM=1049.80MH TYPE 4 (48")10+86.64 - 4.67' RST-2INV. 1043.72 (NE)INV. 1043.62 (NW)INV. 1043.72 (SE)DEPTH=4.72'RIM=1048.34MH TYPE 4 (48")10+14.14 - 4.67' RST-18 '' GV & BOX11+49.00 - 7.50' LW-227 LF 15" RCP @ 0.50%35 LF 15" RCP @ 0.89%INV. 1045.36 (NE)DEPTH=3.99'GRATE=1049.35T/C=1050.05CB TYPE 110+86.64 - 12.67' RCB-9INV. 1045.36 (SW)DEPTH=3.99'GRATE=1049.3 5T/C=1050.05CB TYPE 110+86.64 - 12.67' LCB-8INV. 1044.30 (W)INV. 1044.40 (SE)DEPTH=4.22'GRATE=1048.52T/C=1049.22CB TYPE 110+37.69 - 38.20' LCB-6INV. 1044.54 (NW)DEPTH=4.00'GRATE=1048.54T/C=1049.24CB TYPE 110+65.03 - 38.50' LCB-7INV. 1043.89 (SW)INV. 1043.99 (E)DEPTH=4.00'GRATE=1047.89T/C=1048.59CB TYPE 110+14.14 - 12.67' LCB-515" RCP8 LF 15" RCP @ 2.12%17 LF 15" RCP @ 1.00%15" RCP17 LF 15" RCP @ 1.00%W-2ST-3CB-8CB-9ST-2W-4CB-7W-3CB-6CB-5ST-1 CENTURY VILLAGE PLACE 8" DIP IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>61+0060+00SB-08108SB-03103SB-02102 XX 1046.701046.101045.501044.871044.401043.931043.231042.531041.831041.14INV 1047.01 (SE)INV 1047.01 (NE)INV 1046.91 (NW)+69 1043.2+46 1041.2+49 1043.2ST-3INV 1045.19 (NE)INV 1045.19 (SW)INV 1045.09 (NW)INV 1045.19 (SE)ST-2INV 1043.72 (NE)INV 1043.62 (NW)INV 1043.72 (SE)1043.21042.71042.21041.81041.38 LF 15" RCP @ 5.67%1052.201051.171050.371049.811049.311048.811048.301047.741047 .131046.471052.201051.171050.371049.811049.311048.811048.311047.781047.201046.57 START GRAVELEND BIT PAVEMENTSTA. 11+50.00TBC LTTBC RTST INVWM INV℄℄EX ST-172 LF 15" RCP @ 2.38%72 LF 15" RCP @ 1.89%266 LF 15" RCP @ 2.64%EL=1052.93PVT STA=11+68.00EL=1049.79PVC STA=10+82.00K=26.03L=86'PVI EL=1050.65PVI STA=11+25.00HP EL=1061.10HP STA=14+15.78EL=1060.84PVT STA=14+50.00EL=1060.16PVC STA=13+50.00K=22.88PVI EL=1061.59PVI STA=14+00.00EL=1058.72PVT STA=13+00.00EL=1054.63PVC STA=12+00.00K=41.17PVI EL=1057.28PVI STA=12+50.00EL=1048.15PVT STA=10+00.00EL=1045.73PVC STA=9+00.00K=118.12P VI EL=1047.15PVI STA=9+50.00EL=1060.14PVI STA=14+97.202.88%5.30%2.00%15+0014+0013+0012+0011+0010+009+001060.471060.841061.081061.051060.741060.161059.441058.721057.921056.981055.881054.631053.301052. 041051.011050.211049.651049.151048.651048.151047.621047.041046.41 1060.11060.81061.41061.81062.01062.01062.01062.01061.31060.61059.61058.61057.51056.51055.01053.41051.81047.71044.01042.71042.81042.01 041.21040.5 107010651060105510501045104010351070106510601055105010451040 1030 THE RIGHT-OF-WAY LINECURB STOPS LOCATED ON RIGHT-OF-WAY LINE AND CONNECTION TO W/M TO REQUIRED FROM COPPER WATER SERVICES PROVIDED. NOTE, 1" TYPE K SERVICES LAYOUT PROPOSED WATER SERVICES AS NO PROVIDED ON WATER NO REVIEW COMMENTS INDICATING. NOTES ON THE PLAN INCLUDE ADDITIONAL NEEDED, MAKE SURE TO TALLER ASSEMBLY IS ASSEMBLY. IF A SPECIAL STANDARD 8' TALL HYD. DESIGNED TO BE A PROPOSED HYD.'S ARE LOCATION. MAKE SURE ALL GROUND AT THE HYD. ABOVE THE FINISHED ELEV. SHOULD BE SET TO 2" PROPOSED HYDRANT. THIS -OFF ELEV'S FOR EACH INCLUDE FLANGE OR BREAK271 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#SUBGRADE 1 WATERMAIN JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILESILVER CREEK RD CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BEL LT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:04 PM Plot: snordine 12/13/2023 2:56 PMSave: 8 10204020scalefeet012" RCP8 '' 45° BEND62+69.26 - 4.71' LW-8W-256" DIPCB-10 1'1'1047.89+001047.89+001048.44+751048.44+751048.99+501048.99+501049.46+251049.46+25+00+001049.88+751049.88+751049.84+501049.84+501049.72+251049. 72+251049.55+001049.74+0063+62+0061+0060+0059+0015" RCP15" RCP8"x6" TEE62+37.09 - 10.27' LW-7W-78 '' 11.25° BEND62+03.84 - 5.79' LW-5AW-5A15" RCP15" RCP15" RCP10' U.E.0.0010+51.780.0060+59.4611+0010+ 00 11'W-58" DIPW-26INV. 1039.22 (N)DEPTH=10.00'RIM=1049.22MH TYPE 3 (48")61+44.98 - 6.38' RSN-3 U.E.20' W/M SILVER CREEK RDCENTURY VILLAGE PLACE 56' R.O.W.29.34' B-B10' U.E.W-2W-36" HYDRANT6" GV & BOX10 LF 6" DIP WM8"x6" TEE62+25.13 - 9.86' LW-68 '' 22.5° BEND62+00.69 - 5.41' LW-58 '' 11.25° BEND61+43.64 - 4.31' LW-4W-8W-6W-4ST-2CB-8CB-9ST-1CB-7CB-5CB-6INV. 1037.95 (NW)INV. 1038.05 (S)DEPTH=10.00'RIM=1047.95MH TYPE 3 (48")62+69.79 - 6.83' RSN-5INV. 1038.88 (N)INV. 1038.98 (S)DEPTH=10.27'RIM=1049.15MH TYPE 3 (48")62+02.03 - 6.04' RSN-48" SDR-35 PVC8" SDR-35 PVCSN-5SN-4SN-3 IIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SB-08108INV 1044.54 (NW)INV 1043.22 (NW)INV 1043.32 (NE)ST-4CB-715" RCP1043.32+67 1041.3INV 1037.95 (NW)INV 1038.05 (S)INV 1038.88 (N)INV 1038.98 (S)INV 1039.22 (N)1037.311037.841038.291038.601038.981039.091039.20COVER MIN.MAINTAIN 7'TBC LTTBC RTST INVSAN INVWM INV 1040.21040.61041.11041.51041.51041.51041.31039.61041.51041.4 EL=1048.53PVT STA=62+50.00EL=1049.38PVC STA=61+50.00K=37.05PVI EL=1049.63PVI STA=62+00.00EL=1048.98PVI STA=60+70.09EL=1049.19PVI STA=60+59.460.50%60 LF 8" SDR-35 PVC @ 0.40%71 LF 8" SDR-35 PVC @ 1.17%SN-5SN-4SN-3℄℄EX 63+0062+0061+0060+0059+001047.431047.981048.531048.991049.291049.421049.381049.251049.131049.00 1047.11048.41049.21049.91049.81049.21048.11047.21046.21045.01046.81049.61046.11039.01037.71036.9 106510601055105010451040103510301065106010551050104510401035 1025(10' MAX.)TO TOP OF PIPE 7' MIN COVER W/M PROFILE IS MAKE SURE ALL EL. CALLED OUTSHOULD HAVE A STATIONING AND INV. ALL W/M PIPE PROFILE DEFLECTIONS 6.50 ft6.37 ftTHE W/M PIPE?CB STRUCTURE AND SPACE BETWEEN THE TO GIVE US MORE OTHER SIDE OF CB-14 CAN CB -15 GO ON THE 2.84 ft272 SUBGRADE 1 WATERMAIN JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:04 PM Plot: snordine 12/13/2023 2:56 PMSave: 9 10204020scalefeet012" RCPW-10W-8 11'18" RCPW-5W-5AW-6W-7+75+751045.77+501045.77+501045.35+251045.35+251044.93+001044.93+001044.51+751044.5 1+751044.08+501044.08+501043.66+251043.66+251043.32+001043.32+001043.14+751043.14+751043.12+501043.12+501043.27+251043.27+251043.58+001043.58+001044.04+751044.04+751044.59+501044.59+501045.14+251045. 14+251045.69+001045.69+001046.24+751046.24+751046.79+501046.79+501047.34+251047.34+251047.89+001047.89+001048.44+751048.44+751048.99+501048.99+501049.46+251049.46+25+00+001049.88+751049.88+75INV. 1038.45 (SE)DEPTH=4.00'GRATE=1042.45T/C=1043.15CB TYPE 165+66.74 - 13.67' RCB-17INV. 1038.46 (E)DEPTH=4.00'GRATE=1042.46T/C=1043.16CB TYPE 165+65.10 - 13.67' LCB-15INV. 1038.40 (W)INV. 1037.95 (S)INV. 1038.05 (NE)DEPTH=4.07'GRATE=1042.02T/C=1042.72CB TYPE 165+59.82 - 13.42' LCB-148" DIP8" DIP8" SDR-35 PVC8" SDR-35 PVCSN-5SN-467+0066+0065+0064+0063+0062+00W-138" DIPINV. 1038.42 (NW)INV. 1038.32 (SW)INV. 1038.42 (E)DEPTH=4.07'RIM=1042.39MH TYPE 4 (48")65+59.82 - 13.42' RCB-166 LF 15" RCP @ 2.47%CB-17CB-156 LF 15" RCP @ 1.00%6 LF 15" RCP @ 0.50%INV. 1039.63 (S)DEPTH=4.00'GRATE=1043.63T/C=1044.33CB TYPE 164+59.98 - 13.67' RCB-13INV. 1039.49 (S)INV. 1039.49 (N)INV. 1039.39 (W)INV. 1039.49 (E)DEPTH=4.36'RIM=1043.75MH TYPE 4 (48")64+59.90 - 8.00' RST-5CB-13ST-5 11'11.5'U.E.20' W/M CENTURY VILLAGE PLACECENTURY VILLAGE PLACE.20' U.E8 '' 11.25° BEND66+37.85 - 8.85' LW-128 '' 45° BEND65+79.92 - 14.77' LW-116" HYDRANT6" GV & BOX12 LF 6" DIP WM8"x6" TEE64+95.69 - 8.08' LW-108 '' 22.5° BEND63+99.39 - 4.02' LW-9W-14W-12W-11W-10W-9CB-14CB-19CB-16CB-11ST-4CB-1024" RCP15" RCP22 LF 15" RCP @ 0.50%9 LF 15" RCP @ 0.50%INV. 1043.22 (NW)INV. 1043.32 (NE)DEPTH=4.17'RIM=1047.39MH TYPE 4 (48")62+96.92 - 4.58' RST-4INV. 1040.96 (W)INV. 1041.06 (SE)DEPTH=4.00'GRATE=1044.96T/C=1045.29CB TYPE 163+98.87 - 13.26' RCB-11INV. 1043.36 (SW)INV. 1043.46 (NE)DEPTH=4.00'GRATE=1047.36T/C=1048.06CB TYPE 162+96.59 - 13.46' RCB-10INV. 1039.60 (N)DEPTH=4.00'GRATE=1043.60T/C=1044.30CB TYPE 164+59.58 - 13.67' LCB-12CB-12INV. 1033.40 (SE)INV. 1033.50 (N)DEPTH=10.00'RIM=1043.40MH TYPE 3 (48")66+38.90 - 1.83' RSN-9INV. 1032.64 (E)INV. 1032.74 (NW)DEPTH=10.00'RIM=1042.64MH TYPE 3 (48")65+80.20 - 3.17' LSN-8INV. 1032.24 (W)INV. 1032.14 (S)INV. 1032.24 (E)DEPTH=11.30'RIM=1043.44MH TYPE 3 (48")64+79.73 - 1.83' RSN-7INV. 1035.11 (W)INV. 1035.21 (SE)DEPTH=10.00'RIM=1045.11MH TYPE 3 (48")63+99.06 - 6.83' RSN-68" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVC8" SDR-35 PVCSN-10SN-9SN-8SN-7SN-6 IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>INV 1039.49 (S)INV 1039.49 (N)INV 1039.39 (W)INV 1039.49 (E)INV 1038.45 (SE)INV 1038.42 (NW)INV 1038.32 (SW)INV 1038.42 (E)INV 1040.96 (W)INV 1041.06 (SE)INV 1043.22 (NW)INV 1043.32 (NE)CB-17ST-5CB-16CB-11ST-41038.521038.761039.001039.241039.731040.331040.961041.611042.181042.751043.32 EL=1048.53PVT STA=62+50.00EL=1049.38PVC STA=61+50.00K=37.05PVI EL=1049.63PVI STA=62+00.00 INV 1033.40 (SE)INV 1033.50 (N)INV 1032.64 (E)INV 1032.74 (NW)INV 1035.11 (W)INV 1035.21 (SE)INV 1038.88 (N)INV 1038.98 (S)6 LF 15" RCP @ 0.50%97 LF 18" RCP @ 1.00%1035.271034.871034.471034.071033.681033.241032.961032.621032.521032.421032.321032.411033.311034.211035.121035.721036.251036.781037.311037.841038.291038.601038.981039.09COVER MIN.MAINTAIN 7'105 LF 15" RCP @ 2.06%63 LF 15" RCP @ 2.35%SN-5SN-4INV 1032.24 (W)INV 1032.14 (S)INV 1032.24 (E)TBC LTTBC RT 1037.01036.11035.71035.41035.11035.41035.71036.41036.81037.11038.01038.510 39.11040.21040.61041.11041.51037.41036.61035.21036.11037.41039.61041.5 ST INVSAN INVWM INVEL=1043.20PVT STA=66+25.00EL=1043.58PVC STA=64+75.00K=38.57PVI EL=1041.93PVI STA=65+50.001.69%0.50%60 LF 8" SDR-35 PVC @ 0.40%138 LF 8" SDR-35 PVC @ 1.59%71 LF 8" SDR-35 PVC @ 1.17%132 LF 8" SDR-35 PVC @ 2.08%58 LF 8" SDR-35 PVC @ 1.13%100 LF 8" SDR-35 PVC @ 0.40%82 LF 8" SDR-35 PVC @ 3.52%SN-9SN-8SN-7SN-6INV 1037.95 (NW)INV 1038.05 (S)℄℄EX 67+5067+0066+0065+0064+0063+0062+0061+501045.311044.891044.461044.041043.621043.201042.861042.681042.661042.801043.111043.581044.131044.681 045.231045.781046.331046.881047.431047.981048.531048.991049.291049.42 1046.01045.51044.91044.31043.81043.31042.91042.61042.41042.41042.71043.01043.31043.71044.11044.81045.51046.31047.11048.41049.2104 9.91049.81049.2 106010551050104510401035103010251060105510501045104010351030 1025 OF GVREDUCER 3' NE THEN THE PUT A 8" GV 3' MISSING A GV. 273 2 STORM SEWER JOINT DEFLECTION PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#SUBGRADEPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 10 10204020scalefeet0W-29 20' UEUE SILVER CREEK RD NE ST-12W-16CB-21CB-2024" RCP6" DIP8" DIP18" RCP18" RCP24" RCP12" RCP24" RCPW-13W-14W-30W-15CB-18CB-19SN-10SN-8CB-14CB-16CB-17CB-15SN- 9W-10W-12W-11+75+751048.27+501048.27+501047.40+251047.40+251046.71+001046.71+001046.20+751046.20+751045.77+501045.77+501045.35+251045.35+251044.93+001044.93+001044.51+751044.51+751044.08+501044.08+50 1043.66+251043.66+251043.32+001043.32+00+75+751043.12+501043.12+501043.27+251043.27+251043.58+001043.58+001044.04+751044.596" HYDRANT6" GV & BOX11 LF 6" DIP WM8"x6" TEE67+47.34 - 8.87' LW-138" SDR-35 PVCSN-11ST-68" SDR-35 PVC68+0067+0066+0065+008+008 '' 45° BEND67+77.07 - 14.63' LW-14 CENTURY VILLAGE PLACE.20' U.E8"X6" REDUCER8"x8" TEE8" GV & BOX68+53.55 - 9.67' LW-1524" RCPINV. 1041.00 (W)INV. 1041.10 (N)DEPTH=5.00'RIM=1046.00MH TYPE 4 (48")68+00.16 - 13.47' RCB-18INV. 1040.63 (W)INV. 1040.73 (E)DEPTH=5.21'GRATE=1045.84T/C=1046.17CB TYPE 168+00.16 - 13.42' LCB-19INV. 1035.69 (S)INV. 1035.79 (N)DEPTH=10.00'RIM=1045.69MH TYPE 3 (48")67+76.41 - 3.17' LSN-108" SDR-35 PVC IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>SN-7INV 1032.24 (W)INV 1032.14 (S)INV 1032.24 (E)INV 1038.45 (SE)INV 1038.42 (NW)INV 1038.32 (SW)INV 1038.42 (E)CB-17CB-16CB-18INV 1043.38 (N)INV 1043.28 (S)INV 1043.38 (E)ST-6INV 1041.00 (W)INV 1041.10 (N)1045.521044.001042.781041.941038.521038.761039.00+72 1041.0INV 1033.40 (SE)INV 1033.50 (N)INV 1032.64 (E)INV 1032.74 (NW)78 LF 18" RCP @ 6.69%6 LF 15" RCP @ 0.50%97 LF 18" RCP @ 1.00%1040.291038.971037.921037.201036.471035.691035.271034.871034.471034.071033.681033.241032.961032.621032.521032.421032.32COVER MIN.MAINTAIN 7'SN-10SN-1158 LF 24" RCP @ 3.78%INV 1038.36 (S)INV 1038.46 (E)INV 1035.69 (S)INV 1035.79 (N)TBC LTTBC RT 1042.51041.11040.11039.41038.71038.01037.41037.01036.61036.11035.71035.41035.21035.11035.41035.71036.1 ST INVSAN INVWM INVEL=1045.73PVC STA=67+75.00K=34.80PVI EL=1047.00PVI STA=68+50.00EL=1043.20PVT STA=66+25.00EL=1043.58PVC STA=64+75.00K=38.57PVI EL=1041.93PVI STA=65+50.001.69%100 LF 8" SDR-35 PVC @ 0.40%89 LF 8" SDR-35 PVC @ 2.90%138 LF 8" SDR-35 PVC @ 1.59%58 LF 8" SDR-35 PVC @ 1.13%SN-9SN-8℄℄EX 69+0068+0067+0066+0065+001050.091048.861047.811046.941046.241045.731045.311044.891 044.461044.041043.621043.201042.861042.681042.661042.801043.11 1050.41049.51048.51047.61047.01046.61046.01045.51044.91044.31043.81043.31042.91042.61042.41042.41042.7 106510601055105010451040103510301 02510651060105510501045104010351030 1030 274 SUBGRADE 2 STORM SEWER JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILEPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 11 10204020scalefeet012" HDPEINV. 1043.38 (N)INV. 1043.28 (S)INV. 1043.38 (E)DEPTH=5.00'RIM=1048.28MH TYPE 4 (60")68+64.82 - 6.33' RST-6INV. 1048.94 (S)DEPTH=4.00'GRATE=1052.94T/C=1053.64CB TYPE 169+52.27 - 13.67' LCB-22SN-156 '' 45° BEND68+65.23 - 15.01' LW-16INV. 1056.15 (W)INV. 1056.25 (SE)DEPTH=10.00'RIM=1066.15MH TYPE 3 (48")71+69.94 - 0.00'SN-1422 LF 12" RCP @ 1.00%CB-22INV. 1063.26 (N)INV. 1063.16 (SW)DEPTH=4.00'GRATE=1067.16T/C=1067.86CB TYPE 171+94.28 - 13.42' LCB-24W-16W-15INV. 1045.22 (NE)INV. 1045.12 (S)DEPTH=3.87'GRATE=1048.99T/C=1049.69CB TYPE 168+81.82 - 13.67' LCB-20INV. 1045.25 (SW)DEPTH=4.00'GRATE=1049.25T/C=1049.95CB TYPE 168+87.10 - 13.67' LCB-2112" RCPCB-216 LF 12" RCP @ 0.50%15" RCP8" SDR-35 PVCW-21SN-14INLET 6ST-106" DIP8" DIP24" RCP+251076.08+001076.04+001074.97+751074.97+751073.94+501073.94+501072.97+251072.97+251072.05+001072.05+001071.15+751071.15+751070.26+501070.26+501069.29+251069.29+251068.16+001068.16+001066. 89+751066.89+751065.46+501065.46+501063.96+251063.96+251062.46+001062.46+001060.96+751060.96+751059.46+501059.46+501057.96+251057.96+251056.46+001056.46+001054.96+751054.96+751053.46+501053.46+501051 .96+251051.96+25+00+001049.32+751049.32+751048.27+501048.27+501047.40+251047.40+2518" RCP8" SDR-35 PVCCB-20SN-11ST-674+0073+0072+0071+0070+0069+0012" HDPE12" HDPE6 '' 11.25° BEND70+56.37 - 8.86' LW-18W-1811'CENTURY VILLAGE PLACE 6'' 11.25° BEND71+70.02 - 10.72' LW-206" HYDRANT6" GV & BOX12 LF 6" DIP WM6"x6" TEE71+19.64 - 7.71' LW-196 '' 22.5° BEND69+42.14 - 8.93' LW-17W-20W-19W-17CB -24ST-9CB-25CB-23ST-8ST-715" RCP15" RCP18" RCP15" RCP18" RCPINV. 1062.52 (S)INV. 1062.52 (NE)INV. 1062.42 (W)INV. 1062.52 (SE)DEPTH=4.19'RIM=1066.61MH TYPE 4 (48")71+81.08 - 6.66' RST-9INV. 1054.22 (N)INV. 1054.12 (W)INV. 1054.22 (E)DEPTH=4.46'RIM=1058.58MH TYPE 4 (48")70+46.00 - 8.88' RST-8INV. 1048.72 (N)INV. 1048.62 (W)INV. 1048.72 (E)DEPTH=4.27'RIM=1052.89MH TYPE 4 (48")69+51.00 - 8.60' RST-7INV. 1062.59 (N)DEPTH=4.00'GRATE=1066.59T/C=1067.29CB TYPE 171+81.85 - 13.67' RCB-25INV. 1054.51 (N)INV. 1054.44 (S)DEPTH=4.00'GRATE=1058.44T/C=1059.14CB TYPE 170+44.67 - 13.42' LCB-23INV. 1049.35 (W)INV. 1049.45 (E)DEPTH=10.00'RIM=1059.35MH TYPE 3 (48")70+56.45 - 1.83' RSN-13INV. 1042.57 (W)INV. 1042.67 (E)DEPTH=10.00'RIM=1052.57MH TYPE 3 (48")69+43.47 - 1.83' RSN-12INV. 1038.36 (S)INV. 1038.46 (E)DEPTH=10.00'RIM=1048.36MH TYPE 3 (48")68+65.19 - 3.17' LSN-118" SDR-35 PVC8" SDR-35 PVCSN-13SN-12 IIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV 1064.15 (NW)INV 1064.25 (E)SN-15INV 1070.51 (N)INV 1070.41 (NW)INV 1070.51 (E)INV 1062.52 (S)INV 1062.52 (NE)INV 1062.42 (W)INV 1062.52 (SE)INV 1054.22 (N)INV 1054.12 (W)INV 1054.22 (E)INV 1048.72 (N)INV 1048.62 (W)INV 1048.72 (E)ST-7INV 1043.38 (N)INV 1043.28 (S)INV 1043.38 (E)ST-10ST-6ST-9ST-81071.46 1070.311069.311068.301067.301066.291065.291064.281063.281062.051060.531059.021057.501055.981054.461052.931051.511050.081048.591047.041045.521044.001042.781041.94 EL=1069.79PVT STA=72+50.00EL=1065.00P VC STA=71+50.00K=41.39PVI EL=1068.00PVI STA=72+00.00 INV 1049.35 (W)INV 1049.45 (E)113 LF 8" SDR-35 PVC @ 5.93%133 LF 18" RCP @ 6.14%89 LF 8" SDR-35 PVC @ 2.90%58 LF 24" RCP @ 3.78%INV 1038.36 (S)INV 1038.46 (E)1065.641064.571063.451062.451061.461060.461059.461058.461057.471056.471054.971053.501052.021050.551048.971047.491046.011044.531043.061041.601040.291038.971037.921037.20COVE R MIN.MAINTAIN 7'COVER MIN.MAINTAIN 7'SN-1494 LF 18" RCP @ 5.75%78 LF 18" RCP @ 6.69%133 LF 18" RCP @ 6.14%197 LF 15" RCP @ 4.00%INV 1056.15 (W)INV 1056.25 (SE)INV 1042.57 (W)INV 1042.67 (E)SN-11 TBC LTTBC RTST INVSAN INVWM INV 1067.91066.81065.81064.71063.71062.71061.71060.61059.61058.61057.21055.71054.31052.81051.31049.81048.31046.81045.31043.91042.51041.11040.11039.4 6.00%3.58%EL=1075.58PVT STA=74+00.00EL=1071.58PVC STA=73+00.00K=122.51PVI EL=1073.38PVI STA=73+50.00EL=1051.50PVT STA=69+25.00K=34.80PVI EL=1047.00PVI STA=68+50.00 197 LF 8" SDR-35 PVC @ 4.00%113 LF 8" SDR-35 PVC @ 5.92%77 LF 8" SDR-35 PVC @ 5.34%SN-13SN-12℄℄EX 74+0073+0072+0071+0070+0069+0068+001074.501073.481072.511071.581070.691069.791068.821067.701066.421065.001063.501062. 001060.501059.001057.501056.001054.501053.001051.501050.091048.861047.811046.94 1064.41062.51061.41060.51060.21059.21058.41057.91057.41056.71056.01055.11054.21053.51052.41051.81051.21050.91050.81050. 41049.51048.51047.6 10901085108010751070106510601055105010901085108010751070106510601055105010701065106010551050104510401035103010701065106010551050104510401035 1060 275 2 STORM SEWER JOINT DEFLECTIONSUBGRADEPROPOSED PROFILEEXISTING PROFILE LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE CENTURY VILLAGE PLACEPLAN & PROFILE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\ 51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - CENTURY VILLAGE PLACE.dwg 12/13/2023 3:05 PM Plot: snordine 12/13/2023 2:56 PMSave: 12 10204020scalefeet06" HYDRANT6" GV & BOX22 LF 6" DIP WM6 '' 90° BEND74+68.46 - 13.43' LW-246 '' 22.5° BEND73+66.87 - 9.10' LW-21INV. 1071.02 (S)DEPTH=6.31'RIM=1077.33INLET DESIGN G74+03.31 - 64.14' LINLET 66" DIPW-24SN-17INV. 1070.13 (SW)DEPTH=10.00'RIM=1080.13MH TYPE 3 (48")75+03.54 - 0.00'SN-17SN-158" SDR-35 PVC 11'INLET 8INV. 1078.67 (SW)INV. 1078.77 (NE)DEPTH=4.00'RIM=1082.67MH DESIGN G75+93.21 - 6.95' LINLET 812" HDPEW-28INLET 6W-21ST-1015" RCP+001081.05+251081.83+501079.66+751081.72+501080.80+25+00+501079.60+751077.36+251076.08+001078.27+501077.21+251076.04+001074.97+751074.97+751073.94+501073.9 4+501072.97+251072.97+251072.05+001072.05+001071.15+751071.15+751070.26+501069.2976+0075+0074+0073+0012" HDPE15" RCP12" HDPEINV. 1077.89 (NE)INV. 1077.79 (S)DEPTH=4.00'GRATE=1081.79T/C=1082.12CB TYPE 175+42.96 - 0.00'CB-27CB-27U.E.20' W/M CENTURY VILLAGE PLACE 6 '' 22.5° BEND74+45.07 - 10.92' LW-236"x6" TEE74+30.53 - 13.46' LW-22W-23W-22CB-2615" RCP76 LF 15" RCP @ 0.67%INV. 1070.51 (N)INV. 1070.41 (NW)INV. 1070.51 (E)DEPTH=4.00'RIM=1074.41MH TYPE 4 (48")73+77.51 - 9.58' RST-10INV. 1075.77 (SE)INV. 1075.77 (N)INV. 1075.67 (W)DEPTH=4.00'GRATE=1079.67T/C=1080.00CB TYPE 174+99.95 - 39.21' RCB-26INV. 1067.65 (NE)INV. 1067.55 (W)DEPTH=10.00'RIM=1077.55MH TYPE 3 (48")74+44.84 - 0.00'SN-16INV. 1064.15 (NW)INV. 1064.25 (E)DEPTH=10.00'RIM=1074.15MH TYPE 3 (48")73+67.52 - 1.83' RSN-158" SDR-35 PVC8" SDR-35 PVCSN-16SN-15 IIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SN-17INV 1070.13 (SW)INLET 8INV 1078.67 (SW)INV 1078.77 (NE)INLET 9INV 1085.72 (SW)INV 1077.89 (NE)INV 1077.79 (S)CB-27INV 1075.77 (SE)INV 1075.77 (N)INV 1075.67 (W)INV 1070.51 (N)INV 1070.41 (NW)INV 1070.51 (E)ST-10CB-2651 LF 12" RCP @ 1.54%1101.101090.621087.191083.821082.711082.35 58 LF 12" HDPE @ 11.98%59 LF 15" RCP @ 3.43%1082.591079.591078.391078.001076.951075.731074.621073.561072.511071.461070.311069.311068.301067.301066.29I NV 1064.15 (NW)INV 1064.25 (E)1069.981068.921067.871066.701065.641064.571063.451062.451061.461060.46COVER MIN.MAINTAIN 7'SN-16197 LF 15" RCP @ 4.00%141 LF 15" RCP @ 3.66%INV 1067.65 (NE)INV 1067.55 (W)TBC LTTBC RT 1070.11069.01067.91066.81065.81064.71063.71062.7 ST INVSAN INVWM INVEL=1081.81PVI STA=75+41.71EL=1080.13PVI STA=75+03.54EL=1075.58PVT STA=74+00.00EL=1071.58PVC STA=73+00.00K=122.51PVI EL=1073.38PVI STA=73+50.00 77 LF 8" SDR-35 PVC @ 4.29%SN-15 4.40%4.40%3.58%℄℄EX 77+0076+0075+0074+0073+001081.081079.981078.881077.781076.681075.581074.501073.481072.511071.5 81070.69 1110.41104.61100.61094.91088.91086.41082.81080.31077.41074.11071.31068.41066.61064.41062.51061.41060.51060.2 11001095109010851080107510701065106011001095109010851080107510701065 1040 ELIMINATE CREATING "PEAKS"MAX. COVER IN CASES WHERE WE NEED TO AS MUCH AS POSSIBLE BUT CAN GO UP TO 10' SHOULD STICK TO 7' MIN. COVER (6' MIN. IN TURF) WHERE AIRPOCKETS CAN FORM. W/M PROFILES DON'T CREATE "PEAKS" IN THE W/M PROFILE VIEWSAND PROFILE BOTH IN PLAN MATERIAL TYPE PIPE SIZES AND MAKE SURE ALL 276 1 WATERMAIN HORIZONTAL JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILEWATERMAIN LOOP LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescripti onRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - UTILITY CONNECTIONS.dwg 12/13/2023 3:06 PM Plot: snordine 12/13/2023 2:54 PMSave: 14 10204020scalefeet08 '' GATE VALVE & BOX30+60.00 - 0.00'W-25 20' UE 6" DIP6" DIP W-24W-25W-5AW-7 6 '' 45° BEND32+50.64 - 0.00'W-27 CB-27W-27 8" SDR-35 PVC8" SDR-35 PVC12" HDPE INLET-2U.E.20' W/M CENTURY VILLAGE PLACECENTURY VILLAGE PLACE W-28 6'' GV & BOX34+44.22 - 0.00'W-28 W-26 8 '' 11.25° BEND30+63.00 - 0.00'W-266 '' 22.5° BEND32+53.64 - 0.00'W-27A W-5W-8W-21W-23W-22W-27AW-4W-6 6" DIP6" DIP6" DIP SN-16CB-26SN-15INLET 6ST-10SN-5SN-4SN-3 35+0034+0033+0032+0031+0030+00 IIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>75+0074+0062+00SB-08108 444342414039383731302924232221121110987654321 1069.41069.41070.01065.81062.51063.61069.21071.01063.61 048.71044.21043.51042.11041.81041.91069.41066.41056.11042.8 WM INV℄℄EX 1077.621076.821077.071078.221076.801073.121069.801071.751076.231077.851078.581072.261066.061059.631051.621050.881050.141049.5410 48.971048.651049.45MIN COVERMAINTAIN 7'35+0034+0033+0032+0031+0030+0029+50 1068.01066.91065.91065.21064.31063.91064.71065.61066.41065.21062.31058.81056.91054.71052.31050.41049.11047.5 10801075107010651060105510501045104010801075107010651060105510501045 1055 CROSSINGW/M PIPE JOINTS WITHIN 10' OF A W/M PIPE ON THE CROSSING. NO CENTERING A FULL 20' STICK OF STAYING, YOU NEED TO SHOW IF THIS EX PIPE/CROSSING IS WITH THE VERTICAL SLOPE/ANGLE/ELEV. DIFF.ROTATE THE HORIZONTAL BEND VERTICALLY TO HELP HORIZONTAL BEND TELLING THE CONTRACTOR TO IN SOME CASES, ADD A NOTE TO A PROPOSED BE INSTALLEDWILL REQUIRE A VERTICAL BEND TO BUT AND ANGLE ABOVE 5 DEGREES DEFLECTIONS UP TO 5 DEGREES POSSIBLE BY USING PIPE JOINT USING VERTICAL BENDS AS MUCH AS NEEDED, IN W-NOTES. TRY TO AVOID CALL OUT VERTICAL BENDS, WHEN 277 1 WATERMAIN HORIZONTAL JOINT DEFLECTIONPROPOSED PROFILEEXISTING PROFILE CENTURY VILLAGE PLACEPLAN & PROFILEWATERMAIN CONNECTION LICENSE NO.DATEWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT BELLT 153353 PRELIMINARY of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#15 DDHSLNSLNx:\\AE\\B\\BELLT\\153353\ \5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353PP - UTILITY CONNECTIONS.dwg 12/13/2023 3:06 PM Plot: snordine 12/13/2023 2:54 PMSave: 15 10204020scalefeet08 '' 22.5° BEND68+56.61 - 139.46' LW-31 20' UE 8" DIP PUBLIC W/M W-31 12" RCP CB-21 8" SDR-35 PVC24" RCP8" SDR-35 PVC18" RCP CB-20 8 '' 22.5° BEND21+00.24 - 0.00'W-328 '' 45° BEND20+97.24 - 0.00'W-32A8" DIP PUBLIC W/M W-32W-32A 6" DIP PROPERTY LINE DR NEEAST CIRCLECENTURY VILLAGE PLACE EX 12" PVCEX MH S-3 8 '' GV & BOX24+65.23 - 0.00'W-30 W-30 8" DIP PUBLIC W/M8" DIPAPPROX EL = 1084.10CONNECT TO EX 8" W/M20+05.49 - 0.00'W-33 W-33W-15W-16W-17SN-11ST-6SN-12ST-7 25+2525+0024+0023+0022+0021+0020+00 IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>70+0069+00 EX 36" HDPE EL = 1084.10STUBOUTEX W/M IDCU E 36 HDPE ARON SHOT AT THROAT1438 S>>>>>>>>>>>>321323130294039383736353433323130+05 1084.11040.21041.01041.61042.71043.21043.21043.31043.31042.81042.71044.31045.71055.01063.51074.71042.2104 3.31041.11047.1 1049.241048.061048.111048.751049.341049.991050.641050.971051.051051.171051.291050.93WM INV℄℄EX CONNECT TO EXISTINGMIN COVERMAINTAIN 7'25+2525+0024+0023+0022+0021+0020+00 1049.21048.91048.51048.61049.21050.01050.91051.81051.71051.21050.31050.81051.01050.31052.11053.11054.21054.91063.31071.41083.5 8" DIP PUBLIC W/M 10601055105010451040103510301025106010551050104510401 03510301025109010851080107510701065106010551090108510801075107010651060 >SHADED IN RED. EASEMENTS WHERE NEED 10 FT. UTILITY RPU ELECTRIC WILL 278 Said tract contains 17.80 acres, more or less.seconds East, along said south line 301.57 feet to the point of beginning.line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 38 minutes 11degrees 50 minutes 05 seconds East, along said easterly right of way line, 303.04 feet to the southminutes 07 seconds East, along said easterly right of way line, 179.32 feet; thence South 73seconds East, along said easterly right of way line, 663.09 feet; thence South 89 degrees 38East, along said easterly right of way line, 136.44 feet; thence South 21 degrees 53 minutes 22COUNTY HIGHWAY RIGHT OF WAY PLAT No. 47; thence South 18 degrees 56 minutes 17 secondsline, 254.40 feet to the easterly right of way line of C.S.A.H. No. 22, according to OLMSTEDOffice of the said County Recorder; thence North 89 degrees 38 minutes 11 seconds, along saidline of CENTURY POINT SUBDIVISION, according to the plat thereof, on file and of record in theSouth 825 feet of the Northwest Quarter of the Northeast Quarter, said line also being the south00 degrees 01 minute 51 seconds East, along said west line, 117.63 feet to the north line of saidline 400.00 feet to the west line of said Northeast Quarter of the Northeast Quarter; thence NorthNumber A-1461243; thence North 89 degrees 58 minutes 09 seconds West, along said southerlywithin a Warranty Deed, dated October 28, 2018, recorded November 06, 2018 as Documentcertain parcel described by metes and bounds, depicted on Certificate of Survey incorporated01 minutes 51 seconds West, along said easterly line, 160.88 feet to the southerly line of thatof the Northeast Quarter of the Northeast Quarter of said Section 31; thence South 00 degreessaid Block 1, a distance of 83.98 feet to its intersection with the east line of the west 400.00 feetSUBDIVISION; thence North 18 degrees 26 minutes 39 seconds West, along the westerly line ofRecorder, 529.96 feet to the southwest corner of Block 1 in said CENTURY HILLS NINTHaccording to the respective plats thereof, on file and of record in the Office of the said Countysoutherly lines of CENTURY HILLS TENTH SUBDIVISION and CENTURY HILLS NINTH SUBDIVISION,southwesterly line, 228.94 feet; thence North 87 degrees 46 minutes 34 seconds West, along thethence North 55 degrees 07 minutes 39 seconds West, along saidsaid County Recorder;HILLS TENTH SUBDIVISION, according to the plat thereof, on file and of record in the Office of theseconds East, along said westerly line, 550.87 feet to the southwesterly line of Block 2, CENTURYalong the westerly line of said Outlot B, 187.81 feet; thence North 34 degrees 07 minutes 13County, Minnesota, and point of beginning; thence North 07 degrees 56 minutes 26 seconds East,according to the plat thereof, on file and of record in the Office of the County Recorder, Olmstedthe Northeast Quarter 506.78 feet to the southwest corner of Outlot B, CENTURY VALLEY,North 89 degrees 38 minutes 11 second West along the south line of said Northeast Quarter of1305.94 feet to the southeast corner of said Northeast Quarter of the Northeast Quarter; thenceof South 00 degrees 01 minute 19 seconds West, along the east line of said Northeast QuarterCommencing at the northeast corner of said Northeast Quarter; thence on an assumed bearingfollows:and that part of the Northeast Quarter of the Northeast Quarter of said Section 31, described asNorth, Range 13 West, Olmsted County, Minnesota, lying east of County State Aid Highway No. 22,The South 825 feet of the Northwest Quarter of the Northeast Quarter of Section 31, Township 107CENTURY VILLAGE 132 UNITS2024 CONSTRUCTION(WITHIN PROJECT BOUNDARY)TOTAL AREA = 5.63 ACRES EXISTING SLOPES 18% OR GREATERbob@rflemingconstruction.com507.269.6078ROCHESTER, MN 559011907 2ND ST NWBOB FLEMINGBELLA TERRA LLCDEVELOPERPHASING PLANNEDVICINITY MAPMN LIC. NO. 47034MARK HASELIUS, LSSEH, INC.LAND SURVEYORBRODULE-BELLCHESTER COMPLEX, 25 TO 60 PERCENT SLOPESSHULLSBURG SILT LOAM, 2 TO 6 PERCENT SLOPESLINDSTROM SILT LOAM, 2 TO 6 PERCENT SLOPESCHASEBURG SILT LOAM, 0 TO 2 PERCENT SLOPESEXISTING ON-SITE SOIL TYPESCOORDINATE SYSTEM NAD 83 (1996 ADJ.)BASED ON THE OLMSTED COUNTYBEARINGSSTREET B-B CURB WIDTH = 29.34'*CENTURY VILLAGE PLACE R.O.W. WIDTH = 56.00'*NOTESU.E. = UTILITY EASEMENTand trimming on said easement.surface public utilities, including rights to conduct drainagemaintenance of all necessary overhead, underground orAn unobstructed easement for the construction andUTILITY EASEMENT DEFINEDD.E. = DRAINAGE EASEMENTand utility easement.maintenance of underground and surface drainage facilitiesAn unobstructed easement for the construction andDRAINAGE EASEMENT DEFINED LICENSE NO.DATE.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTWILLIAM S. ANDERSON, PE 12/13/202315092 ROCHESTER, MINNESOTA CENTURY VILLAGE PRELIIMINARY PLAT BELLT 153353Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#306012060scalefeet0WSAW SASLNX:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\pplat\\BE153353PL - PRELIMINARY PLAT.dwg 12/13/2023 2:59 PM Plot: snordine 12/13/2023 2:58 PMSave: 1 1:20 SCALE LOT AREA DETAIL 1,264 SQ FT1,264 SQ FT1,659 SQ FT1,659 SQ FT74'62'12'79'21'16'16'21'3131 10' UE CENTURY R40.67'20' UE20' UE10' UE20' UE20' UE20' UE56' ROW29.34' B-B VILLAGE PLACESILVER CREEK RD NE 663.10N 21° 53' 22" W301.57N 89° 38' 11" W303.04N 73° 50' 05" W179.32N 89° 38' 07" W136.43N 18° 56' 17" W254.40S 89° 38' 11" E 117.63S 00° 01' 51" W 400.00S 89° 58' 09" E 160.88 N 00° 01' 51" E83.98S 18° 26' 39" E529.96S 87° 46' 34" E228.94S 55° 07' 39" E550.87S 34° 07' 13" W187.81S 07° 56' 26" W EX. R.O.W.11201110110010901080107010601050104010401120110 0109010801070106010401040 EAST CIRCLE DR NE 60585756555453525150494846403938343230282423211918141211109876543213130282625242219131210987654321PHASE 1PHASE 24039383734333231302926242218151413109876543 21 DCU 12 HDPE1040.9810078DCU 12 PVC1041.3010094 EL = 1084.10STUBOUTEX W/M I EDGE SOILSEX. DECORAH DCU1 B ARCH 51X30 RCP APRON1034.46DCU B ARCH 51X30 RCP APRON1034.46DCU E 18 CMP APRON1038.75DCU B 18 CMP APRON1037.65SSS>>>>>>>>>>>>>>>>>>> 00 SHADED IN RED. UTILITY EASEMENTS WHERE RPU ELECTRIC WILL NEED 10 FT. Red.utility easements where outlined in RPU Electric needs additional 10 ft 279 15 Said tract contains 17.80 acres, more or less.line, 303.04 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 38 minutes 11 seconds East, along said south line 301.57 feet to the point of beginning.feet; thence South 89 degrees 38 minutes 07 seconds East, along said easterly right of way line, 179.32 feet; thence South 73 degrees 50 minutes 05 seconds East, along said easterly right of waySouth 18 degrees 56 minutes 17 seconds East, along said easterly right of way line, 136.44 feet; thence South 21 degrees 53 minutes 22 seconds East, along said easterly right of way line, 663.0989 degrees 38 minutes 11 seconds, along said line, 254.40 feet to the easterly right of way line of C.S.A.H. No. 22, according to OLMSTED COUNTY HIGHWAY RIGHT OF WAY PLAT No. 47; thencethe Northeast Quarter, said line also being the south line of CENTURY POINT SUBDIVISION, according to the plat thereof, on file and of record in the Office of the said County Recorder; thence NorthNortheast Quarter of the Northeast Quarter; thence North 00 degrees 01 minute 51 seconds East, along said west line, 117.63 feet to the north line of said South 825 feet of the Northwest Quarter of28, 2018, recorded November 06, 2018 as Document Number A-1461243; thence North 89 degrees 58 minutes 09 seconds West, along said southerly line 400.00 feet to the west line of saidalong said easterly line, 160.88 feet to the southerly line of that certain parcel described by metes and bounds, depicted on Certificate of Survey incorporated within a Warranty Deed, dated October83.98 feet to its intersection with the east line of the west 400.00 feet of the Northeast Quarter of the Northeast Quarter of said Section 31; thence South 00 degrees 01 minutes 51 seconds West,feet to the southwest corner of Block 1 in said CENTURY HILLS NINTH SUBDIVISION; thence North 18 degrees 26 minutes 39 seconds West, along the westerly line of said Block 1, a distance ofCENTURY HILLS TENTH SUBDIVISION and CENTURY HILLS NINTH SUBDIVISION, according to the respective plats thereof, on file and of record in the Office of the said County Recorder, 529.96Recorder; thence North 55 degrees 07 minutes 39 seconds West, along said southwesterly line, 228.94 feet; thence North 87 degrees 46 minutes 34 seconds West, along the southerly lines ofalong said westerly line, 550.87 feet to the southwesterly line of Block 2, CENTURY HILLS TENTH SUBDIVISION, according to the plat thereof, on file and of record in the Office of the said CountyMinnesota, and point of beginning; thence North 07 degrees 56 minutes 26 seconds East, along the westerly line of said Outlot B, 187.81 feet; thence North 34 degrees 07 minutes 13 seconds East,Northeast Quarter 506.78 feet to the southwest corner of Outlot B, CENTURY VALLEY, according to the plat thereof, on file and of record in the Office of the County Recorder, Olmsted County,1305.94 feet to the southeast corner of said Northeast Quarter of the Northeast Quarter; thence North 89 degrees 38 minutes 11 second West along the south line of said Northeast Quarter of theCommencing at the northeast corner of said Northeast Quarter; thence on an assumed bearing of South 00 degrees 01 minute 19 seconds West, along the east line of said Northeast Quarterand that part of the Northeast Quarter of the Northeast Quarter of said Section 31, described as follows:The South 825 feet of the Northwest Quarter of the Northeast Quarter of Section 31, Township 107 North, Range 13 West, Olmsted County, Minnesota, lying east of County State Aid Highway No. 22,CENTURY VILLAGE PROPERTY DESCRIPTIONBELLT 153353 MINNESOTAROCHESTER,153353LICENSE NO.DATE of Revision IssueDateDescriptionRev.#Revision IssueSEH ProjectDateDescriptionChecked ByDrawn ByDesigned ByRev.#FILE NO.SUITABLE BEARING SOIL (TYP.)ENGINEERED FILLENGINEERED FILLENGINEERED FILLSUITABLE BEARING SOIL (TYP.)FINISHED GRADE AFTER HOUSE 1.00'50.00'25.00'3.00'25.00'25.00'8.7' OR 10.0'1.0' TO SUBGRADE0.5' TOPSOIL0.5' TOPSOIL3.0' TO SUBGRADE FROM GAR. EL. ON GRADING PLANSEE PLAN 3:1 MAX1:11:11:1R/W ROADWAY℄TYPICAL GRADING SECTION - FILL AREAS R Know what's 2'4'8' TYP.8' TYP.DRAINAGE EASEMENTDRAINAGE EASEMENTNOT TO SCALE TYPICAL DRAINAGE SWALE P/LNOT TO SCALE50' MIN.AS REQUIREDENTRANCE WIDTHMN/DOT SPEC. 3733 TYPE VGEOTEXTILE MATERIAL PER1" TO 3" WASHED ROCK6" MINIMUM DEPTH OFREQUIREDRADIUS AS TEMPORARY ROCK CONSTRUCTION ENTRANCE RUNOFF FLOWDIRECTION OFMIN6"MIN6"NATURAL SOILBACKFILL WITH TAMPEDFABRIC ANCHORAGE TRENCHGEOTEXTILE FABRIC, 36" WIDTHAT 6 FT. MAX. SPACINGPOST LENGTH, 5 FT. MIN.LOCATED IN TOP 8"(50 LB. TENSILE)PLASTIC ZIP TIESGARAGE FLOOR ELEVATION10' FROM FOUNDATIONOUTSIDE GROUND ELEVATIONLOWER LEVEL ELEVATIONTOP OF FOUNDATION ELEVATIONBANDERSON@SEHINC.COMEMAIL:507.316.6614PHONE:ROCHESTER, MN 55904717 3RD AVE SEADDRESS:BILL ANDERSONCONTACT:SHORT ELLIOT HENDRICKSON INC.PROJECT MANAGER UNLESS OTHERWISE NOTED.ALL WATERMAIN, STORM SEWER AND SANITARY SEWER IS PUBLIC1.SITE UTILITIES AND TEMPORARY COVER AFTER 7 DAYS.TEMPORARY STOCKPILES INCLUDE ADDITIONAL SEDIMENT CONTROLPLANS AND SPECIFICATIONS.LONG AS THE CONSTRUCTION IS DONE IN ACCORDANCE WITH THETHIS PLAN WILL PREVENT LANDSLIDING AND SURFACE EROSION ASWITH THIS PLAN. THE DESIGN OF THESE SLOPES AS DETAILED ONCONTROL BLANKETS, AND CONSTRUCTED IN STRICT COMPLIANCESODDED AND STAKED OR SEEDED AND PROTECTED WITH EROSIONALL SLOPES WITHIN GRADING LIMITS STEEPER THAN 4:1 SHALL BE 9.WATER OR PROPERTY EDGE.COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BEEDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACEAROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTYANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATERPERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROMSTABILIZE THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERIOD EXCEEDING 14 CALENDAR DAYS. THE CONTRACTOR MUSTCEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR ACONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILYIMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY(INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATEDTHE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS 8.COVER WILL NOT BE COMPLETE BY NOVEMBER 15TH.SPRING EROSION & SEDIMENTATION IF TEMPORARY OR PERMANENTCONTRACTOR TO PROVIDE ADEQUATE MEASURES TO CONTROL 7.SHOWN ON THE PLAN AND PER THE DETAILTEMPORARY ROCK CONSTRUCTION ENTRANCE AT THE LOCATION ASTHE CONSTRUCTION SITE. OR THE CONTRACTOR SHALL INSTALL AREGULARLY PERFORM STREET SWEEPING TO MINIMIZE SILT LEAVINGPRIOR TO LEAVING THE CONSTRUCTION SITE. CONTRACTOR SHALLFROM THIS JOB SITE. TRUCKS SHALL BE STOPPED AND TIRES SWEPTCONSTRUCTION TRAFFIC ACCESS POINT TO MINIMIZE TRACKINGCONSTRUCTION TRAFFIC SHALL BE LIMITED TO A SINGLE 6.BE PROVIDED ON SITE PER MPCA.CONCRETE TRUCK WASHOUT MANAGEMENT (CONTAINMENT) BMP TO5.TYPE 1 MULCH - DISK ANCHORED.SEEDING USE MNDOT SEED MIX 25-141 AT 60 LBS/AC AND 2 TONS/AC OFCOMPLETION OF CONSTRUCTION (SEE NOTE 3). FOR TEMPORARYPER MNDOT SPEC. 2575 WITHIN A PERIOD OF 7 DAYS FOLLOWING THEALL DISTURBED AREAS TO BE COVERED w/4" OF TOPSOIL AND SEEDED 4.CONTROL EROSION AND SEDIMENTAND ADDITIONAL MEASURES MUST BE INSTALLED AS NEEDED TOEROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE MINIMUM3.DISTURBANC E ACTIVITIES.EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO ANY SOILMUST BE INSTALLED BEFORE CONSTRUCTION STARTS. INSTALL ALLSILT FENCE AND TEMPORARY ROCK CONSTRUCTION ENTRANCE2.ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.ALL EROSION AND POLLUTION CONTROL MEASURES SHALL BE IN1.EROSION CONTROL OBTAINED FOR THIS CONSTRUCTION ACTIVITYAN MPCA CONSTRUCTION STORMWATER GENERAL PERMIT MUST BE2.-standards\]\[https://www.rochestermn.gov/departments/public-works/specificationsCONNECTION PERMITS FROM THE CITY PUBLIC WORKS.DETAILS AND SPECIFICATIONS. CONTRACTOR TO OBTAIN ALL UTILITYALL CONSTRUCTION TO BE PER CITY OF ROCHESTER STANDARD 1.GENERAL CONSTRUCTION NOTES AC12.17 TOTAL DEVELOPABLE AREA:AC5.63 SLOPES > 18%AC0.00 FACILITIES:PRIVATE STORMWATER AC0.00 REMAIN:WETLANDS & FLOODWAYS TO DEVELOPABLE AREA AC TOTAL PERV AREA:AC TOTAL IMP AREA:AC LOT PROPOSED PERV:AC R.O.W. PROPOSED PERV:AC LOT PROPOSED IMP:AC R.O.W. PROPOSED IMP:AC17.62 EXISTING PERV:AC0.18 EXISTING IMP:AC DISTURBED AREA:AC17.80 PLATTED AREA:PROJECT AREAS CY######NET(FILL):CYFILL:CYCUT:PROJECT CUT/FILL BOB@RFLEMINGCONSTRUCTION.COMEMAIL:507.269.6078PHONE:559011907 2ND ST NW, ROCHESTER, MNADDRESS:BOB FLEMINGCONTACT:BELLA TERRA LLCOWNER(S):OWNER S 29 - T 107 - R 013LOCATION:HAVERHILL TOWNSHIPTOWNSHIP:PROPERTY 1176 1176PROPOSED CONTOUREXISTING CONTOURGRADING LIMITSLF(SEE ROCHESTER SDP 7-01)SILT FENCEEA(SEE ROCHESTER SDP 7-05)STORM DRAIN INLET PROTECTIONSYCATEGORY 45 PER ROCHESTER SDP 7-07ROLLED EROSION PREVENTION PRODUCTOF THE LOWER LEVEL ELEVATIONPROVIDE ENGINEERED FILL TO WITHIN 1'EA1ENTRANCE (SEE ROCHESTER SDP 7-06)TEMPORARY ROCK CONSTRUCTION UNITDESCRIPTION LEGEND CENTURY VILLAGE GRADING PLANPRELIMINARY LICENSE NO.DATEWILLIAM S. ANDERSON, PE12/13/202315092.MINNESOTAUNDER THE LAWS OF THE STATE OF PROFESSIONAL ENGINEERSUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTBELLT 153353 5 20408040scalefeet0x:\\AE\\B\\BELLT\\153353\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\BE153353GP.dwg 12/13/2023 3:03 PM Plot: snordine 12/13/2023 1:34 PMSave: 37.1%31.8%38.0%49.5%33.1%33.3%33.7%32.6%38.7%42.0%37.2%20.0%25.1%32.1%13.00'10781076107410721068108010701048105010461044105410521048104610441042105010361134112811241122111811 1611141112110811061104110210981096109410921088108610841082107810761074107210541048104611201110110010901080105011581156115411521146114411421138113611321128112611261122111611141112110811061150114011301 1101166116411621138113611341132112811261124112211181116111411121108110611041102113011201110110011281126112211181116111411121108110611041102109810961094109210881086108410821078107610741072106810661064 1062105810561054105211201110110010901080107010601126112411221118111611141112110811061104110210981096109410921088108610841082107810761074107210681066106410621058105611201110110010901080107010601050105 8103610601092108810861084108210901080104610441042105410381038103610361034103410321032104010401038103610341032104010481104110210981096109410921100110010961094109210881086108410901076103810361040104410 421038103810381036103610401040104010621058105610601062105810561054105210601082107810761074107210681066106410621058105610541052104810801070106010501068106410621058105610541052106010461044104615+5015+0 014+0013+0012+0011+0010+009+008+007+006+005+004+003+0000G 81.8010' BASEMENTLL 72.10TF 82.10 21 G 51.3010' BASEMENTLL 51.30TF 61.30 33 G 51.3010' BASEMENTLL 51.30TF 61.30 32 3 STEPSG 51.20LL 44.30TF 53.00 R31 4 STEPSG 49.30LL 42.90TF 51.60 R30 3 STEPSG 48.00LL 41.10TF 49.80 R29 3 STEPSG 46.40LL 39.50TF 48.20 R28 2 STEPSG 46.70LL 39.30TF 48.00 R27 G 57.2010' BASEMENTLL 47.50TF 57.50 26 G 52.8010' BASEMENTLL 53.10TF 63.10 25 G 68.2010' BASEMENTLL 58.50TF 68.50 24 G 72.2010' BASEMENTLL 62.50TF 72.50 23 G 74.9010' BASEMENTLL 65.20TF 75.20 22 G 77.6010' BASEMENTLL 67.90TF 77.90 21 G 83.1010' BASEMENTLL 83.10TF 93.10 19 G 83.7010' BASEMENTLL 83.70TF 93.70 18 G 83.7010' BASEMENTLL 83.70TF 93.70 17 G 82.7010' BASEMENTLL 82.70TF 92.70 16 3 STEPSG 75.002 STEPSG 74.208.7' BASEMENT10' BASEMENTLL 66.80TF 75.50TF 76.80 SP15 2 STEPSG 72.502 STEPSG 71.203 STEPSG 54.308.7' BASEMENT10' BASEMENTLL 47.40TF 56.10TF 57.40 SP10 8.7' BASEMENT10' BASEMENTLL 63.80TF 72.50TF 73.80 SP14 4 STEPSG 66.908.7' BASEMENT10' BASEMENTLL 60.50TF 69.20TF 70.50 SP13 4 STEPSG 62.808.7' BASEMENT10' BASEMENTLL 56.40TF 65.10TF 66.40 SP12 4 STEPSG 58.203 STEPSG 68.703 STEPSG 64.603 STEPSG 60.008.7' BASEMENT10' BASEMENTLL 51.80TF 60.50TF 61.80 SP11 3 STEPSG 55.603 STEPSG 51.80LL 44.90TF 53.60 R9 G 49.90D/W 44.50LL 41.50TF 50.20 8 G 48.20G 47.00D/W 42.80LL 39.30TF 48.50 7 D/W 41.60LL 38.60TF 47.30 6 D/W 41.60LL 38.60TF 47.30 5 G 47.00D/W 41.701 STEPG 46.60LL 38.70LL 38.20LL 40.702 STEPSG 48.10LL 42.80TF 51.50 R1 2 STEPSG 50.20TF 49.40 R2 TF 46.90 R3 G 46.60TF 47.40 4 EAST CIRCLE DRIVE NESILVER CREEK RD 1042 IIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>605958575655545352515049484746454443424140393837363534333231302928272625242322212019181716151413121 1109876543213231302928272625242322212019181716151413121110987654321PHASE 1PHASE 240393837363534333231302928272625242322212019181716151413121110987654321 SEX 36" HDPESB-09SB-08SB-03SB-02SB-01 EX 8" W/M EDGE SOILSEX. DECORAH XSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>78+40.9178+0077+0076+0075+0074+0073+0072+0071+0070+0069+0068+0067+0066+0065+0064+0063+0062+0061+0060+0059+ Jeff Feece 280 2515.-328-Division at 507 sheet is available through the ForestryA boulevard tree planting information closer to when tree planting is intended to occur.condition upon submittal of a separate planting permit as required by ordinance at a time ecies, locational criteria, and site will be specifically reviewed for spper the LDM 64.160, Boulevard Trees, if required and identified by the community development department • – TREE REQUIREMENTS acres 1.49 :) –(7.1 Remaining credit after this plat 7.1 acres 21 easement:Land dedicated through 20 this plat) acres5.61 d for dedication to date:Total land require acres .2.40 required Century Village acres 1.07 dedication required: Century Valley Fourth .51 acres :Valley Third dedicationCentury acres .32 :alley Second dedicationCentury V acres 1.31 First: Deferred land from Century Hills and Century Valley CV GDP is below:Valley GDP as coordinated with the Parks Department. A summary of dedication for the The developer has dedicated a 7.1 acre (2021) park easement on land within the Century • IREMENTSUPARK DEDICATION REQ Fair market value of land……………………………………… 40 acres.2 Dedication ……………………………………………………… .01776 Density factor…………………………………………………… 135 Number of dwelling units…………………………………….. . 17.8 plat…………………………………………………. Plat021-CD2023 Century Village RE: Community Development TO: December 14, 2023 DATE: REFERRAL COMMENTS FORM DEPARTMENT ROCHESTER PARK AND RECREATION @rochestermn.govjfeece 2540-328-507 Phone: 3769-55904 Rochester, MN 150 RoomSE, Fourth Street 201 281 7101-328-507 S Analyst / Addressing Dave McCollister To address issues listed above, please contact our office. NE’ Eshould read ‘CENTURY VILLAGE LANcorrect street type is LANE. The plat Street type for CENTURY VILLAGE PLACE is incorrect and does not include a directional. The potential GIS, ROADWAY, or ADDRESS related issues are present shows the following:PLAT to determine any existing or PRELIMINARYCENTURY VILLAGE TOWNHOMES A review of the CENTURY VILLAGE TOWNHOMES PRELIMINARY PLAT GIS REFERRAL RE: ADAM NOWINSKI CC: DAVE MCCOLLISTER FROM: ROGER PAYNE, BILL ANDERSON TO: DECEMBER 18, 2023 DATE: REFERRALPLAT PRELIMINARY CENTURY VILLAGE TOWNHOMES 7958-(507) 328 Fax: 7100-(507) 328 Phone: 4744-Rochester, MN 55904 2122 Campus Drive SE, Suite 100 GIS/Addressing Division Olmsted County Public Works AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Planning, Policy & Analysis :Land Use & Transportation •Addressing, Data & Mapping :eographic Information SystemsG County Building/Well/Septic :Environmental Safety • Permitting & Zoning Current Planning: 282 of 2 1 Page (G)4Section 60.500.040UDC –Major Land Subdivision Criteria 283 of 2 2 Page (G)4Section 60.500.040UDC –Major Land Subdivision Criteria Planning 284 \[UNANIMOUS\] APPROVED RESULT: Cline A Robert ABSENT: Krull, John EischenEberhart, Joanne Crawford, Jeremy C Andrist, Jonathon P Ruchi Gupta, Randy R Schubring, Alissa T Moe, Aaron D AYES: Gupta Ruchi Krull P Jonathon MOVER: fire department system access.plex will require a fire alarm to monitor the fire sprinkler system and Knox key box for -more than 50 dwelling units. Each 4only one access to is there as system sprinkler automatic approved an with equipped be shall unit dwelling Each6. obligation.Prior to recordation of the Final Plat, the applicant shall meet their boulevard tree and parkland 5. se the plat exhibit to the specifications of Rochester Public Prior to submittal of the Final Plat, the applicant shall revi4. labeled. be shall outlots all Plat, Final the of submittal to Prior3. within the Plat Exhibit.nal Plat, the applicant shall identify the local residential street as “Century Village Lane NE” Prior to submittal of the Fi2. approved. be shall Plan a Plat, Final the of submittal to 1.Prior Conditions: with the findings and support outlined in the Community Development Memo dated January 10, 2024.021PLAT -Subdivision CD2023Motion to forward a recommendation of APPROVAL WITH CONDITIONS for Major Land commissioner’s answered Staff spoke on behalf of the applicant. Bill Anderson, SEH consultant, presented the staff report. ,Desmond McGeough, Principal Planner Roger Payne, to be known as Century Village.021PLAT by -Forwarding a recommendation to Council approving Major Land Subdivision No. CD2023Official Act: Village Century as known be to Payne, Roger by 021PLAT-CD2023 No. Subdivision Land MajorC. 5. Recommendations and Reports 1) MINUTES Commission Zoning & Planning ROCHESTER, OF CITY 2024 10, January - Zoning & RESOLUTION285specifications of Rochester Public Utilities;4.Prior to submittal of the Final Plat, the applicant shall revise the plat exhibit to the 3.Prior to submittal of the Final Plat, all outlots shall belabeled;street as “Century Village Lane NE” within the Plat Exhibit;2.Prior to submittal of the Final Plat, the applicant shall identify the local residential approved;1.Prior to submittal of the Final Plat, a Stormwater Management Plan shall be CONDITIONSshown below.CD2023-021PLAT requested by Roger Payne, subject to the conditions of approval BE IT FURTHER RESOLVED, that the City approve Major Land Subdivision No. criteria subject to the imposition of the below-stated sixconditions of approval.preponderance of the evidence submitted at the public hearing that it has satisfied the above that, based upon the above-stated findings of fact, the Applicant has shown by a NOW,THEREFORE IT BE RESOLVEDby the Common Council of the City of Rochester application subject to sixconditions. hearing to consider this application and adopted the findings of fact and approved the WHEREAS, on February 5, 2024, the City of Rochester Common Council held a public the application and recommended approval subject to sixconditions.WHEREAS, on January 10, 2024, the City of Rochester Planning Commission reviewed meets the criteria in R.C.O §60.500.040 (subd. G) Major Land Subdivision Permit.to the Community Development memo dated January 10, 2024, and finds the proposal WHEREAS, the Council adopts the Planning Commission findings as described attached Creek Rd NE.on 17.91 acres of land located northeast ofthe intersection of East Circle Dr NE and Silver WHEREAS, the Major Land Subdivision proposes 132 residential lots and three outlots Subdivision approval to be known as Century Village. WHEREAS, Roger Payne has requested from the City of Rochester Major Land East Circle Dr NE.17.91 Acres, Located Northeast Of The Intersection Of Silver Creek RdNE and Century Village,A Project Consisting Of 132 Residential Lots And 3 OutlotsOn Approving MajorLandSubdivisionNo.CD2023-021PLAT, To Be Known As 5.Prior to recordation of the Final Plat, the applicant shall meet their boulevard tree 286Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024.PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OFfire department system access.will require a fire alarm to monitor the fire sprinkler system and Knox key box for system as there is only one access to more than 50 dwelling units. Each 4-plex 6.Each dwelling unit shall be equipped with an approved automatic sprinkler and parklandobligation, and, M 287.tnemnorivnE?eht?dna?,ssenlleW?,htlaeH?ot?tnemtimmoC?gniniatniaM?dna?sdoohrobhgieN?gnitsixEfo?ytirgetnI?eht?gnicnahnE?-?selpicnirP?eroC?nalP?evisneherpmoC?gniwollof?eht?eveihca?ot?spleh?lavorppA :tcapmI?IED?&?snoitaredisnoC?yciloP pihsdrawetS?latnemnorivnEtnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP.timreP?esU?miretnI?eht?fo?lavorppa?gnidnemmocer0-8?detov?noissi mmoC?eht?,gniteem?noissimmoC?gninoZ?dna?gninnalP?,4202?,01?yraunaJ?eht?tAserca?336.52?????????????????????????????:aerA?debrutsiD?latoTteef?51?ot?teef?01???????????????:egnaR?lliF?dna?tuC?mumixaMsdra y?cibuc?545,1?????????????????????????????????????:emuloV?lliF?teNsdray?cibuc?151,59????????????????????????????????????????????:emuloV?lliFsdray?cibuc?606,39????????????????????????????????????????? ??:emuloV?tuC:krowhtrae?desoporp?noitavacxe?fo?noitpircseD?.licnuoC?eht?yb?devorppa?eb?ot?reenignE?ytiC?eht?yb?timreP?esU?miretnIna?gniriuqer?suht?,teef?lacitrev?net?naht?erom?yb?saera?ni?edarg?gnits ixe?eht?yfidom?lliw?dna?lairetamfo?sdray?cibuc?000,001?naht?erom?gnivom?yb?etis?eht?fo?epacsdnal?eht?retla?dluow?nalp?desoporp?ehT?.snoitacilppa?snoisividbuS?dnaL?rojaM?lanoitidda?eriuqer?lliw?toltuo eht?fo?tnempoleved?tneuqesbus?eht?;A?toltuo?nihtiw?dennalp?era?)PDG300-3202DC(?nalP?tnempoleveDlareneG?lliH?ycreM?devorppa?eht?htiw?detaicossa?sesahp?erutuF?.stoltuo?owt?dna?stol?laitnediser?83fo?noi taerc?eht?rof?wolla?dluow?noisividbuS?dnaL?rojaM?dna?timreP?esU?miretnI?eht?,devorppa?fI?.TALP020-3202DC?.oN?noitacilppa?noisividbuS?dnaL?rojaM?htiw?detaicossa?si?noitacilppa?timreP?esU?miretnI?ehT?. seitreporp?gnidnuorrus?no?stcapmi?esrevda?laitnetop?gnivah?sa?reenignEytiC?eht?yb?deifitnedi?neeb?evah?taht?seitivitca?ecnabrutsid?dnal?fo?lavorppa?skees?noitacilppa?sihT:evitarraN?tropeR.snoitaretla ?dnal?laitnatsbusrof?,CLL?dnalmraF?yb?PUI200-3202DC?.oN?timreP?esU?miretnI?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???3.GsnoitaretlA?dnaL?laitnatsbuS?rof?wollA?ot?,CLLdnalmraF?yb?PUI200-3202D C.oN?timreP?esU?miretnI NOITCA?ROF?TSEUQER retaP?esaJ:RETNESERPsgniraeH?cilbuP:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 288 lliH?ycreM?PUI200-3202DC?-?noituloseRlliH?ycreM?PUI200-3202DC?-?setuniM?gniteeM?CZP?4202?,01?yraunaJlliH?ycreM?PUI200-3202DC?-?stnemmoC?weiveRlliH?ycreM?PUI200-3202DC?-?setuniM?noitamrofnI?dooh robhgieNlliH?ycreM?PUI200-3202DC?-?evitarraN?tnacilppAlliH?ycreM?PUI200-3202DC?-?tibihxE?timreP?esU?miretnIlliH?ycreM?PUI200-3202DC?-?paM?noitacoL?etiSlliH?ycreM?PUI200-3202DC?-?paM?noitacifitoNlliH? ycreM?PUI200-3202DC?-?omeM?tnempoleveD?ytinummoC:stnemhcattA retaP?esaJ:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tcartnoC?renwO-ytiC?ro/dna?tnemeergAtnempol eveD?a?ni?deniltuo?eb?lliw?dna?repoleved?eht?fo?ytilibisnopser?eht?eb?lliw?stsoc?tnempoleved?llA:tcapmI?ecruoseR?&?lacsiF srenwoytreporp?gnirobhgien?ot?tnes?dna?repapswen?eht?ni?dehsilbup?eciton?gnir aeh?cilbuP?:4202?,72?yraunaJnoitadnemmoceR?dna?tropeR?-?noissimmoC?gninnalP?:4202?,01?yraunaJlliH?ycreMPDG300-3202DC?.oN?nalP?tnempoleveD?lareneG?lliH?ycreM?-?lavorppA?etammaeT?:3202?,41?rebmeceDnois ividbuS?dnaL?rojaM?&?timreP?esU?miretnI?no?gniteeM?noitamrofnI?doohrobhgieN?:3202?,21?rebmeceDCZ700-3202DC?.oN?egnahC?enoZ?lliH?ycreM?fo?lavorppA?-?gniteeM?licnuoC?:3202?,81?rebmetpeSnalP?tnempoleveD ?lareneG?&?egnahC?enoZ?no?gniteeM?noitamrofnI?doohrobhgieN?:3202?,4?yaM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roir 289 . applications development of the outlot will require additional Major Land Subdivisionssubsequent he t ;are planned within outlot A -Development Plan (CD2023Mercy Hill General approved Future phases associated with the .soutlottwo and for the creation of 38 residential lots if approved, would allow ,20PLAT0-3CD202application Major Land Subdivision This Interim Use Permit application is associated with PROJECT SUMMARY Development Code Section 60.500.040.M.4.e. the threshold for IUP approval outlined in the Unified sapproval, finding the request meetThe review team recommends :Development Review Team Recommendation : Rochester City CouncilApproval Body findings in the Analysis section of this report. The Development Review Team has provided its professional analysis and proposed Code, Section 60.500.040M, when making a determination. Council will look specifically at the Interim Use Permit Criteria of the Unified Development specific request.site layout, building orientation, site landscaping, and parking, are not germane to the Other site development considerations associated with a project such as; architecture, an Interim Use Permit approved by Council. ater management plan may not be approved, unless consistent with grading and stormwadverse impacts on surrounding properties. When an Interim Use Permit is required, a land disturbing activities which have been identified by the City Engineer as having The Interim Use Permit (IUP) is an application that reviews certain : What is Considered Interim Use Permit: Application Type PLANNING COMMISSION SUMMARY Widseth / Adam Pleschourt :Consultant Farmland LLC Applicant: . NW Rome Circlest of wehe site is located T Location: .alterationsland to allow for PUI200-Interim Use Permit Request #CD2023 Request: Rochester Community Development Department Prepared By: January 10, 2024 Rochester Planning and Zoning Commission CommunityDevelopment@rochestermn.gov Email: 2401-328-507 Fax: 2950-328-507 Phone: 7090-55901Rochester, MN 4001 W River Parkway NW, Suite 100 City of Rochester, Minnesota 2 290 The application complies with this criteria the property is located; where district zoning the in property the of Use Conditional or not be a PermittedSection 60.500.030E.3.a.3), except that the interim use of the property need Unit Registration, of the Rochester Code of Ordinances and the criteria in 5, Rental -The application complies with all applicable provisions of Chapter 7 a. criteria: following the complies it if conditions, with it approve or application, the approve Council City the and approval, recommend shall Commission Planning The APPROVALSTANDARDS FOR –CRITERIA INTERIM USE PERMIT Family Detached-Dwelling, Single Family-Mixed Single1 -R West Family Detached-Dwelling, Single Family-1 Mixed Single-R South Commercial Uses G Mixed Use General-MX East Place of Worship -1 Mixed Single-R North ADJACENT ZONING AND LAND USES 25.633 acres area:Total disturbed feet 15 – 0 feet1 and fill range:Maximum cut 1,545 C.Y. Net Fill: 95,151 C.Y. Fill: 93,606 C.Y. Cut: Description of Proposed Earthwork: Council.an Interim Use Permit by the City Engineer to be approved by the City res, thus requifeetexisting grade in areas by more than ten vertical cubic yards of material and will modify the The proposed plan would alter the landscape of the site by moving more than 100,000 IUP200-3CD202 3 291is making. The proposed development at this site -decisionsignificance of the Future Land Use Map to guide future Additionally, the comprehensive plan states the strategies. uses at this location, aligning with the P2S Comprehensive Plan of residential development the futureapplication will allow for Subdivision for the first phase of development of this site. This e IUP is concurrently undergoing review with a Major Land Th Plan after the Interim Use Permit period, and Comprehensive the with inconsistentthat are purposes for used be to land the Allow anticipated during an excavation. would generally beand dust, as immediate vicinity. Such typical adverse impacts include noise There may be some impacts associated to grading activity in the the Interim Use period or after or during properties surrounding on substantial create (which may include financial assurances) that the activity will notInterim Use Permit, the applicant has given the City adequate assurances an for application an 60.500.060I.2.c, to pursuant determines,If the application related to land disturbing activities that the City Engineer e. 60.500.060I.4.f of the UDC.the issuance of a grading permit in accordance with Section This criterion is not applicable, as this request is being made to facilitate structures) at the end of the interim use period; andto the continued existence of those consents City the be use the to structures any Interim Use will be terminated andDirector determines that such assurance are necessary to ensure that the provided financial assurance adequate if the Community Development has applicant the Assurances, Financial 60.500.030E.7 to Pursuant d. 60.500.060I.4.f of the UDC.the issuance of a grading permit in accordance with Section This criterion is not applicable, as this request is being made to facilitate Use the of term the than longer economic life useful a with structureThe application does not involve or require the construction of any permanent c. 60.500.060I.4.f of the UDC.the issuance of a grading permit in accordance with Section This criterion is not applicable, as this request is being made to facilitate Director;Development to that in which the interim use is located, as determined by the Community in the zoning district most similar , Specific Standards-Section 60.300.020, Usein listed use that for standards applicable all with complies use proposed The b. IUP200-3CD202 4 292 Review Comments 6. Information Meeting MinutesNeighborhood 5. Applicant Narrative 4. erim Use Permit ExhibitInt 3. Location Map 2. Notification Map 1. ATTACHMENTS . The excavation activity will begin and conclude within one construction certainty with identified be can use the terminate will that event or date The f. the sitehabitat and the environment for this site while still developing this project work, allowing preservation of some of the natural woods and a wetland and will remain partially intact as part of d pond. The southern portion of the site contains to the proposeof the property to the south the conveyance will need to be piped process. Ultimately to allow for safe conveyance from the north Church but can be handled as part of the Grading Permit tion of the existing drainage swale from the Mercy Hill Plans will require updates to ensure erosion does not occur for exceed a maximum of three to one or thirty three percent grade. within typical engineering standards with slopes that do not Grading activity will not create unstable conditions and are to anticipated are such if or habitat; wildlife and wildlife landscapes, environment,adversely affect the scenic quality of Rochester or the natural esidential. Rensity Dow LFuture Land Use, identified with the consistent IUP200-3CD202 293 Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,294 Miles120 Application LocationRochester City Limit Legend Ü Location Map the GIS user communityCommunity, Esri, HERE, Garmin, (c) OpenStreetMap contributors, and(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserNRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri SS 295 DENOTES SETBACK LINEDENOTES EASEMENT LINECALLED AT 651-649-5451.IF GROUNDWATER UPWELLING IS EXPERIENCE DURING CONSTRUCTION, THE MN STATE DUTY OFFICER SHALL BEEROSION.SOME SLOPES ON SITE EXCEED 4:1. SLOPES STEEPER THAN 4:1 SHALL BE STABLE FROM LAND SLIDING AND SURFACEAND UTILITY CONSTRUCTION" BY THE CITY OF ROCHESTER.UTILITIES CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICAITONS FOR STREETOF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEWCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPEROF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETYSAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEMAINTAIN MINIMUM 1.5' VERTICAL SEPARATION BETWEEN SEWER (SANITARY AND STORM) AND WATER MAIN.THE BEGINNING OF CONSTRUCTION.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TOPRIOR TO CONSTRUCTION. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING UTILITIES.THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE ENGINEERING DEPARTMENTS AND UTILITY COMPANIES 72 HOURSDISPOSED OF OFF-SITE. THE CONTRACTOR SHALL IMPORT SUITABLE MATERIAL AS NEEDED.RESPONSIBLE FOR DETERMINING THE EARTHWORK QUANTITY ON THIS SITE. EXCESS MATERIAL, IF ANY SHALL BETHE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. THE CONTRACTOR ISPROJECT SITE.RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THEELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS. THE CONTRACTOR SHALL BEALL PROPOSED ELEVATIONS ARE TO TOP OF PAVING OR FINISHED GRADE, UNLESS NOTED OTHERWISE. PROPOSEDUNDERGROUND UTILITIES.CONTRACTOR IS RESPONSIBLE FOR ALL SITE CLEARING, GRUBBING AND REMOVALS. COORDINATE THE REMOVAL OF THE AREA DRAINS TO. THE AREA EVENTUALLY DRAINS TO AN UNNAMED CREEK SOUTH OF THE SITE).(THERE IS NO IMPAIRED OR SPECIAL WATERS WITHIN 1 MILE THAT REMAIN AND CONVEY STORMWATER TO THE POND. BASINS WILL BE ROUTED TO A STORM SEWER SYSTEM THAT FLOWS TO THE POND. DRAINAGE SWALES WILL ALSOSTORMWATER POND WILL BE EXCAVATED AND EXPANDED TO ACCOUNT FOR THE ADDITIONAL IMPERVIOUS. CATCHCAPTURES MUCH OF THE SITE. ONCE THE DEVELOPMENT OF THE ROADS AND HOUSES TAKES PLACE, THESTORM WATER RUNOFF WILL BE ROUTED THROUGH DRAINAGE SWALES TO A STORMWATER POND THAT ALREADYTEMPORARY OR PERMANENT EROSION CONTROL PLANS MADE DURING CONSTRUCTION.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES AND TIMES), AND DOCUMENTATION OF ANY CHANGES TO THERECORDS, WHICH INCLUDE DATE AND TIME OF INSPECTIONS, DATES OF RAINFALL EVENTS, FINDINGS OF INSPECTIONS,ARE DISCOVERED, THEY SHALL BE REPAIRED OR REPLACED. THE CONTRACTOR SHALL MAINTAIN INSPECTIONRAIN EVENTS FOR DAMAGE TO EROSION CONTROL DEVICES. IF DAMAGED OR INEFFECTIVE EROSION CONTROL DEVICESTHE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTERAFFECTED AREAS CLEANED.CONSTRUCTION TRAFFIC ONTO PUBLIC RIGHT OF WAY SHALL BE REMOVED BY THE END OF EACH WORK DAY ANDREMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. ANY TRACKING OF SEDIMENT OR DEBRIS FROMANY DEPOSITING OF SEDIMENT OR DEBRIS ON NEW OR EXISTING PAVEMENT, OR IN EXISTING STORM SEWERS SHALL BETHE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY UNTIL ACCEPTANCE OF THE WORK BY THE OWNERS.REQUIRED THAT THE CONTRACTOR INSTALL A STABILIZED VEHICLE EXIT TO KEEP SEDIMENT TRACKING TO A MINIMUM.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SEDIMENT DOES NOT LEAVE THIS SITE. IT IS9.CONNECTION TO A SURFACE WATER OR OUTLET.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER8.WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER.WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATERWATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZEDTHE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS7.TACKED INTO PLACE.APPLIED AT A RATE OF 30.50 LBS/ACRE. AFTER SEEDING, CAT 3 EROSION CONTROL BLANKET SHALL BE PLACED ANDSEEDED AND COVERED WITH CATEGORY 3 EROSION CONTROL BLANKET. TEMPORARY SEED MIX 22-111 SHALL BEWHERE FINAL STABILIZATION IS NOT COMPLETED BY NOVEMBER 15TH, ALL DISTURBED AREAS SHALL BE DORMANT6.MATERIAL TYPE I AT 2 TONS / ACRE ON ALL DISTURBED CONSTRUCTION AREAS.AT A RATE OF 220 LBS/AC, TYPE 1 FERTILIZER WITH A COMPOSITION OF 0-10-20 AT A RATE OF 350 LBS/AC, AND MULCHPERMANENT VEGETATIVE COVER. PERMANENT EROSION CONTROL WILL BE ACHIEVED BY USING SEED MIXTURE 25-131TEMPORARILY OR PERMANENTLY CEASED. A MINIMUM DEPTH OF FOUR (4) INCHES OF TOPSOIL IS REQUIRED FOR ALLIN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASSHOWN IN PLANS. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUTPERMANENT STABILIZATION - ALL DISTURBED PERVIOUS AREAS SHALL BE SEEDED UNLESS OTHERWISE NOTED OR5.STRAIGHT.TONS PER ACRE OF STRAW. THE STRAW MULCH IS TO BE TACKED INTO PLACE BY A DISK WITH THE BLADES SET NEARLY22-111 APPLIED AT THE RATE OF 30.50 LBS PER ACRE. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH TWO (2)NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED SHALL BE MIXACTIVITY TEMPORARILY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHTEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED SOIL AREAS OF THE SITE WHERE CONSTRUCTION4.- PER MPCA GUIDELINES - LOCATION TO BE COORDINATED BY CONTRACTOR.CONCRETE WASHOUT AREA - PER CITY STANDARD PLATE NO. 7-06 TEMPORARY ROCK CONSTRUCTION ENTRANCE- PER CITY OF ROCHESTER STANDARD PLATE NO. 7-05 INLET PROTECTION - PER CITY OF ROCHESTER STANDARD PLATE NO. 7-03 DITCH CHECK - PER CITY OF ROCHESTER STANDARD PLATE NO. 7-01 SILT FENCE FINAL STABILIZATION HAS BEEN ESTABLISHED.THE STATE, SHALL BE ESTABLISHED BEFORE LAND DISTURBING OPERATIONS BEGIN AND SHALL REMAIN IN PLACE UNTILSEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S), WHICH PREVENT SEDIMENT FROM ENTERING A WATER OF3.COUNTY.CONTROL AGENCY (MPCA) STORMWATER MANUAL AND THE REGULATIONS OF THE CITY OF ROCHESTER AND OLMSTEDALL EROSION CONTROL AND SILTATION CONTROL SHALL COMPLY WITH THE SITE'S SWPPP, THE MINNESOTA POLLUTION2.NPDES PERMIT WILL BE REQUIRED FOR THIS PROJECT.AN NPDES PERMIT SHALL BE APPLIED FOR BY THE OWNER AND CONTRACTOR IF DISTURBED AREA EXCEEDS 1 ACRE. AN1. GRADING, & GENERAL NOTES:DENOTES ROAD CENTERLINEDENOTES CONCRETE SURFACINGDENOTES BUILDINGDENOTES BITUMINOUS SURFACINGDENOTES EXISTING FENCE - CHAIN LINKREPORT DATED MAY 2023WETLAND BOUNDARIES PER WIDSETHDENOTES EXISTING FENCE - WOODDENOTES EXISTING PLATTED LINEDENOTES EXISTING TREEDENOTES EXISTING RCP CULVERTDENOTES EXISTING BITUMINOUSDENOTES EXISTING ELECTRIC LIGHT POLE E DENOTES EXISTING UNDERGROUND FIBER OPTICDENOTES EXISTING EASEMENTDENOTES EXISTING WATER SHUT OFFDENOTES EXISTING STORM APRONDENOTES EXISTING ELECTRIC TRANSFORMERDENOTES EXISTING ELECTRIC PEDESTALDENOTES EXISTING ELECTRIC METER EG DENOTES EXISTING GAS METER T DENOTES EXISTING UNDERGROUND TELEPHONEDENOTES EXISTING UNDERGROUND GASDENOTES EXISTING TELEPHONE PEDISTAL DENOTES EXISTING ELECTRIC POLEDENOTES EXISTING CONCRETEDENOTES EXISTING HYDRANTDENOTES EXISTING WATER VALVEDENOTES EXISTING STORM CATCH BASIN SST DENOTES EXISTING STORM MANHOLEDENOTES EXISTING SANITARY MANHOLE W DENOTES EXISTING UNDERGROUND ELECTRIC WSSS DENOTES PROPERTY BOUNDARYDENOTES EXISTING SANITARY SERVICEDENOTES EXISTING WATER SERVICEDENOTES EXISTING WATER MAINDENOTES EXISTING STORM SEWERDENOTES EXISTING SANITARY SEWER EXISTING FEATURES LEGEND SEC. 9 DENOTES PROPOSED DRAINAGE ARROW1035.00(UNLESS OTHERWISE NOTED)DENOTES PROPOSED GUTTER OR FINISH ELEV.1035DENOTES PROPOSED CONTOUR ANNOTATIONDENOTES CONSTRUCTION LIMITS PROPOSED FEATURES LEGENDAND PROPOSED FINISHED SURFACES.UPON THE COMPARISON OF THE EXISTINGEARTHWORK QUANTITIES ARE BASED1,545 C.Y.NET FILL95,151 C.Y.FILL93,606 C.Y.EARTHWORK R 14 WT 107 N"NOT TO SCALE"VICINITY MAP NORTH80SCALE ( IN FEET )0THE START OF ANY CONSTRUCTION AND COORDINATE ALL WORK WITH THE RESPECTIVE UTILITY COMPANIES.BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST A GOPHER STATE ONE CALL PRIOR TOADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON THE PLAN THAT MAY BE REQUIRED TOALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THERE MAY BE CAUTION 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 1 PHASE 1 - OVERALL GRADING PLAN ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:43:50 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023TO MAINTAIN MIN 7' COVERABOVE NEW SANITARY MAINCONTRACTOR TO FILLLFE = 1132.75TOP FND = 1140.25GFE = 1139.75LOT 38LFE = 1128.00TOP FND = 1135.50GFE = 1135.00LOT 37LFE = 1120.75TOP FND = 1128.25GFE = 1127.75LOT 36LFE = 1116.25TOP FND = 1123.75GFE = 1123.25LOT 35LFE = 1112.00TOP FND = 1119.50GFE = 1119.00LOT 34LFE = 1108.25TOP FND = 1115.75GFE = 1115.25LOT 33LFE = 1105.50TOP FND = 1113.00GFE = 1112.50LOT 32LFE = 1104.00TOP FND = 1111.50GFE = 1111.00LOT 31LFE = 1104.25TOP FND = 1111.75GFE = 1111.25LOT 30LFE = 1104.75TOP FND = 1112.25GFE = 1111.75LOT 29LFE = 1104.25TOP FND = 1111.75GFE = 1111.25LOT 28LFE = 1101.50TOP FND = 1109.00GFE = 1108.50LOT 27LFE = 1096.00TOP FND = 1103.50GFE = 1103.00LOT 26LFE = 1090.00TOP FND = 1097.50GFE = 1097.00LOT 25LFE = 1085.00TOP FND = 1092.50GFE = 1092.00LOT 24LFE = 1077.25TOP FND = 1084.75GFE = 1084.25LOT 23LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 22LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 21LFE = 1076.25TOP FND = 1083.75GFE = 1083.25LOT 20LFE = 1077.75TOP FND = 1085.25GFE = 1084.75LOT 19LFE = 1079.50TOP FND = 1087.00GFE = 1086.50LOT 18LFE = 1083.50(STEPPED)TOP FND = 1087.00-1089.00GFE = 1086.50LOT 17LFE = 1085.50(STEPPED)TOP FND = 1089.00-1092.00GFE = 1088.50LOT 16LFE = 1089.25(STEPPED)TOP FND = 1092.75-1095.00GFE = 1092.25LOT 15LFE = 1094.25(STEPPED)TOP FND = 1097.75-1100.00GFE = 1097.25LOT 14LFE = 1099.75TOP FND = 1003.25GFE = 1102.75LOT 13LFE = 1100.75TOP FND = 1108.25GFE = 1107.75LOT 12LFE = 1107.75TOP FND = 1111.25GFE = 1110.75LOT 11LFE = 1108.50TOP FND = 1112.00GFE = 1111.50LOT 10LFE = 1109.00TOP FND = 1112.50GFE = 1112.00LFE = 1111.50TOP FND = 1115.00GFE = 1114.50LFE = 1112.75TOP FND = 1116.25GFE = 1115.75LFE = 1116.00TOP FND = 1119.50GFE = 1119.00LOT 6 - 5369LFE = 1116.25TOP FND = 1123.75GFE = 1123.25LFE = 1120.50TOP FND = 1128.00GFE = 1127.50LFE = 1124.00TOP FND = 1131.50GFE = 1131.00LFE = 1127.75TOP FND = 1135.25GFE = 1134.75LFE = 1131.50TOP FND = 1139.00GFE = 1138.5020' D.E.20' D.E.20' D.E.20' D.E.20' D.E.20' D.E.30' U.E.10' U.E.10' U.E.FOCFOCFOCFOCFOCFOCFOCFOCFOC FOC FOCFOCFOCFOCFOCFOCUGEUGEUGEGASGASGASGASGASGASGASGASGASGASUGEHT1144114411431143114311421142114211411141114111391139113911381138113711371137 1136113611361134113411341134113411341134113411331133113311331133113311331133113311321132113211321132113211321132113211311131113111311129112911291129112911281128112811281128112711271127112711271126112 6112611261126112611241124112411241124112411231123112311231123112311231122112211221122112111211121112111211121112111191119111911181118111811171117111611161116111611161114111411141113111311131113111311 1211121112111211111111111111111109110911091109110911081108110811081108110811071107110711061106110611061106110411041104110411041103110311031103110211021102110211011101110111011099109910991099109810981 0981098109810971097109710971096109610961096109410941093109310931093109310931092109210921092109110911091109110911089108910891089108910891088108810881088108710871087108610861086108610861084108410841084 1084108310831083108310831083108210821082108210811081108110811081108110811079107910791078107810781078107810781078107710771077107710771077107710771077107610761076107610761076107610741074107410741074107 4107410731073107310731073107310731072107210721072107210721072107110711071107110711071106910691069106910691069106910691069106910691068106810681068106810681067106710671067106710671067106710671066106610 6410631062106111451145114011401140114011401135113511351135113011301130113011251125112511251125112511201120112011151115111511151110111011101105110511051105110511051100110011001100110010951095109510951 090109010901090109010901085108510851085108510851085108010801080107510751075107510751075107510701070107010701070107010701070107010651065DYH W SBSBSBSBTTVHTOSWTT W SSTTHTTTTSBSBSBSBSBSBSBSBSBSSWSWSSSWS SSSSWS WS 296 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 2 PHASE 1 GRADING PLAN - NORTHWEST CORNER ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:44:14 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 1:3-17.2%-0.4%-11.2%-9.2%-17.9%-2.2%-2.4%-2.0%-2.5%-2.8%-2.8%-5.0%-4.3%-7.3%-7.0%-16.4%1:5-2.0%-8.7%-11.0%1:51:41:41:41:4-16.6%1:4-17.3%1:4-4.8%1:5-11.5%-9.8%-18.1%-6. 8%-14.2%-7.5%-7.7%-10.8%-3.3%-7.1%-6.8%-6.4%1:4-5.2%1:4-6.8%1:4-6.0%1:81:5-6.1%-8.6%1:5-10.4%-15.6%-5.4%-4.7%-8.5%-5.8%-4.7%-4.7%-3.4%-3.4%-4.0%-14.1%-12.1%-11.6%-4.3%-11.0%-11.0%37TH AVE. NWWINESAP DR. NWWINESAP DR. NW37TH AVE. NW 1124.831126.781128.431130.321132.201134.101136.051137.791138.471137.741134.281131.891127.161124.83 114411451143114211411139113811371140113211311129112 8112711261124112311221121111911181130112511201133113811371136113411331132113111291128112711261124113511301125114311421141113911381137113611341140113511441144114411431142114111391138113711371136113611 361136113411341133113311331132113211321131113111311129112811281127112611261124112311221122112111211119111811451140113511351130112511201120 EX 1119.47EX 1123.75EX 1135.36EX 1141.951132.751128.001134.1 41126.571127.501131.001124.711126.371127.501127.501130.571132.561130.371129.001131.001131.00LFE = 1132.75TOP FND = 1140.25GFE = 1139.75LOT 38LFE = 1128.00TOP FND = 1135.50GFE = 1135.00LOT 37LFE = 1120.75TOP FND = 1128.25GFE = 1127.75LOT 36LFE = 1120.50TOP FND = 1128.00GFE = 1127.50LOT 4LFE = 1124.00TOP FND = 1131.50GFE = 1131.00LOT 3LFE = 1127.75TOP FND = 1135.25GFE = 1134.75LOT 21127.111134.501137.601134.341138.051134.751134.751138.501138.501138.501138.50LFE = 1131.50TOP FND = 1139.00GFE = 1138.50LOT 11131.001131.501131.501127.251127.751127.751123.381124.00112 4.001119.951120.501120.501124.021132.501135.001135.001137.521139.751139.751138.501139.751138.701135.701136.251132.751129.891130.461128.001126.911127.751127.751120.751125.251120.751124.271127.751127.7 5 FOC FOC FOCFOC FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUG EUGEUGEUGEUGEUGTHT114411441143114311421142114111411139113911381137113711361136113411341134113411331133113311321132113211261123112211211145114511401140114011401135113511351125DYH W SBSBSBTTVHTTT W SWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSSSSSSSSSSSWSWSSSSSWS WS 297 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 3 PHASE 1 GRADING PLAN - NORTHWEST CENTER ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:44:32 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 1107.05-2.0%-3.9%-3.9%-2.0%-2.1%-8.4%-2.0%-3.0%-2.9%-7.3%-6.9%-2.0%-2.4%1:61:5-4.2%-3.2%-13.7%-9.2%-5.4%-5.4%-7.0%1:31:4-4.8%-2.0%-2.0%-2.0%-8.7%1:41:5-10.7%1:41:41:31 :41:31:31:3-2.2%1:5-2.0%-2.0%-2.0%-2.0%-2.0%-5.8%-3.7%-5.2%-6.8%-8.4%-8.5%-7.4%1:4-2.0%-2.0%-2.0%-4.9%-2.0%-2.0%-2.0%-10.6%-7.7%1:4-7.1%-6.0%-3.8%-7.5%-7.5%-7.5%-10.4%-14.9%1:5-8.6%1:5-9.0%-6.1%-13.7 %-13.3%-7.8%-6.4%-14.1%-17.8%-10.6%-12.4%-11.8%-10.5%-3.8%-16.2%-9.5%-6.0%-8.5%-7.7%-6.2%-12.1%-11.0%-3.9%-17.8%-7.5%-7.5%-7.5%-7.5%-7.3%-2.8%-7.5%-7.3%-7.3%1109.711109.921110.171109.791111.761110.82 1114.491112.971120.461122.581124.831126.781127.161124.831118.491116.441114.611113.061111.831110.881110.201109.811109.70 1119111811171116111411131112111111091108110711061115111011051128112711261124112 3112211211119111811171116112511201115112411231122112111191118112011161108110711061105110411031102110110991100112411231122112111191118111711161114111311121111110911081120111511101133113211311129112611 241127112611241122111911181117110911091125112011241123112211211119111811181117111711161116111411141114111411131113111211121111111111091108110711061104110311021101109910981120111511151110111011051100 EX 1113.61EX 1115.91EX 1116.13EX 1115.14EX 1116.11EX 1118.25EX 1119.471118.351114.341111.511110.751110.291105.501116.001112.75EO 1109.751111.501126.571122.581118.351115.401113.651109.211111.651112.0 01111.501112.001114.501115.751119.001123.251127.501111.501110.751112.321114.361116.041120.251124.711110.751111.521114.001115.281118.231122.801126.371123.251123.251127.501127.50LFE = 1120.75TOP FND = 1128.25GFE = 1127.75LOT 36LFE = 1116.25TOP FND = 1123.75GFE = 1123.25LOT 35LFE = 1112.00TOP FND = 1119.50GFE = 1119.00LOT 34LFE = 1108.25TOP FND = 1115.75GFE = 1115.25LOT 33LFE = 1105.50TOP FND = 1113.00GFE = 1112.50LOT 32LFE = 1104.00TOP FND = 1111.50GFE = 1111.00LOT 31LFE = 1104.25TOP FND = 1111.75GFE = 1111.25LOT 30LFE = 1108.50TOP FND = 1112.00GFE = 1111.50LOT 10LFE = 1109.00TOP FND = 1112.50GFE = 1112.00LOT 9LFE = 1111.50TOP FND = 1115.00GFE = 1114.50LOT 8LFE = 1112.75TOP FND = 1116.25GFE = 1115.75LOT 7LFE = 1116.00TOP FND = 1119.50GFE = 1119.00LOT 6 - 5369LFE = 1116.25TOP FND = 1123.75GFE = 1123.25LOT 5LFE = 1120.50TOP FND = 1128.00GFE = 1127.50LOT 41122.581127.111119.951120.501120.501120.051120.701116.251115.891116.54 1116.001114.411115.061112.751112.401113.051111.501110.661111.311110.751108.211110.751124.021117.501114.001109.751104.951103.451103.551122.721120.601109.911126.911127.751127.751120.751125.251120.75112 4.271127.751127.751121.481123.251123.251116.251120.701116.251118.051123.251123.251118.151119.001119.001112.001116.501112.001114.551119.001119.001113.261115.251115.251108.251113.251108.251110.301115.2 51115.251110.041112.501112.501105.501112.501112.501109.111111.001111.001104.001104.001111.001111.001109.241111.251111.251104.251104.251111.251111.251111.501114.501115.751115.751114.501112.001111.5011 18.351119.001116.301119.00 20' D.E.20' D.E.20' D.E.10' U.E.FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOCFOCFOC FOCGASGASGASGASGASGAS113311321131112911281127112611241123111911181 11611161114111411131113111211111111110911091108110811071106110411031102110110991098109711301125112011151115111011101105110511051100SBSBSBSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSS SSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWS WS 298 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 4 PHASE 1 GRADING PLAN - WEST CENTER ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:44:50 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 1107.05-14.1%1:4-7.7%-7.2%-2.0%-12.5%-2.0%-2.9%-5.9%-8.1%-2.6%-2.0%-2.4%-2.8%-1.9%-10.2%-9.5%-8.2%1:4-17.0%-16.2%-15.5%-12.7%-11.9%1:41:4-4.7%-10.4%1:31:4-2.0%1:51:3-2 .0%-2.0%1:31:3-2.2%-2.0%-2.0%-2.0%-2.0%-2.0%1:31:41:31:4-5.2%-5.4%-13.4%-13.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%1:41:3-3.8%-13.4%-12.3%-11.0%-9.1%-10.9%-6.1%-8.3%-4.6%-4.8%-5.8%1:4-2.0%-2.0%-2.0%1:4 -7.5%-6.4%-5.2%-4.8%-3.6%-3.1%-6.4%-19.8%1:51:51:5-13.8%-11.7%1:51:4-17.9%-14.4%-3.5%-3.8%-16.2%-17.8%-15.3%-13.5%-14.0%-15.6%-5.6%-6.4%-7.5%-7.5%-7.3%-7.3%-7.4%-4.7%-3.0%37TH AVE. NWBLOSSOM ST. NW 1110.551110.461110.141109.601107.951105.451102.451099.451096.461093.731091.341089.301090.621088.681095.541092.911101.461098.461107.191104.461109.751108.831111.001109.711109.921109.70 109410931092109110891088108710861090108511031102110110991098109710961094110010951104110311021101109910981097109610941100109510891088108710861084108310821081108510821081107910781077108011081107110611 0411031102110110991105110011091107110611041103110211011099109810971096109410931092109111101110110511001095109011121112111211081107110611041103110211011099109910981098109710971096109610941094109310931 09210911089108910881088108710871086108610841084108310831110111011051100109510951090109010851085 1110.571107.421102.581097.901093.031093.291093.551098.431098.171101.011105.85EX 1097.32EX 1100.22EX 1103.59EX 1112.34EX 1112.34EX 1107.76EX 1113.611110.291110.611111.001107.841102.461096.461099.751094.131108.241099.351104.451107.75EO 1109.751109.211111.501111.501110.75LFE = 1104.25TOP FND = 1111.75GFE = 1111.25LOT 30LFE = 1104.75TOP FND = 1112.25GFE = 1111.75LOT 29LFE = 1104.25TOP FND = 1111.75GFE = 1111.25LOT 28LFE = 1101.50TOP FND = 1109.00GFE = 1108.50LOT 27LFE = 1096.00TOP FND = 1103.50GFE = 1103.00LOT 26LFE = 1090.00TOP FND = 1097.50GFE = 1097.00LOT 25LFE = 1085.00TOP FND = 1092.50GFE = 1092.00LOT 24LFE = 1089.25(STEPPED)TOP FND = 1092.75-1095.00GFE = 1092.25LOT 15LFE = 1094.25(STEPPED)TOP FND = 1097.75-1100.00GFE = 1097.25LOT 14LFE = 1099.75TOP FND = 1003.25GFE = 1102.75LOT 13LFE = 1100.75TOP FND = 1108.25GFE = 1107.75LOT 12LFE = 1107.75TOP FND = 1111.25GFE = 1110.75LOT 11LFE = 1108.50TOP FND = 1112.00GFE = 1111.50LOT 101108.211110.751087.031093.031099.251100.951103.701103.801103.551109.911110.761109.241 111.251111.251104.251104.251111.251111.251109.081111.751111.751104.751104.751111.751111.751109.361111.251111.251109.751104.251104.251111.251111.251107.641108.501108.501105.421101.501101.501108.501108 .501102.261103.001103.001096.001099.601096.001099.801103.001103.001092.001092.001091.221096.261097.001097.001090.001085.001092.001085.001087.581092.001093.701090.001093.581097.001097.001092.251096.78 1102.401107.241110.451091.901092.251094.501092.891094.431097.251092.251110.751107.751102.751097.251110.031107.751106.251106.901102.651101.411097.251099.431097.771099.751102.061102.751102.751107.75110 7.751110.751110.751111.501111.50 20' D.E.10' U.E.FOCFOCFOCFOCFOCFOCFOCUGTUGTUGEUGEUGEUGTUGTUGTUGTUGTUGT111611131113111211111109110811081107110711061106110411041103110311021102110111011099109910991098 109810981097109710971096109610961094109410931093109210911091108910891084108310811077111011051105110011001100109510951095109010901085TTHTTTTSBSBWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSSSSSWS WSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWS WS 299 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 5 PHASE 1 GRADING PLAN - SOUTHWEST ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:45:10 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023-10.0%-10.4%-10.0%1:41:4-10.0%-12.3%1:41078.211:4-1.4%1:51:51:31:31:5-2.0%-2.0%-2.4%-2.0%-2.0%-2.0%-9.6%-2.0%-7.7%-9.7%-6.9%-2.0%-7.2%-2.0%-2.0%-4.3%-3.9%-2.0%-2.0%-13. 0%-8.0%-14.0%-5.4%-10.6%-8.7%-6.3%-12.8%-13.0%-11.9%-6.5%-2.0%-6.4%-9.5%-5.1%-4.6%-2.0%1:5-12.4%-9.6%-16.4%-12.4%1:31:41:4-5.4%-3.9%-11.5%1:5-2.0%1:41:31:31:5-13.0%-13.4%-12.0%-11.5%-5.3%-5.4%-2.0%-2 .0%-7.5%-2.0%-2.0%-2.0%-11.0%-8.3%-6.9%-9.2%-6.3%-3.4%-2.5%-2.8%-5.4%-9.1%-3.1%-3.1%-3.0%-2.2%-4.7%-3.0%-2.3%-3.3%-3.3%-3.3%-16.5%-7.5%1:4-11.7%-12.5%-11.9%-17.9%1:5-12.3%-13.3%1:41:5-10.9%-2.0%-4.0% TO MAINTAIN MIN 7' COVERABOVE NEW SANITARY MAINCONTRACTOR TO FILLEX 1074.751074.751074.75EX 1076.45EX 1075.10EX 1067.56EX 1077.91EX 1076.00EX 1074.00EX 1072.69EX 1072.97EX 1074.42EX 1075.63EX 1075.00EX 1081.821091.341089.301083.441082.471081.911081.751081.741081.901082.221082.531082.901083.221084.101083.781084.991084.471087.121085.911090.621088.68 107810791078107710761074107310 7510741073107210711069107510701084108310821082108210811081109010851094109310921091108910891089108810871086108410831082108110791078107810771076107610741074107410731073107210721071107110691069106810681 06710671066106610641064 1063 1063106210621061106110591059105810581057105610901090109010851080107510751070107010651065106010601055 1093.031089.901087.031079.741078.881086.781087.181090.171093.291087.4 91090.431093.55EX 1086.58EX 1091.11EX 1094.04EX 1097.321083.501084.251084.251084.751085.251085.801089.361086.501087.671090.241079.751082.501082.501082.501084.30LFE = 1085.00TOP FND = 1092.50GFE = 1092.00LOT 24LFE = 1077.25TOP FND = 1084.75GFE = 1084.25LOT 23LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 22LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 21LFE = 1076.25TOP FND = 1083.75GFE = 1083.25LOT 20LFE = 1077.75TOP FND = 1085.25GFE = 1084.75LOT 19LFE = 1079.50TOP FND = 1087.00GFE = 1086.50LOT 18LFE = 1083.50(STEPPED)TOP FND = 1087.00-1089.00GFE = 1086.50LOT 17LFE = 1085.50(STEPPED)TOP FND = 1089.00-1092.00GFE = 1088.50LOT 16LFE = 1089.25(STEPPED)TOP FND = 1092.75-1095.00GFE = 1092.25LOT 151077.251074.181075.501083.801083.051092.001092.0010 76.481077.251084.251084.251085.001092.001085.001087.581092.001075.501073.951075.501082.501082.501083.251083.251082.501075.501074.531076.251076.251077.751084.751084.751084.751077.751077.321079.501079. 501086.501086.501086.501084.901088.491084.451086.501086.501085.791086.501088.671088.501088.501091.671089.771091.431088.151088.501092.251092.251094.501092.891092.25 20' D.E.20' D.E.30' U.E.FOCFOCUGEUGE10931093109310921092109210911091108910891088108810871087108610861084108310831082108210811081107910791079107810781078107810771077107710771076107610761076107410741074107410741073107310 731072107210721071107110691069106910691069106910681068106810681067106710671067106610661064106310621061109510901090108510851080108010751075107510751075107010701070107010651065SSBSBSBSSSSWSWSWSWSWSSSSS WSWSWSSSSSWSWSWSSSSSWSWSWSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSWSWSSSSSSSSSSSSSWSWSWSWSWSWSWSSSSSSSSSSSSSSSSSWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSWS SB 300 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 6 PHASE 1 GRADING PLAN - POND ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:45:21 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023-10.0%1:4-10.0%1:41:3-10.0%-10.0%-10.4%-10.0%1:41:4-10.0%1:31:51:2-17.5%-11.8%-16.8%-2.4%-10.6%-4.6%1:51:3-7.5%-16.5%-7.5%-17.9%-10.9%-2.0%EX 1069.63EX 1084.56EX 1076.45EX 1075.10EX 1074.00EX 1061.97EX 1064.00EX 1063.98EX 1062.94EX 1067.56EX 1077.91 10791078108010811074107310801074107310721071106910751070108610841083108210811079108510801073107310731072107210 7210711071107110691069106810681067106710661066106610641064106410641063 1063 106310621062106210611061105910591058105810571056107010701065106510651065106010601055 LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 211075.501082.501075.501074.53 20' D.E.1078107810771077107610761074107410731073107210721072107110711069106910691069106910691068106810681068106810681067106710671067106710671 0671067106710661066106410631062106110751075107010701070107010651065 SB 301 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 7 PHASE 1 GRADING PLAN - SOUTHEAST ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:45:31 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023-10.4%-10.0%1:41:31:31:51:21:31:4-17.5%-11.8%-16.8%-15.4%-2.4%-2.0%-14.0%-5.1%-4.6%1:31:4-11.5%1:51:3-7.5%-3.6%-3.1%-3.1%-3.0%-2.2%-2.0%-2.2%-2.8%-3.5%-7.3%-17.1%-16.5% -7.5%1:4-19.8%-13.8%-11.7%-12.5%-11.9%-17.9%-10.9%-2.0%-4.0%-6.4%-6.4%-6.4%-4.9%-2.9%-2.1%-2.2%-3.0%-2.5%-6.4%EX 1086.30EX 1075.86EX 1069.63EX 1084.56EX 1076.45EX 1075.10 1083108310831079107810851080 1087108110741073108010891088108710861090108510841083108210811085108210811079107810771076107410731080107510741073107210711069107510701092108810871086108410831082108110791085108010891088108710861084108 31082108110791078107710761074109010851080107510931092109110891095109010821089108910881087108610841084108310831074107310721072107110711069106910681068106710671066106610641064 1063 10631062106210611061 10591058109010901085107010701065106510601060 1079.751082.50LFE = 1077.25TOP FND = 1084.75GFE = 1084.25LFE = 1075.50TOP FND = 1083.00GFE = 1082.50LOT 22LFE = 1075.50TOP FND = 1083.00GFE = 1082.501077.251074.181075.501076.481077.251075.501073.951075.501082.501075.501074.53 20' D.E.1097109610931093109210921091109110891089108810881087108710861086108410831082108210811081108110791078107 810771077107610761074107410741073107210711069106910691069106810681067106710671090109010851085108010801075107510701070SB SB 302 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 8 PHASE 1 GRADING PLAN - EAST ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:45:41 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023-7.5%-7.5%-6.4%-5.2%-4.8%-3.6%-17.8%-15.3%-13.5%-14.0%-15.6%-7.5%-7.5%-7.5%-7.5%-7.5%-6.3%-6.4%-7.5%-7.5%-7.5%-7.5%-7.5%-7.5%-6.4%-7.5%-7.5%-7.5%-7.5%-7.5%-7.5%-6.4%-6.4%-7.5%- 7.5%-7.5%-7.3%-7.3%-7.4%-4.7%-3.0%-6.4%-14.0%-7.5%EX 1118.33EX 1098.05 10941093109210911089108810871086109010851103110211011099109810971096109411001095110711061105109410821114111311121111110911081107 1106110411031102110110991094109310921110110511001122112111191118111711141113111211111109110811071106110411031102110110991098109710961094108911201115111011051100109510901122111811171114111311111109110 8110611031102110110991098109710961120111011051100109511031102110110991098109710961094109310921091108910881087108610841083110010951090108511241123112211211119111911181118111711171116111611161114111311 12110911081108110711061106110411041104110311031103110211021102110111011101109910991099109810981098109710971097109610961096109410931084108310811125112011151115110511051105110011001100109510951085SB SB 303 NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 9 PHASE 1 GRADING PLAN - NORTHEAST ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/13/2023 9:45:55 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-DC-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 1:3-2.1%-2.1%-2.1%-2.1%-2.2%-2.4%-8.7%-11.0%-17.3%-3.8%-7.5%-7.5%-3.4%-3.4%-11.0%-3.9%-11.0%-5.1%-7.5%-7.5%-5.1%-7.5%-7.5%-3.1%-5.1%-7.5%-7.5%-7.5%-7.5%-7.5%-7.3%-2.8% -7.5%-7.3%-15.0%-3.2%1:3 WINESAP DR. NW EX 1131.65EX 1133.22 111911181117111611141113111211111115111011281127112611241123112211251132112711241123112111191118111711161114111311251120111511311129112811 2711261124112311221121111911301125112011331132113111311129112811261126112411231122112111361134113211311135113611361134113311331132113211311131113111291128112711261124113511351130112520' D.E.GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS11371136113411341133113311331133113311331132113211321132113211321131113111311129112911291129112811281128112811271127112711271126112611 241124112311231122111911181116111411131111110911081106110411401135113011301130112511251120111511101105SBSB ?304 properties?during?or?after?the?Interim??create?substantial?adverse?impacts?on?surrounding?that?the?activity?will?not?hich?may?include?financial?assurances)?applicant?has?given?the?City?adequate? assurances?(wlication?for?an?Interim?Use?Permit,?the?pursuant?to?Section?60.500.060I.2.c,?require?an?apptivities?that?the?City?Engineer?determines,?e.?If?the?application?related?to?land?disturbing?ac Not?applicable?nd?structures)?at?the?end?of?the?interim?use?period;?as?to?the?continued?existence?of?those?the?interim?use?be?removed?(unless?the?City?consente?terminated?and?any?structures?related? to?are?necessary?to?ensure?that?the?Interim?Use?will?bector?determines?that?such?assurance?assurance?adequate?if?the?Community?Development?Dirrances,?the?applicant?has?provided?financial?d.?Pursuant? to?Section?60.500.030E.7?Financial?Assu Alteration.??ed?with?the?Substantial?Land?There?is?no?construction?of?any?structures?associat Interim?Use?Permit;?a?useful?economic?life?longer?than?the?term?o f?the?construction?of?any?permanent?structure?with?c.?The?application?does?not?involve?or?require?the?ingle?family?residential.??are?no?Use-Specific?Standards?related?to?detached?sucture?height,?and? floor?area?ratio.?There?with?the?minimum?lot?width,?lot?area,?setbacks,?str?The?planned?residential?parcels?comply?level?approval?in?the?R-1?and?R-2?zoning?districts.s,?which?is?a?use-by-right?and?st aff?The?proposed?use?is?detached?single?family?dwelling ity?Development?Director;?interim?use?is?located,?as?determined?by?the?Communh?the?in?the?zoning?district?most?similar?to?that?in?whic60.300.02 0,?Use-Specific?Standardsandards?for?that?use?listed?in?Section?b.?The?proposed?use?complies?with?all?applicable?st on,?unrelated?to?rental?units.??The?purpose?of?the?interim?use?is?for?land?alterati ng?district?where?the?property?is?located;?Conditional?Use?of?the?property?allowed?in?the?zonithe?property?need?not?be?a?Permitted?or?60.500.030E.3.a.3),?except?that?the?interim?use?of?nd?the?criter ia?in?Section?Registration,?of?the?Rochester?Code?of?Ordinances?avisions?of?Chapter?7-5,?Rental?Unit?a.?The?application?complies?with?all?applicable?proomplies?the?following?criteria:?application,?or ?approve?it?with?conditions,?if?it?cnd?the?City?Council?shall?approve?the?The?Planning?Commission?shall?recommend?approval,?a??Avenue?NW.??th constructed?37esap?Drive?NW,?Blossom?Street?NW?and?the?ne wly?district.?Phase?1?will?connect?on?the?west?with?Winphase?is?planned?to?have?50?lots?in?the?R-2?zoning?of?38?lots,?in?the?R-1?zoning?district.?The?second?ped?in?two?phases,?with?the?first?phase?co nsisting?Avenue?NW.?The?subdivision?is?intended?to?be?develo?th Circle?NW?and?34?Street?NW?and?Mercy?Hill?Church,?and?west?of?Rome?th?Avenue?SW,?south?of?65 th and?a?is?located?east?of?the?Orchard?Ri dge?subdivision?single?family?residential?lots.?The?development?are?8.6-acre?residential?subdivision?and?consists?of?88The?proposed?development,?Mercy?Hill?Second,?is?a?2Development?Summary:???????ra tive?and?Suggested?Findings?for?Approval?Subject:?Mercy?Hill?Second?–?Interim?Use?Permit?NarFrom:?Adam?Pleschourt,?PE?ester?To:?Community?Development?Department?-?City?of?RochDate:?December?13,?2023? ?MEMO????SURVEYORS.?SCIENTISTS.?ENGINEERS.?ARCHITECTS Mercy?Hill?First?305?egins.??before?installation?of?underground?infrastructure?bh?moving?activities?are?completed?and?Interim?Use?will?be?completed?when?significant?eartan?be?identified?with?certaint y.?The?The?termination?date?cannot?yet?be?determined?but?c n?be?identified?with?certainty.??f.?The?date?of?event?that?will?terminate?the?use?ca different?spot?on?the?site.??struction,?it?will?just?be ?located?in?a?benefits?to?the?landscape?that?existed?prior?to?conpacted?will?still?provide?the?same?surrounding?it.?Lastly,?the?stream?that?is?being?ime?it?look?natural?with?the?landscape?restoration ?techniques?will?be?utilized?to?help?makwill?be?expanded?as?well,?but?site?case?with?the?existing?slopes.?The?stormwater?pond?roads?operational?which?is?not?the?steep,?but?the?slopes?will?be?adjusted ?to?make?the?t?it?can.?The?roads?will?still?be?designed?to?work?with?the?natural?landscapes?as?bested?to?offset?this.?The?site?is?trees?will?be?removed,?boulevard?trees?will?be?plantively?untouched.? Also,?while?wetland?and?the?woodland?around?it?will?remain?relaat?which?is?the?southwestern?also?be?realigned.?However,?the?main?wildlife?habit’?at?it’s?maximum.?A?stream?will?at?its?maximum?and?a?va lley?will?be?filled?about?10ill?be?cut?down?by?about?10-15?feet?trees?removed?as?part?of?this?project,?and?a?hill?wct?in?the?short?term.?There?will?be?There?will?be?an?effect?to?the?scenery?of?the?pr oje of?the?excavation?activity.?of?the?site?following?completion?reclamation?plan?provides?for?adequate?restoration?re?anticipated?to?occur,?the?environment,?wildlife?habitat;?or?if?such?effects?ar?t he?natural?landscapes,??adversely?affect?the?scenic?quality?of?Rochester?o 3)east.??ial?development?to?the?developments?to?the?west?and?the?commercial/industr1?to?R-2?will?provide?additional?bufferin g?between?osed?stepped?zoning?from?R-is?consistent?with?surrounding?properties.?The?prop-density?residential?which?Comprehensive?Plan.?The?land?is?currently?zoned?lowed?consistent?with?the?The?Interi m?Use?Permit?will?allow?the?land?to?be?us after?the?Interim?Use?Permit?period,?and?t?with?the?Comprehensive?Plan??allow?the?land?to?be?used?for?purposes?inconsisten 2)y?owners.??encumbrances?will?not ?be?placed?on?adjacent?propertd?in?the?new?development?and?as?all?drainage?ways?and?easements?will?be?containedship?on?surrounding?properties?north.?The?movement?of?material?will?not?create?harsting? infrastructure?to?the?west?and?parcels?and?road?networks?that?will?tie?in?with?exinecessary?to?create?buildable?than?10?vertical?feet.?The?movement?of?material?is?grade?in?some?areas?by?more?yards?of ?material?and?will?change?the?pre-existing?g?more?than?100,000?cubic?The?proposed?plan?will?alter?the?landscape?by?movin Use?period?or??Page?2?of?2?December?13,?2023?Memo? ?306?Earthwork?and?trucks?in?&?out?of?the?site?to?construct.?planning?staff.?It?was?determined?to?be?infeasible??Engineer,?and?discussed?at?length?with?the?City?Engineer,?Trafficsom?was??Widseth?Staf f?explained?that?the?extension?of?BlosBlossom?St?extending?father?east.?rk?had?shown??In?a?previous?meeting?for?the?GDP?–?the?road?netwohomes?the?developer?is?intending?to?construct.?and?what?types?o f??Widseth?staff?explained?the?Allowable?Uses?Tables??Allowed?uses?in?the?residential?districts.?topics:??Attendees?asked?questions?regarding?the?following?impacts,?and?environmental?features.??,?fut ure?impacts,?traffic?zoning,?permitted?uses,?street?layout?and?site?planation–?project?overview,?application?process,?Questions?/?Comments:?Adam?went?through?the?present?Jody?Wayne?–?Virtual?Attendee ??Robert?–?Virtual?Attendee??55901??Ken?Brown?–?5905?Silas?Dent?Road?NW,?Rochester,?MN?Ave?NW,?Rochester?th?Nicole?Brueck?(Telemark?Management)?–?6215?34,?MN?55901??Greg?&?Janet?Kemple?–?3732?Gala?La ne?NW,?Rochester?MN?55901??Rebecca?Collins?–?6194?Johnathan?Ln?NW,?Rochester,ster,?MN?55901??Carrie?&?Mark?Ostman?–?6120?Johnathan?Ln?NW,?RocheVanessa?Hines?–?Project?Engineer,?Widseth?eth?Attendees: ?Adam?Pleschourt?–?Project?Engineer,?Widsr?12,?2023?Meeting?Date/Time:?5:30-6:30?PM?on?Tuesday,?Decembe?Adam.Pleschourt@widseth.comEmail:??PH:?507-206-2151?eer?Contact?Information:?Adam?Pleschourt-?P roject?Enginsecond?phase.??phase?and?50?lots?in?the?subdivision?with?38?single?family?lots?in?the?firsthase?residential?(PIN?#:?087499).?The?applicant?is?proposing?a?two?p)?for?a?28.6-acre?parcel?and ?Interim?Use?Permit?(Substantial?Land?Alterationg?a?Major?Land?Subdivision?About:?Neighborhood?Meeting?for?discussion?regardin?Project?Location:?Lot?1,?Block?2,?Mercy?Hill?First??????Neighborhood?Inf ormation?Meeting?-?Minutes????? ?307 Meeting?closed?at?6:30.?traffic?officials?who?set?the?street?widths.??each?out?to?city?were?encouraged?to?attend?the?council?meeting?and?rhis.?Residents?and?the?road?not?being?wide?enough?to?acc ommodate?ted?to?Winesap??There?was?concern?about?Pulver?trucks?being?reroutg.??reach?out?to?the?City?and?attend?the?Council?meetinesidents?to??Widseth?acknowledged?the?concerns?and?encouraged?r?Ave?t h residential?to?37ial?through?the?new??Concerns?about?traffic?redirected?from?the?commerchomeowners?to?not?remove?the?flags?or?stakes.?idseth?asked?the?builder,?they?indicate?underground?utilities.? Wn?by?Widseth?and??Widseth?staff?explained?locates?have?been?called?i?Locates?and?utility?flags?parate?outlot.?boundaries?of?the?new?parcels,?and?will?not?be?a?sel?be?within?the??Widseth?staff?explai ned?the?drainage?easements?wil?Easements?district?will?dictate?what?can?be?constructed.??of?the?zoning?restricting?the?construction/size.?The?requirementson?of?covenants?homes?as?stick?frame?and?ther e?has?been?no?discussiis?to?construct?these??Widseth?staff?indicated?the?intent?of?the?builder?minimums?,?size?maximum?or??What?type?of?homes?and?sizes:?modular,?stick?builtbe?entirely?on?the?new?par cels.??ls,?the?drainage?will?For?existing?lots?just?to?the?west?of?the?new?parce?convey?the?runoff.?back?yards?of?the?lots?and?there?will?be?a?swale?toe?directed?to?the??Widseth?staff?explained?that? the?stormwater?will?b?Grading?as?it?relates?to?stormwater?management.?her?off-line?to?discuss?the?tree.??d?to?reach?out?to?that?is?on?the?property?line.?The?developer?may?neeabout?a?tree?removed.?The re?was?one?resident?that?was?concerned?rea?will?be??Widseth?staff?indicated?trees?in?the?development?a?Tree?removal?ite.??developer?to?use?the?fill?from?this?work?on?their?slace?for?the?attendees.?Ad am?explained?that?there?is?a?plan?in?pthe?rest?of?the?with?the?City?regarding?the?work,?they?shared?with?been?in?contact??Some?neighbors?were?aware?of?the?activity?and?had?ponds.?h?end?with?the??Ther e?is?some?work?currently?happening?on?the?sout?material?away.?significant?number?of?trucks?bringing?in?or?hauling,?without?a?placed?back?on?the?site,?with?the?intent?to?balanceremoved?will?be??Widset h?staff?explained?that?much?of?the?material? 308 309 There are no comments from this agency at this time. RPU Water Review12/15/2023 There are no comments from this agency at this time. RPU Electric Review12/18/2023 See attached comment in Accela software. Public Works Review12/28/2023 Agency did not submit comments. Closed By Script LGU1/4/2024 Fire Review12/19/2023 Agency did not submit comments. Closed By Script DNR1/4/2024 Agency did not submit comments. Closed By Script County Public Works1/4/2024 Agency did not submit comments. Closed By Script County Property Records1/4/2024 County Long Range Planning1/3/2024 There are no comments at this time from the E911 Addressing Division Staff. County GIS/E91112/15/2023 Agency did not submit comments. Closed By Script ResourcesCounty Environmental 1/4/2024 Building Plan Review12/14/2023 002IUP-CD2023Application No:Agency Review Comments 2of 1Page 1/4/2024 12:00:00 PM 310 .Sent to Planning Department via Accela only . is required for this IUPermit Prading and G Grading Plan 4. grading permit submittal.wetland areas being mitigated have proper wetland approvals for replacement if required with that . Provide documentation plansThis submittal has those two areas removed from the additional delineated wetland along the western parcel boundary within the existing wooded area. mittal of this project indicated the “stream” as a delineated wetland and an A previous sub 3. condition this channel will need to have proper design to ensure it is not a constant erosion issue.result in a channel that will create erosion and nuisance conditions. In the interim mass grading pond. Discharging that pipe overland will redirection will need to be piped from the North to theexisting ditch from the north to direct towards the swale to the pond. In a finished condition, this In an interim condition to build up Winesap Dr NW a pipe will need to be installed to discharge the 2. stream and is just a drainage ditch created by discharge from the church.The narrative for the IUP conditions indicates that a “stream” will be realigned. This is not a 1. wing are Public Works’ comments for this application: . The folloFarkland 100-3CD202 Interim Use PermitRochester Public Works has reviewed the application for 23/28/12DATE: Mercy Hill GDP)( Interim Use Permit Farmland LLC RE: Mark E. BakerFROM: 7090-Rochester, MN 55901 4001 West River Parkway NW, Suite 100 Community Development Planning 311 \[UNANIMOUS\] APPROVED RESULT: Cline A Robert ABSENT: Krull, John EischenEberhart, Joanne Crawford, Jeremy C Andrist, Jonathon P Schubring, Alissa T Moe, Aaron D Ruchi Gupta, Randy R AYES: Eberhart D Aaron Krull P Jonathon MOVER: findings and support outlined in the Community Development Memo dated January 10, 2024. the with 002IUP-CD2023 Permit Use Interim for approval of recommendation a forward to Motion commissioners. from questions answered Staff spoke representing the applicant. ,Adam Pleschcourt, Widseth consultant020PLAT. -002IUP and CD2023-presented the staff report for both CD2023 ,Jase Pater, planner for substantial land alterations.002IUP by Farmland LLC, -CD2023 No. Permit Use Interim approving Council to recommendation a Act: Official alterations land substantial for allow to LLC, Farmland by 002IUP-No.CD2023 Permit Use Interim 1.A) Recommendations and Reports 1) MINUTES Commission Zoning & Planning ROCHESTER, OF CITY 2024 10, January - Zoning & RESOLUTION312002IUPrequested by Farmland LLC.BE IT FURTHER RESOLVED, that the City approve Interim Use PermitNo. CD2023-criteria.preponderance of the evidence submitted at the public hearing that it has satisfied the above that, based upon the above-stated findings of fact, the Applicant has shown by a NOW,THEREFORE IT BE RESOLVEDby the Common Council of the City of Rochester hearing to consider this application and adopted the findings of fact and approved the WHEREAS, on February 5, 2024, the City of Rochester Common Council held a public the application and recommended approval.WHEREAS, on January 10, 2024, the City of Rochester Planning Commission reviewed meets the criteria in R.C.O §60.500.040 (subd. M) Interim UsePermit.to the Community Development memo dated January 10, 2024, and finds the proposal WHEREAS, the Council adopts the Planning Commission findings as described attached approval. WHEREAS, Farmland LLChas requested from the City of Rochester Interim Use PermitInterim Use Permit. WHEREAS, the City Engineer has determined the land disturbing activities requirean ten vertical feet.100,000 cubic yards of materials and to modify the existing grade in areas by more than WHEREAS, the applicant proposes to alter the landscape of the site by moving more than Subdivision approval to be known asMercy Hill.WHEREAS, Farmland LLC has requested From the City of Rochester Major Land Substantial Land Alterations, LocatedWest Of Rome Circle NW.Approving InterimUsePermitNo.CD2023-002 IUP, A Project To Allow For PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF313Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 314.ytilibaniatsuS?&?ytilibisnopseRlacsiF?dna?tnemeganaM?htworG?dna?ycnarbiV?cimonocE?fo?selpicnirp?eroC?nalP?evisneherpmoCseveihca?dna?nalP?tnempoleveD?lareneG?evitca?na?htiw?tnetsisnoc?si?talp?yr animilerp?desoporp?ehT:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiFtnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP.noitagilbo?dnalkrap?rieht?te em?llahs?tnacilppa?eht?,talP?laniF?eht?fo?noitadrocer?ot?roirP?.4.seman?teerts?esiver?ot?tnemtrapeD?gninnalPytnuoC?detsmlO?eht?htiw?etanidrooc?llahs?tnacilppa?eht?,noitacilppA?talP?laniF?a?fo?ecnatpe cca?ot?roirP?.3.UPR?fo?noitcafsitaseht?ot?snalp?ytilitu?eht?esiver?llahs?tnacilppa?eht?,noitacilppA?talP?laniF?a?fo?ecnatpecca?ot?roirP?.2.skroW?cilbuP?retsehcoR?yb?devorppaeb?llahs?nalP?tnemeganaM?r etawmrotS?dna?liviC?a?,noitacilppA?talP?laniF?a?fo?ecnatpecca?ot?roirP?.1:snoitidnoc?gniwollof?eht?ot?tcejbus?,noisividbuS?dnaL?rojaM?eht?fo?lavorppa?gnidnemmocer0-8?detov?noissimmoC?eht?,gniteem?noi ssimmoC?gninoZ?dna?gninnalP?,4202?,01?yraunaJ?eht?tA?.teef?lacitrev?net?naht?erom?yb?saera?ni?edarg?gnitsixe?eht?egnahc?lliw?dna?lairetamfo?sdray?cibuc?000,001?naht?erom?fo?gnivom?eht?edulcni?taht?sn oitaretla?dnal?rof?wolla?dluow?,devorppa?fi,hcihw?,PUI200-3202DC?.oN?timreP?esU?miretnI?htiw?yltnerrucnoc?gninnur?si?noisividbuS?dnaL?rojaM?sihT.3202?ni?devorppa?)PDG(?nalP?tnempoleveD?lareneG?lliH?y creM?regraleht?htiw?tnetsisnoc?si?noisividbuS?dnaL?rojaM?ehT?.WN?evA?ht73?detcurtsnoc?ylwen?eht?morf?WN?tS?ht56ot?ssecca?evah?lliw?tnempoleved?sihT?.cas-ed-luc?eno?fo?noitcurtsnoc?eht?dna?,WN?tS?moss olB?dna?WNrD?paseniW?fo?noisnetxe?eht?sedulcni?noisividbus?ehT?.dnoceS?lliH?ycreM?sa?nwonk?eb?ot?stoltuo?owt?dnastol?laitnediser?83?otni?serca?6.82?edividbus?lliw?taht?noisividbuS?dnaL?rojaM?a?gnisop orp?si?tnacilppa?ehT:evitarraN?tropeR.WN?riC?emoR?fo?tsew?detacol?,stoltuo?owt?dnastol?laitnediser?83?otni?serca?6.82?fo?noisividbus?eht?rof?,snoitidnoc?ruof?htiw?,dnoceS?lliH?ycreM?sa?nwonkeb?ot?,CL L?dnalmraF?yb?TALP020-3202DC?.oN?noisividbuS?dnaL?rojaM?gnivorppa?noituloseR?a?gnitpodA:detseuqeR?noitcA???4.GdnoceS?lliH?ycreM?sa?nwonk?eb?ot?,CLL?dnalmraFyb?TALP020-3202DC?.oN?noisividbuS?dnaL?roja M NOITCA?ROF?TSEUQER retaP?esaJ:RETNESERPsgniraeH?cilbuP:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 315 dnoceS?lliH?ycreM?TALP020-3202DC?-?noituloseRdnoceS?lliH?ycreM?TALP020-3202DC?-?setuniM?gniteeM?CZP?4202?,01?yraunaJdnoceS?lliH?ycreM?TALP020-3202DC?-?airetirC?SLMdnoceS?lliH?ycreM?TALP020-3202 DC?-?stnemmoC?weiveRdnoceS?lliH?ycreM?TALP020-3202DC?-?setuniM?gniteeM?noitamrofnI?doohrobhgieNdnoceS?lliH?ycreM?TALP020-3202DC?-?evitarraN?tnacilppAdnoceS?lliH?ycreM?TALP020-3202DC?-?tibihxE?noisivi dbuS?dnaL?rojaMdnoceS?lliH?ycreM?TALP020-3202DC?-?paM?noitacoL?etiSdnoceS?lliH?ycreM?TALP020-3202DC?-?paM?noitacifitoNdnoceS?lliH?ycreM?TALP020-3202DC?-?omeM?tnempoleveD?ytinummoC:stnemhcattA retaP?esaJ:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA.tcartnoC?renwO-ytiC?ro/dna?tnemeergAtnempoleveD?a?ni?deniltuo?eb?lliw?dna?repoleved?eht?fo?ytilibisnops er?eht?eb?lliw?stsoc?tnempoleved?llA:tcapmI?ecruoseR?&?lacsiF srenwoytreporp?gnirobhgien?ot?tnes?dna?repapswen?eht?ni?dehsilbup?eciton?gniraeh?cilbuP?:4202?,72?yraunaJnoitadnemmoceR?dna?tropeR?-?nois simmoC?gninnalP?:4202?,01?yraunaJlliH?ycreMPDG300-3202DC?.oN?nalP?tnempoleveD?lareneG?lliH?ycreM?-?lavorppA?etammaeT?:3202?,41?rebmeceDnoisividbuS?dnaL?rojaM?&?timreP?esU?miretnI?no?gniteeM?noitamrof nI?doohrobhgieN?:3202?,21?rebmeceDCZ700-3202DC?.oN?egnahC?enoZ?lliH?ycreM?fo?lavorppA?-?gniteeM?licnuoC?:3202?,81?rebmetpeSnalP?tnempoleveD?lareneG?&?egnahC?enoZ?no?gniteeM?noitamrofnI?doohrobhgieN?: 3202?,4?yaM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roir 316The subdivision . SecondMercy Hill sto be known a soutlot twoand residential lots 38acres into 28.6subdivide that will is proposing a Major Land Subdivision The applicant SUMMARYPROJECT obligation. Prior to recordation of the Final Plat, the applicant shall meet their parkland 4. .Olmsted County Planning Department to revise street namesPrior to acceptance of a Final Plat Application, the applicant shall coordinate with 3. plans to the satisfaction of RPU. utility the applicant shall revise the Prior to acceptance of a Final Plat Application, 2. Management Plan shall be approved by Rochester Public Works. Prior to acceptance of a Final Plat Application, a Civil and Stormwater 1. Approval with conditions: :Development Review Team Recommendation : Rochester City CouncilApproval Body and grading plans. , utility,ctionfuture construand will ensure full compliance with will follow the Major Land Subdivisionlat pinal fA are not part of the preliminary plat review.Site design standards, such as building and parking lot location, height, and setbacks, public utility needs, and the future for development on adjacent undeveloped land.development standards, such as lot size, vehicle and pedestrian access /connectivity, conformance with lot the subdivision for Commission and City Council evaluates the Planning ,review During the Major Land Subdivisionthe creation of a subdivision. is the initial document authorizing Major Land SubdivisionThe : What is Considered Major Land Subdivision: Application Type PLANNING COMMISSION SUMMARY PleschourtWidseth / Adam :Consultant Farmland LLC Applicant: s located west of Rome Circle NW.The site i Location: .soutlot two38 residential lots and , for the subdivision of 28.6 acres into Secondknown as Mercy Hill 20PLAT Farmland LLC, to be 0-Major Land Subdivision #CD2023 Request: Rochester Community Development Department Prepared By: January 10, 2024 Rochester Planning and Zoning Commission CommunityDevelopment@rochestermn.gov Email: 2401-328-507 Fax: 2950-328-507 Phone: 7090-Rochester, MN 55901 4001 W River Parkway NW, Suite 100 City of Rochester, Minnesota 2 317 . of the Final Plat Applicationto the acceptance prior. These revisions are required utility plansrevisions to the requestedRPU Electric and RPU Water have Utilities setback.does not require a 25’ 3incidental and can be impacted. Wetland , located in the northwest corner of the development, is Wetland 3 naturally occurring and requires a 25’ setback buffer.is corner of the development, southwest, located in the Wetland 2 water pond and does not require a 25’ setback buffer. located in south central of the development, is a storm ,Wetland 1 Three wetlands are located on the site. Edge/FloodplainWetlands/Decorah to allow for land alterations. is required has been applied for and An Interim Use Permit (IUP) required prior to acceptance of a final plat application. issued. The Stormwater Management Plan approval will be Management Plan has been approved, and a grading permit No grading or earthwork is allowed to occur until a Stormwater ManagementGrading & Stormwater Winesap Drive NW and Blossom Street NW, to the west. Avenue NW. The site will also be accessed from local streets, th Avenue NW, which connects to 65 th newly constructed 37Access to the site will be from the north of the development on the Streets and Access .1 development standards-the proposal is consistent with the Rand 1 (Mixed Single Family)-his parcel is zoned RT. SubdivisionMajor Land Residential, which is compatible with proposedDensity -The underlying Land Use designation for this area is Low Land Use/ Zoning ZONING SUMMARY TABLE – LATP200- .- Mercy Hill General Development Planthe approved first phase is consistent with This vertical feet. tencubic yards of material and will change the existing grade in areas by more than the moving of more than 100,000 sallow for land alterations that includeapproved, would IUP, which, if 002-CD2023 hThis Major Land Subdivision is running concurrently wit Avenue NW. th the newly constructed 37Street NW from th sac. This development will have access to 65-de-construction of one culthe includes the extension of Winesap Drive NW and Blossom Street NW and 20PLAT0-3CD202 3 318 Subdivision FindingsMajor Land 7. eview CommentsR 6. Neighborhood Information Meeting Minutes 5. Applicant Narrative 4. Major Land Subdivision Exhibit 3. Location Map 2. Notification Map 1. ATTACHMENTS as outlined in the Planning Commission Summary above. , APPROVAL WITH CONDITIONSThe Community Development Team recommends Subdivision findings are met (Section 60.500.040G.4).Major Land conformance with the Unified Development Code and recommends that all The Community Development Team has reviewed the Major Land Subdivision for APPROVALSTANDARDS FOR –MAJOR LAND SUBDIVISION CRITERIA One tree is required for every 50 feet of frontage. Boulevard Trees will be required along any public rights of way. : Boulevard Trees lieu-in-determinatio n that parkland dedication shall be met via cashPoint Park, Rochester Parks and Recreation has made the As the lots will be served by the existing North Park and Summit new residential lots and two outlots. 38The new plat is creating Parkland Dedication 20PLAT0-3CD202 319 Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,320 Miles120 Application LocationRochester City Limit Legend Ü Location Map the GIS user communityCommunity, Esri, HERE, Garmin, (c) OpenStreetMap contributors, and(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserNRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri SB 321 DENOTES EXISTING WETLANDS AND COORDINATE ALL WORK WITH THE RESPECTIVE UTILITY COMPANIES.GOPHER STATE ONE CALL PRIOR TO THE START OF ANY CONSTRUCTIONTO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST AOVERHEAD UTILITIES NOT SHOWN ON THE PLAN THAT MAY BE REQUIREDAPPROXIMATE. THERE MAY BE ADDITIONAL UNDERGROUND ANDALL UNDERGROUND AND OVERHEAD UTILITY LOCATIONS SHOWN ARECAUTION DENOTES EXISTING WOOD FENCEDENOTES EXISTING CHAIN LINK FENCEDENOTES EXISTING WOODS EDGEDENOTES PROPOSED APRONDENOTES PROPOSED STORM CATCH BASINWDENOTES PROPOSED STORM MANHOLEDENOTES PROPOSED WATER VALVEDENOTES PROPOSED HYDRANTDENOTES PROPOSED SANITARY MANHOLEDENOTES PROPOSED STORM SEWERDENOTES EXISTING RIGHT OF WAYDENOTES EXISTING PLATDENOTES PROPOSED WATER MAINDENOTES PROPOSED SANITARY SEWER PROPOSED FEATURES LEGEND DENOTES PROPOSED BITUMINOUSDENOTES PROPOSED CONCRETE PAVINGEMAIL: CRAIG.BRITTON@WIDSETH.COMPH: (507) 292-8743CONTACT: CRAIG BRITTONROCHESTER, MN 559013777 40TH AVE NW, SUITE 200WIDSETHCIVIL ENGINEER:EMAIL: CRAIG@MAJESTICHOMESMN.COMPH: (507) 358-3273ROCHESTER, MN 559062332 HADLEY HILLS DR. NECRAIG JOHNSONFARMLAND LLCAPPLICANT: LOT 1, BLOCK 2, MERCY HILL FIRSTLEGAL: DENOTES EXISTING ELECTRIC LIGHT POLEDENOTES EXISTING EASEMENTDENOTES EXISTING ELECTRIC TRANSFORMERTUGTDENOTES EXISTING UNDERGROUND TELEPHONEGASDENOTES EXISTING UNDERGROUND GASDENOTES EXISTING TELEPHONE PEDISTAL DYHDENOTES EXISTING HYDRANTDENOTES EXISTING WATER VALVEDENOTES EXISTING STORM CATCH BASINSSTDENOTES EXISTING STORM MANHOLEDENOTES EXISTING SANITARY MANHOLEWUGEDENOTES EXISTING UNDERGROUND ELECTRICDENOTES EXISTING PROPERTY BOUNDARYDENOTES EXISTING WATER MAINDENOTES EXISTING STORM SEWERDENOTES EXISTING SANITARY SEWER EXISTING FEATURES LEGEND NORTH12060SCALE ( IN FEET )0 4422812/12/2023CRAIG N. BRITTONTHE LAWS OF THE STATE OF MINNESOTA.THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 AS SHOWNDECEMBER, 2023 1 MAJOR LAND SUBDIVISION EXHIBIT ROCHESTER, MINNESOTAFARMLAND, LLCMERCY HILL SECOND SHEET NO.20' D.E.20' D.E.20' D.E.20' D.E.20' D.E.20' D.E.30' U.E.10' U.E.10' U.E.BLOCK 1BLOCK 2BLOCK 2BLOCK 2 30.0030.0030.0030.00 OUTLOT A 271.34166.21317.03260.65333.62933.35135.00135.0024.4672.211=L64.2332.3437.72=L141.1760.0060.00120.0060.0060.00120.0060.0060.00120.0060.0060.00120.0060.0060.00120.0060.00 0.17 60.00120.0060.2860.00119.8360.2860.00125.6260.2860.00131.4060.2860.00137.1860.2860.00 142.97 60.2844.61=L43.71 148.75 70.35=L15.26=L152.6255.00108.4132.64=L25.51124.93133.1232.64=L99.5239.36112.1913 2.2832.64=L162.35194.4632.64=L15.45162.56120.1632.64=L76.41=L81.89116.0042.3360.0060.00116.0060.0060.00116.0060.0060.00116.0060.0060.00116.0060.0060.00116.0063.9063.97116.00 0.21 ACRES 28 0.22 ACRES 27 0.18 ACRES 26 0.17 ACRES 25 0.17 ACRES 24 0.17 ACRES 23 0.17 ACRES 22 0.17 ACRES 21 0.17 ACRES 20 0.17 ACRES 19 0.18 ACRES 18 0.18 ACRES 17 0.19 ACRES 16 0.20 ACRES 15 0.21 ACRES 14 0.23 ACRES 13 0.23 ACRES 12 0.21 ACRES 11 0.30 ACRES 10 0.34 ACRES 9 0.35 ACRES 8 0.19 ACRES 7 0.16 ACRES 6 0.16 ACRES 5 0.16 ACRES 4 0.16 ACRES 3 0.16 ACRES 2 0.17 ACRES 1 0.27 ACRES 2 0.16 ACRES 9 0.40 ACRES 1 0.16 ACRES 8 0.16 ACRES 5 0.16 ACRES 7 0.16 ACRES 4 0.16 ACRES 6 0.23 ACRES 3 0.17 ACRES 10 63.97116.0063.90 116.00 60.0060.00 116.00 60.0060.00 116.00 60.0060.00 116.00 60.0060.00 116.00 60.0060.00 116.00 32.3460.00 117.37 07.72=L00.06=L100.60136.2500.06=L102.44178.3084.03=L49.8439.98N89°47'22"E 146.00N89°45'27"E40.0000.052=R01. 951=L"34'72°63=ΔS36°13'10"WS00°14'33"E 436.22S00°14'33"E 426.32 00.072=R71.67=L"84'90°61=Δ00.033=R28.902=L"84'52°63=ΔS00°14'33"E 1616.55N89°05'01"E 890.67N00°55'52"W 1266.96S89°47'22"W 178.02N53°46'50"W 401.19S89°45'27"W111.98 37TH AVE NWBLOSSOM ST NW OUTLOT B WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSSSWSWSWSSSSSWSWSSSSSWSWSSSSSSSFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC FOCFOCFOCFOCUGEUGEUGEUGEUGEUGEUGTUGTGASGASGASGASGASGASGASGASGASGASGASGASGASUGEUGE HTHT 1144114411431143114311431142114211421141114111411139113911381138113711371136113611341134113411341134113311331133 1133113311331133113311331132113211321132113211321131113111291129112811281128112711271127112711261126112611261124112411241124112411231123112311231123112211221122112111211121112111211121112111191119111 8111811181118111711171117111711161116111611161114111411141113111311131113111311131112111211121111111111111111110911091109110811081108110811081107110711071107110611061106110611061104110411041104110311 0311031103110211021102110211011101110111011099109910991098109810981098109710971097109610961096109610941094109410941094109410931093109310931092109210921092109210911091109110911091108910891089108910891 0891088108810881088108710871086108610861086108410841084108410841084108410831083108310831083108310821082108210821082108110811081108110811079107910791079107910791079107810781078107810781077107710771077 1077107710761076107610761076107610741074107410741074107310731073107310731072107210721071106910691069106910691069106810681068106810681067106710671067106710661066106610641064106310631063106210621062106 2106110611058105710561054114511451140114011401140114011351135113511351135113011301125112511251125112511201120112011201115111511101110110511051105110511051105110011001100110010951095109510951095109010 9010901090109010901085108510851085108510851080108010801080108010751075107510751075107510701070107010701070106510651065106510601055DYH WSBSBSBSBTTVHT OSW TTWSSSSSSTTHTTTTSBSBSBSBSBSBSBSB ?322 city?or?county?violations.?ld?result?in?any?federal,?state,??There?is?nothing?as?part?of?this?proposal?that?wou Ø city?or?county?ordinance.?violation?of?federal?or?state?law?or?The?proposed?land ?subdivision?will?not?result?in?a?d.??waived?by?the?city?traffic?engineer?on?11/13/2023.?an.?A?traffic?Impact?Study?was?the?city.?This?layout?is?in?accordance?with?that?pld?is?being?reviewed?by??The? General?Development?Plan?has?been?submitted?an Ø nd/or?Traffic?Impact?Study.?General?Development?Plan,?Conditional?Use?Permit,?awith?any?approved?and?applicable?The?proposed?land?subdivision?permit?i s?consistent?c.?the?standards?of?the?UDC.?difications?or?Variances?to?ordinance?without?any?Minor?Modifications,?Major?Molevant?requirements?of?the??The?proposed?land?subdivision?conforms?with?all?re Ø this?UDC?has?been?approved?pursuant?to?this?UDC.?ny?deviation?from?the?standards?in?Modification,?Major?Modification,?or?Variance?for?aards?in?this?UDC,?unless?a?Minor?The?proposed?land?subdivisio n?conforms?to?all?stand b.?of?Rochester.??the?infill?areas?of?the?City?with?the?need?and?demand?for?single?family?homes?inidential?and?is?consistent?the?adopted?Land?Use?designation?as?Low?Density?Re sily?homes?is?consistent?with??A?residential?subdivision?developed?for?single?fam Ø e?adopted?Comprehensive?Plan.?The?proposed?land?subdivision?is?consistent?with?th a.?following?criteria?are?met:?La nd?Subdivision?Permit,?if?it?determines?that?the?ouncil?shall?approve,?a?Major?The?Planning?Commission?shall?recommend,?and?City?C?Criteria?for?Major?Land?Subdivision?Permit?Approval?well?as?to?obtai n?fill?for?the?Phase?1?constructiont?it?prepped?for?future?development?as?However,?earthwork?will?take?place?on?Phase?2?to?geshown?as?an?Outlot?to?be?developed?later.?Subdivision?Permit?is?for?Phase? 1.?Phase?2?will?be??Avenue?NW.?This?Major?Land?th ed?37Drive?NW,?Blossom?Street?NW?and?the?newly?construct?Phase?1?will?tie?in?to?the?west?on?Winesap?planned?to?have?50?lots?in?the?R-2?zoning?distric t.R-1?zoning?district.?The?second?phase?is?with?the?first?phase?consisting?of?38?lots,?in?the??to?be?developed?in?two?phases,??Avenue?NW.?The?residential?subdivision?is?intended th and?34Circle?NW??S treet?NW?and?Mercy?Hill?Church,?and?west?of?Rome?th?Avenue?SW,?south?of?65 th ast?of?the?Orchard?Ridge?subdivision?and?residential?lots.?The?development?area?is?located?e?acres?consists?of?88?single? family?The?proposed?development,?Mercy?Hill?First,?is?28.6Development?Summary:???????Permit?Subject:?Mercy?Hill?First?–?Major?Land?Subdivision?From:?Adam?Pleschourt,?PE?ester?To:?Community?Developmen t?Department?-?City?of?RochDate:?December?13,?2023??MEMO?? ?323 nient?pedestrian,?non-motorized?The?lot?and?block?layout?provide?for?safe?and?conve j.?to?accommodate?the?increase?in?impervious?runoff.???and?will?be?expanded?The?existing?pond?is?not?sized?for ?this?developmentischarged?to?the?pond.?will?be?collected?in?the?proposed?storm?sewer?and?dnoff?from?the?street?stormwater?pond?on?the?southern?end?of?the?site.?Runvey?surface?runoff?to?a?will?be?con structed?in?the?back?of?the?lots?that?coties.?Drainage?swales?are?going?to?be?taken?to?protect?neighboring?properuated,?and?measures??Offsite?impacts?of?the?construction?have?been?eval Ø andards.?water,?or?wastewater?systems?that?exceed?adopted?stacts?on?the?street,?drainage,?The?proposed?subdivision?will?not?have?off-site?imp i.?sufficient?for?utility?installation.???anticipated? to?be?encountered,?but?standard?dewatering?techniques?areoundwater?was?pavement?sections,?grading?operations,?etc.?Some?grengineer?for?Recommendations?have?been?made?by?the?geotechnical?sible?with?th e?given?soils.?study?determined?that?what?is?being?proposed?is?feaport?has?been?drafted.?The??Soil?borings?have?been?taken?and?a?geotechnical?re Ø ses.?all?lots?are?developable?for?their?designated?p urpoequately?studied?to?ensure?that?The?soils,?topography?and?water?tables?have?been?ad h.?well.??eneral?development?plan?as?connectivity?index?exhibit?was?submitted?with?the?gew?and?request.?A?stree t?widths?are?also?proposed?per?the?city’s?revissed?with?city?staff.?The?(phase?2)?will?not?be?required.?This?has?been?discu?Ave?and?the?eastern?portion?of?the?property?th pedestrian?trails?between?37 nature?of?its?layout,?addressed.?Due?to?the?contours?of?the?site?and?the?ransit.?They?have?been?comments?relating?to?pedestrian?and?non-motorized?tt?plan?and?has?made??The?city?staff?has?reviewed?the ?general?developmen Ø applicable?traffic?service?standards.?ty?and?Circulation?and?in?Section?60.400.040C?Subdivision?Level?Connectivi?the?street?layout?standards?listed?adopted?transportation?plans? and?is?consistent?withd?system?is?consistent?with?The?vehicular,?pedestrian,?transit?and?non-motorize g.??be?contained?in?the?proposed?drainage?easements.???ear?high?water?level?will?sized?to?accommo date?the?local?standards.?The?100-yatterns.?Pipes?will?be?easements?have?been?included?to?show?the?drainage?pite?and?swales?and??A?stormwater?analysis?has?been?performed?for?the?s Ø Plan?or?adopted?drainage?or?stormwater?policies.??adopted?Stormwater?Management?of?the?City?of?Rochester?and?is?consistent?with?the?meets?the?adopted?standards?The?plan?for?soil?erosion?and?stormwat er?management f.?proposed?both?now?and?in?the?future.??acity?to?serve?what?is?being?the?sizing?to?be?adequate.?The?current?plan?has?capanitary.?They?have?deemed?been?sent?to?the?reviewing?agencies?fo r?water?and?s?preliminary?plans?have??A?predevelopment?meeting?was?held?on?3-17-2023?and Ø lopment.?efficient?and?timely?extension?to?serve?future?development?and?to?provide?for?the?normal?and?fire?p rotection?demands?of?proposed?deve?are?adequate?to?serve?the?The?proposed?water?system?and?sanitary?sewer?system e.?? ?324 parking?requirements.??e?proposed?development?parking?of?the?houses?is?expected?to?accommodate?th/garage??south?of?Blossom.?This,?combined?with?the?driveway th both?sides?of?37?north?of?Blossom, ?and?parking?on?th There?will?be?one?side?street?parking?on?37ays?on?that?road?either.?any?parking?on?Winesap,?but?there?aren’t?any?drivew?engineer.?There?will?not?be??On?street?parking?was?analyzed? by?the?city?traffic Ø urrounding?residential?districts.?spillover?parking?from?subdivision?residents?into?sbdivision?addresses?the?need?to?avoid?If?located?in?a?residential?zoning?district,?the?su o.?policies,?and?regulations.?tent?with?the?adopted?plans,?the?original?development?of?this?area?and?is?consisdy?in?existence?as?part?of??There?is?adequate?park,?trail?and?open?space?alrea Ø with?adopted?plans,?policies,?and?regulations.?pace?dedications?are?consistent?The?proposed?parks,?trail?thoroughfares,?and?open?s n.??the?100-year?HWL.??along?drainage?swales?and?are?intended?to? encompassements?were?included?Electric,?RPU-Water,?and?Public?Works.?Drainage?eas?the?direction?of?RPU-traffic?engineer.?Utility?easements?were?created?ation?of?city?staff?and?the?city??The?right?of? way?widths?were?drafted?at?the?direct Ø development.?ainage?facilities?needed?to?serve?the?purpose?of?constructing?the?street,?utility,?and?drmension?are?provided?for?the?Rights-of-way?and?easements? of?adequate?size?and?di m.?st.?already?developed?residential?subdivision?to?the?weelopment?potential?on?the?alternate?access?and?will?have?no?impact?on?the?devt?by?providing?an?development?of?the?com mercial?properties?to?the?eas?will?promote?continued?emergency?responders.?Additionally,?the?subdivisionter?access?for?Street?NW?and?Winesap?Drive?NW.?This?will?allow?betd?roads?on?Blossom?completing ?the?road?network?and?eliminating?dead-endjacent?properties?by??The?proposed?subdivision?will?increase?safety?of?a Ø opment?of,?adjacent?properties.?permitted?uses?on,?or?the?efficient?continued?deve lcts?on?the?safety?or?viability?of?The?proposed?subdivision?will?not?have?adverse?impa l.?t?of?this?development.?addition,?other?public?utilities?are?planned?as?par?City?of?Rochester.?In?infrastructu re?that?has?been?put?in?to?place?by?thed?the?sewer?and?water??The?proposed?residential?development?has?considere Ø programs?in?the?design?of?the?subdivision.?ements?listed?in?those?Long-Range?Capital ?Improvements?Programs?and?the?el?current?six-year?and?other?The?proposed?subdivision?has?taken?into?account?the k.?for?the?R-1?district.??ks?are?being?abided?by?requirements?have?been?studied,?and?b uilding?setbacaff.?The?zoning?district?the?engineers?designing?the?site?as?well?as?city?stbeen?analyzed?both?by?Both?motorized?and?non-motorized?travel?paths?have?ut?have?been?addressed.?development? plan,?and?comments?relating?to?the?layo?in?the?general??As?previously?stated,?the?layout?has?been?reviewed Ø t?for?planned?uses.?connections,?and?adequate?buildable?area?in?each?loaccess,?efficient?u tility?service?vehicle,?transit,?vehicular,?service?and?emergency?? ?325???eliminate?flood?damage.?systems,?are?located?and?constructed?to?minimize?or,?gas,?electrical,?and?water??All?public?utilities?and?facilities,?such?as?sewer Ø??NAprotection?elevation;?andlow?th e?regulatory?flood?individual?building?sites?no?lower?than?two?feet?beubdivision?and?to?the??The?subdivision?provides?road?access?both?to?the?s Ø?drawings?and?platting?documents;?n?all?required?subdi vision?elevation?of?all?access?roads?are?clearly?labeled?on?elevation?and?the?required?District?boundaries,?the?regulatory?flood?protectiooodway?and/or?Flood?Fringe??For?all?subdivisions?containing?l and?within?the?Fl Ø?f?flood?hazard;??Adequate?drainage?is?provided?to?reduce?exposure?o Ø?n?elevation;?District?at?or?above?the?regulatory?flood?protectiod?outside?of?the?Floodway??Each?lot?contains? a?potential?building?site?locate Ø?consistent?with?this?ordinance;?roposed?subdivision?in?a?manner?safety,?or?welfare?of?the?future?residents?of?the?pelated?risks?to?the?health,?severe?erosion?potent ial,?or?any?other?floodplain?rtations?for?development,?drainage,?soil?and?rock?formations?with?severe?limirisks?of?flooding,?inadequate??The?proposed?subdivision?adequately?mitigates?the?Ø Special?Flood?Hazard?Area.?located?in?the?•?The?property?is?in?the?Firm?Panel?Zone?X?and?not?Overlay:?d?Area?of?the?FPO?–?Floodplain?For?any?land?located?within?the?Special?Flood?Hazar p.?? ?326?Earthwork?and?trucks?in?&?out?of?the?site?to?construct.?planning?staff.?It?was?determined?to?be?infeasible??Engineer,?and?discussed?at?length?with?the?City?Engineer,?Trafficsom?was??Widseth?Staf f?explained?that?the?extension?of?BlosBlossom?St?extending?father?east.?rk?had?shown??In?a?previous?meeting?for?the?GDP?–?the?road?netwohomes?the?developer?is?intending?to?construct.?and?what?types?o f??Widseth?staff?explained?the?Allowable?Uses?Tables??Allowed?uses?in?the?residential?districts.?topics:??Attendees?asked?questions?regarding?the?following?impacts,?and?environmental?features.??,?fut ure?impacts,?traffic?zoning,?permitted?uses,?street?layout?and?site?planation–?project?overview,?application?process,?Questions?/?Comments:?Adam?went?through?the?present?Jody?Wayne?–?Virtual?Attendee ??Robert?–?Virtual?Attendee??55901??Ken?Brown?–?5905?Silas?Dent?Road?NW,?Rochester,?MN?Ave?NW,?Rochester?th?Nicole?Brueck?(Telemark?Management)?–?6215?34,?MN?55901??Greg?&?Janet?Kemple?–?3732?Gala?La ne?NW,?Rochester?MN?55901??Rebecca?Collins?–?6194?Johnathan?Ln?NW,?Rochester,ster,?MN?55901??Carrie?&?Mark?Ostman?–?6120?Johnathan?Ln?NW,?RocheVanessa?Hines?–?Project?Engineer,?Widseth?eth?Attendees: ?Adam?Pleschourt?–?Project?Engineer,?Widsr?12,?2023?Meeting?Date/Time:?5:30-6:30?PM?on?Tuesday,?Decembe?Adam.Pleschourt@widseth.comEmail:??PH:?507-206-2151?eer?Contact?Information:?Adam?Pleschourt-?P roject?Enginsecond?phase.??phase?and?50?lots?in?the?subdivision?with?38?single?family?lots?in?the?firsthase?residential?(PIN?#:?087499).?The?applicant?is?proposing?a?two?p)?for?a?28.6-acre?parcel?and ?Interim?Use?Permit?(Substantial?Land?Alterationg?a?Major?Land?Subdivision?About:?Neighborhood?Meeting?for?discussion?regardin?Project?Location:?Lot?1,?Block?2,?Mercy?Hill?First??????Neighborhood?Inf ormation?Meeting?-?Minutes????? ?327 Meeting?closed?at?6:30.?traffic?officials?who?set?the?street?widths.??each?out?to?city?were?encouraged?to?attend?the?council?meeting?and?rhis.?Residents?and?the?road?not?being?wide?enough?to?acc ommodate?ted?to?Winesap??There?was?concern?about?Pulver?trucks?being?reroutg.??reach?out?to?the?City?and?attend?the?Council?meetinesidents?to??Widseth?acknowledged?the?concerns?and?encouraged?r?Ave?t h residential?to?37ial?through?the?new??Concerns?about?traffic?redirected?from?the?commerchomeowners?to?not?remove?the?flags?or?stakes.?idseth?asked?the?builder,?they?indicate?underground?utilities.? Wn?by?Widseth?and??Widseth?staff?explained?locates?have?been?called?i?Locates?and?utility?flags?parate?outlot.?boundaries?of?the?new?parcels,?and?will?not?be?a?sel?be?within?the??Widseth?staff?explai ned?the?drainage?easements?wil?Easements?district?will?dictate?what?can?be?constructed.??of?the?zoning?restricting?the?construction/size.?The?requirementson?of?covenants?homes?as?stick?frame?and?ther e?has?been?no?discussiis?to?construct?these??Widseth?staff?indicated?the?intent?of?the?builder?minimums?,?size?maximum?or??What?type?of?homes?and?sizes:?modular,?stick?builtbe?entirely?on?the?new?par cels.??ls,?the?drainage?will?For?existing?lots?just?to?the?west?of?the?new?parce?convey?the?runoff.?back?yards?of?the?lots?and?there?will?be?a?swale?toe?directed?to?the??Widseth?staff?explained?that? the?stormwater?will?b?Grading?as?it?relates?to?stormwater?management.?her?off-line?to?discuss?the?tree.??d?to?reach?out?to?that?is?on?the?property?line.?The?developer?may?neeabout?a?tree?removed.?The re?was?one?resident?that?was?concerned?rea?will?be??Widseth?staff?indicated?trees?in?the?development?a?Tree?removal?ite.??developer?to?use?the?fill?from?this?work?on?their?slace?for?the?attendees.?Ad am?explained?that?there?is?a?plan?in?pthe?rest?of?the?with?the?City?regarding?the?work,?they?shared?with?been?in?contact??Some?neighbors?were?aware?of?the?activity?and?had?ponds.?h?end?with?the??Ther e?is?some?work?currently?happening?on?the?sout?material?away.?significant?number?of?trucks?bringing?in?or?hauling,?without?a?placed?back?on?the?site,?with?the?intent?to?balanceremoved?will?be??Widset h?staff?explained?that?much?of?the?material? 328 329 consultant on 12/8/2023.ups were uploaded to Accela as well as emailed to the applicant's -Plan revisions are required. Plan mark RPU Water Review12/15/2023 There are no comments from this agency at this time. RPU Electric Review12/18/2023 See attached comment in Accela software. Public Works Review12/27/2023 See attached comment in Accela software. Park and Rec Review12/14/2023 its current configuration. Wetland 3 is also an incidental wetland.wetland 3 should be included on the next GDP revision. This is to protect the Berms that contain the pond in Exhibit.<br/>Wetland 3 (south central) is a stormwater pond and should not be impacted. A 25’ buffer around r was included on the November 13, 2023, GDP wetland and will not be impacted. A 25’ buffedevelopment. Wetland 1 does not need a 25’ setback.<br/>Wetland 2 (SW corner) is a naturally occurring Wetland 1 (NW corner of proposed subdivision) is incidental (Man Made/Caused) and can be impacted during wetland in the NW is approved to be impacted.the updated review packet. No buffer is required on the storm water pond and the small incidental (created) 003GDP in -All wetland concerns have been address in the comments in the response by Widseth for CD2023 LGU12/22/2023 Please see the documents tab for the added comments Fire Review12/19/2023 County Public Works12/28/2023 See attached GIS preliminary plat referral document MercyHillSecondPP_Referral.pdf County GIS/E91112/28/2023 020PLAT-CD2023Application No:Agency Review Comments 1of 1Page 12/29/2023 10:25:46 AM 330 The northern section of the roadway will have the street type PLACE. our office will validate. for37 AVE NW will need to be renamed. Please submit a list of names GIS, ROADWAY, or ADDRESS related issues are present shows the following:PLAT to determine any existing or potential PRELIMINARYMERCY HILL SECOND A review of the NARY PLAT GIS REFERRALIMIMERCY HILL SECOND PREL RE: ADAM NOWINSKI CC: DAVE MCCOLLISTER FROM: CRAIG JOHNSON, ADAM PLESCHOURT TO: , 202382DECEMBER DATE: REFERRALPLAT PRELIMINARY MERCY HILL SECOND 7958-(507) 328 Fax: 7100-(507) 328 Phone: 4744-Rochester, MN 55904 2122 Campus Drive SE, Suite 100 GIS/Addressing Division Olmsted County Public Works AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Planning, Policy & Analysis :Land Use & Transportation •Addressing, Data & Mapping :eographic Information SystemsG County Building/Well/Septic :Environmental Safety • Permitting & Zoning Current Planning: 331 7101-328-507 GIS Analyst / Addressing Dave McCollister To address issues listed above, please contact our office. street type LANE.The southern section of the roadway will have the AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Planning, Policy & Analysis :Land Use & Transportation •Addressing, Data & Mapping :eographic Information SystemsG County Building/Well/Septic :Environmental Safety • Permitting & Zoning Current Planning: 332 any buildings.lane signs must be in place prior to occupancy of 3. All street, directional and fire sacs less than 96 feet in diameter shall be posted “No Parking”. -de-) Cule sac diameter shall not be less than 70 feet in diameter -de-) Minimum culd of the street. t in width shall be posed “No Parking” on both sides Streets less than 26 feec) of the street. b) Streets less than 32 feet in width shall be posted “No Parking” on one side a) Minimum street width shall not be less than 20 feet clear drivable width. serviceable prior to and during building construction. roadways shall be the Zoning Ordinance and Land Development Manual. Emergency vehicle access 2. Streets and roadways shall be as provided in accordance with the fire code and determined by the size and construction type of the buildings being proposed. be no less than 1,000 gpm at 20 psi. The actual required fire flow per lot will befamily residential development area shall -a) The minimum fire flow for this single Hydrants shall be in place prior to commencing building construction. the Water Division. properly located and installed in accordance with the specifications of 1. An adequate water supply shall be provided for fire protection including hydrants requirements: With regard to the above noted project plan, the fire department has the following NW and south of Winesap Dr NW.28.61 acres into 38 residential lots and 2 outlots. The site is located west of Rome Circle by Farmland LLC, to be known as Mercy Hill, for the subdivision of PLAT 200-2023-CD SUBJ: Rochester, MN 55901 4001 West River Parkway Suite 100 Community Development Department December 19, 2023 2829-328-507Fax: FIRE MARSHAL DEPARTMENT FIRE 333 Assistant Fire Marshal Jason Fife Sincerely, 3.This new development is within our 4 minute response area and the ISO rating is a Jeff 334 -328-available through the Forestry Division at 507locational criteria, and site conditions. A boulevard tree planting information sheet is e landscape plan for species, As part of the permit process Forestry staff will review thboulevard trees a tree planting permit (free) is required per the boulevard tree ordinance. Prior to planting .public rights of wayany Boulevard Trees will be required along • ).0/acre = $25,110$27,00acres * (.93 payment required is $25,110The cash in lieu . (s)recordation of the final platprior to due ash with paymentbe met via: Cshould uirements edication reqDrequired. by North Park and Summit Point Park, therefore land for a park is not This area is served • IREMENTSUREQ& BOULEVARD TREE PARK DEDICATION $27,000 t value of land………………………………………Fair marke acres .93 required …………………………………………… dicationDe .0244 y factor……………………………………………………Densit 83 welling units……………………………………...Number of d acres 28.60 ge of plat…………………………………………………. 020Plat-2023 Mercy Hill Second Subdivision RE: Department Community Development TO: January 2, 2024Revised: December 14, 2023 REFERRAL COMMENTS FORM DEPARTMENT ROCHESTER PARK AND RECREATION @rochestermn.govjfeece 2853-273-507 3769-55904 Rochester, MN 150 RoomSE, Fourth Street 201 Feece 335 only.Sent to Planning Department via Accela the Building Permit review and approval process. and collected throughDevelopment of each individual lot is subject to a Plant Investment Fee (PIF) that will be calculated 8. .or Development Agreementand / Owner Contract-Development charges/fees applicable to the Property will be addressed in City 7. erty. required prior to construction of any public infrastructure to serve the Prop easements site public -Owner Contract, and dedication of any applicable on and off-Execution of a City 6. .A TIS waiver is approved for this application 5. r to final plat approval.the applicable agreement shall occur prio Agreement, or through an amendment to the existing Development Agreement. Owner’s execution of portion of the project needs to me addressed and memorialized by either a separate Maintenance Outlot in the southerly Ownership and maintenance, including rights for access, for the proposed 4. Development Agreement prior to final plat approval.If an amended Development Agreement is required, Owner shall execute the amended taxes. certification for collection with property City project that was then paid for by developer through City’s Ave NW and Winesap Dr NW by the developer versus as a th Agreement to address construction of 37The proposed timing for development of this project may necessitate amending the existing 022. There is an existing Development Agreement for this property that was recorded in October 2 3. in all documentation. easementutility sewer watermain and sanitary Land Subdivision Exhibit. The specific easement shall be designated as a , Block 2 on the Major 9and 8easement shown between Lots utilityfoot wide -03 There is a proposed 2. documentation.The specific easement shall be designated as a drainage easement in all rofile sheets. lan P ferenced as a utility easement on theMajor Land Subdivision Exhibit. This same easement is refoot wide drainage easement shown between Lots 10 and 11, Block 2 on the -There is a proposed 20 1. Other comments that are not conditions of approval: .kmittlieder@rochestermn.govKyle Mittlieder at . For civil plan related and city owner contract related questions, contact terickson@rochestermn.gov Troy Ericksonr stormwater related questions, contact completed grading permit application. Foalong with a LDSubmittals@Rochestermn.govfor review and approval should be emailed to and Stormwater Management Plans ready , Grading,application approval. Civilprocess and prior to Stormwater Management Plan approval will be required through the site development Civil Plans 1. .have been addressed or are no longer applicable are shown with strikethroughd, prior comments that lcomments are shown with boNew Final Plat applicationaddressed prior to item(s) that need to be development. The following are nd Mercy Hill 2and the proposed PLAT020-3CD202 oniMajor Land Subdivisent of Public Works has reviewed the application for mThe Depart 12/28DATE: )87499 INP( Major Land Subdivision nd Mercy Hill 2 : RE FROM: Mark E. Baker 7090-Rochester, MN 55901 4001 West River Parkway NW, Suite 100 Community Development 336 , OwnerCraig Johnson Adam Pleschourt, Widseth Chris Ferguson, Fire Marshal Mark Baker, City Public Works , Building Safety, PlumbingGary Schick , Building SafetyJerry Norman , RPUBrent Bunke Payne, RPULuke aterW Wade Neubauer Very truly yours, if you have questions. 1505-280-lease contact us at 507P water meters as required by the Minnesota Plumbing Code.reducing devices near the domestic -he builders must install pressureof 1096’ and below, tfinished floors For homes with main PSI. this area will range from the 60 PSI to near 94 Static water pressures within Final construction plans will need to conform to standard City of Rochester Requirements. comments on the proposed water system layout.We have provided the applicant’s engineering firm with Our review of the referenced preliminary plat is complete and our comments follow: Mercy Hill to be known as 020PLAT by Farmland LLC-Preliminary Plat CD2023 FERENCE: Rochester, MN 55901 4001 West River Pkwy NW, Suite 100 COMMUNITY DEVELOPMENT DEPARTMENT December 15, 2023 SS weneub, 12/8/2023, 10:14:49 AM REVIEWED BY RPU-WATER 337(DRIVEWAYS) PER CITY DETAIL PLATE 1-10ARE LOCATED IN WITHIN PAVEMENTF&I CURB BOXES FOR ALL CURB STOPS THAT5)GUTTER PER CITY DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND4)BEGINNING.WORKS DEPARTMENT PRIOR TO WORKCONNECTION PERMITS FROM THE CITY PUBLICCONTRACTOR TO OBTAIN ALL UTILITY3)SPECIFICATIONSOF ROCHESTER STANDARD DETAILS ANDALL CONSTRUCTION TO BE PER LATEST CITY2)INSULATION PER CITY DETAIL PLATE 6-19W/M, THEN PROVIDE 4" POLYSTYRENEVERTICAL SEPARATION BETWEEN STORM ANDAND STORM) AND WATER MAIN. IF 18"-24"SEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:PLAN & PROFILE - SANITARY SEWER CONNECTION FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACT OR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023----PLAN & PROFILE - SANITARY SEWER CONNECTION ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 8:58:56 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© BREAK OFF ELEVATION = 1084.18'F&I HYDRANT - 40.23' EASTF&I 8" GATE VALVE AND BOX - 35.61' EASTF&I 8"X6" TEE31+15.64, 10.17' RTF&I 8" 22.5° BEND30+63.29, 10.17' RTF&I 8" 22.5° BEND30+38.59, 20.40' RTF&I 8" 45° BEND30+35.60, 20.66' RTF&I 8" 90° BEND0+90.17, 0.00' T(CONNECT TO EX. W/M)F&I 8" GATE VALVE AND BOX - 3' NWF&I 8" 22.5° BEND0+28.00, 0.00' TDETAILSW-205W-204W-203W-202W-201W-200NOTE NUMBER WATER NOTES INV OUT = 1076.39 (24" RCP - A-101)INV IN = 1076.49 (12" RCP - CB-117)INV IN = 1076.49 (24" RCP - STMH-116)RIM EL. = 1082.21F&I NEENAH R-1733-B - RSP 1-11???, ???' ???TDRAINAGE STRUCTURE - TYPE 4 - 72"INV OUT = 1078.96 (24" RCP - STMH-117)INV IN = 1079.06 (12" RCP - CB-116)INV IN = 1079.06 (24" RCP - STMH-115)RIM EL. = 1083.71F&I NEENAH R-1733-B - RSP 1-1130+44.08, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1077.42 (12" RCP - CB-117)RIM EL. = 1081.42F&I NEENAH R-3067-L - RSP 1-1130+70.42, 91.88' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1076.96 (12" RCP - STMH-117)INV IN = 1077.06 (12" RCP - CB-118)RIM EL. = 1081.05F&I NEENAH R-3067-L - RSP 1-1130+34.27, 93.40' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1079.62 (12" RCP - STMH-116)RIM EL. = 1083.61F&I NEENAH R-3067-L - RSP 1-1130+42.88, 15.08' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-117STMH-116CB-118CB-117CB-116 Structure NameSTORM SEWER NOTES SANITARY MAIN TO MAINTAIN 7' MIN COVERCONTRACTOR TO FILL ABOVE NEW COVER7' MIN F&I 8" DIP WATERMAIN COVER7' MIN W-205W-204W-203W-202W-200, W-201116LF-24" RCP STM. S. @ 2.99%STM. S. @ 2.33%106LF-24" RCP258LF-8" PVC SAN. S. @ 2.27%39LF-8" PVC SAN. S. @ 0.60%STMH-116INV OUT SE = 1071.48 8" PVC (SSMH-109)INV IN N = 1071.58 8" PVC (SSMH-107)MH INV. EL. = 1071.48RIM EL. = 1083.98MH HEIGHT = 12.5 VFTSTA 30+49.80 , 0.8'LSSMH-108 (48in)INV OUT SW = 1071.15 8" PVC (EX SSMH-100)INV IN NW = 1071.25 8" PVC (SSMH-108)MH INV. EL. = 1071.15RIM EL. = 1082.67MH HEIGHT = 11.5 VFTSTA 30+16.81 , 19.2'RSSMH-109 (48in)INV OUT S = 1064.79 8" PVC (EX-S)INV IN W = 1064.85 8" PVC (EX-W)INV IN NE = 1065.29 8" PVC (SSMH-109)MH INV. EL. = 1064.79RIM EL. = 1074.75MH HEIGHT = 10.0 VFTSTA 0+25.00 , 0.0'EX SSMH-100 (48in)EXISTING GROUND PROFILE OVER SANITARY MAINPROPOSED GROUND PROFILE OVER SANITARY MAIN 4+00 EG 1087.8 FG 1087.76 EG 1087.6 FG 1087.633+50 EG 1087.6 FG 1087.59 EG 1087.7 FG 1087.673+00 EG 1086.8 FG 1086.81 EG 1086.7 FG 1086.732+50 EG 1088.7 FG 1088.66 EG 1087.4 FG 1087.452+00 EG 1084.5 FG 1084.54 EG 1080.5 FG 1080.491+50 EG 1076.7 FG 1076.75 EG 1074.1 FG 1074.151+00 EG 1072.9 FG 1072.90 EG 1073.1 FG 1073.070+50 EG 1073.1 FG 1073.09 EG 1074.8 FG 1074.750+00 EG 1073.1 FG 1073.101090108510801075107010651060109010851080107510701065106020' U.E.30' U.E.20' W/M.U.E.36LF-12" RCP STM. S. @ 1.00%8LF-12" RCP STM. S. @ 6.62%116LF-24" RCP STM. S. @ 2.99%46LF-12" RCP STM. S. @ 1.00%R83.33' BOCR56.67' BOCR70.00' ROWR70.00' ROW 37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK52LF - 8" DIP WATER MAIN (W-204 TO W-205)62LF - 8" DIP WATER MAIN (W-201 TO W-202)27LF - 8" DIP WATER MAIN (W-203 TO W-204)181LF - 8" DIP WATERMAIN (W-201 TO W-202)F&I 8" DIP WATERMAINW-202W-203W-200W-201W-204W-20537TH AVE C/L ALIGNMENTEX SSMH-100CB-118CB-11672LF-24" RCP STM. S. @ 0.95%106LF-24" RCP STM. S. @ 2.33%CB-117STMH-117STMH-116163LF-8" PVC SAN. S. @ 4.93%PI: 2+82.65PI: 0+25.00PI: 3+21.244+003+002+001+000+00258LF-8" PVC SAN. S. @ 2.27%39LF-8" PVC SAN. S. @ 0.60%SSMH-109SSMH-10831+0030+00 SSBSSSSWSWSWSSSSSWSWSWSSSWSWSWSWSWSSSSSSSSSWSWSWSWSWSWSSSSSSSSSSSSSWSWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWS SS HOLD FINE. 2000 AND SHOULD WAS INSTALLED IN WEST OF HERE AS IT THE EX. 8" GV JUST CAN TEST AGAINST THE CONTRACTOR DON'T NEED THEM. GV'S WHERE WE ADDED MAINLINE WE DON'T WANT IF POSSIBLEDRIVEWAYS FROM AND AWAY ON LOT CENTERED HYD.'S LOCATE TRY TO TYPICALLY REVIEWDEPT. FOR AND FIRE BOTH RPU THIS MAP TO PADS. BUILDING PROPOSED TO ALL COVERAGE SHOWS WHICH EACH CIRCLE ON COVERAGE RADIUS AND 200' LOCATIONS PROPOSED WITH SITE MAP PROVIDE AN RIGHT-OF-ON THE MAINLINE GV F&I 8" PRIVATE. PUBLIC AND ALL WATER SERVICES ARE 8) ALL WATER MAIN & HYDRANTS ARE MAX.)SHALL BE INSTALLED AT 7' MIN. COVER (10' 7) WATER MAIN AND WATER SERVICES CROSSINGS.(20') STICK OF WATER MAIN PIPE ON ALL 6) CONTRACTOR SHALL CENTER A FULL ADD: BENDS VERTICAL TO CALL OUT KNOW WHEN SO THAT YOU PROPERLY DRAW IT OUT YOU NEED TO TO THE LEFT. SEE MY NOTE OR TOP OF PIPE ELEV.INVERT ELEV. AND NOT CENTER MAKE SURE ALL W/M IS TO THE ADD THE LABEL "INVERT" AND CREATE PEAKS.FLAT TO MINIMIZE DEPTH AND NOT COULD FORM. SO HOLD THE PIPE PROFILE PEAK" IN THE W/M WHERE AIR POCKETS THEN GO BACK DOWN AND CREATE A "THE W/M PROFILE TO STAY 7' COVER AND IN CASES LIKE THIS DON'T GO UP WITH 8.74 ft7.02 ftDON'T EXCEED 10' COVER MAX. ADJUSTING THE 7' COVER IF NEED BUT BENDS AS MUCH AS POSSIBLE BY NOTE. TRY TO AVOID USING VERTICAL NEEDS TO BE CALLED OUT WITH A W-VERTICAL BEND TO BE INSTALLED WHICH ANYTHING GREATER WILL REQUIRE A JOINTS CAN DEFLECT UP TO 5 DEGREES. CURVES, SHOW THE PIPE DEFLECTIONS. INSTEAD OF DRAWING IN WITH SMOOTH WOULD LAY THE 20' STICKS OF PIPE. SO PROFILE, DRAW IT IN JUST LIKE THEY WHEN DRAWING IN THE PROPOSED W/M BENDSMIN. AWAY FROM CONNECTIONS 3.0' KEEP WATER SERVICE SEWER PIPEOF STORM MIN. CLEAR SERVICE 10' KEEP WATER PIPEAND SAN. THE W/M PIPE CLEAR THE 10' MIN. 31' TO GET NEED TO BE THIS WILL (BENDS, TEES, ETC.)WATER MAIN FITTINGS APART AND 3' FROM CONNECTIONS 3' MIN. WATER SERVICE THE ROW LINE. KEEP CURB STOP LOCATED ON STREET ROW WITH THE WATER SERVICES IN THE LOOPING W/M LINE. KEEP ALLOWED ON THE NO WATER SERVICES 338 PER CITY DETAIL PLATE 1-10PAVEMENT (DRIVEWAYS)LOCATED IN WITHINCURB STOPS THAT AREF&I CURB BOXES FOR ALL5)PER CITY DETAIL PLAT 2-05.B-624 CURB AND GUTTERCATCH BASINS TO HAVE4)WORK BEGINNING.DEPARTME NT PRIOR TOPUBLIC WORKSPERMITS FROM THE CITYALL UTILITY CONNECTIONCONTRACTOR TO OBTAIN3)SPECIFICATIONSDETAILS ANDROCHESTER STANDARDPER LATEST CITY OFALL CONSTRUCTION TO BE2)PER CITY DETAIL PLATE 6-19POLYSTYRENE INSULATIONTHEN PROVIDE 4"BETWEEN STORM AND W/M,VERTICAL SEPARATIONWATER MAIN. IF 18"-24"(SANITARY AND STORM) ANDBETWEEN SEWERSEPARATIONVERTICAL MAINTAIN MINIMUM 1.5'1)GENERAL NOTES:PLAN & PROFILE - WATERMAIN CONNECTION FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023----PLAN & PROFILE - WATERMAIN CONNECTION ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 8:59:33 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© INV OUT = 1071.15 (8" PVC - EX SSMH-100)INV IN = 1071.25 (8" PVC - SSMH-108)RIM EL. = 1082.67MH HEIGHT = 11.5 VFTSTA. 30+16.81, 19.19' RSANITARY STRUCTURE - 48"INV OUT = 1071.48 (8" PVC - SSMH-109)INV IN = 1071.58 (8" PVC - SSMH-107)RIM EL. = 1083.98MH HEIGHT = 12.5 VFTSTA. 30+49.80, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1064.79 (8" PVC - EX-S)INV IN = 1064.85 (8" PVC - EX-W)INV IN = 1065.29 (8" PVC - SSMH-109)RIM EL. = 1074.75MH HEIGHT = 10.0 VFTSTA. 0+25.00, 0.00'SANITARY STRUCTURE - 48"Structure Details SSMH-109SSMH-108EX SSMH-100 Structure NameSANITARY STRUCTURE NOTES INV OUT = 1078.96 (24" RCP - STMH-117)INV IN = 1079.06 (12" RCP - CB-116)INV IN = 1079.06 (24" RCP - STMH-115)RIM EL. = 1083.71F&I NEENAH R-1733-B - RSP 1-1130+44.08, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1082.54 (24" RCP - STMH-116)INV IN = 1082.64 (12" RCP - CB-115)INV IN = 1082.64 (24" RCP - STMH-114)RIM EL. = 1087.29F&I NEENAH R-1733-B - RSP 1-1131+60.33, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1077.42 (12" RCP - CB-117)RIM EL. = 1081.42F&I NEENAH R-3067-L - RSP 1-1130+70.42, 91.88' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1076.96 (12" RCP - STMH-117)INV IN = 1077.06 (12" RCP - CB-118)RIM EL. = 1081.05F&I NEENAH R-3067-L - RSP 1-1130+34.27, 93.40' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1079.62 (12" RCP - STMH-116)RIM EL. = 1083.61F&I NEENAH R-3067-L - RSP 1-1130+42.88, 15.08' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1083.21 (12" RCP - STMH-115)RIM EL. = 1087.21F&I NEENAH R-3067-L - RSP 1-1131+60.33, 15.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-116STMH-115CB-118CB- 117CB-116CB-115 Structure NameSTORM SEWER NOTES BREAK OFF ELEVATION = 1084.18'F&I HYDRANT - 40.23' EASTF&I 8" GATE VALVE AND BOX - 35.61' EASTF&I 8"X6" TEE31+15.64, 10.17' RTF&I 8" 22.5° BEND30+63.29, 10.17' RTF&I 8" 22.5° BEND30+38.59, 20.40' RTF&I 8" 45° BEND30+35.60, 20.66' RTF&I 8" 90° BEND0+90.17, 0.00' T(CONNECT TO EX. W/M)F&I 8" GATE VALVE AND BOX - 3' NWF&I 8" 22.5° BEND0+28.00, 0.00' TDETAILSW-205W-204W-203W-202W-201W-200NOTE NUMBER WATER NOTESWM 1077.06 - 3+52.80WM 1075.57 - 3+00.45WM 1074.99 - 2+73.72WM 1074.96 - 2+70.72WM 1068.10 - 0+90.17WM 1074.02 - 0+28.00 JOINTS NOT TO EXCEED 5°PIPE DEFLECTION ATF&I 8" DIP WATERMAINF&I 8" DIP WATERMAIN COVER7' MIN W-205W-204W-203W-202W-201AND ELEVATIONEX. LOCATIONFIELD VERIFYEXISTING WATER MAINW-200STM. S. @ 2.33%106LF-24" RCP116LF-24" RCP STM. S. @ 2.99%163LF-8" PVC SAN. S. @ 4.93%39LF-8" PVC SAN. S. @ 0.60%258LF-8" PVC SAN. S. @ 2.27%STMH-116STMH-115SSMH-108SSMH-109EXISTING GROUND PROFILE OVER WATERMAINPROPOSED GROUND PROFILE OVER WATERMAIN 4+00WM 1079.18WM 1077.943+50WM 1076.96WM 1076.223+00WM 1075.56WM 1075.012+50WM 1074.84WM 1074.762+00WM 1074.37WM 1072.781+50WM 1070.21WM 1068.551+00WM 1068.11WM 1068.670+50WM 1070.82WM 1074.030+00WM4+00 EG 1086.8 FG 1087.32 EG 1087.0 FG 1086.033+50 EG 1086.9 FG 1085.03 EG 1086.5 FG 1084.293+00 EG 1086.4 FG 1083.88 EG 1085.4 FG 1083.102+50 EG 1087.3 FG 1082.91 EG 1089.1 FG 1083.602+00 EG 1087.9 FG 1084.39 EG 1085.1 FG 1083.161+50 EG 1080.9 FG 1078.64 EG 1077.2 FG 1076.981+00 EG 1077.5 FG 1078.34 EG 1075.3 FG 1078.380+50 EG 1078.3 FG 1079.29 EG 1082.5 FG 1082.500+00 EG 1086.6 FG1090108510801075107010651060109010851080107510701065106020' U.E.30' U.E.20' W/M.U.E.36LF-12" RCP STM. S. @ 1.00%8LF-12" RCP STM. S. @ 6.62%116LF-24" RCP STM. S. @ 2.99%46LF-12" RCP STM. S. @ 1.00%R83.33' BOCR56.67' BOCR70.00' ROWR70.00' ROW 37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK52LF - 8" DIP WATER MAIN (W-204 TO W-205)62LF - 8" DIP WATER MAIN (W-201 TO W-202)27LF - 8" DIP WATER MAIN (W-203 TO W-204)181LF - 8" DIP WATERMAIN (W-201 TO W-202)F&I 8" DIP WATERMAINW-202W-203 W-200W-201W-204W-205PI: 3+00.45PI: 2+73.72PI: 2+70.72PI: 0+90.17PI: 0+28.004+003+002+001+000+0037TH AVE C/L ALIGNMENTEX SSMH-100CB-115STMH-115CB-118CB-116106LF-24" RCP STM. S. @ 2.33%CB-117STMH-11616 3LF-8" PVC SAN. S. @ 4.93%258LF-8" PVC SAN. S. @ 2.27%39LF-8" PVC SAN. S. @ 0.60%SSMH-109SSMH-10832+0031+0030+00 SSBSSSSWSWSWSSSWSWSSSSSWSWSWSSSWSWSWSWSWSSSSSSSSSWSWSWSWSWSSSSSSSSSSSWSWSWSWSWSWSWS SSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSSS SS EACH SHEET.LINE (TYP.) ON THE RIGHT-OF-WAY TO BE LOCATED ON THE 1" CURB STOP ALSO CALL OUT EACH SHEET AND SERVICE (TYP.) ON K COPPER WATER CALL OUT 1" TYPE MAKE SURE TO SERVICESTORM AND WATER THAN 24" BETWEEN INSULATION IF LESS PROVIDE 4" POLY THESE AS WELL. CROSSINGS LIKE INFO'S FOR PROVIDE CROSSING MAKE SURE TO 339(DRIVEWAYS) PER CITY DETAIL PLATE 1-10ARE LOCATED IN WITHIN PAVEMENTF&I CURB BOXES FOR ALL CURB STOPS THAT5)GUTTER PER CITY DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND4)WORK BEGINNING.PUBLIC WORKS DEPARTMENT PRIOR TOCONNECTION PERMITS FROM THE CITYCONTRACTOR TO OBTAIN ALL UTILITY3)SPECIFICATIONSOF ROCHESTER STANDARD DETAILS ANDALL CONSTRUCTION TO BE PER LATEST CITY2)INSULATION PER CITY DETAIL PLATE 6-19AND W/M, THEN PROVIDE 4" POLYSTYRENEVERTICAL SEPARATION BETWEEN STORMAND STORM) AND WATER MAIN. IF 18"-24"SEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:PLAN & PROFILE - CUL-DE-SAC LIP OF CURB FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE INVESTIGATING AND DOCUMENTING EXISTING UTILITIES."THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINES FORLEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TOTHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023----PLAN & PROFILE - CUL-DE-SAC LIP OF CURB ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:00:20 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© BREAK OFF ELEVATION = 1084.18'F&I HYDRANT - 40.23' EASTF&I 8" GATE VALVE AND BOX - 35.61' EASTF&I 8"X6" TEE31+15.64, 10.17' RTF&I 8" 22.5° BEND30+63.29, 10.17' RTF&I 8" 22.5° BEND30+38.59, 20.40' RTF&I 8" 45° BEND30+35.60, 20.66' RTDETAILSW-205W-204W-203W-202NOTE NUMBER WATER NOTES INV = 1075.71 (24" RCP - STMH-117)F&I 96 S.F. SCOURSTOP TRANSITION MATF&I 24" RCP APRON W/ TRASH GUARD Structure Details A-101 Structure NameSTORM SEWER APRON NOTES INV OUT = 1071.15 (8" PVC - EX SSMH-100)INV IN = 1071.25 (8" PVC - SSMH-108)RIM EL. = 1082.67MH HEIGHT = 11.5 VFTSTA. 30+16.81, 19.19' RSANITARY STRUCTURE - 48"INV OUT = 1071.48 (8" PVC - SSMH-109)INV IN = 1071.58 (8" PVC - SSMH-107)RIM EL. = 1083.98MH HEIGHT = 12.5 VFTSTA. 30+49.80, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1079.58 (8" PVC - SSMH-108)INV IN = 1079.68 (8" PVC - SSMH-106)RIM EL. = 1090.68MH HEIGHT = 11.1 VFTSTA. 32+12.33, -0.83' LSANITARY STRUCTURE - 48"Structure Details SSMH-109SSMH-108SSMH-107 Structure NameSANITARY STRUCTURE NOTES INV OUT = 1076.39 (24" RCP - A-101)INV IN = 1076.49 (12" RCP - CB-117)INV IN = 1076.49 (24" RCP - STMH-116)RIM EL. = 1082.21F&I NEENAH R-1733-B - RSP 1-11???, ???' ???TDRAINAGE STRUCTURE - TYPE 4 - 72"INV OUT = 1078.96 (24" RCP - STMH-117)INV IN = 1079.06 (12" RCP - CB-116)INV IN = 1079.06 (24" RCP - STMH-115)RIM EL. = 1083.71F&I NEENAH R-1733-B - RSP 1-1130+44.08, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1077.42 (12" RCP - CB-117)RIM EL. = 1081.42F&I NEENAH R-3067-L - RSP 1-1130+70.42, 91.88' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1076.96 (12" RCP - STMH-117)INV IN = 1077.06 (12" RCP - CB-118)RIM EL. = 1081.05F&I NEENAH R-3067-L - RSP 1-1130+34.27, 93.40' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1079.62 (12" RCP - STMH-116)RIM EL. = 1083.61F&I NEENAH R-3067-L - RSP 1-1130+42.88, 15.08' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-117STMH-116CB-118CB-117CB-116 Structure NameSTORM SEWER NOTES EXISTING GROUND PROFILE AT LIP OF CURBPROPOSED LIP OF CURB PROFILE39LF-8" PVC SAN. S. @ 0.60%CB-118SSMH-109SSMH-108STMH-116STMH-117CB-117 6.00%-2.00%PVIE: 1087.98PVIS: 73+52.27PVIE: 1083.72PVIS: 70+25.00EVCE: 1084.37EVCS: 72+92.16BVCE: 1081.37BVCS: 71+42.16K: 18.75A.D. = 8.00%PVI ELEV = 1079.87PVI STA = 72+17.16LOW PT ELEV = 1081.00LOW PT STA = 71+79.67150.00' VC73+75 EG 1085.3 FG 1089.42 EG 1085.3 FG 1089.4273+50 EG 1086.1 FG 1087.84 EG 1086.3 FG 1086.3473+00 EG 1084.9 FG 1084.84 EG 1082.6 FG 1083.4272+50 EG 1079.2 FG 1082.32 EG 1076.7 FG 1081.5572+00 EG 1076.0 FG 1081.11 EG 1076.8 FG 1081.0071+50 EG 1079.0 FG 1081.23 EG 1082.5 FG 1081.7071+00 EG 1085.3 FG 1082.22 EG 1087.5 FG 1082.7170+50 EG 1089.0 FG 1083.22 EG 1089.2 FG 1083.7270+00 EG 1088.9 FG 1084.071100109510901085108010751070110010951 090108510801075107020' U.E.36LF-12" RCP STM. S. @ 1.00%R83.33' BOCR56.67' BOC33.34' B-BR70.00' ROWR70.00' ROW 37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROW181LF - 8" DIP WATERMAIN (W-201 TO W-202)(W-204 TO W-205)52LF - 8" DIP WATER MAIN(W-203 TO W-204)27LF - 8" DIP WATER MAINF&I 8" DIP WATERMAIN37TH AVE C/L ALIGNMENTF&I 8" DIP WATERMAINW-204W-205W-202W-2039 LF-12" RCP STM. S. @ 6.44%8LF-12" RCP STM. S. @ 6.62%CB-114116LF-24" RCP STM. S. @ 2.99%24LF-12" RCP STM. S. @ 2.91%9LF-12" RCP STM. S. @ 1.00%CB-113CB-115STMH-115CB-118CB-11646LF-12" RCP STM. S. @ 1.00%72LF-24" RCP STM. S. @ 0.95%106LF-24" RCP STM. S. @ 2.33%CB-117STMH-117STMH-116163LF-8" PVC SAN. S. @ 4.93%258LF-8" PVC SAN. S. @ 2.27%39LF-8" PVC SAN. S. @ 0.60%SSMH-109SSMH-1 08140LF-24" RCP STM. S. @ 8.88%60LF-24" RCP STM. S. @ 7.04%A-101STMH-114STMH-113PRC: 72+56.28PT: 73+53.08PC: 70+25.0073+7573+0072+0071+0070+00180LF-8" PVC SAN. S. @ 9.78%SSMH-10733+0032+0031+0030+00 SB SSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSWSWSWSWSWSSSSSSSSSWSWSWSWSWSWSSSSSSSSSSSSSWSWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSS SS TO 7' COVERSET W/M PROFILE 7.71 ftLIKE THIS.MAIN SO WE DON'T HAVE UNDESIRABLE CROSSINGS WORK BETTER TO FLIP FLOP THE STORM AND WATER SIDE OF THE SANITARY SEWER. ALSO IT MIGHT TYPICALLY ON THE NATURAL "HIGH SIDE" OR "UPHILL" WATER MAIN SHOULD BE DESIGNED/LOCATED WATER MAIN.CROSSING THE SAN. SERVICE SEPARATION FOR THE VERTICAL MEET THE 18" MIN. SO THAT YOU CAN SANITARY MAIN PIPES BETWEEN W/M AND SEPARATION VERTICAL MORE THAN 18" MAKE SURE THERE IS SEWERFROM STORM S 10' AWAY CONNECTIONKEEP WATER 340(DRIVEWAYS) PER CITY DETAIL PLATE 1-10ARE LOCATED IN WITHIN PAVEMENTF&I CURB BOXES FOR ALL CURB STOPS THAT5)GUTTER PER CITY DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND4)WORK BEGINNING.PUBLIC WORKS DEPARTMENT PRIOR TOCONNECTION PERMITS FROM THE CITYCONTRACTOR TO OBTAIN ALL UTILITY3)SPECIFICATIONSOF ROCHESTER STANDARD DETAILS ANDALL CONSTRUCTION TO BE PER LATEST CITY2)INSULATION PER CITY DETAIL PLATE 6-19AND W/M, THEN PROVIDE 4" POLYSTYRENEVERTICAL SEPARATION BETWEEN STORMAND STORM) AND WATER MAIN. IF 18"-24"SEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:37TH-AVE FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE SUBSURFACE UTILITY DATA"ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 1 PLAN & PROFILE - 37TH ST NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:00:44 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© BREAK OFF ELEVATION = 1084.18'F&I HYDRANT - 40.23' EASTF&I 8" GATE VALVE AND BOX - 35.61' EASTF&I 8"X6" TEE31+15.64, 10.17' RTF&I 8" 22.5° BEND30+63.29, 10.17' RTF&I 8" 22.5° BEND30+38.59, 20.40' RTF&I 8" 45° BEND30+35.60, 20.66' RTDETAILSW-205W-204W-203W-202NOTE NUMBER WATER NOTES INV OUT = 1082.54 (24" RCP - STMH-116)INV IN = 1082.64 (12" RCP - CB-115)INV IN = 1082.64 (24" RCP - STMH-114)RIM EL. = 1087.29F&I NEENAH R-1733-B - RSP 1-1131+60.33, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1086.86 (24" RCP - STMH-115)INV IN = 1086.96 (12" RCP - CB-114)INV IN = 1086.96 (12" RCP - CB-113)INV IN = 1086.96 (24" RCP - STMH-113)RIM EL. = 1091.15F&I NEENAH R-1733-B - RSP 1-1132+20.33, 6.83' LTDRAINAGE STRUCTURE - TYPE 4 - 60"INV OUT = 1083.21 (12" RCP - STMH-115)RIM EL. = 1087.21F&I NEENAH R-3067-L - RSP 1-1131+60.33, 15.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1087.66 (12" RCP - STMH-114)RIM EL. = 1091.65F&I NEENAH R-3067-L - RSP 1-1132+28.20, 15.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1087.05 (12" RCP - STMH-114)RIM EL. = 1091.05F&I NEENAH R-3067-L - RSP 1-1132+20.33, 15.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-115STMH-114CB-115CB-114CB-113 Structure NameSTORM SEWER NOTES INV OUT = 1071.15 (8" PVC - EX SSMH-100)INV IN = 1071.25 (8" PVC - SSMH-108)RIM EL. = 1082.67MH HEIGHT = 11.5 VFTSTA. 30+16.81, 19.19' RSANITARY STRUCTURE - 48"INV OUT = 1071.48 (8" PVC - SSMH-109)INV IN = 1071.58 (8" PVC - SSMH-107)RIM EL. = 1083.98MH HEIGHT = 12.5 VFTSTA. 30+49.80, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1079.58 (8" PVC - SSMH-108)INV IN = 1079.68 (8" PVC - SSMH-106)RIM EL. = 1090.68MH HEIGHT = 11.1 VFTSTA. 32+12.33, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1097.28 (8" PVC - SSMH-107)INV IN = 1097.38 (8" PVC - SSMH-105)RIM EL. = 1107.28MH HEIGHT = 10.0 VFTSTA. 33+92.33, -0.83' LSANITARY STRUCTURE - 48"Structure Details SSMH-109SSMH-108SSMH-107SSMH-106 Structure NameSANITARY STRUCTURE NOTESWM 1100.86 - 34+52.24WM 1077.06 - 31+15.6430+63.29WM 1075.57WM 1074.99 - 30+38.59WM 1074.96 - 30+35.60COVER7' MIN 118LF-24" RCP STM. S. @ 3.43%140LF-24" RCP STM. S. @ 8.88%60LF-24" RCP STM. S. @ 7.04%116LF-24" RCP STM. S. @ 2.99%163LF-8" PVC SAN. S. @ 4.93%94LF-8" PVC SAN. S. @ 0.67%180LF-8" PVC SAN. S. @ 9.78%39LF-8" PVC SAN. S. @ 0.60%STMH-113STMH-114STMH-115STMH-116SSMH-106SSMH-107SSMH-108SSMH-109337LF - 8" DIP WATER MAIN (W-205 TO W-206)W-206W-204W-205W-203W-202PROPOSED CENTERLINE PROFILE COVER7' MIN EXISTING CENTERLINE PROFILE EVCE: 1096.67EVCS: 32+81.74BVCE: 1084.02BVCS: 30+51.74K: 25.56A.D. = 9.00%PVI ELEV = 1085.17PVI STA = 31+66.74LOW PT ELEV = 1084.02LOW PT STA = 30+51.74230.00' VCBVCE: 1109.69BVCS: 34+44.31PVI ELEV = 1110.44PVI STA = 34+81.81HIGH PT ELEV = 1110.09HIGH PT STA = 34+84.31EVCE: 1109.63EVCS: 34+41.36BVCE: 1105.13BVCS: 33+66.36K: 9.38A.D. = -8.00%PVI ELEV = 1108.88PVI STA = 34+03.86HIGH PT ELEV = 1109.63HIGH PT STA = 34+41.3675.00' VCPVIE: 1084.00PVIS: 30+50.002.00%10.00%1.0 0%L.-F.L.=1109.43R.-F.L.=1109.43L.-F.L.=1108.79R.-F.L.=1108.79L.-F.L.=1107.52R.-F.L.=1107.52L.-F.L.=1105.59R.-F.L.=1105.59L.-F.L.=1103.13R.-F.L.=1103.13L.-F.L.=1100.63R.-F.L.=1100.63L.-F.L.=1098.13R. -F.L.=1098.13L.-F.L.=1095.64R.-F.L.=1095.64L.-F.L.=1093.32R.-F.L.=1093.32L.-F.L.=1091.26R.-F.L.=1091.26L.-F.L.=1089.43R.-F.L.=1089.43L.-F.L.=1087.86R.-F.L.=1087.85L.-F.L.=1086.52R.-F.L.=1086.32L.-F.L .=1085.43R.-F.L.=1084.59L.-F.L.=1084.59R.-F.L.=1082.49L.-F.L.=1083.99R.-F.L.=1081.37L.-F.L.=1083.63R.-F.L.=1081.05L.-F.L.=1083.13R.-F.L.=1080.95L.-F.L.=R.-F.L.=34+50 EG 1103.0 FG 1109.79 EG 1102.7 FG 1109.1634+00 EG 1102.2 FG 1107.89 EG 1100.4 FG 1105.9533+50 EG 1097.8 FG 1103.49 EG 1094.4 FG 1100.9933+00 EG 1091.2 FG 1098.49 EG 1088.4 FG 1096.0032+50 EG 1086.7 FG 1093.69 EG 1086.2 FG 1091.6232+00 EG 1086.4 FG 1089.80 EG 1087.0 FG 1088.2231+50 EG 1087.6 FG 1086.89 EG 1087.7 FG 1085.8031+00 EG 1087.5 FG 1084.96 EG 1087.5 FG 1084.3630+50 EG 1087.6 FG 1084.00 EG 1088.1 FG30+00 EG 1088.3 FG34+50WM 1100.84WM 1100.2934+00WM 1099.15WM 1097.4133+50WM 1095.12WM 1092.6933+00WM 1090.26WM 1087.8332+50WM 1085.47WM 1083.3532+00WM 1081.49WM 1079.8831+50WM 1078.52WM 1077.4131+00WM 1076.56WM 1075.8830+50WM 1075.22WM 1074.8630+00WM 1074.76111511101105110010951090108810951090108510801075107010951090108510801075107036LF-12" RCP STM. S. @ 1.00%R83.33' BOCR56.67' BOC33.34' B-BR70.00' ROWR70.00' ROW 37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROW5' CONCRETE WALK181LF - 8" DIP WATERMAIN (W-201 TO W-202)(W-204 TO W-205)52LF - 8" DIP WATER MAIN(W-203 TO W-204)27LF - 8" DIP WATER MAINF&I 8" DIP WATERMAIN37TH AVE C/L ALIGNMENTF&I 8" DIP WATERMAINW-204W-205W-202W-203W-2069LF-12" RCP STM. S. @ 6.44%8LF-12" RCP STM. S. @ 6.62%CB-114116LF-24" RCP STM. S. @ 2.99%24LF-12" RCP STM. S. @ 2.91%9LF-12" RCP STM. S. @ 1.00%CB-113CB-115STMH-115CB-118CB-11646LF-12" RCP STM. S. @ 1.00%72LF-24" RCP STM. S. @ 0.95%106LF-24" RCP STM. S. @ 2.33%CB-117STMH-117STMH-116163LF-8" PVC SAN. S. @ 4.93%258LF-8" PVC SAN. S. @ 2.27%39LF-8" PVC SAN. S. @ 0.60%SSMH-109SSMH-10814 0LF-24" RCP STM. S. @ 8.88%60LF-24" RCP STM. S. @ 7.04%10LF-12" RCP STM. S. @ 5.00%118LF-24" RCP STM. S. @ 3.43%STMH-114STMH-113CB-112180LF-8" PVC SAN. S. @ 9.78%SSMH-106SSMH-10794LF-8" PVC SAN. S. @ 0.67%SSMH-10534+0033+0032+0031+0030+00 SBSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSWSWSWSWSWSSSSSSSSSWSWSWSWSWSWSSSSSSSSSSSSSWSWSWSWSWSWSWSSSSSSSSSSSSSSS SSSSSSSSSSSSSSWSWSWSWSWSWSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSS SS TO 7' COVERSET W/M PROFILE 7.58 ftSEPARATION VERTICAL MAINTAINING 18" MIN. THE W/M AND SERVICES CROSSING ISSUES WITH THE SAN. OR YOU WILL HAVE SAN. SEWER PROFILE PROFILE AND THE BETWEEN THE W/M SEPARATION OF VERTICAL KEEP MORE THAN 18" LOOK AT TRYING TO ANOTHER AREA TO 1.04 ft7.78 ftSTORM AND WATER MAIN. AT FLIP FLOPPING THE ANOTHER REASON TO LOOK CASES. THIS MAY BE ALLOWED IN SPECIAL HYDRANTS ARE ONLY ASSEMBLY'S. TALLER TYPICAL 8' TALL HYD. INSULATION) AND WE WANT SEPARATION (WITH 4" POLY REQUIRES 18" MIN. VERTICAL THE STORM PIPE HERE. LATERAL CROSSING UNDER ISSUE WITH THE HYD. SIDE OF ROAD, MAY HAVE AN IF W/M STAYS ON THE EAST STORM SEWER PIPEOF CATCH BASINS / BE 10' MIN. CLEAR ARE REQUIRED TO WATER SERVICES 6.98 ftSTORM SEWER PIPECATCH BASINS / BE 10' MIN. CLEAR OF ARE REQUIRED TO WATER SERVICES 5.04 ftSIDE OF SAN. SERVICESALWAYS ON THE "UPHILL" BE DESIGNED/LOCATED WATER SERVICES SHOULD BREAK REPAIR.DURING A W/M OUT OF WATER HOMES ARE MORE THAN 24 WHERE NOT LOCATIONS BE LOCATED IN GV'S SHOULD ALSO MAINLINE CROSSWALKS. BUT NOT WITHIN WHEN POSSIBLE INTERSECTIONS THE OUTSIDE OF MAINLINE GV'S LOCATE 341 PAVEMENT (DRIVEWAYS) PER CITY DETAIL PLATE 1-10F&I CURB BOXES FOR ALL CURB STOPS THAT ARE LOCATED IN WITHIN5)CATCH BASINS TO HAVE B-624 CURB AND GUTTER PER CITY DETAIL PLAT 2-05.4)PUBLIC WORKS DEPARTMENT PRIOR TO WORK BEGINNING.CONTRACTOR TO OBTAIN ALL UTILITY CONNECTION PERMITS FROM THE CITY3)DETAILS AND SPECIFICATIONSALL CONSTRUCTION TO BE PER LATEST CITY OF ROCHESTER STANDARD2)DETAIL PLATE 6-19STORM AND W/M, THEN PROVIDE 4" POLYSTYRENE INSULATION PER CITYAND STORM) AND WATER MAIN. IF 18"-24" VERTICAL SEPARATION BETWEENSEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:37TH-AVE FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 2 PLAN & PROFILE - 37TH ST NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:01:13 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023- 10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© BREAK OFF ELEVATION = 1118.70'F&I HYDRANT - 10.83' EASTF&I 6" GATE VALVE AND BOX - 7.83' EASTF&I 8"X6" TEE38+20.20, 10.17' RTF&I 8" GATE VALVE AND BOX - 3' SOUTHF&I 8"X8" TEE34+97.21, 10.17' RTBREAK OFF ELEVATION = 1110.21'F&I HYDRANT - 31.67' WESTF&I 8" GATE VALVE AND BOX - 28.67' WESTF&I 8"X6" TEE34+52.24, 10.17' RTDETAILSW-208W-207W-206NOTE NUMBER WATER NOTES INV OUT = 1103.51 (24" RCP - STMH-113)INV IN = 1103.61 (24" RCP - STMH-111)INV IN = 1103.61 (18" RCP - STMH-109)RIM EL. = 1109.95F&I NEENAH R-1733-B - RSP 1-1134+78.22, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1104.59 (24" RCP - STMH-112)INV IN = 1104.69 (12" RCP - CB-112)INV IN = 1104.69 (12" RCP - CB-111)INV IN = 1104.69 (24" RCP - STMH-110)RIM EL. = 1110.17F&I NEENAH R-1733-B - RSP 1-1121+55.51, 8.00' RTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1104.63 (18" RCP - STMH-112)INV IN = 1104.73 (12" RCP - CB-110)INV IN = 1104.73 (12" RCP - CB-109)INV IN = 1104.73 (18" RCP - STMH-108)RIM EL. = 1109.06F&I NEENAH R-1733-B - RSP 1-1135+80.20, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1105.41 (18" RCP - STMH-109)INV IN = 1105.51 (12" RCP - CB-108)INV IN = 1105.51 (12" RCP - CB-107)INV IN = 1105.51 (15" RCP - STMH-107)RIM EL. = 1109.80F&I NEENAH R-1733-B - RSP 1-1136+48.20, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1110.33 (15" RCP - STMH-108)INV IN = 1110.43 (12" RCP - CB-106)INV IN = 1110.43 (12" RCP - CB-105)INV IN = 1110.43 (15" RCP - STMH-106)RIM EL. = 1114.73F&I NEENAH R-1733-B - RSP 1-1137+68.20, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1105.18 (12" RCP - STMH-111)RIM EL. = 1110.06F&I NEENAH R-3067-L - RSP 1-1121+55.51, 17.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1106.06 (12" RCP - STMH-111)RIM EL. = 1110.06F&I NEENAH R-3067-L - RSP 1-1121+55.51, 17.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1104.98 (12" RCP - STMH-109)RIM EL. = 1108.98F&I NEENAH R-3067-L - RSP 1-1135+80.20, 14.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1104.98 (12" RCP - STMH-109)RIM EL. = 1108.98F&I NEENAH R-3067-L - RSP 1-1135+80.20, 14.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1105.73 (12" RCP - STMH-108)RIM EL. = 1109.73F&I NEENAH R-3067-L - RSP 1-1136+48.20, 14.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1105.73 (12" RCP - STMH-108)RIM EL. = 1109.73F&I NEENAH R-3067-L - RSP 1-1136+48.20, 14.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1110.65 (12" RCP - STMH-107)RIM EL. = 1114.65F&I NEENAH R-3067-L - RSP 1-1137+68.20, 14.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1110.65 (12" RCP - STMH-107)RIM EL. = 1114.65F&I NEENAH R-3067-L - RSP 1-1137+68.20, 14.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-112STMH-111STMH-109STMH-108STMH-107CB-112CB-111CB-110C B-109CB-108CB-107CB-106CB-105 Structure NameSTORM SEWER NOTES INV OUT = 1098.01 (8" PVC - SSMH-106)INV IN = 1098.11 (8" PVC - SSMH-104)RIM EL. = 1110.07MH HEIGHT = 12.1 VFTSTA. 34+86.22, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1098.96 (8" PVC - SSMH-105)INV IN = 1099.06 (8" PVC - SSMH-103)RIM EL. = 1109.56MH HEIGHT = 10.6 VFTSTA. 36+28.56, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1102.85 (8" PVC - SSMH-104)INV IN = 1102.95 (8" PVC - SSMH-102)RIM EL. = 1113.95MH HEIGHT = 11.1 VFTSTA. 37+52.79, -0.83' LSANITARY STRUCTURE - 48"Structure Details SSMH-105SSMH-104SS MH-103 Structure NameSANITARY STRUCTURE NOTESWM 1110.12 - 38+20.20WM 1100.90 - 34+97.21WM 1100.90 - 34+94.21WM 1100.86 - 34+52.24COVER7' MINCOVER7' MIN 131LF - 8" DIP WATER MAIN (W-208 TO W-209)333LF - 8" DIP WATER MAIN (W-207 TO W-208)182LF-15" RCP STM. S. @ 7.02%120LF-15" RCP STM. S. @ 4.02%68LF-18" RCP STM. S. @ 1.00%102LF-18" RCP STM. S. @ 1.00%118LF-24" RCP STM. S. @ 3.43%200LF-8" PVC SAN. S. @ 6.76%124LF-8" PVC SAN. S. @ 3.05%142LF-8" PVC SAN. S. @ 0.60%94LF-8" PVC SAN. S. @ 0.67%STMH-107STMH-108STMH-109STMH-112SSMH-103SSMH-104SSMH-105W-208W-207W-206EX ISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE EVCE: 1116.96EVCS: 38+00.65BVCE: 1109.67BVCS: 35+25.45K: 31.29A.D. = 8.80%PVI ELEV = 1107.26PVI STA = 36+63.05LOW PT ELEV = 1109.19LOW PT STA = 35+80.20275.20' VCEVCE: 1109.78EVCS: 35+19.31BVCE: 1109.69BVCS: 34+44.31K: 20.00A.D. = -3.75%PVI ELEV = 1110.44PVI STA = 34+81.81HIGH PT ELEV = 1110.09HIGH PT STA = 34+84.3175.00' VCEVCE: 1109.63EVCS: 34+41.362.00%-1.75%7.05%L.-F.L.=1125.38R.-F.L.=1125.38L.-F.L.=1123.61R.-F.L.=1123.61L.-F.L.=1121.85R.-F.L.=1121.85L.-F.L.=1120.09R.-F.L.=1120.09L.-F.L.=1118.33R.-F.L.=1118.33L.- F.L.=1116.57R.-F.L.=1116.57L.-F.L.=1114.91R.-F.L.=1114.91L.-F.L.=1113.45R.-F.L.=1113.45L.-F.L.=1112.20R.-F.L.=1112.20L.-F.L.=1111.14R.-F.L.=1111.14L.-F.L.=1110.28R.-F.L.=1110.28L.-F.L.=1109.63R.-F.L. =1109.63L.-F.L.=1109.17R.-F.L.=1109.17L.-F.L.=1108.91R.-F.L.=1108.91L.-F.L.=1108.85R.-F.L.=1108.85L.-F.L.=1108.99R.-F.L.=1108.99L.-F.L.=1109.33R.-F.L.=1109.33L.-F.L.=1109.76R.-F.L.=1109.67L.-F.L.=110 9.78R.-F.L.=1109.70L.-F.L.=1109.43R.-F.L.=1109.43L.-F.L.=1108.79R.-F.L.=1108.79EG 1121.1 FG 1125.7239+00 EG 1118.7 FG 1123.96 EG 1115.5 FG 1122.2038+50 EG 1112.1 FG 1120.44 EG 1108.8 FG 1118.6838+00 EG 1106.3 FG 1116.91 EG 1105.1 FG 1115.2637+50 EG 1104.2 FG 1113.80 EG 1103.5 FG 1112.5437+00 EG 1102.5 FG 1111.49 EG 1103.1 FG 1110.6336+50 EG 1103.4 FG 1109.97 EG 1103.6 FG 1109.5136+00 EG 1103.4 FG 1109.26 EG 1102.6 FG 1109.2035+50 EG 1102.5 FG 1109.34 EG 1102.7 FG 1109.6835+00 EG 1103.0 FG 1110.03 EG 1103.2 FG 1110.0634+50 EG 1103.0 FG 1109.79 EG 1102.7 FG 1109.16WM 1117.4239+00WM 1115.67WM 1113.9338+50WM 1112.19WM 1110.4538+00WM 1108.71WM 1106.9937+50WM 1105.45WM 1104.1337+00WM 1103.04WM 1102.1736+50WM 1101.53WM 1101.1136+00WM 1100.92WM 1100.9035+50WM 1100.90WM 1100.9035+00WM 1100.90WM 1100.9034+50WM 1100.84WM 1100.29114011351130112511201115112511201115111011051100112511201115111011051100111511101105110010951090108810' U.E.10' U.E.37.34' B-B31.34' B-B BLOSSOM ST. NW37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROW60.00' ROW146LF - 8" DIP WATER MAIN (W-300 TO W-207)F&I 8" DIP WATERMAINF&I 8" DIP WATERMAINW-208W-206W-20721LF-12" RCP STM. S. @ 1.00%8LF-12" RCP STM. S. @ 2.74%CB-105CB-1068LF-12" RCP STM. S. @ 2.74%21LF-12" RCP STM. S. @ 1.00%68LF-18" RCP STM. S. @ 1.00%CB-108CB-107STMH-108120LF-15" RCP STM. S. @ 4.02%21LF-12" RCP STM. S. @ 1.16%8LF-12" RCP STM. S. @ 3.18%102LF-18" RCP STM. S. @ 1.00%10LF-12" RCP STM. S. @ 5.00%26LF-12" RCP STM. S. @ 5.31%34LF-24" RCP STM. S. @ 2.91%88LF-24" RCP STM. S. @ 1.50%118LF-24" RCP STM. S. @ 3.43%182LF-15" RCP STM. S. @ 7.02%CB-110CB-109STMH-109CB-111CB-112STMH- 112STMH-111STMH-107200LF-8" PVC SAN. S. @ 6.76%142LF-8" PVC SAN. S. @ 0.60%SSMH-103SSMH-10494LF-8" PVC SAN. S. @ 0.67%124LF-8" PVC SAN. S. @ 3.05%SSMH-10522+5022+0021+00PC: 39+12.5439+0038+0037+0 036+0035+00 SBSBSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSWSSS CB-105 MANHOLESOF STORM BE 10' MIN. CLEAR ARE REQUIRED TO WATER SERVICES 342(DRIVEWAYS) PER CITY DETAIL PLATE 1-10THAT ARE LOCATED IN WITHIN PAVEMENTF&I CURB BOXES FOR ALL CURB STOPS5)GUTTER PER CITY DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND4)WORK BEGINNING.PUBLIC WORKS DEPARTMENT PRIOR TOCONNECTION PERMITS FROM THE CITYCONTRACTOR TO OBTAIN ALL UTILITY3)AND SPECIFICATIONSCITY OF ROCHESTER STANDARD DETAILSALL CONSTRUCTION TO BE PER LATEST2)INSULATION PER CITY DETAIL PLATE 6-19AND W/M, THEN PROVIDE 4" POLYSTYRENEVERTICAL SEPARATION BETWEEN STORMAND STORM) AND WATER MAIN. IF 18"-24"SEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:37TH-AVE FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 3 PLAN & PROFILE - 37TH ST NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:01:58 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© F&I 8" 22.5° BEND40+31.87, 7.10' RTF&I 8" 22.5° BEND39+52.32, 7.10' RTBREAK OFF ELEVATION = 1118.70'F&I HYDRANT - 10.83' EASTF&I 6" GATE VALVE AND BOX - 7.83' EASTF&I 8"X6" TEE38+20.20, 10.17' RTBREAK OFF ELEVATION = 1139.94'F&I HYDRANT - 27.67' NEF&I 6" GATE VALVE AND BOX - 24.67' NEF&I 8"X6" REDUCER - 3' NEF&I 8" GATE VALVE AND BOX - 3' SWF&I 12" GATE VALVE AND BOX - 3' SEF&I 12"X8"X12"X8" CROSS3+51.14, 8.00' RTDETAILSW-210W-209W-208W-101NOTE NUMBER WATER NOTES INV OUT = 1110.33 (15" RCP - STMH-108)INV IN = 1110.43 (12" RCP - CB-106)INV IN = 1110.43 (12" RCP - CB-105)INV IN = 1110.43 (15" RCP - STMH-106)RIM EL. = 1114.73F&I NEENAH R-1733-B - RSP 1-1137+68.20, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1123.24 (15" RCP - STMH-107)INV IN = 1123.34 (15" RCP - STMH-105)RIM EL. = 1127.24F&I NEENAH R-1733-B - RSP 1-1139+49.28, 9.63' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1129.44 (15" RCP - STMH-106)INV IN = 1129.54 (15" RCP - STMH-104)RIM EL. = 1133.44F&I NEENAH R-1733-B - RSP 1-1140+37.45, 10.10' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1135.34 (15" RCP - STMH-105)INV IN = 1135.44 (15" RCP - STMH-103)RIM EL. = 1139.55F&I NEENAH R-1733-B - RSP 1-113+33.30, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1135.80 (15" RCP - STMH-104)INV IN = 1135.90 (12" RCP - CB-104)INV IN = 1135.90 (12" RCP - CB-103)INV IN = 1135.90 (12" RCP - STMH-102)RIM EL. = 1140.32F&I NEENAH R-1733-B - RSP 1-112+97.48, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1110.65 (12" RCP - STMH-107)RIM EL. = 1114.65F&I NEENAH R-3067-L - RSP 1-1137+68.20, 14.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1110.65 (12" RCP - STMH-107)RIM EL. = 1114.65F&I NEENAH R-3067-L - RSP 1-1137+68.20, 14.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1136.08 (12" RCP - STMH-103)RIM EL. = 1140.08F&I NEENAH R-3067-L - RSP 1-112+97.48, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1136.08 (12" RCP - STMH-103)RIM EL. = 1140.08F&I NEENAH R-3067-L - RSP 1-112+97.48, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details CB-106CB-105CB-104CB-103 Structure NameSTORM SEWER NOTES INV OUT = 1102.85 (8" PVC - SSMH-104)INV IN = 1102.95 (8" PVC - SSMH-102)RIM EL. = 1113.95MH HEIGHT = 11.1 VFTSTA. 37+52.79, -0.83' LSANITARY STRUCTURE - 48"INV OUT = 1116.46 (8" PVC - SSMH-103)INV IN = 1116.56 (8" PVC - SSMH-101)RIM EL. = 1127.56MH HEIGHT = 11.1 VFTSTA. 39+52.32, -4.04' LSANITARY STRUCTURE - 48"INV OUT = 1122.07 (8" PVC - SSMH-102)INV IN = 1122.17 (8" PVC - SSMH-100)RIM EL. = 1133.17MH HEIGHT = 11.1 VFTSTA. 40+31.87, -4.04' LSANITARY STRUCTURE - 48"INV OUT = 1127.86 (8" PVC - SSMH-101)RIM EL. = 1138.86MH HEIGHT = 11.0 VFTSTA. 41+34.21, -0.83' LSANITARY STRUCTURE - 48"Structure DetailsStructure NameSANITARY STRUCTURE NOTESWM 1131.33 - 41+88.82WM 1131.33 - 41+85.82WM 1131.33 - 41+64.66WM 1131.25 - 41+63.66WM 1131.25 - 41+61.16WM 1131.21 - 41+58.16WM 1110.12 - 38+20.20COVER7' MINCOVER7' MIN 128LF - 8" DIP WATER MAIN (W-210 TO W-101)80LF - 8" DIP WATER MAIN (W-209 TO W-210)131LF - 8" DIP WATER MAIN (W-208 TO W-209)139LF-15" RCP STM. S. @ 4.17%91LF-15" RCP STM. S. @ 6.69%182LF-15" RCP STM. S. @ 7.02%120LF-15" RCP STM. S. @ 4.02%103LF-8" PVC SAN. S. @ 5.54%80LF-8" PVC SAN. S. @ 6.84%200LF-8" PVC SAN. S. @ 6.76%124LF-8" PVC SAN. S. @ 3.05%STMH-104STMH-105STMH-106STMH-107SSMH-102SSMH-103SSMH-100SSMH-101W-101W-210W-209W-208EXISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE EVCE: 1116.96EVCS: 38+00.65EVCE: 1138.99EVCS: 41+40.16BVCE: 1135.60BVCS: 40+65.16A.D. = -5.05%PVI ELEV = 1138.24PVI STA = 41+02.66HIGH PT ELEV = 1138.99HIGH PT STA = 41+40.1675.00' VCPVIE: 1139.57PVIS: 41+69.162.00%7.05%L.-F.L.=R.- F.L.=L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=1138.26R.-F.L.=1138.26L.-F.L.=1137.30R.-F.L.=1137.30L.-F.L.=1135.91R.-F.L.=1135.91L.-F.L.=1134.18R.-F.L.=1134.19L.-F.L.=1132.42R.-F.L.=1132.42L.-F.L.=1130 .66R.-F.L.=1130.66L.-F.L.=1128.90R.-F.L.=1128.90L.-F.L.=1127.14R.-F.L.=1127.14L.-F.L.=1125.38R.-F.L.=1125.38L.-F.L.=1123.61R.-F.L.=1123.61L.-F.L.=1121.85R.-F.L.=1121.85L.-F.L.=1120.09R.-F.L.=1120.09L .-F.L.=1118.33R.-F.L.=1118.33L.-F.L.=1116.57R.-F.L.=1116.57L.-F.L.=1114.91R.-F.L.=1114.91L.-F.L.=1113.45R.-F.L.=1113.45L.-F.L.=1112.20R.-F.L.=1112.20L.-F.L.=1111.14R.-F.L.=1111.14 42+00 EG 1142.3 FG EG 1144.7 FG41+50 EG 1145.0 FG 1139.19 EG 1144.0 FG 1138.6141+00 EG 1141.9 FG 1137.65 EG 1138.7 FG 1136.2640+50 EG 1135.3 FG 1134.53 EG 1132.1 FG 1132.7740+00 EG 1129.3 FG 1131.01 EG 1126.7 FG 1129.2539+50 EG 1123.8 FG 1127.48 EG 1121.1 FG 1125.7239+00 EG 1118.7 FG 1123.96 EG 1115.5 FG 1122.2038+50 EG 1112.1 FG 1120.44 EG 1108.8 FG 1118.6838+00 EG 1106.3 FG 1116.91 EG 1105.1 FG 1115.2637+50 EG 1104.2 FG 1113.80 EG 1103.5 FG 1112.5437+00 EG 1102.5 FG 1111.4942+00WMWM41+50WM 1131.08WM 1130.4241+00WM 1129.28WM 1127.6740+50WM 1125.96WM 1124.2640+00WM 1122.56WM 1120.8639+50WM 1119.16WM 1117.4239+00WM 1115.67WM 1113.9338+50WM 1112.19WM 1110.4538+00WM 1108.71WM 1106.9937+50WM 1105.45WM 1104.1337+00WM 1103.0411401135113011251120111511 40113511301125112011151125112011151110110511001125112011151110110511001115111011051100109510901088CUT OF EXISTING GRADE.DUE TO NEW STREET ALIGNMENT ANDGAS AND WATERMAIN TO BE REPLACED27.34' B-B 37TH AVE. NWWINESAP DR. NW37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALKF&I 12" DIP WATERMAINF&I 8" DIP WATERMAINF&I 8" DIP WATERMAINW-101W-208F&I 8" DIP WATERMAINW-209W-210CB-10621LF-12" RCP STM. S. @ 1.00%8LF-12" RCP STM. S. @ 2.74%120LF-15" RCP STM. S. @ 4.02%19LF-12" RCP STM. S. @ 1.00%7LF-12" RCP STM. S. @ 2.80%139LF-15" RCP STM. S. @ 4.17%182LF-15" RCP STM. S. @ 7.02%91LF-15" RCP STM. S. @ 6.69%36LF-15" RCP STM. S. @ 1.00%80LF-12" RCP STM. S. @ 1.99%80LF-8" PVC SAN. S. @ 6.84%200LF-8" PVC SAN. S. @ 6.76%124LF-8" PVC SAN. S. @ 3.05%103LF-8" PVC SAN. S. @ 5.54%CB-104CB-103PT: 40+71.64PC: 39+12.5442+0041+0040+0039+0038+0037+00PT: 2+67.684+003+00 DYH W GASGASGASGASGASGASGASGASGASGASGAS W SBSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSWSSSSSSSWSWSSSSSWSWSSSSSWSWSSSSSWSSSSS S SEWER PIPEPARALLEL STORM CLEAR OF STILL KEEP 10' MIN. DRIVE LANE BUT CENTERED IN THE FROM THE CURB / FURTHER AWAY ALIGNMENT PROPOSED W/M LOCATE THIS PREFER TO WE WOULD SANITARY SEWER, PROPOSED IF THERE IS NO EASEMENTSPROPOSED EXISTING AND LABEL ALL NEEDEDINSULATION IF SEPARATION. ADD MIN. VERTICAL THE REQUIRED 18" EX. 8" W/M MEETS STORM CROSSING MAKE SURE NEW GVTEE AND NEW 8" WITH NEW 12"X8" EX. 8" DIP W/M RECONNECTING SHOW W/M (PUBLIC)"LABEL "EX. 8" DIP W/M (PUBLIC)"LABEL "EX. 12" DIP 343(DRIVEWAYS) PER CITY DETAIL PLATE 1-10ARE LOCATED IN WITHIN PAVEMENTF&I CURB BOXES FOR ALL CURB STOPS THAT5)GUTTER PER CITY DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND4)WORK BEGINNING.PUBLIC WORKS DEPARTMENT PRIOR TOCONNECTION PERMITS FROM THE CITYCONTRACTOR TO OBTAIN ALL UTILITY3)SPECIFICATIONSOF ROCHESTER STANDARD DETAILS ANDALL CONSTRUCTION TO BE PER LATEST CITY2)INSULATION PER CITY DETAIL PLATE 6-19AND W/M, THEN PROVIDE 4" POLYSTYRENEVERTICAL SEPARATION BETWEEN STORMAND STORM) AND WATER MAIN. IF 18"-24"SEPARATION BETWEEN SEWER (SANITARYMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:WINESAP DR NW FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 1 PLAN & PROFILE - WINESAP DR NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:02:36 AMAdam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023© BREAK OFF ELEVATION = 1139.94'F&I HYDRANT - 27.67' NEF&I 6" GATE VALVE AND BOX - 24.67' NEF&I 8"X6" REDUCER - 3' NEF&I 8" GATE VALVE AND BOX - 3' SWF&I 12" GATE VALVE AND BOX - 3' SEF&I 12"X8"X12"X8" CROSS3+51.14, 8.00' RTCONNECT TO EX. W/MF&I 12" GATE VALVE AND BOX0+86.31, 11.52' RTDETAILSW-101W-100NOTE NUMBER WATER NOTES INV OUT = 1135.34 (15" RCP - STMH-105)INV IN = 1135.44 (15" RCP - STMH-103)RIM EL. = 1139.55F&I NEENAH R-1733-B - RSP 1-113+33.30, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1135.80 (15" RCP - STMH-104)INV IN = 1135.90 (12" RCP - CB-104)INV IN = 1135.90 (12" RCP - CB-103)INV IN = 1135.90 (12" RCP - STMH-102)RIM EL. = 1140.32F&I NEENAH R-1733-B - RSP 1-112+97.48, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1137.49 (12" RCP - STMH-103)INV IN = 1137.59 (12" RCP - CB-102)INV IN = 1137.59 (12" RCP - STMH-101)RIM EL. = 1141.91F&I NEENAH R-1733-B - RSP 1-112+18.20, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1139.76 (12" RCP - STMH-102)INV IN = 1139.86 (12" RCP - STMH-100)RIM EL. = 1143.71F&I NEENAH R-1733-B - RSP 1-110+98.29, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1140.44 (12" RCP - STMH-101)INV IN = 1140.54 (12" RCP - CB-101)INV IN = 1140.54 (12" RCP - CB-100)RIM EL. = 1144.94F&I NEENAH R-1733-B - RSP 1-110+91.47, 46.33' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1136.08 (12" RCP - STMH-103)RIM EL. = 1140.08F&I NEENAH R-3067-L - RSP 1-112+97.48, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1136.08 (12" RCP - STMH-103)RIM EL. = 1140.08F&I NEENAH R-3067-L - RSP 1-112+97.48, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1137.66 (12" RCP - STMH-102)RIM EL. = 1141.67F&I NEENAH R-3067-L - RSP 1-112+18.20, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1140.72 (12" RCP - STMH-100)RIM EL. = 1144.85F&I NEENAH R-3067-L - RSP 1-111+09.38, 49.36' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1140.61 (12" RCP - STMH-100)RIM EL. = 1144.72F&I NEENAH R-3067-L - RSP 1-110+84.40, 45.13' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-104STMH-103STMH-102ST MH-101STMH-100CB-104CB-103CB-102CB-101CB-100 Structure NameSTORM SEWER NOTES INV OUT = 1127.86 (8" PVC - SSMH-101)RIM EL. = 1138.86MH HEIGHT = 11.0 VFTSTA. 41+34.21, -0.83' LSANITARY STRUCTURE - 48"Structure Details SSMH-100 Structure NameSANITARY STRUCTURE NOTESWM 1131.19 - 3+54.14WM 1131.25 - 3+51.14WM 1135.38 - 0+86.31COVER7' MINCOVER7' MIN FIELD VERIFY EX. LOCATION AND ELEVATION36LF-15" RCP STM. S. @ 1.00%80LF-12" RCP STM. S. @ 1.99%121LF-12" RCP STM. S. @ 1.79%41LF-12" RCP STM. S. @ 1.43%STMH-103STMH-104STMH-102STMH-101STMH-100SSMH-100329LF - 12" DIP WATER MAIN (W-101 TO W-102A)329LF - 12" DIP WATER MAIN (W-101 TO W-102A)EXISTING WATER MAIN260LF - 12" DIP WATER MAIN (W-100 TO W-101)W-101W-100EXISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE 5+00 EG 1139.1 FG 1136.39 EG 1140.0 FG 1136.894+50 EG 1140.8 FG 1137.39 EG 1142.0 FG 1137.894+00 EG 1143.2 FG 1138.39 EG 1144.1 FG 1138.893+50 EG 1144.8 FG 1139.39 EG 1145.2 FG 1139.893+00 EG 1145.2 FG 1140.39 EG 1145.5 FG 1140.892+50 EG 1144.9 FG 1141.39 EG 1144.9 FG 1141.892+00 EG 1145.0 FG 1142.39 EG 1144.6 FG 1142.891+50 EG 1144.2 FG 1143.28 EG 1144.1 FG 1143.531+00 EG 1143.5 FG 1143.62 EG 1143.4 FG 1143.570+50 EG 1143.4 FG 1143.37 EG 1142.9 FG0+00 EG 1142.4 FGEVCE: 1142.79EVCS: 1+80.00BVCE: 1143.42BVCS: 0+55.00K: 41.67A.D. = -3.00%PVI ELEV = 1144.04PVI STA = 1+17.50HIGH PT ELEV = 1143.62HIGH PT STA = 0+96.67125.00' VCPVIE: 1143.37PVIS: 0+50.00-2.00%1.00%L.-F.L.=1136.00R.-F.L.=1136.00L.-F.L.=1136.50R.-F.L.=1136.50L.-F. L.=1137.00R.-F.L.=1137.00L.-F.L.=1137.50R.-F.L.=1137.50L.-F.L.=1138.00R.-F.L.=1138.00L.-F.L.=1138.50R.-F.L.=1138.54L.-F.L.=1139.00R.-F.L.=1139.11L.-F.L.=1139.50R.-F.L.=1139.50L.-F.L.=1140.00R.-F.L.=1 140.00L.-F.L.=1140.50R.-F.L.=1140.52L.-F.L.=1141.00R.-F.L.=1140.99L.-F.L.=1141.50R.-F.L.=1141.49L.-F.L.=1142.00R.-F.L.=1141.98L.-F.L.=1142.50R.-F.L.=1142.46L.-F.L.=1142.90R.-F.L.=1142.84L.-F.L.=1143. 33R.-F.L.=1143.04L.-F.L.=1143.78R.-F.L.=1143.14L.-F.L.=1143.49R.-F.L.=1143.08L.-F.L.=R.-F.L.=1142.88L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=5+00WM 1127.17WM 1127.934+50WM 1128.79WM 1129.614+00WM 1130.26WM 1130.773+50WM 1131.27WM 1131.763+00WM 1132.26WM 1132.762+50WM 1133.24WM 1133.722+00WM 1134.20WM 1134.671+50WM 1135.04WM 1135.271+00WM 1135.38WM0+50WMWM0+00WM1145114011351130112511201115115 51150114511401135113011251155115011451140113511301125CUT OF EXISTING GRADE.DUE TO NEW STREET ALIGNMENT ANDGAS AND WATERMAIN TO BE REPLACED27.34' B-B 37TH AVE. NWWINESAP DR. NWWINESAP DR. NW37TH AVE. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROWF&I 12" DIP WATERMAIN7LF-12" RCP STM. S. @ 1.00%19LF-12" RCP STM. S. @ 1.00%7LF-12" RCP STM. S. @ 2.80%139LF-15" RCP STM. S. @ 4.17%36LF-15" RCP STM. S. @ 1.00%80LF-12" RCP STM. S. @ 1.99%25LF-24" RCP STM. S. @ 0.59%18LF-12" RCP STM. S. @ 1.00%7LF-12" RCP STM. S. @ 1.00%121LF-12" RCP STM. S. @ 1.79%41LF-12" RCP STM. S. @ 1.43%F&I 12" DIP WATERMAINF&I 12" DIP WATERMAINSSMH-100CB-104STMH-103CB-103STMH-104F&I 8" DIP WATERMAINNO DUCTILE IRON BEND NEEDEDBEND AT EACH PIPE JOINT < 5°:W-101W-100CB-102CB-201CB-200STMH-200STMH-102STMH-101CB-100STMH-100CB-10142+0041+00PT: 2+67.68PC: 1+27.045+004+003+002+001+000+00 DYH W GASGASGASGASGASGASGASGASGASG ASGASGASGASGASGASGASGASGASGASGASGASTHTOSWTT W SB HERE AT THIS TIME PROPOSED HYD. NO NEED TO ADD TESTINGOUT PIG-TAIL FOR PLUG END AND CALL OF MAINLINE 8" GV AND STICK OF W/M PIPE OUT INSTALL ONE FULL CROSSING10' FROM STORM PLACE MAINLINE 12" GV HERE AT THIS TIME PROPOSED HYD. NO NEED TO ADD TESTINGOUT PIG-TAIL FOR PLUG END AND CALL OF MAINLINE 8" GV AND STICK OF W/M PIPE OUT INSTALL ONE FULL SEWER PIPEPARALLEL STORM STILL KEEP 10' MIN. DRIVE LANE BUT CENTERED IN THE FROM THE CURB / FURTHER AWAY ALIGNMENT PROPOSED W/M LOCATE THIS PREFER TO SANITARY SEWER, IF THERE IS NO 344 WITHIN PAVEMENT (DRIVEWAYS) PER CITY DETAIL PLATE 1-10F&I CURB BOXES FOR ALL CURB STOPS THAT ARE LOCATED IN5)DETAIL PLAT 2-05.CATCH BASINS TO HAVE B-624 CURB AND GUTTER PER CITY4)BEGINNING.FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO WORKCONTRACTOR TO OBTAIN ALL UTILITY CONNECTION PERMITS3)STANDARD DETAILS AND SPECIFICATIONSALL CONSTRUCTION TO BE PER LATEST CITY OF ROCHESTER2)POLYSTYRENE INSULATION PER CITY DETAIL PLATE 6-19SEPARATION BETWEEN STORM AND W/M, THEN PROVIDE 4"(SANITARY AND STORM) AND WATER MAIN. IF 18"-24" VERTICALSEPARATION BETWEEN SEWERMAINTAIN MINIMUM 1.5' VERTICAL 1)GENERAL NOTES:WINESAP DR NW FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 2 PLAN & PROFILE - WINESAP DR NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:03:21 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 SURFACE ELEVATION = 1132.98INV = 1125.88 (12" RCP - STMH-302)F&I 12" RCP CAP Structure Details CAP-100 Cap NameSTORM SEWER CAP NOTES BREAK OFF ELEVATION = 1130.67'F&I HYDRANT - 10.50' WESTF&I 6" GATE VALVE AND BOX - 7.50' WESTF&I 8" PLUG - SOUTH END OF TEEF&I 8"X6" TEE9+01.99, 48.35' RTF&I 8" GATE VALVE AND BOX - 3' SOUTHF&I 12"X8" TEE9+01.49, 8.00' RTDETAILSW-103BW-103ANOTE NUMBER WATER NOTES BREAK OFF ELEVATION = 1132.50'F&I HYDRANT - 10.50' SEF&I 6" GATE VALVE AND BOX - 7.50' SEF&I 8" PLUG - SW END OF TEEF&I 8"X6" TEE6+79.03, 48.76' RTF&I 8" GATE VALVE AND BOX - 3' SWF&I 12" GATE VALVE AND BOX - 3' SEF&I 12"X8" TEE6+79.94, 8.00' RTDETAILSW-102BW-102ANOTE NUMBER WATER NOTES INV = 1125.31 (12" RCP - STMH-302)F&I Concrete PipeF&I 12" RCP APRON W/ TRASH GUARDINV = 1129.36 (24" RCP - CB-201)F&I Concrete PipeF&I 24" RCP APRON W/ TRASH GUARDINV = 1130.54 (24" RCP - STMH-200)F&I Concrete PipeF&I 24 RCP APRON W/ TRASH GUARD Structure Details A-300A-201A-200 Structure NameSTORM SEWER APRON NOTES INV OUT = 1127.52 (12" RCP - STMH-302)INV IN = 1127.62 (12" RCP - CB-303)INV IN = 1127.62 (12" RCP - CB-304)RIM EL. = 1132.05F&I NEENAH R-1733-B - RSP 1-118+69.81, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1125.60 (12" RCP - A-300)INV IN = 1125.70 (12" RCP - CAP-100)INV IN = 1126.10 (12" RCP - STMH-303)INV IN = 1126.10 (12" RCP - STMH-301)RIM EL. = 1132.70F&I NEENAH R-1733-B - RSP 1-117+87.34, 4.39' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1128.60 (12" RCP - STMH-302)INV IN = 1128.70 (12" RCP - CB-302)INV IN = 1128.70 (12" RCP - CB-301)INV IN = 1128.70 (12" RCP - STMH-300)RIM EL. = 1133.23F&I NEENAH R-1733-B - RSP 1-117+11.97, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1129.52 (12" RCP - STMH-301)INV IN = 1129.62 (12" RCP - CB-300)RIM EL. = 1134.04F&I NEENAH R-1733-B - RSP 1-116+29.80, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1130.02 (24" RCP - CB-200)INV IN = 1130.13 (24" RCP - A-200)RIM EL. = 1136.63F&I NEENAH R-1733-B - RSP 1-115+05.97, 18.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1127.81 (12" RCP - STMH-303)RIM EL. = 1131.81F&I NEENAH R-3067-L - RSP 1-118+69.81, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1127.81 (12" RCP - STMH-303)RIM EL. = 1131.81F&I NEENAH R-3067-L - RSP 1-118+69.81, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1128.99 (12" RCP - STMH-301)RIM EL. = 1132.99F&I NEENAH R-3067-L - RSP 1-117+11.97, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1128.99 (12" RCP - STMH-301)RIM EL. = 1132.99F&I NEENAH R-3067-L - RSP 1-117+11.97, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.80 (12" RCP - STMH-300)RIM EL. = 1133.80F&I NEENAH R-3067-L - RSP 1-116+29.80, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.64 (24" RCP - A-201)INV IN = 1129.74 (24" RCP - CB-200)RIM EL. = 1135.91F&I NEENAH R-3067-L - RSP 1-115+05.97, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.89 (24" RCP - CB-201)INV IN = 1129.99 (24" RCP - STMH-200)RIM EL. = 1135.91F&I NEENAH R-3067-L - RSP 1-115+05.97, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-303STMH-302STMH-301S TMH-300STMH-200CB-304CB-303CB-302CB-301CB-300CB-201CB-200 Structure NameSTORM SEWER NOTES A-200 WM 1122.76 - 9+01.49WM 1124.98 - 6+82.86WM 1125.04 - 6+79.94COVER7' MINCOVER7' MIN FIELD VERIFY EX. LOCATION AND ELEVATION81LF-12" RCP STM. S. @ 1.75%74LF-12" RCP STM. S. @ 3.38%81LF-12" RCP STM. S. @ 1.00%STMH-200STMH-300STMH-301STMH-302STMH-30313LF - 12" DIP WATER MAIN (W-104 TO W-105)120LF - 12" DIP WATER MAIN (W-103A TO W-104)226LF - 12" DIP WATER MAIN (W-102A TO W-103A)329LF - 12" DIP WATER MAIN (W-101 TO W-102A)329LF - 12" DIP WATER MAIN (W-101 TO W-102A)W-103AW-102AEXISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE 9+50 EG 1133.2 FG 1131.57 EG 1133.6 FG 1131.759+00 EG 1133.8 FG 1131.94 EG 1133.7 FG 1132.138+50 EG 1133.4 FG 1132.32 EG 1133.2 FG 1132.508+00 EG 1133.2 FG 1132.69 EG 1133.5 FG 1132.887+50 EG 1133.7 FG 1133.07 EG 1133.6 FG 1133.257+00 EG 1133.6 FG 1133.44 EG 1133.6 FG 1133.666+50 EG 1131.7 FG 1133.92 EG 1135.1 FG 1134.226+00 EG 1135.4 FG 1134.57 EG 1135.9 FG 1134.975+50 EG 1136.8 FG 1135.41 EG 1137.8 FG 1135.895+00 EG 1139.1 FG 1136.39 EG 1140.0 FG 1136.894+50 EG 1140.8 FG 1137.39EVCE: 1133.42EVCS: 7+03.39BVCE: 1135.82BVCS: 5+28.39K: 140.05A.D. = 1.25%PVI ELEV = 1134.07PVI STA = 6+15.89LOW PT ELEV = 1133.42LOW PT STA = 7+03.39175.00' VC-0.75%L.-F.L.=1131.18R.-F.L.= 1131.18L.-F.L.=1131.37R.-F.L.=1131.43L.-F.L.=1131.55R.-F.L.=1131.52L.-F.L.=1131.74R.-F.L.=1131.74L.-F.L.=1131.95R.-F.L.=1131.93L.-F.L.=1132.14R.-F.L.=1132.12L.-F.L.=1132.32R.-F.L.=1132.30L.-F.L.=1132 .49R.-F.L.=1132.49L.-F.L.=1132.69R.-F.L.=1132.68L.-F.L.=1132.88R.-F.L.=1132.87L.-F.L.=1133.08R.-F.L.=1133.12L.-F.L.=1133.30R.-F.L.=1133.39L.-F.L.=1133.53R.-F.L.=1133.49L.-F.L.=1133.84R.-F.L.=1133.84L .-F.L.=1134.19R.-F.L.=1134.19L.-F.L.=1134.58R.-F.L.=1134.58L.-F.L.=1135.02R.-F.L.=1135.02L.-F.L.=1135.50R.-F.L.=1135.50L.-F.L.=1136.00R.-F.L.=1136.00L.-F.L.=1136.50R.-F.L.=1136.50L.-F.L.=1137.00R.-F. L.=1137.00 9+50WM 1122.76WM 1122.769+00WM 1122.76WM 1122.768+50WM 1122.76WM 1122.768+00WM 1122.79WM 1123.057+50WM 1123.55WM 1124.087+00WM 1124.61WM 1125.136+50WM 1125.52WM 1125.786+00WM 1126.01WM 1126.245+50WM 1126.46WM 1126.715+00WM 1127.17WM 1127.934+50WM 1128.7911451140113511301125112011151155115011451140113511301125CAP-10036LF-12" RCP STM. S. @ 0.50%STREET ALIGNMENT AND CUT OF EXISTING GRADE.GAS AND WATERMAIN TO BE REPLACED DUE TO NEW27.34' B-B WINESAP DR. NWWINESAP DR. NWWINESAP DR. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROWNO DUCTILE IRON BEND NEEDEDBEND AT EACH PIPE JOINT < 5°:F&I 12" DIP WATERMAINF&I 12" DIP WATERMAIN 47LF-24" RCP STM. S. @ 0.59%70LF-24" RCP STM. S. @ 0.59%6LF-24" RCP STM. S. @ 0.59%25LF-24" RCP STM. S. @ 0.59%19LF-12" RCP STM. S. @ 1.00%7LF-12" RCP STM. S. @ 2.80%81LF-12" RCP STM. S. @ 1.75%19LF-12" RCP STM. S. @ 1.00%81LF-12" RCP STM. S. @ 1.00%74LF-12" RCP STM. S. @ 3.38%19LF-12" RCP STM. S. @ 1.54%7LF-12" RCP STM. S. @ 4.36%W-103BW-103AW-102BW-102AA-201A-200CB-201CB-200STMH-200CB-304STMH-303CB-303A-300STMH-302CB-300STMH-300CB-301CB- 302STMH-301PT: 8+62.93PC: 6+72.187+006+005+00 GASGASGASGASGASGASGASGASSB SB TESTINGOUT PIG-TAIL FOR PLUG END AND CALL OF MAINLINE 8" GV AND STICK OF W/M PIPE OUT INSTALL ONE FULL HERE AT THIS TIME PROPOSED HYD. NO NEED TO ADD 345 DETAIL PLATE 1-10(DRIVEWAYS) PER CITYWITHIN PAVEMENTARE LOCATED INALL CURB STOPS THATF&I CURB BOXES FOR5)DETAIL PLAT 2-05.GUTTER PER CITYHAVE B-624 CURB ANDCATCH BASINS TO4)BEGINNING.PRIOR TO WORKWORKS DEPARTMENTFROM THE CITY PUBLICCONNECTION PERMITSOBTAIN ALL UTILITYCONTRACTOR TO3)AND SPECIFICATIONSSTANDARD DETAILSOF ROCHESTERBE PER LATEST CITYALL CONSTRUCTION TO2)DETAIL PLATE 6-19INSULATION PER CITYPOLYSTYRENEW/M, THEN PROVIDE 4"BETWEEN STORM ANDVERTICAL SEPARATIONMAIN. IF 18"-24"STORM) AND WATERSEWER (SANITARY ANDSEPARATION BETWEENVERTICAL MAINTAIN MINIMUM 1.5'1)GENERAL NOTES:WINESAP DR NW FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA"GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THETHIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THETHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D.SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 3 PLAN & PROFILE - WINESAP DR NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:04:04 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 SURFACE ELEVATION = 1132.98INV = 1125.88 (12" RCP - STMH-302)F&I 12" RCP CAP Structure Details CAP-100 Cap NameSTORM SEWER CAP NOTES F&I 12" GATE VALVE AND BOX - 3' EASTF&I 12" 45° BEND10+30.55, 1.23' LTF&I 12" 45° BEND10+21.17, 8.00' RTBREAK OFF ELEVATION = 1130.67'F&I HYDRANT - 10.50' WESTF&I 6" GATE VALVE AND BOX - 7.50' WESTF&I 8" PLUG - SOUTH END OF TEEF&I 8"X6" TEE9+01.99, 48.35' RTDETAILSW-105W-104W-103BNOTE NUMBER WATER NOTES F&I 8" GATE VALVE AND BOX - 3' SOUTHF&I 12"X8" TEE9+01.49, 8.00' RTBREAK OFF ELEVATION = 1132.50'F&I HYDRANT - 10.50' SEF&I 6" GATE VALVE AND BOX - 7.50' SEF&I 8" PLUG - SW END OF TEEF&I 8"X6" TEE6+79.03, 48.76' RTF&I 8" GATE VALVE AND BOX - 3' SWF&I 12" GATE VALVE AND BOX - 3' SEF&I 12"X8" TEE6+79.94, 8.00' RTDETAILSW-103AW-102BW-102ANOTE NUMBER WATER NOTES INV = 1125.31 (12" RCP - STMH-302)F&I Concrete PipeF&I 12" RCP APRON W/ TRASH GUARDINV = 1129.36 (24" RCP - CB-201)F&I Concrete PipeF&I 24" RCP APRON W/ TRASH GUARDINV = 1130.54 (24" RCP - STMH-200)F&I Concrete PipeF&I 24 RCP APRON W/ TRASH GUARD Structure Details A-300A-201A-200 Structure NameSTORM SEWER APRON NOTES INV OUT = 1127.52 (12" RCP - STMH-302)INV IN = 1127.62 (12" RCP - CB-303)INV IN = 1127.62 (12" RCP - CB-304)RIM EL. = 1132.05F&I NEENAH R-1733-B - RSP 1-118+69.81, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1125.60 (12" RCP - A-300)INV IN = 1125.70 (12" RCP - CAP-100)INV IN = 1126.10 (12" RCP - STMH-303)INV IN = 1126.10 (12" RCP - STMH-301)RIM EL. = 1132.70F&I NEENAH R-1733-B - RSP 1-117+87.34, 4.39' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1128.60 (12" RCP - STMH-302)INV IN = 1128.70 (12" RCP - CB-302)INV IN = 1128.70 (12" RCP - CB-301)INV IN = 1128.70 (12" RCP - STMH-300)RIM EL. = 1133.23F&I NEENAH R-1733-B - RSP 1-117+11.97, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1129.52 (12" RCP - STMH-301)INV IN = 1129.62 (12" RCP - CB-300)RIM EL. = 1134.04F&I NEENAH R-1733-B - RSP 1-116+29.80, 6.00' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1130.02 (24" RCP - CB-200)INV IN = 1130.13 (24" RCP - A-200)RIM EL. = 1136.63F&I NEENAH R-1733-B - RSP 1-115+05.97, 18.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1127.81 (12" RCP - STMH-303)RIM EL. = 1131.81F&I NEENAH R-3067-L - RSP 1-118+69.81, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1127.81 (12" RCP - STMH-303)RIM EL. = 1131.81F&I NEENAH R-3067-L - RSP 1-118+69.81, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1128.99 (12" RCP - STMH-301)RIM EL. = 1132.99F&I NEENAH R-3067-L - RSP 1-117+11.97, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1128.99 (12" RCP - STMH-301)RIM EL. = 1132.99F&I NEENAH R-3067-L - RSP 1-117+11.97, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.80 (12" RCP - STMH-300)RIM EL. = 1133.80F&I NEENAH R-3067-L - RSP 1-116+29.80, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.64 (24" RCP - A-201)INV IN = 1129.74 (24" RCP - CB-200)RIM EL. = 1135.91F&I NEENAH R-3067-L - RSP 1-115+05.97, 12.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1129.89 (24" RCP - CB-201)INV IN = 1129.99 (24" RCP - STMH-200)RIM EL. = 1135.91F&I NEENAH R-3067-L - RSP 1-115+05.97, 12.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-303STMH-302STMH-301STMH-300STMH-200CB-304CB-303CB-302CB-301CB-300CB-201CB-200 Structure NameSTORM SEWER NOTESWM 1122.76 - 10+33.54WM 1122.76 - 10+30.55WM 1122.76 - 10+21.17WM 1122.76 - 9+01.49WM 1124.98 - 6+82.86WM 1125.04 - 6+79.94COVER7' MIN FIELD VERIFY EX. LOCATION AND ELEVATIONEXISTING WATER MAIN81LF-12" RCP STM. S. @ 1.75%74LF-12" RCP STM. S. @ 3.38%81LF-12" RCP STM. S. @ 1.00%STMH-301STMH-302STMH-30313LF - 12" DIP WATER MAIN (W-104 TO W-105)120LF - 12" DIP WATER MAIN (W-103A TO W-104)226LF - 12" DIP WATER MAIN (W-102A TO W-103A)W-105W-104W-103AW-102AEXISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE 10+90 EG 1129.6 FG EG 1128.4 FG10+50 EG 1130.7 FG EG 1131.2 FG 1131.0010+00 EG 1131.8 FG 1131.19 EG 1132.9 FG 1131.389+50 EG 1133.2 FG 1131.57 EG 1133.6 FG 1131.759+00 EG 1133.8 FG 1131.94 EG 1133.7 FG 1132.138+50 EG 1133.4 FG 1132.32 EG 1133.2 FG 1132.508+00 EG 1133.2 FG 1132.69 EG 1133.5 FG 1132.887+50 EG 1133.7 FG 1133.07 EG 1133.6 FG 1133.257+00 EG 1133.6 FG 1133.44 EG 1133.6 FG 1133.666+50 EG 1131.7 FG 1133.92EVCE: 1133.42EVCS: 7+03.39LOW PT ELEV = 1133.42LOW PT STA = 7+03.39PVIE: 1130.89PVIS: 10+40.57-0.75%L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=1130.62R.-F.L.=1130.62L.-F.L.=1130.80R.-F.L.=1130.80L.-F.L.=1130.99R.-F. L.=1130.99L.-F.L.=1131.18R.-F.L.=1131.18L.-F.L.=1131.37R.-F.L.=1131.43L.-F.L.=1131.55R.-F.L.=1131.52L.-F.L.=1131.74R.-F.L.=1131.74L.-F.L.=1131.95R.-F.L.=1131.93L.-F.L.=1132.14R.-F.L.=1132.12L.-F.L.=1 132.32R.-F.L.=1132.30L.-F.L.=1132.49R.-F.L.=1132.49L.-F.L.=1132.69R.-F.L.=1132.68L.-F.L.=1132.88R.-F.L.=1132.87L.-F.L.=1133.08R.-F.L.=1133.12L.-F.L.=1133.30R.-F.L.=1133.39L.-F.L.=1133.53R.-F.L.=1133. 49 10+9010+50WM 1122.7610+00WM 1122.76WM 1122.769+50WM 1122.76WM 1122.769+00WM 1122.76WM 1122.768+50WM 1122.76WM 1122.768+00WM 1122.79WM 1123.057+50WM 1123.55WM 1124.087+00WM 1124.61WM 1125.136+50WM 1125.521145114011351130112511201115CAP-10036LF-12" RCP STM. S. @ 0.50%STREET ALIGNMENT AND CUT OF EXISTING GRADE.GAS AND WATERMAIN TO BE REPLACED DUE TO NEWSTREET ALIGNMENT AND CUT OF EXISTING GRADE.GAS AND WATERMAIN TO BE REPLACED DUE TO NEW27.34' B-B WINESAP DR. NWWINESAP DR. NW 5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK60.00' ROWF&I 12" DIP WATERMAINNO DUCTILE IRON BEND NEEDEDBEND AT EACH PIPE JOINT < 5°:W-103BW-103AW-102BW-102AW-105W-104A-30095LF-8" PVC SAN. S. @ 5.82%19LF-12" RCP STM. S. @ 1.00%7LF-12" RCP STM. S. @ 2.80%81LF-12" RCP STM. S. @ 1.75%81LF-12" RCP STM. S. @ 1.00%74LF-12" RCP STM. S. @ 3.38%19LF-12" RCP STM. S. @ 1.54%7LF-12" RCP STM. S. @ 4.36%CB-304STMH-303CB-303STMH-302CB-300STMH-300CB-301C B-302STMH-30159LF-12" RCP STM. S. @ 0.50%PT: 8+62.93PC: 6+72.1810+9010+009+008+007+00 GASGASGASGASGASGASGASGASGASSB SS FINE. SHOULD HOLD INSTALLED IN AS IT WAS WEST OF HERE EX. 8" GV JUST AGAINST THE CONTRACTOR THEM. THE DON'T NEED WHERE WE MAINLINE GV'S ADDED WE DON'T WANT 346 CITY DETAIL PLATE 1-10PAVEMENT (DRIVEWAYS) PERLOCATED IN WITHINCURB STOPS THAT AREF&I CURB BOXES FOR ALL5)CITY DETAIL PLAT 2-05.B-624 CURB AND GUTTER PERCATCH BASINS TO HAVE4)PRIOR TO WORK BEGINNING.PUBLIC WORKS DEPARTMENTPERMITS FROM THE CITYUTILITY CONNECTIONCONTRACTOR TO OBTAIN ALL3)SPECIFICATIONSDETAILS ANDROCHESTER STANDARDPER LATEST CITY OFALL CONSTRUCTION TO BE2)PLATE 6-19INSULATION PER CITY DETAILPROVIDE 4" POLYSTYRENESTORM AND W/M, THENSEPARATION BETWEENMAIN. IF 18"-24" VERTICALAND STORM) AND WATERBETWEEN SEWER (SANITARYSEPARATIONVERTICAL MAINTAIN MINIMUM 1.5'1)GENERAL NOTES:BLOSSOM ST. FOR VERIFYING LOCATION OF ALL UTILITIES.CONTRACTOR IS RESPONSIBLE SUBSURFACE UTILITY DATA"ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY SUBSURFACE UTILITY NOTE NORTH4020SCALE ( IN FEET )0 4422810/23/2023CRAIG N. BRITTON.MINNESOTATHE LAWS OF THE STATE OF UNDERPROFESSIONAL ENGINEERTHAT I AM A DULY LICENSED WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 2023-10457 C.N.B.A.A.P.AS SHOWNJUNE, 2023 1 PLAN & PROFILE - BLOSSOM ST NW ROCHESTER, MNHADLEY CREEK, LLCMERCY HILL SUBDIVISION SHEET NO.12/6/2023 9:04:32 AM Adam Pleschourt Plotted by:J:\\Hadley Creek LLC-45713\\2023-10457\\CADD\\Civil\\C-PP-2023-10457.dwg WIDSETH SMITH NOLTING & ASSOCIATES, INC.2023 CONNECT TO EX. W/MF&I 8" GATE VALVE AND BOX20+59.93, 9.84' LTF&I 8" GATE VALVE AND BOX - 3' SOUTHF&I 8"X8" TEE34+97.21, 10.17' RTBREAK OFF ELEVATION = 1110.21'F&I HYDRANT - 31.67' WESTF&I 8" GATE VALVE AND BOX - 28.67' WESTF&I 8"X6" TEE34+52.24, 10.17' RTDETAILSW-300W-207W-206NOTE NUMBER WATER NOTES INV OUT = 1103.51 (24" RCP - STMH-113)INV IN = 1103.61 (24" RCP - STMH-111)INV IN = 1103.61 (18" RCP - STMH-109)RIM EL. = 1109.95F&I NEENAH R-1733-B - RSP 1-1134+78.22, 6.83' LTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1104.59 (24" RCP - STMH-112)INV IN = 1104.69 (12" RCP - CB-112)INV IN = 1104.69 (12" RCP - CB-111)INV IN = 1104.69 (24" RCP - STMH-110)RIM EL. = 1110.17F&I NEENAH R-1733-B - RSP 1-1121+55.51, 8.00' RTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1106.00 (24" RCP - STMH-111)INV IN = 1106.10 (24" RCP - A-100)RIM EL. = 1111.65F&I NEENAH R-1733-B - RSP 1-1120+67.97, 8.00' RTDRAINAGE STRUCTURE - TYPE 2 - 48"INV OUT = 1105.18 (12" RCP - STMH-111)RIM EL. = 1110.06F&I NEENAH R-3067-L - RSP 1-1121+55.51, 17.67' RTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'INV OUT = 1106.06 (12" RCP - STMH-111)RIM EL. = 1110.06F&I NEENAH R-3067-L - RSP 1-1121+55.51, 17.67' LTDRAINAGE STRUCTURE - TYPE 1 - 2'X3'Structure Details STMH-112STMH-111STMH-110CB-112CB-111 Structure NameSTORM SEWER NOTES INV = 1106.92 (24" RCP - STMH-110)F&I Concrete PipeF&I 24 RCP APRON W/ TRASH GUARD Structure Details A-100 Structure NameSTORM SEWER APRON NOTES INV OUT = 1098.01 (8" PVC - SSMH-106)INV IN = 1098.11 (8" PVC - SSMH-104)RIM EL. = 1110.07MH HEIGHT = 12.1 VFTSTA. 34+86.22, -0.83' LSANITARY STRUCTURE - 48"Structure Details SSMH-105 Structure NameSANITARY STRUCTURE NOTESWM 1100.90 - 22+06.16WM 1103.70 - 20+59.86 AND ELEVATIONFIELD VERIFY EX. LOCATION COVER7' MIN EXISTING WATER MAIN146LF - 8" DIP WATER MAIN (W-300 TO W-207)W-207W-30034LF-24" RCP STM. S. @ 2.91%88LF-24" RCP STM. S. @ 1.50%STMH-112STMH-111STMH-110SSMH-105EXISTING CENTERLINE PROFILEPROPOSED CENTERLINE PROFILE EVCE: 1110.94EVCS: 21+25.12BVCE: 1111.99BVCS: 20+50.12K: 63.27A.D. = -1.19%PVI ELEV = 1111.69PVI STA = 20+87.62HIGH PT ELEV = 1111.99HIGH PT STA = 20+50.1275.00' VCPVIE: 1109.81PVIS: 22+09.67PVIE: 1110.09PVIS: 21+96.00PVIE: 1109.80PVIS: 21+81.83PVIE: 1111.99PVIS: 20+50.00-2.00%2.00%-2.00%-0.81%22+50 EG 1094.9EG 1098.4 22+00 EG 1102.5 FG 1110.01 EG 1106.8 FG 1109.9421+50 EG 1110.9 FG 1110.44 EG 1111.1 FG 1110.9421+00 EG 1110.7 FG 1111.39 EG 1110.9 FG 1111.7420+50 EG 1112.0 FG 1111.99 EG 1112.0 20+00 EG 1111.8L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=L.-F.L.=1110.03R.-F.L.=1110.03L.-F.L.=1110.53R.-F.L.=1 110.53L.-F.L.=1110.98R.-F.L.=1110.98L.-F.L.=1111.33R.-F.L.=1111.33L.-F.L.=1111.60R.-F.L.=1111.60L.-F.L.=R.-F.L.=L.-F.L.=R.-F.L.=22+5022+00WM 1101.04WM 1101.6421+50WM 1102.09WM 1102.5421+00WM 1102.98WM 1103.4320+5020+001125112011151110110511001095112511201115111011051100109510' U.E.37.34' B-B5' CONCRETE WALK5' CONCRETE WALK5' CONCRETE WALK142LF-8" PVC SAN. S. @ 0.60%94LF-8" PVC SAN. S. @ 0.67%60.00' ROW5' CONCRETE WALK BLOSSOM ST. NW NO DUCTILE IRON BEND NEEDEDBEND AT EACH PIPE JOINT < 5°:W-206W-207CB-110CB-109STMH-109CB-111CB-112STMH-112STMH-111SSMH-10521LF-12" RCP STM. S. @ 1.16%8LF-12" RCP STM. S. @ 3.18%102LF-18" RCP STM. S. @ 1.00%10LF-12" RCP STM. S. @ 5.00%26LF-12" RCP STM. S. @ 5.31%34LF-24" RCP STM. S. @ 2.91%88LF-24" RCP STM. S. @ 1.50%118LF-24" RCP STM. S. @ 3.43%F&I 8" DIP WATERMAINF&I 8" DIP WATERMAINW-30054LF-24" RCP STM. S. @ 1.50%A-100STMH-11022+5022+0021+0020+0035+0034+00 TTHTTTTSBSBSSSSWSWSWSSSSSWSWSWSWSWSSSSSWSWSSSSS WSWSSS 4)347 development. purpose of constructing the street, utility, and drainage facilities needed to serve theway and easements of adequate size and dimension are provided for the -of-Rights m) permitted uses on, or the efficient continued development of, adjacent properties.y of The proposed subdivision will not have adverse impacts on the safety or viabilit l) design of the subdivision. Range Capital Improvements Programs and the elements listed in those programs in the-year and other Long-sion has taken into account the current sixThe proposed subdivi k) connections, and adequate buildable area in each lot for planned uses.vehicle, transit, vehicular, service and emergency access, efficient utility service motorized -lot and block layout provide for safe and convenient pedestrian, non The j) wastewater systems that exceed adopted standards.site impacts on the street, drainage, water, or -The proposed subdivision will not have off i) lots are developable for their designated purposes.ater tables have been adequately studied to ensure that all The soils, topography and w h) standards.60.400.040C Subdivision level Connectivity and Circulation and applicable traffic service transportation plans and is consistent with the street layout standards listed in Section zed system is consistent with adopted motori-The vehicular, pedestrian, transit and non g) or adopted drainage or stormwater policies.the City of Rochester and is consistent with the adopted Stormwater Management Plan plan for soil erosion and stormwater management meets the adopted standards of The f) efficient and timely extension to serve future development.normal and fire protection demands of proposed development and to provide for the The proposed water system and sanitary sewer system are adequate to serve the e) or county ordinance.aw or city The proposed land subdivision will not result in a violation of federal or state l d) General Development Plan, Conditional Use Permit, and/or Traffic Impact Study.The proposed land subdivision permit is consistent with any approved and applicable c) this UDC. UDC has been approved pursuant toModification, Major Modification, or Variance for any deviation from the standards in this The proposed land subdivision conforms to all standards in this UDC, unless a Minor b) consistent with the adopted Comprehensive Plan.The proposed land subdivision is a) Subdivision Permit, if it determines that the following criteria are met:The Planning Commission shall recommend, and City Council shall approve, a Major Land Criteria for Major Land Subdivision Permit Approval n)348 minimize or eliminate flood damage.located and constructed to All public utilities and facilities, such as sewer, gas, electrical, and water systems, are vi) andbuilding sites no lower than two feet below the regulatory flood protection elevation; both to the subdivision and to the individual The subdivision provides road access v) access roads are clearly labeled on all required subdivision drawings and pla?ng documents; boundaries, the regulatory flood protection elevation and the required elevation of alloodway and/or Flood Fringe District For all subdivisions containing land within the Fl iv) Adequate drainage is provided to reduce exposure of flood hazard; or above the regulatory flood protection elevation;Each lot contains a potential building site located outside of the Floodway District at ii) ordinance; of the future residents of the proposed subdivision in a manner consistent with this erosion potential, or any other floodplain related risks to the health, safety, or welfare k formations with severe limitations for development, severe drainage, soil and rocThe proposed subdivision adequately mitigates the risks of flooding, inadequate i) Overlay:Floodplain –For any land located within the Special Flood Hazard Area of the FPO p) subdivision residents into surrounding residential districts. spillover parking fromIf located in a residential zoning district, the subdivision addresses the need to avoid o) adopted plans, policies, and regulations. The proposed parks, trail thoroughfares, and open space dedications are consistent with Planning 349 \[UNANIMOUS\] APPROVED RESULT: Cline A Robert ABSENT: Krull, John EischenEberhart, Joanne Crawford, Jeremy C Andrist, Jonathon P Ruchi Gupta, Randy R Schubring, Alissa T Moe, Aaron D AYES: Moe T Alissa Eberhart D Aaron MOVER: . parkland their meet shall applicant the Plat, Final the of recordation to Prior 4. Department to revise street names.Planning County Olmsted with shall applicant the Application, Plat Final a of to Prior 3. RPU.satisfaction of the to plans utility the revise shall applicant the Application, Plat Final a of to Prior 2. Rochester Public Works.be approved by shall Plan and Civil a Application, Plat Final a of to Prior 1. Conditions: two outlots.of 28.6 acres into 38 residential lots and be known as Mercy Hill Second, with four conditions, for the subdivisionLLC, to 020PLAT by Farmland -Motion to forward a recommendation to Council approving Major Land Subdivision No. CD2023 lots and two outlots.of 28.6 acres into 38 residential Farmland LLC, to be known as Mercy Hill Second, with four conditions, for the subdivision020PLAT by -Forwarding a recommendation to Council approving Major Land Subdivision No. CD2023Official Act: Second Hill Mercy as known be to LLC, Farmland by 020PLAT-CD2023 No. Subdivision Land Major. 5.B Recommendations and Reports 1) MINUTES Commission Zoning & Planning ROCHESTER, OF CITY 2024 10, January - Zoning & RESOLUTION350obligation. 4.Prior to recordation of the Final Plat, the applicant shall meet their parkland Olmsted County Planning Department to revise street names.3.Prior to acceptance of a Final Plat Application, the applicant shall coordinate with plans to the satisfaction of RPU.2.Prior to acceptance of a Final Plat Application, the applicant shall revise the utility Management Plan shall be approved by Rochester Public Works. 1.Prior to acceptance of a Final Plat Application, a Civil and Stormwater CONDITIONSshown below.CD2023-020PLAT requested by Farmland LLC, subject to the conditions of approval BE IT FURTHER RESOLVED, that the City approve Major Land Subdivision No. criteria subject to the imposition of the below-stated fourconditions of approval.preponderance of the evidence submitted at the public hearing that it has satisfied the above that, based upon the above-stated findings of fact, the Applicant has shown by a NOW,THEREFORE IT BE RESOLVEDby the Common Council of the City of Rochester application subject to fourconditions. hearing to consider this application and adopted the findings of fact and approved the WHEREAS, on February 5, 2024, the City of Rochester Common Council held a public the application and recommended approval subject to fourconditions.WHEREAS, on January 10, 2024, the City of Rochester Planning Commission reviewed meets the criteria in R.C.O §60.500.040 (subd. G) Major Land Subdivision Permit.to the Community Development memo dated January 10, 2024, and finds the proposal WHEREAS, the Council adopts the Planning Commission findings as described attached 28.60acres of land located west of Rome Circle NW.WHEREAS, the Major Land Subdivision proposes 38residential lots and two outlots on Subdivision approval to be known as Mercy Hill Second. WHEREAS, Farmland LLChas requested from the City of Rochester Major Land 28.60Acres, LocatedWest Of Rome Circle NW.Hill Second, A Project Consisting Of 38Residential Lots And Two Outlots On Approving MajorLandSubdivisionNo.CD2023-020PLAT, To Be Known AsMercy PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF351Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 352 evah?taht?segnahc?eht?ot?eud?noitangised?dnemmocer?ton?od?setammaet?tnempoleveD?ytinummoC?.yduts?eht?fo?51?egap?no?dedivorp?osla?si?noitangised?rofnoitadnemmocer?rieht?ni?CPH?eht?yb?edam?noitom ?eht?fo?gnidrow?ehT?.noitadnemmocer?eht?rof?nosaerrieht?sa?"setatS?detinU?eht?ro?etatS?,ytiC?eht?fo?scitsiretcarahc?larutluc?ro?,egatireh?,tnempoleved?ehtfo?trap?sa?eulav?ro?,tseretni?,retcarahc?stI" ?,1?airetirc?gnitic?,krap?eht?fo?noitangised?kramdnal?dnemmocerot?detov?ylsuominanu?CPH?ehT?.noitangised?eht?fo?rovaf?ni?saw?dna?ekops?cilbup?eht?morf?laudividnieno?;rebmetpeS?ni?CPH?eht?yb?dleh?saw? gniraeh?cilbup?A?.airetirc?noitangised?lacol?teem?ton?did?ytreporpeht?taht?noinipo?na?dedivorp?yehT?.weiver?rieht?rof?lennosrep?noitavreserp?lacol?OPHS?eht?ot?tnessaw?noitamrofni?,noitangised?lacol?r of?noitaredisnoc?rednu?seitreporp?rof?etutatS?etatS?eht?yb?deriuqer?sA?.noitangised?kramdnal?rof?krapeht?redisnoc?ot?ssecorp?eht?tuo?yrrac?ot?CPH?eht?ot?kcab?ti?dednamer?dna?62?enuJ?no?noisiced?s'CPH ?ehtno?setammaet?ytiC?morf?laeppa?na?deredisnoc?licnuoC?ehT?.yrotnevni?cirotsih?eht?no?ytreporp?siht?peekot?esohc?CPH?ehT?.yrotnevni?eht?morf?ti?evomer?ot?setammaet?ytiC?yb?noitadnemmocer?a?htiw?,320 2,32?yaM?no?CPH?eht?ot?thguorb?saw?ytreporp?ehT?.airetirc?noitangised?kramdnal?lacol?eht?ot?ti?deilppadna?yduts?eht?morf?noitamrofni?dezilitu?setammaet?ytiC?.noitangised?retsigeR?lanoitaN?rof?stnemer iuqereht?teem?ton?did?ti?denimreted?)OPHS(?eciffO?noitavreserP?cirotsiH?etatS?eht?fo?noisivid?weiveRlatnemnorivnE?dna?ecivreS?kraP?lanoitaN?eht?htob?morf?lennosreP?.nekatrednu?saw?ecnacifingis?cirots ihs'krap?eht?fo?yduts?deriuqer?a?,stnemevorpmi?krap?rof?tnarg?dednuf?yllaredef?a?fo?lavorppa?eht?htiW?.noitaredisnoc?rehtruf?dna?yrotnevni?eht?morf?lavomerro?noitangised?kramdnal?rehtie?rof?deweiver? 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lacsiF.noitangised?kramdnal?rof?noitadnemmocer?dna?gniraeh?cilbup?CPH?-?3202?,62?rebmetpeS.gniteem?gnimocpu?na?ta?kraPdleiF?lairomeM?sreidloS?etangised?ot?noitadnemmocer?eht?redisnoc?ot?stseuqer?CPH? -?3202?,72?enuJ.yrotnevni?cirotsiheht?no?kraP?dleiF?lairomeM?sreidloS?niatniam?dna?CPH?htiw?rucnoc?ot?noisiced?licnuoC?-?3202?,62?enuJ.yrotnevni?cirotsih?eht?no?kraP?dleiF?lairomeMsreidloS?peek?ot?no isiced?dna?evomer?ot?noitadnemmocer?smaet?ytiC?fo?weiver?s'CPH?:3202?,32?yaM.tsil?kramdnal?laitnetop/yrotnevni?cirotsih?eht?no?decalp?kraP?dleiF?lairomeM?sreidloS?:?7102?,22?yraurbeF:tnemegagnE?ytinu mmoC?&?snoitcA?evitalsigeL?roirP.licnuoC?eht?ot?elbalaeppa?era?snoisiced?CPH?.CPH?eht?yb?snoitaretlarojam?;setammaet?ytiC?yb?deweiver?era?snoitaretla?roniM?.serutaef?gninifed-retcarahc?eht?ot?detaler deredisnoc?era?ytreporp?eht?ot?snoitaretla?desoporp?,devorppa?si?noitangised?kramdnal?fi?,esuacebereh?dedivorp?era?yehT??.airetirc?teem?ton?did?ytreporp?eht?taht?noitadnemmocer?eht?ot?eud?,siht?rof?t onerew?tub?,yduts?noitangised?eht?ni?detnemucod?dna?deifitnedi?yllacipyt?era?serutaef?gninifed?retcarahC?.saera?demmargorp?dna?lanoitaercer?evitcnitsid?eht?neewteb?noitazinagro?laitaps?ehT?.4dna?;flo g?dna,scitauqa?,sdnuorgyalp?,scitelhta?,slairomem?rof?yllacificeps?,gnimmargorp?dednetni?fo?saera?ehT?.3.esuohhtab?ro?esuohdleif?detacol?yllartnec?A?.2.krap?eht?fo?yrtemmys?llarevo?ehT?.1:ytreporp?eh t?fo?serutaef?gninifed-retcarahcgnieb?sa?gniwollof?eht?deifitnedi?CPH?eht?,noitangised?kramdnal?rof?noitadnemmocer?rieht?fo?trap?sA:tcapmI?IED?&?snoitaredisnoC?yciloP ytiuqE?laicoSsecivreS?ytilauQ:se lpicnirP?lanoitadnuoF?&?seitiroirP?.tseretni?citehtsea?ro?,citsitra?,larutluc?euqinu?ro?laicepsot?detaler?ytinummoc?eht?ot?tnatropmi?seitreporp?ezingocer?ot?noitpo?na?htiw?ytiC?eht?edivorp?lliw?sihT? .airetirc?kramdnaL?cirotsiH?teem?ton?od?tub?ecnacifingis?larutluc?evah?taht?seitreporp?cilbup?ezingocerdna?yfitnedi?ot?desu?eb?dluow?yrogetac?noitavresnoC?larutluC?ehT??.noitangised?kramdnal?cirotsih morf?tnereffid?si?taht?noitaredisnoc?licnuoC?rof?noitpo?na?gnidivorp?si?maeT?tnempoleveD?ytinummoC?ehT??.nalP?noitavreserPegatireH?eht?fo?trap?sa?detpoda?saw?hcihw?,D?xidneppA?deltit?,tekcap?siht?ni? dehcatta?si?ytirgetnicirotsih?gnitaulave?tuoba?noitamrofni?lanoitiddA?.ytirgetni?cirotsih?fo?noitaulave?na?sedivorp?yduts?eht?fo?31egaP?.tnemmoc?cilbup?no?desab?dna?retfa?dnuof?noitamrofni?lacirotsih ?lanoitidda?dna?3202?,62?enuJ?nolicnuoC?eht?ot?detneserp?noitaulave?tnempoleveD?ytinummoC?lanigiro?eht?sedulcni?tI?.detadpu?neeb?sahyduts?kramdnal?cirotsih?dehcatta?ehT?.CPH?eht?yb?detic?airetirc?eht ?rednu?krap?eht?fo?noitangised?lacoleht?troppus?ot?ytirgetni?lacirotsih?fo?kcal?a?si?erehT?.sraey?53?tsap?eht?ni?krap?eht?tuohguorht?derrucc A 354 evitanretlA?ytreporP?noitavresnoC?larutluC?-?noitangiseD?tfarDytirgetnI?cirotsiH?-?D?xidneppAkraP?lairomeM?dleiF?sreidloS?retsehcoR?-?retteL?OPHS3202?,1?rebmeceD?detadpU?-?noitaulavE?kramdnaL?d leiF?sreidloS:stnemhcattA nergdnuL-nosrettaP?ylloM:yB?deraperP.yrotnevnI?cirotsiHeht?morf?ytreporp?eht?evomer?dna?noitadnemmocer?CPH?eht?yned?ot?si?noitca?licnuoC?evitanretla?rehton 355 Rochester Historic Landmark Study IAL PARKSOLDIERS FIELD MEMOR His 356 , accessed May 12, 2023 https://rpu.maps.arcgis.com/Olmsted County GIS, 2 2372-01460. SHPO #2022-23, review of grant for park project LWCF grant #27-9-Per NPS letter 5 1 2 Location Map 1 Not Eligibleetermined D –National Register Determinations vious Pre 00364-ROC-OL NumberSHPO Inventory 640213025725 640232024851, 640224009179, 640213025319, 640243025721, 640234024883, 640213025329, 640213025723, 640243025722, )Property ID (PIN T 106 N, R14 W, Rochester Township, SE Corner Section 2 USGS Quad 02-14-City Lands 106 Legal Descript Olmsted County Rochester City/Twp 244 E Soldiers Field Drive SW Address Soldiers Memorial Field Park Current Name Soldiers Memorial Field Park Historic Name Identification Property Identification & Description 1 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 357 2000 (relocated) West maintenance building 1951 Site East Picnic Area date unknown –Reduced in size/altered )1969 (dedicated/named (present in photos) 1940-Pre William Van Hook Gardens ca. 2006 ca. 2006 2006 surface replaced and 2 courts removed 1980 court added 2020 surface replaced 970’s & 2000’s 1 88New 19 house (demolished)original field -1929 1936 (demolished) markerBathhouse cupola historic 1988 1936 Aquatic pumphouse Structure New pool 1988 1936 (demolished) Structure Resource Type s/DistrictsAssociated Propertie Public Park Current Use Public Park Original Use )original( - Construction Date None Style Hugh Vincent Feehan ArchitectLandscape DescriptionProperty 2 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 358 , accessed May 15, 2023https://rpu.maps.arcgis.com/Olmsted County GIS, 4 105.jpg-2A-University of Minnesota, Borchart Map Library, https://geo.lib.umn.edu/Olmsted/1940/WB 3 , labeled “Suggested Plan . The first shows a plan by Hugh Vincent Feehanillustrating this are imagesBelow Along with the trees, there has been at least one formal garden, which is no longer present. 4 3 Trees · . (right) and those that remained and were added by 2021 (left) in as they existed The following images show the initial plantings. DriveGeorge Gibbs Field Drive & h the east and west main drives, East Soldiers ded the planting of trees evenly spaced along botincluThis for the park. “comprehensive botanical program”An August 8, 1934 Post Bulletin references a Vegetation . , as followsbased on these categoriesabove are reviewed in the table The features identified i designation.for possible historic features landscapesto consider when evaluating categories sevenestablished The National Park Service sCategorie Historic Landscape – FeaturesIdentification of ca. 1992 Structure ca. 1992 Structure ca. 1992 Building Building ca. 1942/43, ca. 1978, 1992 3 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 359 buildingarks and Forestry operations Plan for Soldier Memorial Field (1935) prepared by Hugh Vincent Feehan, Location: City of Rochester P 8 s Field Looking East, Rochester”, MNHS archives, https://search.mnhs.org/index.php?brand=cms“Soldier 7 105.jpg-2A-University of Minnesota, Borchart Map Library, https://geo.lib.umn.edu/Olmsted/1940/WB 6 Source: Rochester Park & Recreation Department files 5 8 TrailsStreets & · was constructed.2000, when the new memorial -1988, this connection was removed and replaced with a path. The main entry was modified 1998connected behind/south of the pool. In . Originally, theyinward toward the parks center then curveDrive. Both streets eorge Gibbs East Soldiers Drive and G split into east and west memorial drives,running track/football field with the pool house centered as a visual terminus. This center entry then to have a view across the for this entry was designed It Third Avenue. oming off of, cfrom the northwith a distinctive street arrangement. The main entry is Soldiers Memorial Field Park was laid out irculationC 7 6 5 sGarden · third image is from a post card, date and specific location within the park unknown. The Hook gardens. similar layout to the Feehan plan in the location now called the William M VanThe second is a close up from the 1940 aerial showing the presence of a garden with indicated. On the plan, “Roses”, “Perennials”, and “Ornamental Shrub Plantings” are .arden”for Botanical G 4 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 360 New Swimming Pool, Rochester”, https://search.mnhs.org/index.php?brand=cms “Soldier’s Field and 9 uredrelignment occwhere river area northeast of the park showing wooded 9 1938 photo iv Alignment Current River iii Sanborn Map 1920 section of the park were reduced to one. channel was straightened and the multiple channels in the northeast The main . ii DOT), in 1933The Zumbro River was realigned by the Minnesota State Highway Department (precursor of Mn Water Features ground elevation of the park. below the 10 to 14 feet The river flows approximately e site from southwest to northeast. transects thThe exception to this is the river valley which history of the park. e roughout thflat th relativelyUSGS maps over time show that the property where the park is located was and continues to be Topography 5 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 361 sic 14 Milwaukee Cultural Resource Management Report, p. 41-University of Wisconsin 13 Photo by Author, May 16, 2023 12 al/https://soldiersfieldveteransmemorial.org/memori Soldiers Field Veterans Memorial Inc. 11 https://soldiersfieldveteransmemorial.org/memorial/ Soldiers Field Veterans Memorial Inc. 10 baseball or . Thesymmetrically mostly arrangedwere of the golf course, the sports fields and courts . North diagonallyfrom the southwest to the northeast s the courseriver segment . Thethe golf coursebeing devoted to park was laid out with the southern portion, approximately 2/3’s of its entirety, The Spatial Relationships 14 1936 Golf Course Pumphouse 13 1956 Golf Course Restooms less. lf course restroom in 1956. The remaining extant structures are 35 years or built in 1937 and the goexisting structures in the park are less than 50 years old. The golf course pumphouse was All but two tructuresS 12 Howitzer 11 dedication1951 eagle orial objects have been placed in the park within the past 30 years. Howitzer, all other mem. With the exception of this and the World War I 10 the American Legion in 1951 and relocated in 2000eagle sculpture/monument, dedicated by The first known memorial object placed in the park was the Site Furnishings & Objects 6 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 362 Milwaukee Cultural Resource Management, p. 5-University of Wisconsin 15 15 outside of the main drives. tures, objects and sites are located around the edges of the park, picnic facilities and other strucas part of the memorial, including lining the drives of either side of the park. Playground equipment, northern most portion of the park. Vegetation has changed over time but trees continue to be used are located at the . Memorial objectsbetween the track to the north and golf course to the south parkThe aquatics area is centered in the . the ball fields both east and westcurving around the outside of ither side of the oval track in the center, with the memorial drives e located on are softball diamonds 7 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 363 eransmemorial.org/memorial/https://soldiersfieldvet Soldiers Field Veterans Memorial Inc. 16 Minor additions occurred in e golf course expanded to 18 holes. pool house being completed and th Development of the park continued into the 1930’s with the athletic facilities, including the pool and 16 6 (after east ballfield, before pool)931Soldiers Field Park, ca. to develop plans for the park. red by the City Minneapolis was hiIn1927, Hugh Vincent Feehan of course being completed and opening for use the following spring. hole -The first aspect of the park to be constructed was a small golf clubhouse in 1926 with the 9 product” of the project. -course was a “by the golf ;City…” and to be a memorial to veterans of all warsprimary purposes were to provide play and recreational facilities “…for all citizens and children of the parks the committee chair indicated that Thefor $30,000 and add it to the park system. purchase it Blanche Graham were identified and secured by the American Legion and the City agreed to . 160 acres of land owned by Dr. Christopher and lined memorial drive-along with a tree athletic fieldan conceived, the park was to have golf, picnic and formed a committee for the purpose. As initially Planning for Soldiers Memorial Field Park began in 1926 when the local American Legion post Cultural Resource Management, February 2023.Milwaukee -ield, Rochester, completed by the University of WisconsinSurvey of Soldiers Memorial F, unless otherwise noted, is from the Phase II Architectural History in this section The information History of the Property 8 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 364 sic 18 https://soldiersfieldveteransmemorial.org/memorial/ Soldiers Field Veterans Memorial Inc. 17 d Harrollocal architect, esigned by ’s home. D Business owner, Newton Hollanddowntown growth is to ionconnect it’s On example that illustrates this neighborhood growth and developed with homes. o the west, the area was already d ½ a block further south. TAve) an st block west (on 1Street. Schuster Brewing Co was a th of Broadway Avenue at it Southern terminus, just south of 4Avenue South, developed extended to the river, with the old fire hall being placed in the center st and 1Along Broadway wn in 1928. “…diversity and extensive types of businesses present…” in the downto indicates the , Present Day-Urban/Downtown Development, 1889, ontextcocal The existing l v .study Historical ContextsRochester neighborhood, which are documented in the h of the nearby and growtcommercial district redevelopment projects at the park do coincide with activities occurring in the nearby downtown development of and initial , are limited and fairly broad. The Rochester’s developed historical contexts Historic Contexts 2021. corner of the park began inConstruction on the law enforcement memorial in the northwest were added over the next decade. In 2000, the wall of remembrance was completed and additional memorial statutes and other objects 18, 1998in backgroundonstruction Memorial Fundraising Sign with pool c 17, date unknownmonuentRemoval of circular drive around eagle donations continued to be collected. andmemorial wall, a redesign of the main entry was initiated for theAt the same time, lt 10 years previous).rebui(The pool itself having been replaced with new structure. waspool house 1998, when theoccurred in A major change house and four foot bridges for the golf course were also constructed in the 1990’s. w club house and maintenance shop as well a pump Many changes occurred in the 1990’s. A ne of the eagle sculpture at the north entry. the 1950’s with a restroom on the golf course, a new picnic area on the east side and the installation 9 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 365 https://search.mnhs.org/index.php?brand=cms 21 https://www.olmstedhistory.com/img/Rochester%20High%20School_John%20Marshall%20High%20School%20Collection.pdfHCOC, Finding Aid for the Rochester High School/John Marshall High School Collection, 20 Bulletin (Rochester, Minnesota) 24 March 1938\]-ers,” Post Golf Bulletin, “New Clubhouse Offered Soldiers Field -Milwaukee Cultural Resource Management, p. 69 \[Post-University of Wisconsin 19 ective of the later trend. Memorial Park, is more reflenvironment for the working class which included a large flux of recent emigrants. Soldiers Field movement at the time, which sought to improve the urban landscape and provide a healthy style reflected the broader social reform The newamenities including ball fields and sports courts. and bathing. With the turn of the century, a new design took hold, which provided more active provided by this style of park included scenic drives and/or pathways and lakes or ponds for boating simulate natural or rural landscapes. Aimed more at an upper class user, the recreational element parks” or “pleasure grounds”, these were typically developed at the edges of a city and designed to cond ½ of the nineteenth century. Thought of as “country , in the sepopular in the U.S.which became Vincent Feehan, their original design and purpose varied. Silver Lake Park was designed in the style development of the City. While both Silver Lake and Soldiers Field Park were designed by Hugh s played in the Recent research into Silver Lake Park helps with the understanding of the role park 21“View of Flooding”, July 6, 1978 redevelopment.downtown was a major impetus of this The historic context study indicates that the 1978 flood vi ojects occurring …”public and private construction prsort of renaissance, with nearly 500 million dollars in 1990, Rochester’s downtown underwent a -“From 1986 the City providing new and more up to date facilities for sporting events. luding golf courses were developed in In the 1960’s & 70’s additional recreational facilities inc 20 1958.events for several decades. The high school left downtown when John Marshall was constructed in used facility for both school and community sporting -tral High school, made the park a wellCen referred to the park as “Rochester’s Recreation Center. Its proximity to 19 A 1938 Post Bulletin article in the park near the location of where the temporary grandstand was erected. ield of medicine. A plaque which memorializes his address is located and for their contribution to the fpeople gathered in the park. The purpose of his visit was to honor Doctors William and Charles Mayo On August 8, 1934, President Franklin D. Roosevelt addressed a crowd of approximately 8,000 y as “the beltline”. Street/Highway 14, referred to locall th growth of the city to the South of 121933 allowed for the extension of Broadway Avenue and further The channelization of the river in .venue southwestA st 1a business on the 200 block of operatedand olland owned H while, Avenue southwest th it was constructed in 1927 on the 800 block of 7, Crawford 10 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 366 nder this criteria. support landmark designation ustructure, garden, or site designed by him, the property lacks the historic integrity needed to house and the demolition or modification of every other in particular the removal of the bathh the alterations made to the park, in the City. However, wit historic context of park developmentthe warrants documentation to understandby Hugh Vincent Feehan, is interesting and ,of Mayo aspectsThe design of this and other parks in the City, including both Silver Lake and D development of the ciIts identification with a person who significantly contributed to the culture and (4) The park is not within or associated with any current or planned historic district. C ithin and contribution as an element of a landmark district; Its location w (3) support designation under this criteria is lacking. ; evidence to results and repercussions of his 1937 Rochester flight is not readily available, but the x entioned Piccard’s work in atomic cosmic rays A Time Magazine article in 1946 mevent was documented by photographs both the night of the event and in preparation days prior. The ix Minnesota launched himself in a gondola with a cluster of balloons he named Pleiades.ng professor from the University of an aeronautical engineeri Dr. Jean Piccard, On July 18, 1937, viii August 8, 1934”. –Rochester Minnesota –Clinic through the FDR presidential library) labels the document, “Speech made by President at Mayo . The reading copy of the speech (available itselfand was not related to the park to medicineDoctors Will and Charlie Mayo for their lifelong contribution president’s speech was to recognize to the level supporting landmark designation of the park. The purpose of the vii significance”ute to its historic visit was not directly related to the park and therefore, “does not contrib the purpose of his in 1934 occurred in the park; The address by President Franklin Roosevelt B Its location as a place of a significant historic event; (2) criteria. k under this years, there is a lack of historic integrity to support the local designation of the parcompletely replaced. Due to the changes that have occurred throughout the park in the past 35 es from this era are extent in the park today. All have been altered or None of the main structurorganized athletic facilities. initially constructed and the trend towards government provision of is reflective of the era in which it was designed and The establishment of Soldiers Field Park A e city, state or United States; characteristics of thIts character, interest, or value as part of the development, heritage, or cultural (1) historic integrity. slack tial aspects of the adopted criteria, significance per severshown in the right hand column. While the park has historic H and old criteria is -2019 from A. Numbering was changed in odeCevelopment Dnified U.5 of the Cection 60.200.040SCriteria from Historic Significance –Designation Criteria 11 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 367 92.463114,3a,75y,277.87h,85.12t/data=!3m6!1e1!3m4!1sVIXD_WC_rpA3KhBJQuLyVA!2e0!7i16384!8i8192?hl=en-https://www.google.com/maps/@44.0136085,Google Street View, Accessed May 17, 2023, 22 any other golf courses in the City. characteristic view different from lines into the golf course do not provide a sight ,From the south 22 characterize the view. the modern picnic shelter, playground equipment, pedestrian bridges, and golf course shop, ,rom Broadway Avenueric integrity diminishes it historic presence. Favailable, the lack of histointo the park are iewsWhere vsurrounding development, in particular on the north end. While the park occupies 146 acres of land, the view of much of the park is obstructed by H rhood, a district, the community, or the city. familiar visual feature or a neighboIts location, scale, or other physical characteristics representing an established and (8) There are no known features in the park that represent significant innovation. G t a significant architectural innovation; and craftsmanship that represenIts embodiment of elements of architectural design, detail, material, or (7) landmark designation under this criteria. , the property lacks the historic integrity needed to support eehanFgarden, or site designed by very structure, With the alterations made to the park, including the demolition or modification of e F recognized style or movement; -or internationally -development of a nationallyefforts have influenced the development of the city or have contributed to the individual Its identification as the work of an architect or master builder whose (6) and does not retain the historic integrity to support designation under this criteria. h entry and the addition of the wall of remembrance, this design element was greatly altered nortof trees planted along the symmetrical drives, is indicative of this style. With the redesign of the provided a distant view across the open landscape terminating at the pool house and the rows blishment of the primary entrance (from the north) which The estaparks original design. of the City Beautiful movement utilized by Feehan in the features, limited some There E form, or treatment; Its embodiment of distinguishing characteristics of an architectural style, period, (5) 12 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 368f photos shows the original view (at the bottom) The following series o design was implemented., greatly diminishes the feeling for which the original The major alteration at the park’s main entry park are of a more contemporary period and design. ll but two of the structures present in the diminished by the fact that a , isfeeling however historic This isareas park property. some provide continuity in ,which remain from its original designbetween uses in the park and the connecting circulation patterns, elationshipsrpatial The overall s Feeling is very poor. historic standpoint, storic integrity of workmanship, from a The hithat exhibits workmanship from a historic period. With almost all existing construction having occurred within the past 35 years, there is little present Workmanship poor. aterial is very constructed or placed in the park within the past 35 years. The historic integrity of mMost of the extant park elements, including objects, buildings and other structures have been Materials xi MinnesotaBorchart Map Library, University of t Rochester, 1940 Aerial Photo of Northeas fair to good. Integrity of setting is aspect of its current setting. and its proximity to the downtown remains an construction occurred in the early years of the park developed. Much of the adjacent residential were being neighborhoods to the east and west outside the main downtown core and residential It was just the southernmost edge of the City. When first contemplated, the park location was on Setting . The historic integrity of the parks design is poor from an aerial view primarily, and rk todayOnly hints of Feehans original design intent can be seen in the pagreat extent. areas remains the same as original, all other built aspects of the park have been altered, some to a golf course, sports & athletic facilities and memorial ial arrangement of he physical spatWhile t Design excellent. The integrity of location is . primarily the same as originalremained The location of the park has Location Evaluation of Integrity 13 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 369 June 21, 1965\]Bulletin (Rochester, Minnesota) -” Post Then & Now –Field Near Identical Views of Soldiers Bulletin, “-Post, p. 51 \[Milwaukee Cultural Resource Management-University of Wisconsin Management, p. 8Milwaukee Cultural Resource -nUniversity of Wisconsi 23 historic integrity of association is good. community gathering space for festivals and other special events. The parks been used as asporting events to school and other sporting facilities in town. In more recent years the park has a memorial and for recreation. The focus of its use has changed with the relocation of many urpose as a public park and more specifically as pThe property continues to be used for its original Association . and modification to its overall design, addition of many new structures and objects, structuresoriginal due to the replacement of most of the is poor,feeling of the park historic he The integrity of t 23 importance of the memorial aspect of the park, but significantly changing the feeling of the location. the showcaseto highlights the impressive wall of remembrance, constructed in 2000view to from November 2022. The The top photo is a phothe primary recreational facility of its time. park as eflecting the importance of the r house,and the pool ,planted as memorials to soldierstrees, sed to highlight both the flective of the City Beautiful Movement, this design was uterminus. Reroad with the pool house as a visual entryfull grown and framing the view, but with the trees from the north entry across the sweeping and open landscape. The middle photo shows this same 14 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 370 TBD Ordinance Number TBD Council Action January Date of Meeting City Council Action areas.the distinctive recreational and programmed on page 7\]; and (4) the spatial organization betweenintended programming, specifically for memorials, athletics, playgrounds, aquatics, and golf \[see map overall symmetry of the park; (2) the centrally located fieldhouse or bathhouse; (3) the areas of the (1) recommend landmark identified the following character defining features: to: The motion Recommended landmark designation under criteria 1 HPC Action September 26, Date of Public Hearing , 2023September 16 Date of Publication June 27, 2023 Initiated Date Landmark Heritage Preservation Commission Action ”historic significance and is therefore not a good candidate for local designation.For these reasons, Soldiers Memorial Field Park no longer retains sufficient integrity to convey its ably.compromised. As a result, the original design intent of the park has been diminished considercirculation system and walking paths designed by landscape architect Feehan have been e constructed after that date. In addition, the original landscaping, formal altered since 1987 or werhave been significantly –which comprise the character defining features –elements indicates, “…, 2023 from Michael Koop at MN Historic Preservation Office, August 4Letter dated Comments: , 2023August 4 Received from SHPOomment Date C June, 2023 Date Sent to SHPO SHPO Comments & Recommendation Resource Management Milwaukee Cultural -University of Wisconsin Organization/Firm IV, Ph.D., RPA& Richard W Edwards Megan E. Daniels, MPS Name Preparer February 2023 Date of Study taRochester, Olmsted County, MinnesoPhase II Architectural History Survey of Soldiers Memorial Field, – Preparer Information City of Rochester, Community Development Organization/Firm Preservation/Urban Design Coordinator, AICP, Heritage Lundgren-ttersonMolly Pa Name & Title of Preparer May, 2023 Date of Study Landmark Eligibility Soldiers Memorial Field Park – Preparer Information 15 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park His 371 105.jpg-2A-ps://geo.lib.umn.edu/Olmsted/1940/WBhttUniversity of Minnesota, Borchart Map Library, xi , accessed May 31, 2023 https://content.time. com/time/magazine/article/0,9171,934422,00.htmlScience: Tugging at the Ropes, TIME magazine Monday, Jan. 2, 1946, x , 2023.accessed May 31 mars-to-trip-a-dpromise-balloonist-m-of-u-man-https://www.p ostbulletin.com/opinion/answer d a trip to Mars” Rochester Post Bulletin, May 8, 2019, Answer Man: UofM balloonist promise ix accessed June 13, 2023. https://www.fdrlibrary.orgRoosevelt Presidential Library and Museum, August 8, 1934, Franklin D. –Rochester, Minnesota –resident at Mayo Clinic Reading Copy, Speech made by P viii IV, Ph.D. February 2023, Megan E. Daniels, M.P.S. & Richard W. Edwards Milwaukee Cultural Resource Management,-WisconsinUniversity of l History Survey of Soldiers Memorial Field, Rochester, Olmsted County, Minnesota, Phase II Architectura vii Rochester Historical Contexts, The 106 Group, July 2014. p. 32 vi Rochester Historical Contexts, The 106 Group, July 2014. v , accessed May 15, 2023https://rpu.maps.arcgis. com/County GIS, Olmsted iv \[Map\] Retrieved from the Library of Congress, https://www.loc.gov/item/sanborn04373_007/.. Sanborn Map Company, Oct. Sanborn Fire Insurance Map from Rochester, Olmsted County, Minnesota (1920) iii Bayrd, “History of Soldiers Field.”\]Ph.D., p. 56 \[IV, February 2023, Megan E. Daniels, M.P.S. & Richard W. Edwards Milwaukee Cultural Resource Management,-WisconsinUniversity of Phase II Architectural History Survey of Soldiers Memorial Field, Rochester, Olmsted County, Minnesota, ii landscapes.pdf-ral-36--https://www.nps.gov/orgs/1739/u pload/preservationBirnbaum, ASLA, Department of Interior, National Park Service, Charles. Aric Landscapes, US Preservation Brief #36, Protecting Cultural Landscapes: Planning, Treatment & Management of Histo i SourcesInformation 16 , 2023 December 1Updated Rochester Historic Landmark Study toric Property Name: Soldiers Memorial Field Park 372 HPC Rochester, Chair, Mark Hublycc: State Historic Preservation Office Michael Koop Sincerely, .state.mn.usmichael.koop@, please contact me at 651.201.3291 or propertyIf you have any questions regarding our assessment of this ore not a good candidate for local designation.significance and is therefrial Field Park no longer retains sufficient integrity to convey its historic For these reasons, Soldiers Memo considerably. of the park has been diminished tentin As a result, the original design. compromisedbeen designed by landscape architect Feehan haand walking paths circulation system rmal ,landscapingthe original ition,In addconstructed after that date. been significantly altered since 1987 or were have –features comprise the character defining which –All of these elementty. tures and buildings located on the properstrucvarious the , the golf course, andlandscape designed theto , especiallyundergone numerous modificationsSoldiers Memorial Field Park has year history -of its During the coursememorials. military the activities, and golf, swimming, athletic and programming for spatial organization between the distinctive recreational use areasral bathhouse, the symmetrical design, centThe character defining features of Soldiers Memorial Field Park include paved pathways, and an assortment of buildings.statues and a Wall of Remembrance, militaryplayground, ’six tennis courts, a children a track, and volleyball, softball ,elds for football, fiand bathhouse swimming pool a golf course, ehol- acre-acre park includes a 160-he 167was hired to develop plans for the park. Today tIn 1927 Minneapolis landscape architect Hugh Vincent Feehan serve as a memorial to veterans of all wars. to and to provide recreational opportunities for Rochester residents was established in 1926Soldiers Memorial Field Park Code of Ordinances. RochesterCity of of the 8 (e)-7-Sec. 4 471.193, subd. 6., and§pursuant to Minnesota Statute Thank you for the opportunity to comment on the above referenced local designation. It has been reviewed ,Lundgren-s. PattersonDear M 2208-3SHPO Referral Number 202 ,ldiers Field Dr SWSoldiers Memorial Field Park, 244 SoRE: Local designation of Rochester, MN 55901 4001 West River Parkway NW, Suite 100 City of Rochester Community Development Historic Preservation & Urban Design Coordinator Lundgren-Molly Patterson 32August 4 N EQUAL OPPORTUNITY AND SERVICE PROVIDER A mnshpo@state.mn.us ▪mn.gov/admin/shpo 3287 -201-651 ▪Saint Paul, Minnesota 55155 ▪Administration Building 203 ▪50 Sherburne Avenue MINNESOTA STATE HISTORIC PRESERVATION OFFICE Source: https://www.nps.gov/subjects/nationalregister/upload/NRB-15_web508.pdf373 DRAFT OVERVIEW 374 )sgwaterways, or plantin(Hills, Features NaturalUnique · Public Art · Memorials · Examples: ell a more complete story of Rochester.The places help to t · al values of culture and placeayering and intertwining of societthe l helps in the understanding ofCity within our culturesdifferent ecognition ofR · .each otherspace help people to connect to or aesthetic features within a public artistic, culturalunique The presence of · . or neighborhoods identity of citiesustain and enhance the help to sproperty Authentic unique features of public · : Benefits the world.of ourselves in ingunderstand better and provide aRochester with associatedculture orient people to unique Maintain the sense of place for properties that · . RochesterProvide a method to identify and tell a more diverse story of the people of · ., and educationenjoymentuse, property for future public to maintain the importance, itsof id recognitionA · Purpose: . criteria landmark historic local meet not does , butrecognitionmerits interest or aesthetic artistic, culturalspecial or unique sah because it or district, designated by ) object(site, structure, building, property : A Description Only Public PlacesCity Owned Eligibility: of property recognitioncategory ew N : What PropertyConservation Cultural Program: Program Conservation Property Cultural – M 375:tcapmI?IED?&?snoitaredisnoC?yciloP ytilibaniatsuS?&?ytilibisnopseR?lacsiFsecivreS?ytilauQ:selpicnirP?lanoitadnuoF?&?seitiroirP.srenwo?ytreporp?gnittuba?otsegrahc?tnemssessa?morf?diap?eb?dluohs? tcejorp?siht?fo?smeti?noitcurtsnocer?teerts?gniyfilauq?eht?fo?%52noitubirtsiD?tsoC?tcejorP?93.162,631$?=?dessessa?eb?ot?stsoc?tcejorp?detamitse?latoTdessessA?eb?ot?stsoC?tcejorP?detamitsE?681,821,1$? =?gnidnuF?tcejorP?latoT?detamitsE?.4202?,4?hcraM?no?gniraeH?tcejorP?eht?fo?gniludehcs?dna?troperytilibisaef?dehcatta?eht?fo?ecnatpecca?eht?gnieb?noitca?tsrif?eht?htiw?,924?retpahC?setutatS?NM?wollofo t?ytiC?eht?seriuqer?stnemssessa?laiceps?fo?esu?ehT?.srenwo?ytreporp?gnittuba?ot?segrahc?tnemssessamorf?diap?eb?dluohs?tcejorp?siht?fo?smeti?noitcurtsnocer?teerts?gniyfilauq?eht?fo?)%52(?noitrop?A.sdr adnats?)ADA(?tcA?ytilibasiD?htiw?snaciremA?teem?ton?od?yltnerruc?taht?WN?tS?ht7?dna?WN?evAht7?fo?noitcesretni?eht?fo?flah?nrehtron?eht?dna?WS?tS?ht01?dna?WN?evA?ht7?fo?noitcesretni?eht?ta?spmarbruc?n airtsedep?lla?ecalper?lliw?ti?,yllanoitiddA?.)rewes?mrots?dna?,rewes?yratinas?,niam?retaw(?seitilitucilbup?gniga?ecalper?lliw?tcejorp?ehT?.sdradnatS?ytiC?tnerruc?ot?gnimrofnoc?elit?niard?dna?,esabbus ?dnas,esab?etagergga?,rettug?dna?bruc?etercnoc?dna?tnemevap?suonimutib?wen?gnidulcni?,WN?tS?01?ot?WNtS?ht7?morf?WN?evA?ht7?fo?noitcurtsnocer?lluf?a?fo?tsisnoc?dluow?tcejorp?ehT?.tnemecalper?fo?deen?n i?dnatneicifed?sa?deifitnedi?saw?taht?rewes?yratinas?dnuorgrednu?gniga?eht?yb?nevird?si?tcejorp?desoporp?ehT?.4202?ni?noitcurtsnocrof?dennalp?si?7387J?.oN?tcejorP?-?WN?tS?ht01?ot?WN?tS?ht7?morf?WN?ev A?ht7?fo?noitcurtsnoceR?ehT:evitarraN?tropeR.7387J?.oN?tcejorP?-?WN?tS?ht01?ot?WN?tS?ht7?morf?WN?evA?ht7?fo?noitcurtsnoceRrof?,4202?,4?hcraM?no?gniraeh?cilbup?a?gnittes?dna?tropeR?ytilibisaeF?eht?gni viecer?noituloseR?a?gnitpodA:detseuqeR?noitcA???1.H7387J?.oN?tcejorP?-?WN?tSht01?ot?WN?tS?ht7?morf?WN?evA?ht7?fo?noitcurtsnoceR NOITCA?ROF?TSEUQER iksvorbmoD?nolliD:RETNESERPsnoitadnemmoceR?dna?strop eR:NOITCES?ADNEGAskroW?cilbuP:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE T 376 7387J?.oN?tcejorP?-?ÂWN?tS?ht01?ot?WN?tS?ht7?morf?WNevA?ht7?fo?noitcurtsnoceR?stnemssessA?rof?gniraeH?cilbuP?teS?&?tropeR?ytilibisaeF?tpodA?-?noituloseR7387J?.oN?tcejorP?-?ÂWN?tS?ht01?ot?WN?tS? ht7?morf?WN?evA?ht7?fo?noitcurtsnoceR?-?paM?noitacoL7387J?.oN?tcejorP?-?WN?tS?ht01?ot?WN?tS?ht7?morf?WN?evA?ht7?fo?noitcurtsnoceR?-?tropeR?ytilibisaeF:stnemhcattA nosreteP?ylleK:yB?deraperP.emit?siht ?ta?dednemmocer?snoitca?evitanretla?on?era?erehT:)s(noitcA?evitanretlA 681,821,1$?gnidnuF?tcejorP?latoT?detamitsE?520,08?$????????????????????????????????????????ytilitU?mrotS960,861$???????????????? ???????????????????????ytilitU?reweS119,571$????????????????????????????????????????ytilitU?retaW029,765$??????????????)1022J(?noitatilibaheR?teertS162,631$??????????????????????????????????????stnem ssessA?tnuomA?????????????????????????????secruoS?gnidnuF?:tcejorp?siht?rof?stnuoma/secruos?gnidnuf?detamitse?eht?era?gniwollof?ehT?.slecrap?gnittuba?ot?dessessagnieb?93.162,631$?detamitse?na?htiw?,6 81,821,1$?si?tsoc?tcejorp?detamitse?ehT?.sesu?dna?secruosgnidnuf?suoirav?eht?gnidulcni?,krow?fo?epocs?desoporp?eht?seniltuo?tropeR?ytilibisaeF?dehcatta?ehT:tcapmI?ecruoseR?&?lacsiF.)PIC(?nalP?tnemevo rpmI?latipaC?7202-2202?eht?fo?noitpoda?eht?htiw?tcejorp?siht?devorppa?licnuoC?ehT:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.secruos?gnidnuf?ytiC?rehto?htiw?rof?diap?era?smeti?teerts?fo?%57?gni niamereht?dna?,)eulav?tekram?detamitse?no?desab(?seitreporp?gnirobhgien?eht?tsgnoma?yletanoitroporpderahs?si?stsoc?noitcurtsnocer?teerts?eht?fo?)%52(?noitrop?A?.stnemecalper?ytilitu?eht?gnidulcxe,tee rts?eht?tcurtsnocer?ot?krow?eht?fo?lla?edulcni?dessessa?eb?ot?stsoc?elbigilE?.ycilop?taht?htiw?ecnadroccani?deraperp?gnieb?si?tcejorp?siht?dna?,2202?ni?yciloP?tnemssessA?detadpu?na?detpoda?licnuoC?eh B:\\DSI\\Public?Works\\PROJECTS\\J-PROJ\\J7837\\Design\\Do 377??t?currently?do?not?meet?ADA?standards.??intersection?of?7th?Avenue?NW?and?7th?Street?NW?tha?Street?SW?and?the?northern?half?of?the?th?A venue?NW?and?10 th curb?ramps?at?the?intersection?of?7trian?orm?sewer).?Additionally,?it?will?replace?all?pedespublic?utilities?(water?main,?sanitary?sewer?and?st?rent?City?Standards.?The?project?wil l?replace?agingbase,?sand?subbase,?and?draintile?conforming?to?curpavement?and?concrete?curb?and?gutter,?aggregate?Street?NW?to?10?Street?NW?including?new?bituminous??th?Avenue?NW?from?7 th st?of?a?full?reconstruction?of?7and?in?need?of?replacement.?The?project?would?consit?ound?sanitary?sewer?that?was?identified?as?deficienThe?proposed?project?is?driven?by?the?aging?undergr?Determi ne?the?feasibility?of?the?proposed?project?5.Determine?the?project?schedule?4.roposed?project?Provide?information?on?the?estimated?cost?for?the?p3.Define?the?necessary?improvements?2.Assess?the?need? for?the?project?1.The?objectives?of?this?Feasibility?Report?are?to:???in?the?Appendix.?NW.?A?project?location?map?is?provided?as?Exhibit?1?St?NW?to?10?St?th?Ave?NW?from?7 th y?reconstruction?on?7This ?Feasibility?Report?considers?street?and?utilit?INTRODUCTION??on.?ost-effective,?and?it?is?recommended?for?constructiWe?report?the?project?is?feasible,?necessary,?and?c?abutting?property?owners.?to?e et?rehabilitation,?and?Special?Assessment?charges?Sewer?utility?funds,?Storm?water?utility?funds,?Str?project?should?be?paid?from?Water?utility?funds,?Plan?(CIP)?for?sewer?replacement.?The?costs?of?t hiss?2022-2027?Sewer?and?Water?Capital?Improvement?10?Street?NW.?The?project?was?included?in?the?City’?Street?NW?to?th?Avenue?NW?from?7 th 0.16?miles)?of?7The?project?to?reconstruct?approximately?850 ?feet?(?FEASIBILITY?REPORT???Street?NW?to?10?Street?NW?th?Avenue?NW?from?7 th Reconstruction?of?7?A?resolution?proposing?the?following?project:??City?of?Rochester,?Minnesota??Honorable?Mayor?and?Comm on?Council???FEBRUARY?5,?2024??STREET?NW?TH?STRET?NW?TO?10 TH?AVENUE?NW?FROM?7 TH 7RECONSTRUCTION?OF?LOCAL?IMPROVEMENT?PROJECT?FOR:?REPORT?ON?THE?FEASIBILITY?OF?A?PROPOSED???struction?of?7?Ave?NW?fro m?7?St?NW?to?10?St?NW.docxcuments\\Feasibility\\Feasibility?Report?J7837-?Recon PROPOSED?IMPROVEMENTS?378 s?project.??There?are?no?anticipated?utility?conflicts?with?thi Private?Utilities?V.drainage?and?replace?existing?storm?sewer.??onstruction?of?the?street?will?improve?surfac e?that?can?lead?to?localized?street?flooding.?The?rec?resulting?in?substandard?spread?within?the?lanes?roadway?surface?has?little?to?no?longitudinal?gradele?of?reinforced?concrete?pipe.?The?existing? which?would?put?it?outside?the?anticipated?life?cyce?that?was?installed?in?the?1940s?and?1950s,?The?existing?storm?sewer?is?reinforced?concrete?pip Storm?Sewer?and?Surface?Drainage?Improvements?IV.?p roperty?owner?direction?and?property?owner?replaced,?with?complete?service?replacement?only?at?new?main?and?inoperable?curb?stops?will?be?Existing?active?services?will?be?reconnected?to?thelimits.??? alves?will?also?be?installed?within?the?project?along?the?length?of?the?project.?New?hydrants?and?vmeter?ductile?iron?watermain?will?be?installed?originally?installed?around?1939.??A?new?8-inch?diaof ?the?existing?6-inch?cast?iron?watermain,?Watermain?improvements?will?consist?of?the?removal?Watermain?Improvements?III.sanitary?pipe?and?manholes.??e?Sewer?and?Water?CIP?for?replacement?of?the?neede d?to?be?replaced.?The?project?was?placed?on?thting?sanitary?pipes?were?in?poor?condition?and?by?the?sewer?crew.?The?televising?revealed?the?exisdition?of?the?sanitary?sewer?pipe?was?reviewed?1946.??T he?sanitary?sewer?was?televised?and?the?conified?clay?pipe?(VCP)?pipe?that?was?installed?pre-The?existing?sanitary?sewer?consists?of?8-inch?vitr Sanitary?Sewer?Improvements?II.?as?Exhibit?2?in?the?Ap pendix?of?this?Report.??Existing?and?proposal?typical?sections?are?provided?Street?NW?as?part?of?this?project.???Street?NW?and?10?th?crossings?on?7updated?to?meet?current?ADA?standards?at?pedestrianh is?project.?Pedestrian?ramps?will?be?The?existing?sidewalk?will?not?reconstructed?with?the?Appendix.?proposed?typical?section?is?shown?on?Exhibit?2?in?tase?and?12?inches?of?sand?subbase.?The?of?bitum inous?pavement?over?8?inches?of?aggregate?b?pavement?section?will?consist?of?4?inches?Standard?Detail?Plate?3-02,?Sheet?12?of?21.?The?newadway?in?accordance?with?City?of?Rochester?The?proposed?street ?typical?section?is?a?32?foot?roProposed?Typical?Section?ewalk.?concrete?curb?and?gutter,?grass?boulevards,?and?sidanes?of?travel?with?parking?on?both?side,?B6?approximately?36?feet.?The?street?consi sts?of?two?l0?feet?and?has?an?existing?street?width?of?7th?Avenue?NW?is?within?a?platted?right-of-way?of?6Existing?Typical?Section?Street?Reconstruction?I. ENGINEER’S?OPINION?OF?PROBABLE?COST?379 Estimated?Total?Project?Funding?$1,128,186?Storm?Utility?$80,025?Sewer?Utility?$168,069?Water?Utility?$175,911?Assessments?$136,261?Street?Rehabilitation?(2201 )?$567,920?Funding?Source?Amount????in?full?when?levied.?annually?on?the?unpaid?balance,?or?they?may?be?paid4.5%?od?of?ten?years?with?interest?charged?at?a?rate?of?All?special?assessments?are?to?be?l evied?for?a?peri Assessment?Period:???25%?Eligible?Street?Reconstruction?Items?$92,612?Assessment?Rates?Total?Cost?????Total)?percentage?share.?County?Assessor’s?Estimated?Market?Value?Total?(EMVsted ??across?the?parcels?on?the?project?based?on?the?Olmdistributing?25%?of?the?eligible?construction?itemst?rate?for?any?special?assessment?is?computed?by?assessed?to?abutting?property?owners.?The?asses smen?Avenue?NW?associated?with?the?project?may?be?th Pursuant?to?City?Policy,?the?costs?to?reconstruct?7 Special?Assessments:????each?of?the?proposed?financing?sources:?is?a?summary?of?the?estimated? funding?amounts?from?charges?to?abutting?property?owners.?The?following?ment?er?utility?funds,?Street?Rehabilitation,?and?AssessWater?utility?funds,?Sewer?utility?funds,?Storm?wat?to?be?financed?thro ugh?a?combination?of??Avenue?NW?Reconstruction?improvements?are?proposed th The?7?METHOD?OF?FINANCING??s?Exhibit?3.???A?detailed?construction?cost?estimate?is?included?a??Total?Project?Cost?$1,128,18 6???etc.)?(15%)?$135,382?Indirect?Costs?(Engineering,?administrative,?legal,?Construction?Contingency?(10%)?$90,255??Water?Utility?$156,485??Sanitary?Sewer?$134,455??Storm?Sewer?$64,020??Pedestrian?F acilities?Improvements?$45,307?Street?&?Traffic?Improvements?$502,282??Proposed?Improvements?Estimated?Cost?l?items?as?well?as?capitalized?interest.??costs?such?as?engineering,?administrative,?and?le gact?t?contingency?and?a?15?percent?allowance?for?indireproject?costs?include?a?10?percent?construction?cos?below.?The?estimated??Avenue?NW?Reconstruction?improvements?are?detailed th The?estimated?costs?for?7? ?380 City?Engineer??????Dillon?S.?Dombrovski,?PE?????___________________________???Submitted?for?your?consideration:??????ns?and?specifications?for?the?improvements.?Council?must?authorize?the?prepar ation?of?final?plafter?the?public?hearing?on?March?4,?2024,?the?If?a?decision?is?made?to?proceed?with?the?project?a?February?5,?2024.?The?City?Council?accept?this?feasibility?report?on??ctive.??We?re commend?the?following:?improvements?are?feasible,?necessary,?and?cost?effe?Avenue?NW?Reconstruction?th easibility?report,?the?7Based?upon?the?analysis?completed?as?part?of?this?f?SUMMARY?AND?RECOMMEN DATIONS???Construction?Complete?November?2024?Start?Construction?June?2024?024?City?Council?Awards?Construction?Contract?May?20,?2Bid?Opening?May?7,?2024?April?8,?2024?Authorizes?Advertisement?for?Bi ds?City?Council?Approves?Plans?&?Specifications?and?April?8,?2024?proposed?assessments?Assessment?Hearing,?Adopt?the?resolution?levying?March?4,?2024?Preparation?of?Final?Plans?and?Specifications?pre paration?of?Assessment?Roll?and?Authorized?Resolution?for?the?Assessment?Hearing,?Order?the?Project?Hearing,?Order?Project?to?be?made,?Adopt?February?5,?2024?Adopts?Resolution?for?Project?Hearing?Cou ncil?Receives/Adopt?Feasibility?Report?and?Final?Design?Spring?2024??that?the?following?project?schedule?be?followed:??and?proceed?with?the?improvements,?we?recommend?If?the?Common?Council?chooses?to ?accept?this?report?PROJECT?SCHEDULE? 1 381EXHIBIT 1 Project?Location Legend Feet45090180270360 µ 01/19/2024Project?No.?J7837City?of?Rochester,?MN cels.mxdJ7837\\Assessments\\Assessment?Map\\20240119?J7837?parDocument?Path:?B:\\DSI\\Publ ic?Works\\PROJECTS\\J-PROJ\\e?of?this?data.damage?directly?or?indirectly?arising?out?of?the?usny?loss?or?Rochester?shall?have?no?liability?with?respect?to?aof?to?the?information?contained?on?this?map .?The?City?h?respect?warranties?of?fitness?for?a?particular?purpose,?witplied?express?or?implied,?including?but?not?limited?to?imrranties,?The?City?of?Rochester?specifically?disclaims?all?wadimension s,?etc.?to?conduct?detailed?design.tions,?responsibility?for?field?verifying?elevations,?loca?should?be?used?as?reference?only.??It?is?the?user’sData?contained?has?not?been?field?verified?and?¯WN?EVA ?7WN?TS?7WN?TS?01WN?TS?7WN?TS?7WN?TS?8WN?TS?01WNEVA?7WNTS?0 382 PAY?ITEM?QTYUNITTOTAL 383 SANITARY?SEWER?(250)STORM?SUBTOTAL:STORM?SEWER?(450)STREET?SUBTOTAL:STREET?(350)JANUARY?25,?2024PROJECT?NO.?J78377?AVENUE?NW?FROM?7?STREET?NW?TO?10?STREET?NW EXHIBIT?3?-?ENGINEERS?ESTIMATE UNIT?PRICENO.ITEM?$????????????????$????????9,250.0051REMOVE?PIPE?SEWER925L?F10.00$?????????????$???10,000.00P2STR5,000.0050CONSTRUCT?STRUCTURE?TYPE?3?(48IN)?6FT?TO?10 FT?DEE$????????????????$???4,500.001STR4,500.0049CONSTRUCT?STRUCTURE?TYPE?3?(48IN)?0FT?TO?6FT?DEEP$????????????????$????????3,550.000.0048FURNISH?&?INSTALL?12IN?ALTERNATE?PIPE?SEWER71L?F5$??????????? ??$????????38,880.005.0047FURNISH?&?INSTALL?8IN?ALTERNATE?PIPE?SEWER864L?F4$?????????????$??????????32,525.00?F5.0046FURNISH?&?INSTALL?4IN?POLYSTYRENE?INSULATION6505S$?????????????$???27,000.0018EACH 1,500.00IONSRECONSTRUCT?EXISTING?SANITARY?SEWER?SERVICE?CONNECT45$?????????????64,020.00$????????????????$???1,500.0044CONNECT?INTO?EXISTING?STRUCTURE1EACH1,500.00$????????????????$???1,500.0043CONNE CT?INTO?EXISTING?STORM?SEWER1EACH1,500.00$????????????????$????????4,350.0042REMOVE?PIPE?SEWER290L?F15.00$????????????????$??????4,500.0041REMOVE?DRAINAGE?STRUCTURE9EACH500.00$????????????????$?????? 4,440.0040FURNISH?&?INSTALL?CLEANOUT?ASSEMBLY24L?F185.00$????????????????$???4,000.00P1STR4,000.0039CONSTRUCT?STRUCTURE?TYPE?4?(48IN)?0FT?TO?6?FT?DEE$?????????????$???28,000.0000.0038CONSTRUCT?STRUCT URE?TYPE?1?0FT?TO?6FT?DEEP8STR3,5$?????????????$????????15,730.00LASS?5286L?F55.0037FURNISH?&?INSTALL?12IN?REINFORCED?CONCRETE?PIPE?C$???????????499,832.00$?????????????$????????37,850.005.0036FURNIS H?&?INSTALL?6IN?PERFORATED?PVC?PIPE1514L?F2$????????????????$??????????5,730.0035SITE?RESTORATION?TYPE?31146S?Y5.00$????????????????$????????6,790.0034COMMON?TOPSOIL?BORROW194C?Y35.00$??????????????? ????$??????????450.0033SEDIMENT?CONTROL?LOG?TYPE?WOOD?FIBER90L?F5.00$????????????????$??????2,250.0032STORM?DRAIN?INLET?PROTECTION9EACH250.00$????????????????$???2,500.0031EROSION?CONTROL?SUPERVISOR1 L?S2,500.00$????????????????$???1,500.0030STABILIZED?CONSTRUCTION?EXIT1L?S1,500.00$????????????????$??????3,600.0029TREE?PROTECTION?TYPE?II12EACH300.00$?????????????28TRAFFIC?CONTROL1L?S#########13,0 00.00$???????????????????$??????800.00277"?CONCRETE?DRIVEWAY?PAVEMENT8S?Y100.00$?????????????$????????11,815.00266"?CONCRETE?DRIVEWAY?PAVEMENT139S?Y85.00$?????????????$????????61,250.0025CONCRETE?CUR B?&?GUTTER?DESIGN?B6241750L?F35.00$?????????????????????$??????????60.0024REINFORCEMENT?BARS?(EPOXY?COATED)30LBS2.00$?????????????$??????46,310.000023TYPE?SP?12.5?NON?WEAR?COURSE?MIX?(2;B)421TONS110. $?????????????$??????27,830.0022TYPE?SP?9.5?WEARING?COURSE?MIX?(2;B)253TONS110.00$????????????????$????????1,380.0021DRILL?&?GROUT?REINF?BAR?(EPOXY?COATED)92EACH15.00$???????????????????$????????645. 0020DRILL?&?GROUT?DOWEL?BAR?(EPOXY?COATED)43EACH15.00$?????????????$??????15,180.0019CONCRETE?PAVEMENT?8.5"138S?Y110.00$???????????????????$????????820.0018DOWEL?BAR41EACH20.00$?????????????$???????? 31,815.0017AGGREGATE?BASE?(CV)?CLASS?5707C?Y45.00$?????????????$??????????12,572.0016GEOTEXTILE?FABRIC?TYPE?73143S?Y4.00$????????????????$????????4,500.0014STABILIZING?AGGREGATE?(CV)100C?Y45.00$????? ??????????????$????????555.0013COMMON?EMBANKMENT?(CV)?(P)37C?Y15.00$?????????????$????????36,645.000012SELECT?GRANULAR?EMBANKMENT?MOD?10%?(CV)1047C?Y35.$?????????????$????????31,410.0011EXCAVATION?-? SUBGRADE1047C?Y30.00$????????????????$????????3,000.0010EXCAVATION?-?MUCK100C?Y30.00$?????????????$????????17,400.009EXCAVATION?-?COMMON?(P)580C?Y30.00$?????????????$??????????16,055.008REMOVE?BITUMI NOUS?PAVEMENT3211S?Y5.00$????????????????$????????2,220.007REMOVE?CONCRETE?PAVEMENT148S?Y15.00$????????????????$????????1,150.006REMOVE?CONCRETE?DRIVEWAY?PAVEMENT115S?Y10.00$?????????????$??????????1 0,152.005REMOVE?CURB?&?GUTTER1692L?F6.00$???????????????????$??????????138.004REMOVE?INTEGRANT?CURB23L?F6.00$???????????????????$??????????360.003SAWING?BIT?PAVEMENT?(FULL?DEPTH)120L?F3.00$?????????? ??????$??????????1,100.002SAWING?CONCRETE?PAVEMENT?(FULL?DEPTH)275L?F4.00$????????????????$??????3,750.003GRUBBING5EACH750.00$????????????????$???6,250.002CLEARING5EACH1,250.00$?????????????1MOBILIZA TION1L?S#########81,000.00 PAY ITEM384PEDESTRIAN FACILITIES (550)WATERMAIN (150)PEDESTRIAN FACILITIES SUBTOTAL:WATERMAIN SUBTOTAL:SANITARY SUBTOTAL:TRAFFIC (650)TRAFFIC SUBTOTAL:$1,128,186.00ESTIMATED PROJECT TOTAL:$135,382.00INDIRECT COST (ENGINEERING, ADMIN & LEGAL) (15%):$90,255.00 CONSTRUCTION CONTINGENCIES (10%):$902,549.00CONSTRUCTION SUBTOTAL: $ 2,450.00 $ 1,750.00 $ 250.00EACH7INSTALL SIGN76 $ 700.00 $ 100.00EACH7SALVAGE SIGN TYPE C75 $ 45,307.00 $ 6,760.00 $ 65.00S F104TRUNCATED DOMES74 $ 5,000.00 $ 20.00S F2503" BITUMINOUS WALK73 $ 11,956.00 $ 14.00S F8546" CONCRETE WALK72 $ 15,384.00 $ 12.00S F12824" CONCRETE WALK71 $ 6,207.00 3.00S F2069REMOVE CONCRETE SIDEWALK70 $ 156,485.00 $ 900.00 $ 300.00EACH3ADJUST GATE VALVE BOX69 $ 6,000.00 $ 1,500.00EACH4CONNECT TO EXISTING WATERMAIN68 $ 600.00 $ 300.00EACH2REMOVE GATE VALVE AND BOX67 $ 8,860.00 $ 10.00EACH886REMOVE EXISTING WATERMAIN66 $ 500.00 $ 500.00EACH1REMOVE HYDRANT65 $ 7,935.00 $ 15.00LBS529FURNISH & INSTALL WATER MAIN FITTINGS64 $ 7,500.00 $ 7,500.00EACH1FURNISH & INSTALL HYDRANT63 $ 14,000.00 $ 3,500.00EACH4FURNISH & INSTALL 8IN GATE VALVE AND BOX62 $ 2,750.00 $ 2,750.00EACH1FURNISH & INSTALL 6IN GATE VALVE AND BOX61 $ 78,840.00 $ 90.00L F876FURNISH & INSTALL 8IN DUCTILE IRON PIPE CLASS 5260 $ 1,100.00 $ 100.00L F11FURNISH & INSTALL 6IN DUCTILE IRON PIPE CLASS 5259 $ 16,500.00 $ 1,500.00L F11RECONSTRUCT EXISTING WATER SERVICE CONNECTIONS58 $ 3,500.00 $ 700.00L F5RECONNECT EXISTING WATER SERVICE CONNECTIONS57 $ 7,500.00 $ 7,500.00L S1TEMPORARY WATER SERVICE56 $ 134,455.00 $ 750.00 $ 750.00EACH1ADJUST FRAME CASTING55ITEM NO.STREET (350)JANUARY 25, 2024PROJECT NO. J78377 AVENUE NW FROM 7 STREET NW TO 10 STREET NW EXHIBIT 3 - ENGINEERS ESTIMATE TOTALUNIT QTY 1 385 slecraP tnemssessA 7387JnoitacoL tcejorP dnegeL teeF54063072081090 µ 4202/91/107387J .oN tcejorPNM ,retsehcoR fo ytiC dxm.slecrap 7387J 91104202\\paM tnemssessA\\stnemssessA\\7387J\\JORP-J\\STC EJORP\\skroW cilbuP\\ISD\\:B :htaP tnemucoD.atad siht fo esu eht fo tuo gnisira yltceridni ro yltcerid egamad ro ssol yna ot tcepser htiw ytilibail on evah llahs retsehcoR fo ytiC ehT .pam siht no deniatnoc noitamrofni eht ot tcepser htiw ,esoprup ralucitrap a rof ssentif fo seitnarraw deilpmi ot detimil ton tub gnidulcni ,deilpmi ro sserpxe ,seitnarraw lla smialcsid yllacificeps retsehcoR fo ytiC ehT.ngised deliated tcudnoc ot .cte ,snoisnemid ,snoitacol ,snoitavele gniyfirev dleif rof ytilibisnopser s’resu eht si tI .ylno ecnerefer sa desu eb dluohs dna deifirev dleif neeb ton sah deniatnoc ataD¯490460290460114150023210913210813210167110067110857110757110657110557110457110357110047110937110837110737110637110693100 WN TS 01WN TS 8WN TS 01WNTS 0 RESOLUTION386published notice of such hearing and improvement as required by law.the council chambers of the city hall at 6:00 p.m. and the clerk shall give mailed and 2.A public hearing shall be held on such proposed improvement on March 4, 2024, in improvement of $1,128,186.00pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the and the assessment of abutting property forall or a portion of the cost of the improvement 1.The council will consider the improvement of such street in accordance with the reportthat: NOW, THEREFORE, BE IT RESOLVED, by the Common Council of the City of Rochester individual assessments for affected parcels.improvement as recommended; and a description of the methodology used to calculate as proposed or in connection with some other improvement; the estimated cost of the improvement is necessary, cost-effective, and feasible; whether it should best be made WHEREAS, the report provides information regarding whether the proposed February 5, 2024, andAve NW from 7thSt NW to 10thSt NWand this report was received by the council on been prepared with reference to proposed Improvement No. J7837, Reconstruction of 7thWHEREAS, pursuant to resolution of the council adopted February 5, 2024, a report has Receiving Feasibility Report and Calling Hearing on Improvement. PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF387Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 388 noissapmoCytefaS?cilbuP:selpicnirP?lanoitadnuoF?&?seitiroirP?.gniteem?emaseht?ta?gnidaer?tsrif?a?nevig?eb?ecnanidrO?eht?dnemmocer?dluow?I?,ecnanidrO?dehcatta?eht?fo?sevorppalicnuoC?eht?fI?.redi snoc?ot?licnuoC?eht?rof?kcab?thguorb?si?ecnanidrO?dehcatta?eht?,lesnuoc?lageledistuo?sa?llew?sa?,setammaet?ytefas?cilbup?dna?pihsredael?ytiC?suoirav?htiw?noitaroballoc?nI?.detneserpsksir?eht?htiw?tne tsisnoc?si?noitazitiroirp?tnemecrofne?erusne?ot?dna?stnediser?lla?fo?luftcepser?ebot?dna?,snrecnoc?htlaeh?cilbup?,seussi?ytefas?cilbup?eht?redisnoc?ot?yenrottA?ytiC?eht?detcerid?licnuoC?eht,yllanoiti ddA?.sdnal?lapicinum?lla?no?setispmac?dna?gnipmac?gnitibihorp?ecnanidrO?desoporp?a?eraperpot?yenrottA?ytiC?eht?tcerid?ot?noitom?a?devorppa?licnuoC?eht?,gniteem?licnuoC?,3202?,6?rebmevoN?eht?tA??.elba ecrofne?yllagel?eb?dluow?taht?ecnanidro?tfard?a?kcab?gnirb?ot?yenrottA?ytiC?eht?ksa?did?tub?,gnipmacsserdda?ot?aedi?ecnanidro?eno?yna?dnuora?ecselaoc?ton?did?licnuoC?ehT?.loot?tnemecrofne?lanoitiddaf o?epyt?emos?ni?tseretni?na?detacidni?dna?,smrof?suoirav?ni?,tseuqer?siht?dessucsid?srebmem?licnuoC.secivres?laicos?rehto/retlehs?fo?noitazilitu?retaerg?drawot?ssensselemoh?gnicneirepxe?elpoep?egaruoc neslaiciffo?tnemecrofne?wal?pleh?dluow?loot?a?hcus?taht?gninialpxe?,ecnanidrO?"gnipmac?on"?a?redisnocot?licnuoC?eht?deksa?niaga?nilknarF?feihC?.ssensselemoh?ecneirepxe?elpoep?htiw?scimanyd?gniognoeht ?no?defeirb?saw?licnuoC?eht?,noisseS?ydutS?licnuoC?,3202?,6?rebmetpeS?eht?tA?.loot?tnemecrofnena?sa?esu?rof?tamrof?ecnanidro?"gnipmac?emit-yad?on"?a?ni?tseretni?na?delangis?DPR?eht?,3202?yluJ?nI??.ae di?eht?rof?troppus?emos?detacidni?licnuoCehT?.ytreporp?ytiC?rof?"nab?gnipmac"?a?gnissap?redisnoc?ot?licnuoC?eht?deksa?nilknarF?feihC?eciloP,emit?taht?tA?.ssensselemoh?gnicneirepxe?elpoep?htiw?scimany d?gniogno?ot?detaler?seicnega?rentrapfo?yteirav?a?morf?etadpu?na?deviecer?licnuoC?eht?,noisseS?ydutS?licnuoC?ytiC?,3202?,21?enuJ?eht?tA:evitarraN?tropeR??.gnidaer?tsrif?a?rof?ecnanidrO?na?eraperp?ot? yenrottA?ytiC?eht?gnitceriD?.2?.secaps?cilbupytiC?ni?gnipmac?hcus?ot?detaler?ytirohtua?tnemecrofne?)DPR(?tnemtrapeD?eciloP?retsehcoR?gnivigdna?,syaw-fo-thgir?ytiC?dna?ytreporp?ytiC?no?gnipmac?detibih orp?fo?tnemhsilbatse?eht?ot?gnitalersecnanidrO?fo?edoC?retsehcoR?eht?fo?51-8?noitceS?gnitaerc?ecnanidrO?desoporp?a?gnivorppA?.1:detseuqeR?noitcA???2.HsyaW-fo-thgiR?ytiC?dna?ytreporPytiC?no?gnipmaC?gn itibihorP?ecnanidrO?desoporP NOITCA?ROF?TSEUQER egarK-reldnipS?leahciM:RETNESERPsnoitadnemmoceR?dna?stropeR:NOITCES?ADNEGAeciffO?s'yenrottA?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 389 yaW-fo-thgiR?ytiCdna?ytreporP?ytiC?no?gnipmaC?detibihorP?51-8?retpahC?gnitcanE?dna?gnitaerC?-?ecnanidrO?desoporP:stnemhcattA egarK-reldnipS?leahciM:yB?deraperP.segnellahc?tnempmacne?gnisserdda? rof?snoitpo?evitanretla?redisnoC:)s(noitcA?evitanretlA?.secaps?cilbup?ni?gniretlehsot?sevitanretla?dnif?dna?,yaw?deifingid?a?ni?secruoser?etairporppa?htiw?tcennoc?retteb?ssensselemohgnicneirepxe?elpo ep?sa?,dnert?drawnwod?mret-regnol?a?yb?dewollof?eb?dluoc?sihT?.tnemtimmoc?ecruoserytiC?ni?kcitpu?mret?raen?a?esuac?dluoc?,nab?gnipmac?a?sa?hcus?,loot?tnemecrofne?wen?a?fo?noitazilitU.setammaet?yenrot tA?ytiC?dna?,yrarbiL?,eciloP?,skraP?yb?stnemtimmoc?laitnatsbus?)ot?detimil?tonsi?tub(?sedulcni?sihT?.seitivitca?gnipmac?detaicossa?eht?dna?ssensselemoh?gnicneirepxe?elpoep?gnivlovnisegnellahc?dna?sde en?eht?gnisserdda?ot?secruoser?elbaredisnoc?timmoc?stnemtraped?ytiC?ynaM:tcapmI?ecruoseR?&?lacsiF?.noitaredisnoc?rof?ecnanidrO?eraperp?ot?detcerid?yenrottA?ytiC?-?gniteeM?licnuoC?:3202?,6?rebmevoNnoi ssucsid?noisses?yduts?:3202?,6?rebmetpeSnoissucsid?noisses?yduts?:3202?,21?enuJsdnal?ytiC?no?gnipmac?gnidrager?noituloseR?licnuoC?ytiC?:4102?rebotcO:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.s sensselemohgnicneirepxe?esoht?gnidulcni?,slaudividni?lla?fo?ytingid?tnerehni?eht?gnizingocer?elihw?,ylgnirapsloot?tnemecrofne?siht?ezilitu?yllaedi?dluow?ytiC?ehT?.ecnanidro?eht?fo?slaog?dna?esoprup?g niylrednueht?ot?deit?,airetirc?evitcejbo?yb?dediug?eb?ot?deen?dluow?loot?tnemecrofne?siht?fo?noitazilitU?.ruccoylirassecen?dluow?gnigairt?dna?noitazitiroirp?fo?level?emos?taht?dna?detimil?era?secruos er?tnemecrofnetaht?gniwonk?,ecaps?siht?ni?seitivitca?tnemecrofne?fo?esu?ediug?dluow?taht?locotorp?dna?yciloptuo?dliub?rehtruf?ot?tnatropmi?eb?dluow?ti?,yllanoitiddA?.yllareneg?metsys?ecitsuj?lanimirc ?eht?ni?sa?llew?sa,noitalupop?deretlehsnu?eht?ni?detneserperrevo?era?roloc?fo?elpoep?taht?setacidni?atad?lacirotsih?s'ytnuoCdetsmlO?,ssenerawa?roF?.xelpmoc?ylhgih?si?slaudividni?deretlehsnu?gnitceffa ?seicilop?fo?stcapmi?IED?ehT:tcapmI?IED?&?snoitaredisnoC?ycilo 390a safe and clean providemake best efforts to rvices, the City also has an obligationse In addition to the City’s efforts to connect unhoused individuals with resources and tremendous volunteer efforts.supported by at multiple facilities, night shelter options services, as well as overundry, and other vital , lavicesss to shelter, food, medical serp.m.) that provides acce8 –(8 a.m. facility access to a daytime es currentinclud. This resources and servicesvels of providing significant leof those experiencing housing instability, the needsMany in the community, including public and private entities, have responded to or disruption to the soil and forested areas. tend to cause damage also . Encampments same areamay be present in the those who risk for those in the encampments as well as and property a heightened physical safety prone to also . Encampments are , often involving explosive fuelsassociated with cookingfires unchecked raphernalia (e.g., needles) and typical hazards include drug pacan contaminate the ground and water. Other creates a health hazard and waste, which and human garbageaccumulation of s tend to result in ncampmentother problems, eAmong in encampments. dvantage of those stayingto take a as individuals who seek, as well addiction and mental health challengessignificant experiencing involved people Historically, in Rochester and elsewhere, encampments have attracted and affordability challenge, causing unstable housing for some.reate an ike many Cities, Rochester’s housing stock and price dynamics can c that, lIt is recognized contributing factorsare extremely complex, reflecting a wide range of The dynamics of homelessness, both short and longer term, sizes, including Rochester.all is a growing social, public safety, and environmental concern faced by cities of spaceslic in pub ”)encampments(also known as “ Settlements of unhoused individuals Statement of legislative purpose and intent. – 1--8Sec. WAY-FO-CAMPING ON CITY PROPERTY AND CITY RIGHT .15-8 enacted to read as follows:created and of the Rochester Code of Ordinances is hereby 15-8Chapter Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER DO ORDAIN: . WAY-OF-CITY PROPERTY AND CITY RIGHTPROHIBITED CAMPING ON ESTABLISHMENT OF THE RELATING TO CODE OF ORDINANCESTHE ROCHESTER 8TITLE 15-8CHAPTER CREATING AND ENACTING AN ORDINANCE ORDINANCE NO. ____ environment for391 options. maximum of 48 hours) for persons to access available services and seek shelter period of time (generally a reasonable will provide notice (verbal or in writing), and a ilize encampment protocols that its designated contractors. The City will continue to utarea that is in violation of this ordinance may be removed or cleaned up by the City or Any camping or campsite materials or personal property associated with a camping b. below. 4-15-in paragraph 8 requirementsspecifically authorized, subject to the enforcement way, unless otherwise -of-or rightland camp in or upon any City No person may a. .Prohibition – 3-15-8Sec. Army (when operating an overnight service.) Hospitality House, and Salvation , Dorothy DayRochester Community Warming CenterThe , including but not limited to services refers to overnight shelter Overnight shelter temporary place to live. a ingstablishing or maintain, established, or maintained for the purpose of edplaceis fire or part thereof, or any bedding, sleeping bag, or other sleeping matter, or any stove or to, shack, or other structure, any vehicle -means any place where any tent, lean Campsite a campsite. means to set up, or to remain in or atamp C ers to the City of Rochester, MinnesotarefCity pt where the context clearly indicates a different meaning: chapter, exceThe following words, terms, and phrases shall have the meanings ascribed to them in this . Definitions – 2-15-8Sec. or just moved from one space to the next. most social harm cannot be ignoredunsheltered individuals who create the ncampments and se complex situations. Etheaddress responding to encampment areas, need to be supported with effective tools to same spaces. Law enforcement personnel, who have had primary responsibility for both the unhoused individuals as well as members of the public attempting to use the or harms, f create significantdo encampments many public disruption, it is also true that exist in a space that does not cause While many unhoused individuals are able to (e) of public utilities and infrastructure is a community good for all. Access to parks, trails, schools, green spaces, public transportation, and the protection . community who want or need to use public spaces other members of the 392 age facility.or water storUpon or within 250 feet of a lot or parcel containing a water utility pumping facility 5. electric power generation facility.Upon or within 250 feet of a lot or parcel containing an electric utility substation or 4. or access to public transit. intended for pedestrian travelThe area of the sidewalk corridor on City sidewalks, including bus shelters, 3. a licensed childcare center.a preschool, kindergarten, elementary or secondary school, or ofWithin 250 feet 2. a City Park. ,or within 100 feet of ,In 1. be given to the following spaces: will , prioritization smeti at allRecognizing that enforcement resources are insufficient to cover all included spaces a. Prioritization of enforcement – 5--8 Sec. them.ble to services availa available shelter services will be deemed as having shelterA person who has been trespassed from otherwise . documented the same, and confirmed that some form of overnight shelter is available to the personnforcement personnel have (8 p.m. to 8 a.m.) law e time” hours During “night 3. warning; t entitled to a newcovered by this section is norelocates to another space that a reasonable person would understand is also subject to criminal prosecution. An individual who has been warned and then this section, The person has been warned that their conduct is a violation of 2. available to the person, including shelter options as well as daytime services; and The person has been informed of the various charitable and social services 1. : lessnder this chapter unNo person may be prosecuted u b. days or a fine of not more than $1,000, or both, may be imposed.Statute §609.02, subd. 3, currently a crime for which a sentence of not more than 90 violation of this section is deemed a misdemeanor, as defined in Minnesota Any a. .Criminal Penalty – 4--8Sec. 6. docxFINAL..3Ver.15.CampingProhibited-820/Ord MAYOR OF SAID CITY ___________________________________ .4APPROVED THIS _____ DAY OF ______________________, 202 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ .4THIS __________ DAY OF _______________, 202 ROCHESTER, MINNESOTA, PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF his ordinance shall be effective as of the date of its publication.T .2Section trespassing by authorized City personnel. -posted as no Areas M 394.snoitca?suoiverp?oN:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.daol?tcejorp?s'ytiC?eht?fo?epocs?regral?ehtnihtiw?setammaet?ytiC?rof?noitazitiroirp?tnarraw?saedi?esoht?fi?ediced?dna?ydob?e ht?htiw?saedi?laudividnirieht?redisnoc?ot?murof?cilbup?a?licnuoC?eht?edivorp?sAIC?.drocer?eht?no?dna?ecaps?cilbup?a?ni?enodgnidliub?noitilaoc?dezinagro?hguorht?sevitaitini?nwo?sti?ezitiroirp?licnuoC? eht?pleh?snoitcA?detaitinI?licnuoC:tcapmI?IED?&?snoitaredisnoC?yciloP tnemeganaM?htworG?&?ycnarbiV?cimonocEgniviL?elbadroffA:selpicnirP?lanoitadnuoF?&?seitiroirP.htnom?hcae?gniteem?licnuoc?ytiC?tsrif ?eht?no?troper?eht?etadpu?dna?,retsehcoR?fo?ytiC?ehtni?dettalp?semoh?ylimaf?elgnis?rof?tol?hcae?fo?pam?a?edivorp?,oslA?.htnom?hcae?rof?retsehcoR?fo?ytiC?ehtni?semoh?wen?rof?stimrep?ylimaF-elgniS?wen? fo?rebmun?eht?dna?stol?laitnediseR?fo?rebmun?eht?no?,htnomyreve?fo?gniteem?tsrif?eht?ta?licnuoC?ytiC?eht?ot?troper?a?edivorp?setammaet?ytiC?taht?stseuqer?AIC?sihT?.enilemit?emas?eht?htiw?ro?yaw?emas? eht?ni?dezitiroirp?eb?ton?tsuj?yam?krow?eht?;rucco?ton?dluow?krowralimis?taht?naem?t’nseod?ti?,tseuqer?eht?no?gnidneped?,devorppa?ton?si?AIC?a?fi?,ylesrevnoC?.devorppasi?AIC?eht?fi?noitpoda?rof?spets ?noitca?ro?ycilop?a?kcab?gnignirb?ni?stroffe?ezitiroirp?ot?maet?eht?stcerid?ti,rehtaR?”.tluser“?a?tpoda?yllacipyt?t’nseod?AIC?a?no?noitcA?.secruoser?rehto?dna?ffats?rof?ytiroirp?a?sa?kroweht?ecnavda? ot?rehtehw?enimreted?dna?ssucsid?ot?licnuoC?eht?swolla?)AIC(?noitcA?detaitinI?licnuoC?A.B?.dbus?,adnegA?gniteeM?ssenisuB?eht?no?smetI?gnicalP?-?30.2?ceS?,tcudnoC?licnuoC?lanretnI?-2?.hC?erudecorP?fo? seluR?licnuoC?eht?yb?deriuqer?sa?,dnoces?eht?sa?gnitroppus?drofsnarB?kraM?rebmeMlicnuoC?htiw?noitaredisnoc?rof?noitcA?detaitinI?licnuoC?siht?drawrof?sgnirb?remlaP?nuahS?rebmeM?licnuoC:evitarraN?trope R??.semoh?ylimaf?elgnis?gnidivorp?fo?ssergorp?ehtno?troper?ylhtnom?a?edivorp?ot?setammaet?ytiC?gnitseuqer?)AIC(?noitcA?detaitinI?licnuoC?a?gniredisnoC:detseuqeR?noitcA???1.IatosenniM,retsehcoR?ni?sem oH?ylimaF?elgniS?gnidivorPfo?ssergorP?eht?no?licnuoC?ytiC?eht?gnimrofnI NOITCA?ROF?TSEUQER remlaP?nuahS:RETNESERPsnoitcA?detaitinI?licnuoC:NOITCES?ADNEGAnoitartsinimdA?ytiC:TPED?GNITANIGIRO4202?,5?yr aurbeF:ETAD?GNITEE F 395 AIC?ot?txetnoC?lanoitiddA?-?tibihxEgnitropeR?emoH?ylimaF?elgniS?-?)AIC(?noitcA?detaitinI?licnuoC:stnemhcattA reluhcS?acisseJ:yB?deraperP.emit?siht?ta?detseggus?snoitca?evitanretla?oN:)s(noitcA? evitanretlA.emit?setammaet?ytiC?fo?esu?eht?dnoyeb?tcapmi?lacsif?laitini?oN:tcapmI?ecruoseR?&?lacsi 396 ___ Date of City Council Meeting: Administration: Date Received by City _____________________________________ _______________________________________________________.monthrst City council meeting each on the fi report theupdate , and in the City of Rochester plottedsingle family homes a map of each lot for month. Also, provide each Rochester forin the City of permits for new homes Family-Singlenew and the number of lots Residentialnumber of on theof every monthat the first meeting ity CouncilC to theProvide a report Brief Description of Action: _____________________________________________________Minnesota.Rochester in homesing Single Family ing the City Council on the progress of providInform Title: _______________Brandsfor d Council Member supporting request on the Council’s Agenda: ____________________________________ Palmer Council Member Requesting Action: FORM SINITIATED ACTION-COUNCIL 1 397 398 M 399?.ytreporp?tcejbus?eht?no?xat?ytreporp?fo?noitcelloc?ytiC?eht?wolla?lliw?lavorppA:tcapmI?ecruoseR?&?lacsiF gnidaeR?ecnanidrO?dnoceS?-?gniteeM?licnuoC?:3202?,02?rebmevoNgnidaeR?ecnanidrO?tsriF?-? gniteeM?licnuoC?:3202?,61?rebotcOXNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?fo?lavorppA?-?gniteeM?licnuoC?:3202?,2?rebotcOrepapsweN?ni?dehsilbuP?ecitoN?cilbuP?:3202?,32?rebmetpeSgniraeH?cilbuP?-?noiss immoC?gninnalP?:3202?,31?rebmetpeS?tneS?ecitoN?gniraeH?cilbuP?:3202?,92?tsuguAgniteeM?noitamrofnI?doohrobhgieN?:3202?,51?tsuguAAPC100-3202DC?.oN?tnemdnemA?nalP?esU?dnaL?fo?lavorppA?-?gniteeM?licnuoC? :3202?,51?yaM:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.ytilibaniatsus?lacsif?gnizisahpmefo?elpicnirP?eroC?nalP?evisneherpmoC?eht?seveihca?ecnanidrO?yb?noitaxennA?siht?gnivorppA:tcapmI?IED?&? snoitaredisnoC?yciloP tnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP.eunitnoc?ot?noitaxenna?eht?rof?wolla?dna?noitpircsed?lagel?eht?tcerroclliw?sgnidaer?ecnanidro?elbacilp pa?,hcus?sA?.ecnanidrO?eht?nihtiw?deyevnoc?yletaruccani?saw?noitpircsedlagel?eht?taht?deton?etats?eht?,weiver?sti?gniruD?.noitaxenna?eht?fo?gnilif?rof?etats?eht?ot?noitatnemucodderiuqer?eht?dettimbus ?tnempoleveD?ytinummoC?,7054?.oN?ecnanidrO?fo?noitpoda?eht?gniwolloF?.3202?,02?rebmevoN?no?detpoda?suhtdna?emit?dnoces?a?daer?yltneuqesbus?saw?tI?.3202?,61?rebotcO?no?daer?tsrif?saw?ssecorp?eht?etelp mocot?yrassecen?sgnidaer?ecnanidrO?detaicossa?ehT?.0-7?fo?etov?a?htiw?)5.G?metI(?licnuoC?nommoC?ehtyb?devorppa?dna?draeh?ylud?saw?XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?,3202?,2?rebotcO?nO:evitarr aN?tropeR?.gninoz?)ytisned?muidem(?3R?rof?aera?eht?etangised?dna?,yradnuob?lapicinum?s'ytiC?ehtotni?,WN?evA?ht73?fo?tsew?dna?WN?tS?ht56?fo?htuos?detacol?,etis?erca-31.5?a?etaroprocni?ot?,seinapmoCrei eM?yb?,XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA?fo?gnidaeR?tsriF?eht?gniliF?dna?gnivieceR:detseuqeR?noitcA???1.JseinapmoC?reieMyb?XNA500-3202DC?.oN?ecnanidrO?yb?noitaxennA NOITCA?ROF?TSEUQER egarK-reldnipS?leahciM:RETNESERPsgnidaeR?tsriF?ecnanidrO:NOITCES?ADNEGAtnempoleveD?ytinummoC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE A 400 seinapmoC?reieM?XNA500-3202DC?-?ecnanidrO:stnemhcattA selpaC?drawdE:yB?deraperP.emit?siht?ta?detseggus?era?snoitca?evitanretla?oN:)s(noitcA?evitanretl ORDINANCE NO. _____________401 the East 148.00 feet of said Northeast Quarter; thence easterly, along the south line of said Northa distance of 100.50 feet; thence northwesterly to the southwest corner of the North 63.00 feet of73.00 feet of said Northeast Quarter; thence westerly, along the south line of said North 73.00 feet,5. That part of said Northeast Quarter described as beginning atthe southeast corner of the North4. The South 15.00 feet of the North 63.00 feet of the East 148.00 feet thereof; and3. The South 10.00 feet of the North 68.00 feet of the West 140.00 feet thereof;2. The South 10 00 feet of the North 58.00 feet of the West 240.00 feet thereof;1. The North 48.00 feet thereof;Less the following described parcels:North 410 feet, thence East 637.5 feet to the point of beginning, Olmsted County, Minnesota;Hundred Seven (107), Range Fourteen (14), thence South 410 feet, thence West 637.5 feet, thence Beginning at the Northeast corner of the Northeast Quarter (NE 1/4) of Section Eight (8), Township One described in the annexation request is described as follows:the Common Council annex said land to pursuant to Minn. Stat.§414.033Subd.2(3). The land Section 3. The City of Rochester Community Development Departmenthas requested that in size, and is not served by a wastewater facility other than the City of Rochester.Section 2. Whereas the subject property abuts the City of Rochester, isless than 120 acres Rochester.petition by the landowner requesting the annexation of the subject property by the City of Section 1. Whereas the subject Community Development Department has received a THE COMMON COUNCIL OF THE CITY OF ROCHESTER DO ORDAIN:AVENUE NW. TH STREET NW AND 37 TH CORNER OF 65APPROXIMATELY 5.13ACRES, LOCATED AT SOUTHWEST AN ORDINANCE ANNEXING TO THE CITY OF ROCHESTER 63.00 feet, to the east line of said Northeast Quarter; thence southerly along said east line to the 402County Auditor and the Secretary of State.Administrative Hearings–Municipal Boundary Adjustments, the Cascade TownshipClerk, the publication and from and after the filing of a certified copy hereof with the Minnesota Office of This ordinance shall take effect and be in force from and after its official Section 11.(Medium Density Residential). Upon annexation the land described in Section 2above will be zoned R-3Section 10.serve the area annexed.pumping station, and trunk line sanitary sewer construction, heretofore or hereafter undertaken to assess against benefited property all or a portion of the cost of any storm sewer, water tower, notified that in addition to the usual assessments, it is the intention of the Common Council to Present and future owners of the lands annexed by this ordinance are hereby Section 9.as if it had originally been a part thereof.Section 2above is hereby annexed, added to and made a part of the City of Rochester, Minnesota, Therefore, pursuant to Minn. Stat. §414.033, subd. 2(3),the land described in Section 8.equivalent of three years’ taxes in two years. As provided in Minn. Stat. §414.036, the City shall pay the Township the Section 7.agenda, this amended Ordinance to correct an error in the legal description of the subject property.On February 5, 2023, the Common Council considered, during consent Section 6.served by a wastewater facility other than the City of Rochester. determined that the land abuts the City of Rochester, is less than 120 acres in size, and is not Following the public hearing, the Common Council of the City of Rochester Section 5.§414.033, subd. 2b, by giving30 days' written notice by certified mail to the CascadeTownshipThe City provided notificationof said public hearing,pursuant to Minn. Stat. Section 4.considered annexation of the subject property. On October 2,2023,the Common Council held a public hearing andSection 3.and restrictions of record.The above described parcel contains 5.13acres and is subject to any easements, covenants, Said tract contains 5.13Acres, more or less.East 637.5 feet to the point of beginning.said Northeast Quarter; thence South 410 feet; thence West 637.5 feet; thence North 410 feet; thence North, Range 14 West, Olmsted County, Minnesota described as beginning at the northeast corner of 6. The North 53.00 feet of that part of the East Half of the Northeast Quarter of Section 8, Township 107 point of beginning. PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF403 Ord20\\CD2023-005.Amended.ANX Rochester, Minnesota)(Seal of the City ofMAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 2024.CITY CLERKATTEST: __________________________PRESIDENT OF SAID COMMON COUNCIL___________________________________ ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2024. M 404 noissapmoCytefaS?cilbuP:selpicnirP?lanoitadnuoF?&?seitiroirP?.gniteem?emaseht?ta?gnidaer?tsrif?a?nevig?eb?ecnanidrO?eht?dnemmocer?dluow?I?,ecnanidrO?dehcatta?eht?fo?sevorppalicnuoC?eht?fI?.redi snoc?ot?licnuoC?eht?rof?kcab?thguorb?si?ecnanidrO?dehcatta?eht?,lesnuoc?lageledistuo?sa?llew?sa?,setammaet?ytefas?cilbup?dna?pihsredael?ytiC?suoirav?htiw?noitaroballoc?nI?.detneserpsksir?eht?htiw?tne tsisnoc?si?noitazitiroirp?tnemecrofne?erusne?ot?dna?stnediser?lla?fo?luftcepser?ebot?dna?,snrecnoc?htlaeh?cilbup?,seussi?ytefas?cilbup?eht?redisnoc?ot?yenrottA?ytiC?eht?detcerid?licnuoC?eht,yllanoiti ddA?.sdnal?lapicinum?lla?no?setispmac?dna?gnipmac?gnitibihorp?ecnanidrO?desoporp?a?eraperpot?yenrottA?ytiC?eht?tcerid?ot?noitom?a?devorppa?licnuoC?eht?,gniteem?licnuoC?,3202?,6?rebmevoN?eht?tA??.elba ecrofne?yllagel?eb?dluow?taht?ecnanidro?tfard?a?kcab?gnirb?ot?yenrottA?ytiC?eht?ksa?did?tub?,gnipmacsserdda?ot?aedi?ecnanidro?eno?yna?dnuora?ecselaoc?ton?did?licnuoC?ehT?.loot?tnemecrofne?lanoitiddaf o?epyt?emos?ni?tseretni?na?detacidni?dna?,smrof?suoirav?ni?,tseuqer?siht?dessucsid?srebmem?licnuoC.secivres?laicos?rehto/retlehs?fo?noitazilitu?retaerg?drawot?ssensselemoh?gnicneirepxe?elpoep?egaruoc neslaiciffo?tnemecrofne?wal?pleh?dluow?loot?a?hcus?taht?gninialpxe?,ecnanidrO?"gnipmac?on"?a?redisnocot?licnuoC?eht?deksa?niaga?nilknarF?feihC?.ssensselemoh?ecneirepxe?elpoep?htiw?scimanyd?gniognoeht ?no?defeirb?saw?licnuoC?eht?,noisseS?ydutS?licnuoC?,3202?,6?rebmetpeS?eht?tA?.loot?tnemecrofnena?sa?esu?rof?tamrof?ecnanidro?"gnipmac?emit-yad?on"?a?ni?tseretni?na?delangis?DPR?eht?,3202?yluJ?nI??.ae di?eht?rof?troppus?emos?detacidni?licnuoCehT?.ytreporp?ytiC?rof?"nab?gnipmac"?a?gnissap?redisnoc?ot?licnuoC?eht?deksa?nilknarF?feihC?eciloP,emit?taht?tA?.ssensselemoh?gnicneirepxe?elpoep?htiw?scimany d?gniogno?ot?detaler?seicnega?rentrapfo?yteirav?a?morf?etadpu?na?deviecer?licnuoC?eht?,noisseS?ydutS?licnuoC?ytiC?,3202?,21?enuJ?eht?tA:evitarraN?tropeR??.secaps?cilbupytiC?ni?gnipmac?hcus?ot?detaler ?ytirohtua?tnemecrofne?)DPR(?tnemtrapeD?eciloP?retsehcoR?gnivig?dna,syaw-fo-thgir?ytiC?dna?ytreporp?ytiC?no?gnipmac?detibihorp?fo?tnemhsilbatse?eht?ot?gnitaler?secnanidrOfo?edoC?retsehcoR?eht?fo?51-8 ?noitceS?gnitaerc?ecnanidrO?na?fo?gnidaer?tsrif?eht?gnilif?dna?gnivieceR:detseuqeR?noitcA???2.JsyaW-fo-thgiR?ytiC?dna?ytreporPytiC?no?gnipmaC?gnitibihorP?ecnanidrO?desoporP NOITCA?ROF?TSEUQER egarK-reldnipS?leahciM:RETNESERPsgnidaeR?tsriF?ecnanidrO:NOITCES?ADNEGAeciffO?s'yenrottA?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE P 405 yaW-fo-thgiR?ytiCdna?ytreporP?ytiC?no?gnipmaC?detibihorP?51-8?retpahC?gnitcanE?dna?gnitaerC?-?ecnanidrO?desoporP:stnemhcattA reltsieG?ylleK:yB?deraperP?.secaps?cilbup?ni?gniretlehsot?sevitanret la?dnif?dna?,yaw?deifingid?a?ni?secruoser?etairporppa?htiw?tcennoc?retteb?ssensselemohgnicneirepxe?elpoep?sa?,dnert?drawnwod?mret-regnol?a?yb?dewollof?eb?dluoc?sihT?.tnemtimmoc?ecruoserytiC?ni?kcitpu ?mret?raen?a?esuac?dluoc?,nab?gnipmac?a?sa?hcus?,loot?tnemecrofne?wen?a?fo?noitazilitU.setammaet?yenrottA?ytiC?dna?,yrarbiL?,eciloP?,skraP?yb?stnemtimmoc?laitnatsbus?)ot?detimil?tonsi?tub(?sedulcni?s ihT?.seitivitca?gnipmac?detaicossa?eht?dna?ssensselemoh?gnicneirepxe?elpoep?gnivlovnisegnellahc?dna?sdeen?eht?gnisserdda?ot?secruoser?elbaredisnoc?timmoc?stnemtraped?ytiC?ynaM:tcapmI?ecruoseR?&?lacsi F?.gnidaeR?tsriF?-?gniteeM?licnuoC?:4202?,5?yraurbeF.noitaredisnoc?rof?ecnanidrO?eraperp?ot?detcerid?yenrottA?ytiC?-?gniteeM?licnuoC?:3202?,6?rebmevoNnoissucsid?noisses?yduts?:3202?,6?rebmetpeSnoissu csid?noisses?yduts?:3202?,21?enuJsdnal?ytiC?no?gnipmac?gnidrager?noituloseR?licnuoC?ytiC?:4102?rebotcO:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP.ssensselemohgnicneirepxe?esoht?gnidulcni?,slaud ividni?lla?fo?ytingid?tnerehni?eht?gnizingocer?elihw?,ylgnirapsloot?tnemecrofne?siht?ezilitu?yllaedi?dluow?ytiC?ehT?.ecnanidro?eht?fo?slaog?dna?esoprup?gniylrednueht?ot?deit?,airetirc?evitcejbo?yb?de diug?eb?ot?deen?dluow?loot?tnemecrofne?siht?fo?noitazilitU?.ruccoylirassecen?dluow?gnigairt?dna?noitazitiroirp?fo?level?emos?taht?dna?detimil?era?secruoser?tnemecrofnetaht?gniwonk?,ecaps?siht?ni?seit ivitca?tnemecrofne?fo?esu?ediug?dluow?taht?locotorp?dna?yciloptuo?dliub?rehtruf?ot?tnatropmi?eb?dluow?ti?,yllanoitiddA?.yllareneg?metsys?ecitsuj?lanimirc?eht?ni?sa?llew?sa,noitalupop?deretlehsnu?eht? ni?detneserperrevo?era?roloc?fo?elpoep?taht?setacidni?atad?lacirotsih?s'ytnuoCdetsmlO?,ssenerawa?roF?.xelpmoc?ylhgih?si?slaudividni?deretlehsnu?gnitceffa?seicilop?fo?stcapmi?IED?ehT:tcapmI?IED?&?snoi taredisnoC?ycilo 406a safe and clean providemake best efforts to rvices, the City also has an obligationse In addition to the City’s efforts to connect unhoused individuals with resources and tremendous volunteer efforts.supported by at multiple facilities, night shelter options services, as well as overundry, and other vital , lavicesss to shelter, food, medical serp.m.) that provides acce8 –(8 a.m. facility access to a daytime es currentinclud. This resources and servicesvels of providing significant leof those experiencing housing instability, the needsMany in the community, including public and private entities, have responded to or disruption to the soil and forested areas. tend to cause damage also . Encampments same areamay be present in the those who risk for those in the encampments as well as and property a heightened physical safety prone to also . Encampments are , often involving explosive fuelsassociated with cookingfires unchecked raphernalia (e.g., needles) and typical hazards include drug pacan contaminate the ground and water. Other creates a health hazard and waste, which and human garbageaccumulation of s tend to result in ncampmentother problems, eAmong in encampments. dvantage of those stayingto take a as individuals who seek, as well addiction and mental health challengessignificant experiencing involved people Historically, in Rochester and elsewhere, encampments have attracted and affordability challenge, causing unstable housing for some.reate an ike many Cities, Rochester’s housing stock and price dynamics can c that, lIt is recognized contributing factorsare extremely complex, reflecting a wide range of The dynamics of homelessness, both short and longer term, sizes, including Rochester.all is a growing social, public safety, and environmental concern faced by cities of spaceslic in pub ”)encampments(also known as “ Settlements of unhoused individuals Statement of legislative purpose and intent. – 1--8Sec. WAY-FO-CAMPING ON CITY PROPERTY AND CITY RIGHT .15-8 enacted to read as follows:created and of the Rochester Code of Ordinances is hereby 15-8Chapter Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER DO ORDAIN: . WAY-OF-CITY PROPERTY AND CITY RIGHTPROHIBITED CAMPING ON ESTABLISHMENT OF THE RELATING TO CODE OF ORDINANCESTHE ROCHESTER 8TITLE 15-8CHAPTER CREATING AND ENACTING AN ORDINANCE ORDINANCE NO. ____ environment for407 options. maximum of 48 hours) for persons to access available services and seek shelter period of time (generally a reasonable will provide notice (verbal or in writing), and a ilize encampment protocols that its designated contractors. The City will continue to utarea that is in violation of this ordinance may be removed or cleaned up by the City or Any camping or campsite materials or personal property associated with a camping b. below. 4-15-in paragraph 8 requirementsspecifically authorized, subject to the enforcement way, unless otherwise -of-or rightland camp in or upon any City No person may a. .Prohibition – 3-15-8Sec. Army (when operating an overnight service.) Hospitality House, and Salvation , Dorothy DayRochester Community Warming CenterThe , including but not limited to services refers to overnight shelter Overnight shelter temporary place to live. a ingstablishing or maintain, established, or maintained for the purpose of edplaceis fire or part thereof, or any bedding, sleeping bag, or other sleeping matter, or any stove or to, shack, or other structure, any vehicle -means any place where any tent, lean Campsite a campsite. means to set up, or to remain in or atamp C ers to the City of Rochester, MinnesotarefCity pt where the context clearly indicates a different meaning: chapter, exceThe following words, terms, and phrases shall have the meanings ascribed to them in this . Definitions – 2-15-8Sec. or just moved from one space to the next. most social harm cannot be ignoredunsheltered individuals who create the ncampments and se complex situations. Etheaddress responding to encampment areas, need to be supported with effective tools to same spaces. Law enforcement personnel, who have had primary responsibility for both the unhoused individuals as well as members of the public attempting to use the or harms, f create significantdo encampments many public disruption, it is also true that exist in a space that does not cause While many unhoused individuals are able to (e) of public utilities and infrastructure is a community good for all. Access to parks, trails, schools, green spaces, public transportation, and the protection . community who want or need to use public spaces other members of the 408 age facility.or water storUpon or within 250 feet of a lot or parcel containing a water utility pumping facility 5. electric power generation facility.Upon or within 250 feet of a lot or parcel containing an electric utility substation or 4. or access to public transit. intended for pedestrian travelThe area of the sidewalk corridor on City sidewalks, including bus shelters, 3. a licensed childcare center.a preschool, kindergarten, elementary or secondary school, or ofWithin 250 feet 2. a City Park. ,or within 100 feet of ,In 1. be given to the following spaces: will , prioritization smeti at allRecognizing that enforcement resources are insufficient to cover all included spaces a. Prioritization of enforcement – 5--8 Sec. them.ble to services availa available shelter services will be deemed as having shelterA person who has been trespassed from otherwise . documented the same, and confirmed that some form of overnight shelter is available to the personnforcement personnel have (8 p.m. to 8 a.m.) law e time” hours During “night 3. warning; t entitled to a newcovered by this section is norelocates to another space that a reasonable person would understand is also subject to criminal prosecution. An individual who has been warned and then this section, The person has been warned that their conduct is a violation of 2. available to the person, including shelter options as well as daytime services; and The person has been informed of the various charitable and social services 1. : lessnder this chapter unNo person may be prosecuted u b. days or a fine of not more than $1,000, or both, may be imposed.Statute §609.02, subd. 3, currently a crime for which a sentence of not more than 90 violation of this section is deemed a misdemeanor, as defined in Minnesota Any a. .Criminal Penalty – 4--8Sec. 6. docxFINAL..3Ver.15.CampingProhibited-820/Ord MAYOR OF SAID CITY ___________________________________ .4APPROVED THIS _____ DAY OF ______________________, 202 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ .4THIS __________ DAY OF _______________, 202 ROCHESTER, MINNESOTA, PASSED AND ADOPTED BY THE COMMON COUNCIL OF THE CITY OF his ordinance shall be effective as of the date of its publication.T .2Section trespassing by authorized City personnel. -posted as no Areas M 410)yllareneG(?rouqiLstsiparehT?egassaMsessenisuB?yparehT?egassaM?straC?gnidneV?klawediS)skcuD?&?snekcihC(?stimreP?laminA)srevirD?&?sessenisuB(?sbacixaT)yalpsiD?&?selaS(?skroweriF)\]CAVH\[?gninoiti dnoCriA?&?,gnitneV?,gnitaeH?sa?llew?sa?,rellatsnI?retsaM?,niarD?&?reweS?,klawediS(?srotcartnoC?:swollof?sa?era?tnemdnema?rof?drawrof?thguorb?gnieb?sepyt?timrep?dna?esnecil?fo?naps?ehT?.seicnadnuderfo ?noitanimile?eht?hguorht?ssecorp?esnecil?llarevo?eht?pu?nethgit?ot?dna?,setaerc?elcyc?licnuoCeht?taht?secivres?ot?reirrab?eht?etanimile?ot?troffe?na?ni?drawrof?emac?noitadnemmocer?ehT?.lavorpparof?li cnuoC?ot?pirt?nruter?lanif?eht?gnitanimile?,edoC?eht?fo?snoitces?suoirav?ni?debircserp?sa?epyt?esnecilhcae?rof?stnemeriuqer?detangised?eht?tem?evah?taht?sesnecil?eussi?ylevitartsinimda?ot?eengised?ri ehtro?krelC?ytiC?eht?ot?ytirohtua?emos?etageled?ot?evres?ylniam?stnemdnema?esehT?.gniteem?licnuoC?ytiC,3202?,11?rebmeceD?eht?ta?stnemdnema?ecnanidrO?desoporp?eseht?drawrof?thguorb?eciffO?s'krelC?ehT? ?.tem?era?,)OCR(?secnanidrO?fo?edoC?retsehcoR?eht?yb?debircserpsa?,erom?dna?,skcehc?dnuorg?kcab?,snoitacificeps?,snoitacifitrec?,secnarusni?,sdradnats?deriuqereht?taht?erusne?ot?stnemtraped?elpitlum? ssorca?slavorppa?suoirav?fo?noitanidrooc?eht?sa?llew?sa?,seefdna?stnemucod?deriuqer?fo?noitcelloc?eht?seganam?dna?sesnecil?eseht?niatbo?ot?srebmem?ytinummocrehto?dna?srenwo?ssenisub?lacol?htiw?tcatno c?fo?tniop?a?sa?setarepo?eciffO?s'krelC?ehT?.licnuoC?nommoCeht?yb?slavorppa?ecnanidrO?hguorht?emit?revo?derutpac?neeb?evah?timrep?ro?esnecil?hcae?gnittevrof?airetirc?ehT?.eciffO?s'krelC?ytiC?eht?fo?n oitcnuf?eroc?a?si?stimrep?dna?sesnecil?fo?yteirav?a?fo?ecnaussI:evitarraN?tropeR?.secnanidrO?fo?edoC?retsehcoR?ehtni?licnuoC?nommoC?eht?yb?detpoda?sa?airetirc?dehsilbatse?eht?teem?taht?ylevitartsinim da?sesnecil?suoiraveussi?ot?eengised?rieht?ro?krelC?ytiC?eht?gnizirohtua?,81-9?,01-9?,11-8?,01-8?,2-8?,91-5?,61-5?,51-5?,5-5,4-5?,2-5?,4-4?,3-4?,5-3?,4-3?snoitceS?secnanidrO?fo?edoC?retsehcoR?ot?stne mdnema?ecnanidrO?gnitpodA:detseuqeR?noitcA???1.KstimreP?dna?sesneciL?deificepS?fo?ecnaussIevitartsinimdA?gnizirohtuA?stnemdnemA?ecnanidrO NOITCA?ROF?TSEUQER reltsieG?ylleK:RETNESERPsgnidaeR?dnoceS?ec nanidrO:NOITCES?ADNEGAkrelC?ytiC:TPED?GNITANIGIRO4202?,5?yraurbeF:ETAD?GNITEE T 411 rof?noitaraperp?ni?seigetarts?noitacinummoc?deirav?fo?noitucexe?detrats?ydaerla?sah?eciffO?s'krelC?ehT??.))b(1-4-3(?llac?tnemegduj?a?eriuqer?erofereht?dna?denifed?ton?era?"sesoprup?noitacude";d ewolla?yllareneg?3?eht?fo?daetsni?sesoprup?lanoitacude?rof?snekcihc?21?peek?yam?eesnecila?rehtehw?.g.e(?yranoitercsid?ylsuoivbo?era?taht?noitaredisnoc?rof?stnemele?reffo?hcihw?sesneciL.))d(?9-91-5(la wener?gnikees?stnaruatser?ta?doof?fo?selas?launna?ot?detaler?slaicnanif?s'ssenisub?a?rof?stseuqeR.))3()c(5-91-5(?.)licnuoC?dna?draoB?kraP?yb?lavorppa?seriuqer(kraP?nalliuQcM?ta?dlos?eb?nac?segareveb? cilohocla?semit?eht?ni?noisnetxe?ro?segnahc?rof?stimreP.))d(81-91-5(?ecnailpmocedoc?retteb?rof?snoitidnoc?dnemmocer?ot?sehsiw?krelC?eht?erehw?sesnecil?rouqiL?fo?slaweneR.))2()f(4-91-5(?.stnemesrodnE? esneciL?rouqiL?.m.a?00:2.hcus?sa?detaler?slaeppa?yna?ro?stimrep/sesnecil?fo?noitacover?ro?noisnepsus?,no?snoisicedlanif?dna?,fo?noitaredisnoc?ot?gnitaler?seettimmoc?suoirav?fo?noitamrof?,slarrefer?,s noitadnemmoceR.epyt?esnecil?yna?fo?lained?rof?snoitadnemmoceR?:saera?gniwollof?eht?ni?eunitnoc?lliw?lavorppa?dna?weiver?licnuoC??.ytirohtua?debircserp?rieht?niatniam?esruoc?fo?lliw?licnuoC?eht?,tsixe ?od?stnemeleyranoitercsid?erehw?saera?nI?.emit?revo?ecnanidrO?dna?gniffats?ot?stnemtsujda?dna?skaewt?hguorhtdevloser?neeb?evah?stnemele?yranoitercsid?esoht?fo?,sesac?emos?ni?lla?ton?fi?,tsoM?.devlovn i?tnemeleyranoitercsid?erom?a?dah?llits?esnecil?hcae?fo?lavorppa?eht?nehw?,margorp?gnisnecil?eht?fo?noitulove?eht?nitniop?reilrae?na?ta?esnes?edam?tbuod?on?kool?lanif?a?rof?licnuoC?eht?ot?nruter?smet i?eseht?gnivah?,sedaced2?tsal?eht?revo?saera?suoirav?eseht?ni?edam?setadpu?ecnanidrO?dairym?eht?gniredisnoc?dna?,thgisrevo-ycilop?dna?gnikam-ycilop?htob?ni?yalp?ot?elor?tnatropmi?na?sah?licnuoC?nommo C?eht?taht?gnigdelwonkcA??.suoremun?eb?nac?sseccusot?sreirrab?eht?dna?ssecorp?eht?fo?trap?deriuqer?hcae?hguorht?elpoep?gnilesnuoc?emit?tnacifingis?dnepsskrelC?tnatsissA?.emit?tsrif?eht?rof?ssecorp?si ht?htiw?gnigagne?era?ohw?seesnecil?htiw?skrow?yltneuqerfeciffO?s'krelC?ehT?.slavorppa?ytiC?rieht?eviecer?yeht?retfa?hguorht?retlif?tsum?yeht?taht?seicnega?lanoitiddaevah?stnacilppa?esnecil?eht?fo?emo s?,senil?esoht?gnolA?.slairetam?deriuqer?eht?fo?lla?gnittev?fo?noitelpmoceht?retfa?skeew?3?ot?pu?rof?devorppa?eb?ton?yam?esnecil?rieht?taht?,snigram?thgit?yrev?no?etarepo?hcihwfo?ynam?,srenwo?ssenisu b?mrofni?ot?gnivah?sevlesmeht?sdnif?maet?gnisnecil?eciffO?s'krelC?eht?,sisabraluger?a?nO?.sseccus?ot?elcatsbo?na?tneserp?netfo?seod?dna?nac?elcyc?licnuoC?eht?dnuora?gnikrowtaht?si?stnacilppa?timrep?d na?esnecil?morf?eviecer?ew?kcabdeef?fo?stniop?tnacifingis?tsom?eht?fo?enO??.boj?dednetnirieht?gniod?era?sesnecil?fo?gniussi?eht?lortnoc?taht?secnanidrO?ytiC?suoirav?eht?taht?setacidni?sihT.erutan?ni? ronim?erew?snoitseuq?eht?,secnatsni?esoht?ni?nevE?.sraey?6?tsal?eht?ni?noissucsid?rof?dellupneeb?evah?smeti?3?ylno?,tnesnoc?no?drawrof?thguorb?smeti?esoht?fO?.sesnecil?fo?sdnasuoht?fo?ecnaussieht?ni? gnitluser?licnuoC?nommoC?eht?fo?tnorf?ni?smeti?gnisnecil?054?yletamixorppa?thguorb?sah?eciffOs'krelC?eht?,8102?ecniS?.cimednap?91-DIVOC?eht?tuohguorht?ylralucitrap?,ssecorp?eht?ot?ytilibissecca?ehtdn a?smetsys?ruo?fo?ycneiciffe?eht?htob?gnicnahne?,tnemnorivne?enilno?eht?otni?ylluf?ssecorp?gnisnecil?ehtgnignirb?dna?ecnanidrO?gnitsixe?ot?setadpu?fo?snezod?dedulcni?segnahc?esehT?.margorp?gnisnecil?r uoot?segnahc?gnizinredom?fo?yarra?ediw?a?detnemelpmi?sah?eciffO?s'krelC?ytiC?eht?,sraey?5?tsal?eht?revO:DNUORGKCAB?.stnaruatser?dna?srab?rof?stnemesrodne?.m.a?00:2?.)wal?etatS?ot?eud(?stimreP?gnilbma G?launnA?dna?;)srotcaf?rehto?dna?lohocla?gnidrager?epyt?timrep?ehtfo?ytixelpmoc?eht?ot?eud(?selas?rouqil?detaler?dna?stnevE?laicepS?detangiseD?lavitseF?ytinummoC:lavorppa?lanif?rof?licnuoC?ot?etalucr ic?ot?eunitnoc?lliw?sepyt?timrep/esnecil?cificeps?owT?stnevE?laicepSgnilbmaG?yraropme i 412 evitartsinimdA?gnizirohtuA?tnemdnemA?ecnanidrO?desoporP?-?gniteeM?licnuoC?:3202?,11?rebmeceD:tnemegagnE?ytinummoC?&?snoitcA?evitalsigeL?roirP?.serudecorp?dna?seicilop?evitartsinimda??tnerruc?sa ?llew?sa?,)CDU(?edoC?tnempoleveD?deifinU?detpodaylwen?eht?gnidulcni?,edoc?eht?fo?snoitces?rehto?yb?derutpac?sa?secitcarp?tnerruc?htiw?tnemngila?otni?edoceht?gnirb?ot?sevres?noitces?siht?gnilaepeR?.dr aoB?siht?fo?seitud?eht?ecno?erew?tahw?fo?stcepsa?suoiraveht?lla?revoc?won?yltneuqesbus?dna?,ytiC?eht?rof?maet?erutcurtsarfnI?dna?secivreS?tnempoleveD?ehtpu?ekam?,won?,skroW?cilbuP?htiw?rehtegot?,snoi siviD?tnempoleveD?ytinummoC?denoitnemerofa?owt?ehT?.snoitarepO?ytiC?ot?segnahc?larutcurts?rojam?dna?stnemeriter?htiw?semoc?taht?egdelwonklanoitutitsni?fo?ssol?eht?dna?emit?fo?egassap?eht?yb?tnetxe?em os?ot?tsol?neeb?evah?hcihw?fo?sliatedeht?,elggurts?taht?decneulfni?srotcaf?ynaM?.ycaciffe?dna?pihsrebmem?niatniam?ot?delggurts?hcihw?,draoBCAVH?eht?ot?deksat?ylsuoiverp?weiver?dna?gnittev?eht?od?ot?s erudecorp?evitartsinimda?dna?seicilopdetnemelpmi?dna?depoleved?tnemtrapeD?ytefaS?gnidliuB?eht?fo?noitareti?suoiverp?eht?,8102?ot?roirP??.secivreS?doohrobhgieN?&?gnisuoH?dna?secivreS?noitcurtsnoC?&?tn empoleveD:snoisiviD?owt?otni?smaet?ytefaS?gnidliuB?dna?tnempoleveD?ytinummoC?eht?fo?gnigrem?0202?gniusne?ehtdna?,tnemtrapeD?tnempoleveD?ytinummoC?eht?fo?hcnual?8102?eht?ni?yltnecer?tsom?,ycilop?dna?e cnanidrOot?segnahc?ynam?yb?emit?revo?decalper?neeb?sah?esoprup?lanigiro?s’draoB?CAVH?ehT?.7002?ecnisecitcarp?ni?detsixe?ton?sah?hcihw?,weiveR?fo?draoB?)CAVH(?gninoitidnoC?riA?dna?,noitalitneV?,gnitae Heht?secnanidrO?fo?edoC?eht?morf?setanimile?osla?stnemdnema?dednemmocer?eht?fo?noitpoda?,yltsaL??.erutan?ni?lairetsinimylegral?,noitaredisnoc?elbanosaer?ni?ro?tcaf?ni?,era?taht?lennosrep?evitartsinim da?ot?snoitcnuf?etageledyam?sdraob?dna?slicnuoc?ytic?taht?s0081?eht?sa?raf?sa?kcab?gniog?).cte?,snoinipo?evitartsinimda?,snoisicedtruoc?,setutats(?noitaterpretni?dna?gnikamycilop?fo?slennahc?suoirav? hguorht?dehsilbatse?evah?eciffOs'lareneG?yenrottA?eht?dna?,truoC?emerpuS?atosenniM?eht?,wal?etatS?atosenniM?.tuo?deirrac?era?ytiCrieht?fo?snoitcnuf?dna?seitivitca?suoirav?woh?fo?)tniartsnoc?tuohtiw?t on?tub(?lortnoc?dna?noitercsid?fo?leveldetavele?rehtruf?a?esicrexe?ot?ytiliba?eht?evah?seitic?retrahc?elur?emoH?.dekover?dna?,detaluger?,deussieb?llahs?stimrep?dna?sesnecil?hcihw?ni?rennam?eht?enimre ted?ot?noitcidsiruj?lacihpargoeg?rieht?nihtiwnoitercsid?daorb?evah?seitirohtua?lapicinum?taht?smurof?suoirav?ni?dehsilbatse?sah?wal?etatS?atosenniM??.ytinummoc?gniworg?ruo?ni?sessenisub?nwo?dna?,nur? ,ni?krow?ohw?srebmemytinummoc?erutuf?dna?tneserp?fo?sderdnuh?rof?erusnecil?deriuqer?ot?ssecca?elbatiuqe?sdrawot?ytiCeht?sevom?yltcerid?ssecorp?gnisnecil?ruo?ot?egnahc?siht?gnizirohtuA?.sessenisub?rie ht?rof?nepo?srood?ehtteg?ot?etucexe?tsum?yeht?sessecorp?eht?fo?lla?htiw?railimaf?sa?eb?ton?yam?ohw?srenwo?ssenisub?llams?rofylralucitrap?,elcyc?licnuoC?gnimocpu?na?htiw?lavorppa?timrep/esnecil?yreve? gningila?fo?niarts?eht?sthgilhgihytinummoc?detceffa?eht?yb?deviecer?kcabdeef?fo?tniop?raluger?A?.evres?ew?srebmem?ytinummoceht?rof?secivres?fo?ycneiciffe?dna?ssecca?ot?reirrab?a?setanimile?)s(tnemdne ma?ecnanidrO?desoporp?sihT:tcapmI?IED?&?snoitaredisnoC?yciloP ytiuqE?laicoStnemeganaM?htworG?&?ycnarbiV?cimonocE:selpicnirP?lanoitadnuoF?&?seitiroirP?.emit?ot?emit?morf?setadpu?dnasegnahc?esoht?drawr of?gnirb?lliw?dna?,licnuoC?nommoC?eht?yb?dedivorp?sa?,seitiroirp?cigetarts?s'ytiC?ehthtiw?trecnoc?ni?niamer?ot?setadpu?dna?segnahc?ecnanidrO?detaler?rof?deen?eht?gnirotinom?eunitnoc?lliwkrelC?ytiC?eh t?fo?eciffO?ehT?.adnutor?llaH?ytiC?eht?fo?srood?etihw?egral?eht?edistuo?detacol?draob?nitellublacisyhp?eht?dna?etisbew?ytiC?eht?fo?egaP?snoitacifitoN?laiciffO?eht?no?sesnecil?deussi?fo?troper?ylkeew? agnihsilbup?sa?llew?sa?,etisbew?ytiC?eht?no?noitacol?suoivbo?erom?a?ot?detavele?eb?lliw?loot?pu-kool?esnecileht?ot?sseccA?.emit?yna?ta?ylcilbup?dekcehc?eb?nac?dna?,sisab?gnillor?a?no?setadpu?metsys?g nisnecilehT?.snoitacifirev?esnecil?ot?ssecca?ysae?edivorp?ot?gniunitnoc?sa?llew?sa?,egnahc?siht?gnitnemelpm I 413 draoB?CAVH?-?4-4?laepeR?-?ecnanidrOsklawediS.81-9?-?ecnanidrOstraC?gnidneV?01-9?-?ecnanidrOstnevE?laicepS?11-8?-?ecnanidrOedoC?eriF?2-8?-?ecnanidrOsegareveB?cilohoclA?91-5?-?ecnanidrOskroweriF? 61-5?-?ecnanidrOegassaM?51-5?-?ecnanidrOsbacixaT?5-5?-?ecnanidrOraC?ladeP?4-5?-?ecnanidrOsbacideP?2-5?-?ecnanidrOgnitaeH.3-4?-?ecnanidrOskcuD.5-3?-?ecnanidrOsnekcihC.4-3?-?ecnanidrO:stnemhcattA reltsieG?ylleK:yB?deraperP?.emit?siht?ta?dednemmocer?era?snoitca?evitanretla?oN:)s(noitcA?evitanretlA?.eciffO?s'krelC?ytiC?eht?fo?secruoser?dna?emiteht?ezilitu?retteb?lliw?sesnecil?eseht?fo?ecnaussi ?evitartsinimda?gnizirohtua?,revewoH?.tcapmi?lacsif?oN:tcapmI?ecruoseR?&?lacsiF?.gnidaeR?tsriF?-?gniteeM?licnuoC?:4202?,8?yraunaJ.devorppA?stimreP?dna?sesneciL?deificepS?fo?ecnauss 414 will be valid until December 31 of the following year.established as part of the fee schedule adopted by the common council. Issued permits The fee for a permit shall be this chapter following written notice and a public hearing. the keeping of chickens may be revoked or suspended by the council for any violation of approximate size and distance from adjoining structures and property lines. A permit for p and run, and the be a scaled diagram that indicates the location of any chicken cooin the city clerk's office. Included with the completed application must online and available protect the public health, safety and welfare. The necessary permit applications are councilcityof this chapter and any additional conditions deemed necessary by the . The permit shall be subject to all terms and conditions common councilcitya permit by the No person shall maintain a chicken coop and run unless they have been granted .3. Permit-4-Sec. 3 :to read as followsamended y bthe Rochester Code is here4 of -3Chapter 3 of -4-Section 3. Section of 3 instructional activity.and the need for the greater number of chickens is directly related to the educational or instructional activity, up to 12 hen chickens if the applicant is involved in educational or for the keeping or harboring of by the common councilA permit may be issued (b): :to read as followsamended y bherethe Rochester Code is 4 of -3Chapter 1 of -4-Section of 3Section 2. Subsection (b) of .to keep 1. Limitation on number allowed-4-Sec. 3 amended to read as follows: hereby the Rochester Code 4 of -Chapter 3 1-4-Section 3The Title of Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: S.TO THE REGULATION OF CHICKENTHE ROCHESTER CODE OF ORDINANCES RELATING OFTITLE 3 4 OF -3 OF CHAPTER 3-4-AMENDING SECTION 31, AND -4-SECTION 3 OF1, AMENDING SUBSECTION (b) -4-3SECTION OF THE TITLEAN ORDINANCE AMENDING ORDINANCE NO. ____ 415 Chickens..4-3Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE . This ordinance shall become effective from and after its publication.4Section 416 December 31 of the following year.part of the fee schedule adopted by the common council. Issued permits will be valid until shall be established as following written notice and a public hearing. The fee for a permit ducks may be revoked or suspended by the council for any violation of this chapter and distance from adjoining structures and property lines. A permit for the keeping of approximate size diagram that indicates the location of any duck coop and run, and thein the city clerk's office. Included with the completed application must be a scaled and online public health, safety and welfare. The necessary permit applications are available ect the to prot councilcitychapter and any additional conditions deemed necessary by the . The permit shall be subject to all terms and conditions of this common councilcityby the No person shall maintain a duck coop and run unless they have been granted a permit 3. Permit.-5-Sec. 3 :read as followsamended y bthe Rochester Code is here 5-3Chapter 3 of -5-3Section 3. Section or instructional activity.activity, and the need for the greater number of ducks is directly related to the educational ional harboring of up to 12 ducks if the applicant is involved in educational or instructfor the keeping or by the common councilA permit may be issued Subsection (b): :to read as followsamended y bherethe Rochester Code is 5-3Chapter 1 of -5-Section of 3Section 2. Subsection (b) of .to keep 1. Limitation on number allowed-5-Sec. 3 amended to read as follows: hereby the Rochester Code 5-Chapter 3 1-5-Section 3The Title of Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: .DUCKSTO THE REGULATION OF THE ROCHESTER CODE OF ORDINANCES RELATING OFTITLE 3 5-3 OF CHAPTER 3-5-AMENDING SECTION 31, AND -5-SECTION 3 OF1, AMENDING SUBSECTION (b) -5-3SECTION OF THE TITLEAN ORDINANCE AMENDING ORDINANCE NO. ____ 417 .Ducks.5-3Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE . This ordinance shall become effective from and after its publication.4Section ORDINANCE NO___________418to both the determination recommendationinspector shall state the reasons for such that a license be denied, the determines recommendsIn the event the inspector (e) oard of review as hereinafter provided. b by the as provided in this chapter. current effect at the time the application is filed, a certificate of competency issuedted a master installer's license unless the applicant has, in No applicant shall be gran (b) . the council that the requested license be granted or deniedto writing then recommend in set forth in this code, the inspector shall issue the license. the requirements Upon determining the application successfully meetsy. necessarmake such further investigation as deemed and ,application all examine suchsh shall forthwith transmit the same to the inspector. The inspector or designee city clerkapplication for a contractor's or master installer's license has been filed, the When an (a) Examination of applications. 5.-3-Sec. 4 :read as followsto amended Code is hereby the Rochester of 3-4Chapter of 5-3-4Section of e)(b), and , (ubsection (a)S. 2ection S assistants. authorized agents and .their designeesof the city and designated licensing agentand/or the means the heating, ventilating, and air conditioning inspector Inspector constituted. hereinaftermeans the heating, ventilating, and air conditioning board of review as Board clearly indicates a different meaning: have the meanings ascribed to them in this subsection, except where the context and phrases, when used in this chapter, shall ,The following words, terms Definitions. (a) Heating, ventilating, and air conditioning licenses. 1.-3-Sec. 4 read as follows:to amended the Rochester Code is hereby of 3-4Chapter of 1-3-4Section ubsection (a)S. 1Section ORDAINS:UNCIL OF THE CITY OF ROCHESTER THE COMMON CO NING CODE.AND AIR CONDITIO GHEATING, VENTILATINROCHESTER CODE OF ORDINANCES RELATING TO OF THE 4TITLE OF 3-4CHAPTER OF 17-3-4AND ,15-3-4, 14-3-4, 13-3-411, -3-10, 4-3-4 8, -3-6, 4-3-4SECTIONS AMENDING AND 9, -3-4SECTION OF (b) AND SUBSECTIONS (a)5, -3-4 SECTION OF e)( AND, b), (SUBSECTIONS (a)1, -3-4SECTION OF a)( SECTIONSUBAMENDING AN ORDINANCE 2 419 d by the city clerk. All licenses shall expire on December 31 of the license year. nd signed by the mayor and issued a shall be cityAll licenses granted by the Issuance and expiration of licenses. 6.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 6-3-4Section . 4Section examination, fails to pass the examination, or for any other reason.The application fee shall not be refunded if the applicant fails to appear for the annually.established as part of the fee schedule adopted by the common council said fee with for each discipline for which the applicant seeks a certificate of competency, $25.00of fee refundable administrative-nonEvery application shall be accompanied by a (b) built fireplaces, stoves and chimneys.-actoryF )5( as piping; and G )4( ;efrigeration and air cooling systemsR )3( ot water and low pressure steam heating systems;H )2( arm air hearing and ventilation systems; W )1( competency in any of the following disciplines: . An applicant may seek a certificate of iewboard of revcityprescribed by the to beEvery applicant for a certificate of competency shall file an application on forms (a) Applications and fees.—Certificate of competency 9.-3- :to read as followsamended Code is hereby the Rochester of 3-4of Chapter 9-3-4Section of )b(and )a(ubsections S. 3Section such other action as it deems appropriate.said license, dismiss the proceedings, or make grant or affirm denial of may then necessary, the committee shall make recommendation to the council and the council as the committee deems denialFollowing such further investigation of the grounds for , and report.least five days' notice to the applicant investigation, hearing refer the application to the appropriate committee of the council for further The council shall, on the request of an aggrieved applicant, , and report.applicantupon at least five days' notice to the g a hearing if desirableinvestigation, includindenied a license, to the appropriate committee of the council for further be recommended or corporation whom the inspector has ,application of any person, firmrefer the ,or at the request of an aggrieved applicant, of the inspectorrequest or ,The council may, on its own initiative .the common council applicant and 3 420 which the certificate is issued. ification of work for as the holder continues to be licensed by the city in the classOnce issued, a certificate of competency shall continue in full force and effect as long (a) Duration.—Certificates of competency 11.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 11-3-4Section . 7Section dge, skill, and qualifications of the applicant. knowleexamination and a practical demonstration formulated to further test objectively the certificate of competency is sought. Examinations may include a supplementary oral , and qualifications of the applicant in the classification of work for which the skillExaminations shall include a written test formulated to test objectively the knowledge, (b) determines that circumstances warrant. board cityother times when the and may be given specially at board cityat regular intervals to be established by the board of review cityExaminations for certificates of competency shall be given by the (a) Examinations.—Certificate of competency 10.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 10-3-4Section . 6Section other action as it deems appropriate. he proceedings, or make such council may then revoke or suspend said license, dismiss tcommittee shall make such recommendation to the council as it deems proper and the investigation of the grounds for revocation as the committee deems necessary, the estimony. Following such further shall have the right to present evidence and twritten notice given to the licensee by such committee and, at such hearing, the licensee notice of the proposed revocation. Such hearing shall be held upon at least five days' within ten days after receipt of licensee the himif a request is made by of the council committeeappropriate an the therefor. The licensee shall be entitled to a hearing before give the licensee notice in writing of the proposed revocation, enumerating the grounds shall and shall then refer the matter to the appropriate committee of the council who andlicensee of a particular revocation of the license the reasonable grounds exist to considershall first determine that inspectorIn either event, the request of the inspector. on its own initiative orup act maycity council In revoking any license, the . Procedure—Revocation, or suspension of licenses 8.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 8-3-4Section . 5S 4 421to present evidence and testimony. Following such further investigation of the grounds and at such hearing, the holder shall have the right boardthe such committeeby holdercertificate the holder of the shall be held upon at least five days' written notice given to within ten days after receipt of notice of the proposed revocation. Such hearing the certificate him if a request is made byboard of the council committee appropriatean theThe holder of the certificate shall be entitled to a hearing before therefor.been issued notice in writing of the proposed revocation, enumerating the grounds whom the certificate of competency has person to shall then give to thecommittee, who and the inspector shall then refer the matter to the appropriate grounds are found, f such reasonable ior any part thereof, and revocation, enumerating the grounds therefor.notice in writing of the proposed certificate holdershall give the and competencycertificate of particular that reasonable grounds exist to consider revocation of theshall first determine boardinspectorhe Tt either event,In at the request of the inspector. or upon its own initiative may act boardcityIn revoking a certificate of competency, the Procedure.—Revocation of certificates of competency 14.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 41-3-4Section . 9Section work who is not duly licensed. ventilating, or air conditioning Knowingly aiding or abetting one to do heating, (5) Willful violations of any of the provisions of this code. (4) Incompetency. (3) Dishonesty in taking the examination. (2) Giving false information in connection with an application for a certificate. (1) things: at any time for sufficient cause, which shall include, among other board of reviewcityA certificate of competency in any work classification may be revoked by the Reasons for.—tencyRevocation of certificates of compe 13.-3- :read as followsto amended the Rochester Code is hereby of 3-4of Chapter 31-3-4Section . 8Section of the former holder. circumstances exist which raise a doubt as to the knowledge, skill, or qualifications issue the certificate without examination if it determines that no -application, may reupon proper of review board ,cityAfter a certificate of competency has expired, the (c) by the board of review. certificate. the saidissuance of -examination or re-without re cityr may be granted a license by the this period, the holdeof three years from the date the holder ceases to be licensed by the city and during A certificate of competency shall further continue in full force and effect for a period (b) 5 422 .This ordinance shall become effective from and after its publication . 12Section may not be transferred. . Permits issued citybe issued by the inspector to contractors duly licensed by the All permits required shall, upon proper application and payment of the required fee, Issuance of permits. 17.-3-4 :to read as followsamended the Rochester Code is hereby of 3-4of Chapter 71-3-4Section . 11Section ed. employsuspended in the work classification involved until a properly licensed master installer is whose license has been revoked or suspended, then the contractor's license shall be is dependent upon having in the contractor's employ the master installer city be revoked or suspended; and if a contractor's license granted by the alsoinvolved shall to the licensee city to that extent, the license granted by the ,board of reviewd air conditioning by the heating, ventilating, an ,installer has been revoked or suspendedWhenever the certificate of competency, or any part thereof, of any licensed master .Effect on license 15.-3- :to read as followsamended the Rochester Code is hereby of 3-4of Chapter 51-3-4Section . 01Section he proceedings, or take such other action as it deems appropriate. thereof, dismiss tthe board shall then revoke or suspend the certificate of competency, or part appropriate., dismiss the proceedings, or make such other action as it deems certificatesuspend said cil as it deems proper and the council may then revoke or recommendation to the counthe committee shall make such deems necessary, boardcommitteefor revocation as the 6 423 docx.dnemA.3-4.tpahC20/Ord Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE 424 .Pedicabs2 -5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE . This ordinance shall become effective from and after its publication.2ection S $18.00 per vehicle adopted annually by the council(c) The annual license fee is 3. License.-2-Sec. 5 :to read as followsamended y bherethe Rochester Code is 2-5Chapter 3-2-5Section of ) of cSubsection ( Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: PEDICABS.CODE OF ORDINANCES RELATING TO THE ROCHESTER OF 5TITLE 2-5OF CHAPTER 3-2-5SECTION OF) cSUBSECTION (AN ORDINANCE AMENDING ORDINANCE NO. ____ 425 .Car Pedal4 -5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE from and after its publication.. This ordinance shall become effective 2Section .00 per vehicle annual commercial pedal car driver’s license is $20 50.00 per vehicle. The $ adopted annually by the council(c) The annual license fee is 3. License.-4-Sec. 5 hereby amended to read as follows:of the Rochester Code is 4-of Chapter 5 3-4-5) of Section of Subsection (c Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: PEDAL CAR TRANSPORTATION BUSINESSES.COMMERCIAL CODE OF ORDINANCES RELATING TO THE ROCHESTER OF 5TITLE 4-5OF CHAPTER 3-4-5SECTION OF) cSUBSECTION (AN ORDINANCE AMENDING ORDINANCE NO. ____ 426 .5 Taxi-5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ____________________ __, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE . This ordinance shall become effective from and after its publication.2Section and shall be approved by the council. state. Such bond shall conform to the provisions of this section relating to insurance. bond having as surety thereon, a surety company authorized to do business in the The franchisee may file, in lieu of a policy or certificate of insurance, an indemnity Insurance or bond requirements. -5-5Sec. :to read as followsamended y bherethe Rochester Code is 5-5Chapter 4-5-5Section of Subsection (b) of . 1Section THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: TAXICABS. ROCHESTER CODE OF ORDINANCES RELATING TO THE OF 5TITLE 5-5OF CHAPTER 4-5-5SECTION (b) OF ECTION SUBSAN ORDINANCE AMENDING ORDINANCE NO. ____ 427 . This ordinance shall become effective from and after its publication.3Section requirements of this chapter.all of the and action. The council must approve a license application only if it satisfiesreferral department comments, shall be delivered to the common council for its review The license application, along with any of this chapter, the city shall issue the license. Upon satisfaction of all the requirementsapplicant to provide fingerprints or a photograph. department's review of the applicant's criminal history, the department may require the ct a review of the applicant's criminal history. If warranted by the police conduthe application satisfies all applicable legal requirements. The police department must department and such other entities as the city deems necessary, to determine whether Every license application must be reviewed by the police department, planning Investigation, granting and denial of license application. --Sec. 5 :to read as followsamended y bthe Rochester Code is here 15-5Chapter 9-15-5. Section 2Section license shall continue in force until the end of the license term. in which case, the common council, approved by the original application process,submitted to the city and vetted through the terests unless the change is ownership intherapy license shall terminate upon any change in the licensee's officers or No license issued under this chapter may be transferred. A massage business )n( Restrictions and regulations. 10.--Sec. 5 :to read as followsamended y bis herethe Rochester Code 51-5Chapter 10-15-5Section of ) of nSubsection (. 1Section THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: MASSAGE THERAPY BUSINESSES. MASSAGE THERAPISTS AND ORDINANCES RELATING TO THE ROCHESTER CODE OF OF 5TITLE 51-5CHAPTER 9-15-10 AND AMENDING SECTION 5-15-5SECTION ) OF n(ECTION SUBSAN ORDINANCE AMENDING ORDINANCE NO. ____ PASSED AND ADOPTE428 docx.Massage Therapist5 1-5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D 429 permit.comply with the provisions of this chapter and the terms and conditions prescribed in such uch person shall in the manner hereinafter prescribed, and unless s councilcity by the the sale of any legal fireworks unless such person shall first obtain a permit to be issued No person shall offer for sale, expose for sale, sell at retail or wholesale, or advertise for Permit required for legal fireworks. -3. --Sec. 5 :to read as followsamended y bthe Rochester Code is here 61-5Chapter 3-61-5. Section 2Section . by the common councilannually ouncil resolutionby city cby payment of the license fee as established he application must be accompanied tTand ,out the provisions of this chapter.pertinent information as the council may deem necessary to enable it to carry , and such other wholesale any legal fireworksfor sale, or sell at retail or when, and the hours during which the applicant intends to offer for sale, expose Such application must describe the specific location where, the days meeting.submission to the city council at its next regularly scheduled clerk for . city(a) Each applicant for a permit shall file a written and signed application with the Application for permit. -4. --Sec. 5 :to read as followsamended y bis herethe Rochester Code 61-5Chapter 4-16-5Section of ) of aSubsection (. 1Section THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: DEALERS.FIREWORKS CODE OF ORDINANCES RELATING TO THE ROCHESTER OF 5TITLE 61-5OF CHAPTER 5-16-3 AND 5-61-5S AND AMENDING SECTION 4-16-5SECTION ) OF a(ECTION SUBSAN ORDINANCE AMENDING ORDINANCE NO. ____ Section 430 docx.Fireworks 16-5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE . This ordinance shall become effective from and after its publication.4Section to the public.The permit information shall be published on the city website and made available chapter.terms and conditions as may be necessary for the proper enforcement of this dates and times in which sales may occur at such location, relevant permittee data, and shall describe the specific location in which such sales are intended to take place, the lations of this chapter. Each permit issued pursuant to this section the subject of prior vioapprovals and proof of insurance, unless the applicant or designated location has been with the provisions of this chapter and provides a completed application with appropriate a legal fireworks permit to an applicant who complies grant issueshall councilcityThe Issuance of permit. -5. -16-Sec. 5 :to read as followsamended y bthe Rochester Code is hereof 61-5Chapter of 5-61-5Section 3. 431 upon a form furnished by the city clerk's office. or electronically onlineg the city shall file with the city clerk an application in writinGeneral requirements. Any person desiring a license to sell alcoholic beverages in License applications. --Sec. 5 :to read as followsamended y bherethe Rochester Code is 19-5Chapter 9-19-(a) of Section 5ection SubsSection 2. . councilcityfied in this section will be granted or approved by the purposes speciOnly licenses for the classes indicated and for the limited License classes limited. . councilcityapproved by the permit from the commissioner of public safety. This permit shall not be effective until or without first having obtained a liquid for the purpose of mixing with intoxicating liquallow the consumption and display of alcoholic beverages or knowingly serve any sale intoxicating liquor license may directly or indirectly -which does not have an onNo business establishment or club ) permits.Consumption and display (bottle club License classes. --Sec. 5 :to read as followsamended y bCode is herethe Rochester 19-5Chapter 4 -19-of Section of 5 and (i) e)( sSubsection. 1Section OF ROCHESTER ORDAINS:THE COMMON COUNCIL OF THE CITY .ALCOHOLIC BEVERAGESROCHESTER CODE OF ORDINANCES RELATING TO THE OF 5TITLE 91-5OF CHAPTER -19-AND 5 1-91-5S AND AMENDING SECTION 20, -19-OF SECTION 5N (a) 18, SUBSECTIO-19-OF SECTION 5 BSECTIONSES (b), (d) and PARAGRAPH 5 OF 17, SUBSECTION-19-SECTION 5 OF(b) 15, SUBSECTION-19-ECTION 5OF SCTION (b) 10, SUBSE-19-SECTION 5 SUBSECTION (b) OF-19-4, SUBSECTION (a) OF SECTION 5-91-5SECTION AND )e( SECTIONSUBSAN ORDINANCE AMENDING ORDINANCE NO. ____ Section 3. 432 thereafter be presented by the city clerk to the council.and shall .returned by the investigating department or agency to the city clerkAll applications with reports and recommendations, if any, attached thereto, shall be (b) cant.Investigation of appli 17.-19-Sec. 5 :to read as followsamended ybherethe Rochester Code is of 19-5Chapter of 71-19-(b) of Section 5tion Subsec. 5Section application for renewal of a license after the commencement of the license year. $1,000.00, shall be imposed on and collected from each applicant who files an of 50 percent of the annual license fee, but not to exceed A penalty application for renewal of a license less than 30 days prior to the commencement of $500.00, shall be imposed on and collected from each applicant who files an A penalty of 20 percent of the annual license fee, but not to exceed Late fees. (b) Payments and adjustments.—Fees 15.-19-Sec. 5 :to read as followsamended ybherethe Rochester Code is of 19-5Chapter of 15-19-(b) of Section 5tion Subsec. 4Section of financial responsibility in accordance with Minn. Stats. § 340A.409. the city, or any instrumentality thereof located within the city, must provide evidence ion, or cultural facility owned by affair conducted on the premises of a sports, convent3.2 percent malt liquor at any convention, banquet, conference, meeting, or social licensee authorized to dispense or to allow the consumption of intoxicating liquor or this section to the contrary, any ordinances. Notwithstanding any provision of applicant's business plan, and to do so in compliance with all state laws and city successfully and profitably operate the proposed establishment consistent with the ossesses the required financial resources to may be required to show the applicant pthe manner provided in Minn. Stats. § 340A.409 and by such other information as section, evidence of financial responsibility shall be established by the applicant in y clerk. For purposes of the requirements of this responsibility is filed with the citshall be effective until proof of financial councilcityNo license issued by the (b) Proof of financial responsibility required. 10.-19-Sec. 5 :to read as followsamended ybherethe Rochester Code is of 19-5Chapter of 10 -19-(b) of Section 5tion Subsec Section 433 . councilcityand the same shall not become effective until approved by the a corporate licensee shall be deemed equivalent to a transfer of the license stock inany change of ownership or beneficial interest in 25 percent or more of the shares of . Any change of a licensee's form of ownership and by motion passed by the councilcouncil, which shall be evidenced ordance with the requirements of this chapter.acccity and in person to person or to other premises without the consent of the No license granted hereunder shall be transferable from Approval of transfers. (a) Ownership and transfers. 20.-19-Sec. 5 :to read as followsamended ybherethe Rochester Code is of 19-5Chapter of 20-19-) of Section 5a(tion Subsec. 7Section this chapter.er compliance with the requirements of license holder or the licensed premises into fullgiven period of time which acts or forbearance to act would have the effect of bringing the upon the license holder performing or forbearing from performing certain acts within a the renewal of such license by resolutionmay council may request that the clerkthe city In the case of an application for renewal of an alcoholic beverage license, (d) application shall be required. -be deemed rescinded and regranted shall including a city clerk granted extension if applicable, the approval previously demonstrated. If the establishment does not open within the prescribed time, extension only if progress towards opening of an establishment has been all grant an clerk, if requested in writing with the initial 90 days. The city clerk shapplication. One 90 day extension of this deadline may be granted by the city for business within 90 days of the opening date specified in the license , the establishment shall open councilcityof the license by the approvalissuanceIn the case of an establishment which is not open for business at the time of the (5) No license shall be effective until: (c) mayor and city clerk to sign and issue said license to the applicant.granted the license applied for, shall, by motion, grant said license and direct the consideration. The council, if it deems the applicant a proper and suitable one to be council for its beverage license, the city clerk shall present the same to the first meeting of the council following completion of the application for an alcoholic At the the license and submit said license for signing by the mayor and the city clerk.approve and issue by this code and Minn. Stats. ch. 340A, as amended, the city shallby the city clerk, and in accordance with all other applicable requirements set forth Upon receipt and verification of the completed application Council action. Issuance (b) l and issuance.Approva 18.-19-Sec. 5 :followsto read as amended ybthe Rochester Code is hereof 19-5Chapter of 81-19-Section 5of , and Subsection (d)on (c)Paragraph (5) of Subsecti, (b) tionSubsec .6 434 .AlcoholBev 91-5Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK __________________________ATTEST: PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE ication.. This ordinance shall become effective from and after its publ10Section .councilcityby the entertainment endorsement or a temporary expansion of entertainment has been granted eral Dancing shall be permitted only on licensed premises for which a gen Dancing restricted. 26.--Sec. 5 :to read as followsamended ybthe Rochester Code is here 19-5Chapter 26-19-5Section . 9Section expressly defined.Gambling Enforcement Division in accordance with Minn. Stats. 340A, unless otherwise afety which is the formal licensing authority for alcohol through the Alcohol and Smeans the Commissioner of the Minnesota Department of Public Commissioner Definitions. --Sec. 5 :to read as followsamended ybthe Rochester Code is here 19-5Chapter 1 -19-5Section . 8Section 435 .2 FIreCode-8Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ APPROVED THIS _____ DAY OF __________________ ____, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE from and after its publication.. This ordinance shall become effective 2Section 6, prior to conducting the display.-2-8in section a fire department operational permit, as specified in conjunction with common councilby the or approval f clerk's officepyrotechnic displays require application to the city n approved automatic fire sprinkler system. Public fireworks and protected throughout by achapter 56 of the fire code. Indoor pyrotechnic displays are permitted only in buildings for public viewing outdoors and as are permitted pursuant to Minn. Stats. § 624.20 and splays shall be limited to those intended specifically Fireworks and pyrotechnic di Fireworks and pyrotechnic displays. 16.-2-Sec. 8 to read as follows:of the Rochester Code is hereby amended 2-8of Chapter 16-2-8Section of Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: FIRE PREVENTION STANDARDS. FIRE CODE AND OTHER ORDINANCES RELATING TO THE ROCHESTER CODE OF OF 8TITLE 2-8F CHAPTER 16 O-2-8SECTION AN ORDINANCE AMENDING ORDINANCE NO. ____ 436 6(b). -11-pursuant to section 8may include a time restriction on the special event permit issued Those conditionsobjectives of this chapter, including the criteria listed in subsection (a) of this section. reasonably related to the satisfaction of the provisions or the furtherance of the may impose conditions upon its issuance of any permit that are councilcity ll of the following criteria: amust consider each application for a special event permit in light of councilcityThe Issuance of permit. --Sec. 8 Code is hereby amended to read as follows:of the Rochester 11-8of Chapter 5-11-Section 8and (c) of )a(s ectionSubs .2Section from time to time. ouncilccommon city and/or by the at may be required pursuant to any special event policy that may be approved ththeir designees, may need in order to carry out the purposes of this chapter, or of the fire department, public works director, planning director or city attorney, or Such other information that the city clerk, city administrator, chief of police, chief (10) and contain the following information: common councilannually by the by city council resolution payment of the permit fee as established The application must be accompanied by . application prior to the scheduled event ; and the council's ability to hold a public hearing concerning .and welfare ,health, safetythe absence of any prejudice to the public's ; reasonable excuse for the late filingaive this filing deadline upon the applicant's showing of good cause or may w councilcitythan 1,000 participants shall be received not less than 120 days prior to the event. The 30 days prior to the event, except that applications for events anticipated to have more Such application must be received by the city clerk at least submission to the city council.for .clerkEach applicant for a permit shall file a written application with the city for permit. Application --Sec. 8 is hereby amended to read as follows:of the Rochester Code 11-8of Chapter 4 -11-(10) and Section 8ection Subs Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: . SPECIAL EVENTSORDINANCES RELATING TO THE ROCHESTER CODE OF OF 8TITLE 11-8CHAPTER F O 6-11-5, AND SUBSECTION (c) OF SECTION 8-11-8N OF SECTIO AND SUBSECTIONS (a), , 4-11-SECTION 8AND (10) SECTION AN ORDINANCE AMENDING ORDINANCE NO. ____ Section 437 docx.SpecialEvents 11-8Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE from and after its publication.This ordinance shall become effective 4Section to continue beyond 10:30 p.m. ow the amplified sound permit. If applicable under this subsection, no person shall allsound to terminate no later than 10:30 p.m. on the day of each event covered by the in subsection (b) of this section and replace it with a restriction requiring the amplified level provided 5(a), may waive the maximum allowable sound pressure-11-section 8, in issuing the permit and in consideration of the criteria provided in councilcityThe (c) Maximum sound measurement and time restriction. .6-11-Sec. 8 hereby amended to read as follows:of the Rochester Code is 11-8of Chapter 6-11-Section 8(c) of ectionSubs .3 438 exact location where the cart may be located. may determine the councilcity requirements of this chapter have been met. The the surrounding area in sufficient detail to determine whether or notA scaled diagram depicting the desired vending cart location and 3)( on forms provided by the city clerk. councilcity on for a permit under this chapter shall be filed with the An applicati Permit procedures. --Sec. 9 of the Rochester Code is hereby amended to read as follows: 10-9Chapter 6-10-9ection paragraph (3) of Subsection (b) of S )a( ectionSubs .2Section .councilcity by the (e) A vending cart permit is valid from 7:00 a.m. to 8:00 p.m., unless otherwise provided permit operating location designated on the permit and is valid for one cart only. used at the The permit shall be valid only when . councilcity with the approval of the be transferred at any time during the permit period from one permit holder to another shall expire at 12:00 midnight on December 31 of the year so issued. The permit can rmit issued person to the office of the city clerk and shall be time stamped. Each pewith all applicable laws and ordinances. Permit applications shall be submitted in so long as that person is continuously licensed under this chapter and is in compliance fore others be entitled to receive a vending cart permit, and a renewal of that permit, bethe above provision, a person who had a food cart permit prior to April 23, 2011, shall served basis. Notwithstanding -come, first-A vending cart permit will be issued on a first Regulations. --Sec. 9 Code is hereby amended to read as follows:of the Rochester 10-9of Chapter 3 -10-9Section ) and a( sectionSubs Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: . SIDEWALK VENDING CARTSTHE ROCHESTER CODE OF ORDINANCES RELATING OF 9TITLE -9F CHAPTER O1 -10-AMENDING SECTION 98 AND -10-SUBSECTION (a) OF SECTION 9AMENDING ,6-10-9N OF SECTIOSUBSECTION (b) PARAGRAPH (3) OF AND SUBSECTIONAMENDING , 3-10-9SECTION (e) OF S (a) and SECTIONAN ORDINANCE AMENDING ORDINANCE NO. ____ Section 439 docx.VendingCarts10-9Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE from and after its publication.This ordinance shall become effective 5.Section council.common city.the Peace Plaza without first obtaining a vending cart permit from the No person shall place a vending cart on any public sidewalk or on any public property or Permit required. 1.-01-Sec. 9 read as follows:of the Rochester Code is hereby amended to 10-9of Chapter 1 -10-9Section 4.Section .or their designee administrator the citycart permit during a Peace Plaza or other city special event, as determined by a vendingrevocate evokerThe city reserves the right to temporarily suspend or (a) Permit suspension and revocation. 8.-10-Sec. 9 hereby amended to read as follows:of the Rochester Code is 10-9of Chapter 8-10-9Section of a)( ectionSubs .3 440altering any concrete or asphalt sidewalks, driveway approaches, or curbs and gutters in shall engage in the business of constructing or entities persons orlicensee Required.—License -1. --ec. 9S to read as follows:of the Rochester Code is hereby amended 18-9of Chapter 1-18-9ection S .2Section subsection (b) of this section.ability to comply with the licensing requirements provided in theirchange in within 15 days of any clerk (c)The license applicant or licensee must notify the city A post office box address is not sufficient to satisfy this requirement.cense applicant's business is physically located. telephone number where the liand telephone number where the applicant resides, and a street address and a current street address clerk (2)The license applicant must provide to the city (b)The licensing requirements for this chapter are as follows: ection.shas satisfied all of the licensing requirements found in subsection (b) of this shall issue a license only if it determines that the license applicant councilcityfor a license to carry on said business. The councilcitycity shall apply to the ers in the concrete or asphalt sidewalks, driveway approaches, or curbs and guttAny person desiring to engage in the business of constructing or altering any Application.—License -2. --Sec. 9 follows:of the Rochester Code is hereby amended to read as 18-9of Chapter 2-18-9Section , Paragraph (2) of Subsection (b) and Subsection (c) )a( sectionSubs Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER ORDAINS: CURBS AND GUTTERS.VEWAY APPROACHES, CONCRETE SIDEWALKS, DRIROCHESTER CODE OF ORDINANCES RELATING TO THE OF 9TITLE 18-9F CHAPTER O 3-18-AND 91 -18-9 SAND AMENDING SECTION ,2-18-9N OF SECTIO SUBSECTIAND , SUBSECTION (b)) OF 2PARAGRAPH ( , SUBSECTIONAN ORDINANCE AMENDING ORDINANCE NO. ____ the streets, alleys or public grounds without first being licensed under this chapter. A 441 docxSidewalks..18-9Chapt.Ord20/ Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE from and after its publication.This ordinance shall become effective .4Section form by the city attorney.approved as to sidewalk or other structure whether for the city or for a private person and shall be cense year. The bond shall also be conditioned to save harmless over more than one liwork. No bond shall be accepted that attempts to spread the coverage of the bond amount that it covers defects in the work performed during the The licensing bond shall state licensing bond. aggregate, and a $10,000 each occurrence and $4,000,000 $2,000,000certificate of general liability and motor vehicle insurance in an amount not less than a clerk citys of this chapter and has filed with the satisfied the licensing requirementdetermines that the applicant has councilcityNo license shall be granted until the Bond or insurance.—License -3. -18-Sec. 9 to read as follows:of the Rochester Code is hereby amended 18-9of Chapter 3-18-9Section .3Section ll be required for concrete and asphalt construction, respectively.separate license sha 442 x.doc4-4Repeal \\20Ord Rochester, Minnesota) (Seal of the City of MAYOR OF SAID CITY ___________________________________ 24.APPROVED THIS _____ DAY OF ______________________, 20 CITY CLERK ATTEST: __________________________ PRESIDENT OF SAID COMMON COUNCIL ___________________________________ 024.ROCHESTER, MINNESOTA, THIS __________ DAY OF _______________, 2 THE CITY OFBY THE COMMON COUNCIL OF D PASSED AND ADOPTE its publication. and afterhis ordinance shall be effective from T .2Section .repealedis hereby Rochester Code 4 -Chapter 4 Section 1. THE COMMON COUNCIL OF THE CITY OF ROCHESTER DO ORDAIN: OF REVIEW.HEATING, VENTILATING AND AIR CONDITIONING BOARD RELATING TO SRDINANCEOTHE ROCHESTER CODE OF OF 4OF TITLE 4 -CHAPTER 4REPEALING AN ORDINANCE ORDINANCE NO. ___