Loading...
4.6 SR 04-18-2022City of Qk*l River Request for Action To Item Number Mayor and City Council 4.6 Agenda Section Meeting Date Prepared by Consent Agenda Aril 18, 2022 Zack Carlton, Planning Manager Item Description Reviewed by Final Plat: Evergreen Townhomes Cal Portner, City Administrator Reviewed by Action Requested Adopt, by motion, a resolution approving the Final Plat of Evergreen Townhomes with the following conditions: 1. A Planned Unit Development (PUD) Agreement must be signed by the city and developer prior to releasing the final plat for recording. 2. Park Dedication shall be paid in the amount required by the city when the final plat is released for recording (currently $1,075.79/lot). 3. Water Availability Charge shall be paid in the amount required by the city when the final plat is released for recording (currently $390/plumbing unit). 4. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 5. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the Public Works Director must be secured. 6. The Development Plan shall be approved by the public works director prior to issuance of building permits. 7. Staff approval of all plans prior to releasing the plat for recording. 8. All mailboxes shall be clustered. 9. Any item or condition found that indicates the site is likely to yield information important to pre- history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Background/Discussion The applicant received approval of their preliminary plat and planned unit development request on December 20, 2021. The final plat includes 14 parcels aligned along a single -loaded private street. The developer will establish a homeowner's association to maintain the private street in perpetuity. The final plat is consistent with the preliminary plat approval and staff will bring the PUD agreement forward at a future meeting. Financial Impact None A IR Mission/Policy/Goal The proposed subdivision supports the growth and development of residential properties in the city. Attachments ■ Final Plat of Evergreen Townhomes ■ Street and Utility Plans dated February 2, 2022 ■ Final Plat Resolution tl ,>,esN m.. e a , � n ,o �.x� T A xux �. s mem.., .n�. MIn,naa a9iaat L,a w':tm m ..�'�.m e�.�:�t: °:� � M J .mro10I ft.1y 1.1— a.... w m ,, 1 ro. nn.., xem,m er s..uro ss, ,nroa swm w a.a.... s, mmmm 1s , die mnusi�im u� Lw.xe ren. ,neo.e xm,n sx aearm. N I. , m e�nma Mmum° i . m.mx .oumw:a xmw sz I....`I se mmm� a,°O°seeenes°". mmee xau`Osx°C°°° es s mmmas re e.eror an. w curves ems veN a me e� mn a remeiur �e:�ffiiw.Maed e`eenvei entle eer°en°l eearoan l.1 mmu ea os u ; roroee xeem , ° .eLnx m m.arot m �a Ln emm. a w ... �..m .e.Le Lm. mm y,Pm': ° ro. wxu�nf e ro.ma �„ro m rA,.t.a xm.> xr romm�abm mwme 9wv `q �� met mom a p�epmea q me m umm my a�m.t w Mmm; me 1 e Lem rA,.t.a xm.> w mmm�amm mwme aymmea roa eccry,ea q me pV coupon tl me p„ tl � roem, snmm.ne crony, xm.em,e u e mmxna xela m�. .,pma u y . m I.m.xy mwy m., mL ,,., x� ,m,...a by m. olne. tl roe �y HI.h-w EnW. W. , 9Derwrm Cnumy HlaMay mttlneu EVERGREEN TO WNHOMES CITY OF E SHERBURNE ,0. 1.1 •I I I .. I II g. �� R I I BLI IOCI IK 1 I I I 6g� �n 8 8 12a !,I 13 �------------------I ------ _Outl� A xss t=zaxn issso•-- saz°z,,e•c ..... r,axmui -- �,—o�ai--•---------- I ��$ R la y a cl 'imp oa ` 'PI 7 I _ I a 3-3. 1tI �"44'' All N]•ooYs•w --- ---------------------------eeaxa------------------ sccaw aa>kx �,„91 Izm 35 �^u'•^L ��w� s ssss:A• 3TI.aa - °w h Nm a =aN,.ea — L ax ro a — - - - LI�2 xxx°r= - All .0 1 " 6. o.vary ,esse pyeWe fn me yem w n pus 1. 1n mx, me tnero ere ne eYmeurot ma met yusfer .0 roteroe mis 9.mmroe County auanm/Mew.m ... n ..n..e.e a mettromt u— .m raw In,x ome. ax - . awx —x. ena cott.t r 0 0 so SCHLE IN FEET SCHLE: I INCH = 50 FEET syu .1 - w xs m:..t.."'r sxu — s ea� ssae _;a7 _ , r___17a II H �I s o m EQEI,D m o grate pro anpea°R • m I/R S . gmt¢nwn9 on PEDERSON �� $N• �3„8 $m$ �P.as el.m. a EVERGREEN TOWNHOMES P.U.D. EVERGREEN TOWNHOMES, LLC. 18409 TWIN LAKES RD NW CITY OF ELK RIVER, SHERBURNE COUNTY, MN FEBRUARY, 2022 FINAL PLANS CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates, I no. CIVILENCINEERINC %¢Gdli[aW Mlat-- $oQrQ[— LANO SURVEYING ENVIRONMENTAL SERVICES SHERBURNE COUNTY, MINNESOTA VICINITY MAP SHEET INDEX: SITE & PARKING PLAN C1 DEMOLITION & REMOVALS PLAN C2 OVERALL GRADING PLAN C3 GRADING & STORMSEWER PLAN C4 SANITARY SEWER & WATER PLAN C5 EROSION CONTROL PLAN CIS LANDSCAPE PLAN C7 SWPPP NARRATIVE C8 LEGEND: SITE NOTES: X OPo MINIMUM LOT SETBACKS & REQUIREMENTS PARKING REQUIREMENTS NT LTOE,o RE: E� soR� A"'n "r� =.�OM O�oEo-05PPE= RTOOT LOT= ;IP� 1 1 2 3 4 5 6 7 8 9 10 �i 2 q � 11 " 5CON RETES OE LWToo ROPOEEDIT&TTw, - - � F F FAFFAO�FJF 'aP PouTwouR R�r ooR ooR wouR w7or PORT wouR oEPorT w Z 34 568910 H PROPOEEUURUEwAAaUP) ���' TONTRE: RUU::ER-MOUNT�TE4— � .. � - �, ... _ - UONITREETPARANUCl) ' ERNATVE To' " ..NOP�,ANU"ERNE NE�TUONTREEUEosREET R MERREAU PEATUETURN�,OUNU - 12 a ly eo "o' 1 1 1` I 0 V - 1 V) z Z w _ Lij ¢ N w .PTON PTON I wn13uT w 14 I I I I Q N I I'I OND� I °m o s J� e T'CURB TIERE ` � ,rrrrrr?rrrki: a :..::::::::::::::::. \ 4 w o Z .......,_ .._. -, ::__ 0 ................... O ........... - x x CONCRETE ATTEI MUTTER CoNCIETEPER.RasP z a z - u"TRTRUNTATEUUOMEE z — '. ,oBITUMINOUS TRAIL i w w _ w w � � w � w w SHEET NO. GOPHER S;ZT ONE CALL C 1 LEGEND: DEMOLITION GENERAL NOTES: 0 EMOVE PAVEMENT SECTION (AS INDICATED) I FIT, CC NNE CT SAND RE LoCA A Do. R YTIF TY LOCATIONS TO THE —w REMOVE ExISTINOTEEs)ASINDI INDICATED) EBUTARENOTDMITEDLOW AS ALl ED ANILADYSEuvER,UNDEROROULURNDGAS SIT 2 THO CONNECTIONS ALL ND LOCAL z x REMOAEFEATURE(ASINDICAED) (UNDERGROUNDGASATERMANN°NDSTORM°SEWER)MA REQUIREAPERMITFROM THE CITY SCALE'. 1"=30' SAWLUT 3 AT PROPOSED CONNECTIONS TO - - EXSTNGUTLTESPRORTOANY= TON PROP RE ES PRIOR To THE A TART OF CONST, UCT ON ALL SE, CE CC NNE CT ON SID SCO NNE CTO CA SHALL BE PERFORMED N ACCORDANCE ITH STATE WATER s ES(NOTEDAND NOT NO oNTRACTOR FALL PROTEc T uTILln ES sTR ucTUREs AND THE TTURI LIFE A ' AND FAR OF ' AND OTHER NOTABLE VEGETAT ON WERE DENT�E.DANEDIFY TO REMAIN AND SHALL REevolvelBLE To REPAIR DAMAEe Po ANv FEA ES TO REMAIN TH NOTa ES EDEBRESARoSTSEBOULD RS s o J SAVED BE AND PROTECTED . A - AND OHALLBEREMOVED FROM THE SITE TRE ^ LjLIIIIILEnre.1 creue EXI EI ereusn � II I " A _ m --L `�mavi rV O Z I _ I 1 I 1 I LD uEw I I ,IP fA Z EMll X I � — 4'' I)� WN I I O W H I W w F %'\ ��� DcreureExnNc �DaRu a¢ I FU Xl� ONE N aN Jp Y PRO I I � \' mas s5 sPvv a�T anveMeNT IINE IPI wTO �ONNEITTOExnNcwATEreMANreTO NnILENTRINIE OxETIE EmRwT v / ___.__ _.Y ________ _�___ _________x( ________-npp_________ x d X_ reEMO�Ex�TNcnreuBTureE ��� I g w v a o _ILE re.lclle Ex ITNCTIEEI.oereus:— - __ - O Z N d $� C z �_ O w 11 w,ID reeMweexsT No weLL I �� � � w w w w U 1 SIT EET NO. I GOPHoSTAE 'OE NE CALL C 2 LEGEND: GRADING GENERAL NOTES: TEMPORARY ROCK CONSTRUCTION ENTRANCE Xseos1Tn NEW TOP OF GRAVEL ELEVATION EROSION CONTROL BLANKET (PER DETAIL) Xsesmrc III 11EX EXISTING ES DAGRAODE ELEVATION. REBIDDING GRAD0 STING NOTES H s uNe STIR ca o TOR DING LIMITSAND PROPOSED PROPOSED CONTOUR CBMH lB1R 3'X3'� R-3501-TB - - -- �srCHANGEPROPOSEDPOTESS CBMHIBE R'X3' R-TB-TB w p w iEMPORARYSILTFENCE PROPOSED SLOPE S PRI OR TCONTACTO BI DO I NGLOCALUT THE FLYPROTECT AND COMMENCCOMPANIES FOR EXACTINGELEAT WLINEI56 BELAETOTHETOPOFCU'OW TOPOF CBMHl03 3'X3' R-3501-TB - ¢Z IT VERFLOW WORK OUT FEW PROPOSEDRPIP TEMPORARV 6EDIMEN ILTER. HIGH Flow 3. CONTRACTOR TIOLRAN oEa ENECESS RYPRECAUTIONS RE AUTO HOUSE PAD GRADIN SHAH USE HOLD DOWNS NOTED IN THE sTMH]OT Wu]9N0 ;Xseos1To NEW TOP BACK OF CURB ELEVATION OPERATIONS PROTECT SHALL MEET Gry of ELK RVER STMH as R-uwn pa sI LT FEN DU UP OFF UD NGETc).NG STMH ire R-uma oosP Xseosoa NEW FLOW UNE OF CURB ELEVATION E INDICATESOTHERWIswST REVISION APRIL2021)UNLEss PITH CONFOR.ANCEWTHxsaoso5w NEW SIDEWALK ELEVATIONEX�ST�GRADESTEEC ONEC ES E xsaosoro NEWTOPOFPAVEMENTELEVATION BE IVEWAY EN LEVY C E A GE STORE ALL PAVEMENTS YT=AINF To THE ROD G PAT F NOT BETTER COND T ON NOT ANY CONFDCTS PRIOR TO BIDDING THE PROJECT. SCALE'. 1" =30' wo ° ttz o - uo exv. msuo - or s60� �umm iXvSm➢o m m� vs v me hww w v� ��M y.T xore® �. +y� 'I 'I qz� F �� vl XII a[xervinT 'G, l au I P I � I w SI � asvT O O urosry scan a as urosry scan w urosry sloe uro urosry seas urosry si3n C WS IMP f l —N si iji NsvT W.T sasvT vT esvT ( k — � g go�°R a oR owR w�zT zs, 8 .,FLE..T I� 4m I I oNo� �"1212 1 —11 W 1_-21122-1 FLEX »RT m _ — V nTn n,n�sT Tn �=cecs reocx corvscreucc ory sx c gP • 'corvcreeccorecoo[c[reMrv[rrvex coc Yv'rl--�� •• �'• (�•• 1 W O .� w rvscnunac / SPR . - W W > � sHeer No. I C6 X LEGEND: p p PROPOSED TURF ESTABLISHMENT w ¢ r vROP. seD Deaouous TREE SCALE'. 1"=30' PROPOSED CONIFEROUS TREE p V PROPOSEDSHRUB13 10 mm LANDSCAPE REQUIREMENTS: — — — RE' BINOFEH'IV ERZONIN00%NANBE ALLIND PITAN SHALL RM TO P NTBMUSTATLEASTEDUALTHEFOLL—INGMNDMD BIZEE — l — ORBA EDOBURLAPPED f - i EVER SHADE L-INLHCHDIADIAMETER � HALFTREEB 6FEETH�OHAMETER R�o OF 30INCHES "E 2 3 4 5 6 7 8 j v 9 10 11 12 13 �SPREADINDE DECIDUOUST 130HE INCHES - I — B aFCO.THE T. BEEN COLS HE FOR OU _ NDB�PEODAw,NTEEALLNEwPaNTBBHALLBEO yZ o o�FULLFLE HEODA NAEEPER000RBEREP OEO AB BEENOOMP ETED D �— w5 OA — R ��� w� A P NTSSHA BEANEANDNSATSFAOTORrORO THATTHEE N ,w5 BO PB7, 5 B �,-w �,BO = CITYORDNAN FOR FULL REQUIREMENTS) Lu _ Tf �l LANDSCAPE NOTES: �O — 1 w o �� O N� B coHo6 a — BE SEEDED AND MU COMPLETED N ACCORDANCE E P DF6BSELECT � BE RED PERr���o��°N�s��Eo�LE 220 LB CHIRE3 2TDNB,AC. 0 ��; RM �E , PB -0A �M ,�E . RM N J �% R w�d, 0 il ....................................... o � w ._:.......................................................................a......................................................................... x*W—M ........ ..o-... ,#. ....,.._.,_._ .:1 ... x x .�A vrrrrrrr. t K - 6 R ............... ................ ........:...............:.................-....................................................... ................ ... '............i.................... ........... .......... +. .... — 4 a �.. ..........DO ..... ...........................................................................a .......... .... ... . u..... .................... ......................................................... z.........-.A.......... .... Z ................ ...........................a.....v................................................................. ....... .. ........................................................., ................. ................... ........ DO ........... .......S�I.......w...'..PB_c ..... .+F % O Z ... .....'. m _ 0 DO M .. � � Via-- '� �-�� ��.��' �- z z _ g 1 DOBD PB� , o z 6/ 9 _ W W U / j/9TP SHEET NO. / GOPHER STATEflONE CALL C 7 aDAN„r K EGMMONNAME 6EIENrEKNAM =,EE NDTE6 1REE5 GUEPCU$MACROCARPA 13/4"DIA.6'HIGH 6TMIGHT TRUNK, NO V-fAOTCH ULMU6THOMA511D6'HIGH GTPAIGHiiRUNK13/0DIA.6'GsTRAIRUNK, 11DIA6'fiTPAIHTTRUNK,NOV-fAOH NO V-fAOICH L POPUUISTREML010E6 13/0"DIAGH lv4^ DIA.6 wGH sTw, sTRAGlRTflUNK, NO V-CflOTCH4) STORM WATER POLLUTION PREVENTION PLAN NARRATIVE .ENERAL IN11R.ATIN T ITIR "IATE R I I LLI I N I R=ATN = I HE = I NA IINIRRIAN CE L ' T" E N N CHAT "LLITTANT , E .RCE ET E. TO . " OR 11 ARIEIAHIIIATEI�ITIIIN�TRIITIINAITIVITT ,R,=EIVIEIR,REEN . . . LOCAL IN EA, 11—OR11 ETHRVER ON STERAU RNE COUNTC LAT'L, N C ....... ....... IAECRIITION 01 CONETRUCTIONACT— IIELOI"ENT CONI 1101 IAVINI —IINC ETOR. E-ER NITARC E-ER ANI _ER A,N NETALLAT ON ANI TURI EETABILET.— IROHECT CO—CTE ROIER HERR OR ANI THE COIRACTOR ARE RE11ON' E "o R "T" E ­T o N 01 THE _,"AN'THE HETA_ToN NEECToN AN, A NTECANC E 01 THE ERoE ON IREVENTION ANI EEII. — C—ROL E. I E BEIORE ANI IURI NO CONETRUCTION -111 CREIAECTION M111 IREEARI CHRIETOCTER TRAININ. =ET 'EEREON OAEEOA EER ANI M111 lElICNERAT1EEE .1 Al— , RET ETREET —BECIER,,",N TEHONE , E"All C.HN@EO AETLEIEREON CO. —N ER MHER COMHACT RO.ERIERRICC VNEE AT ELC RIVER LLC Al— 1111A.ERCANETV— EUITEIII ELOO. NOTON mmssaHr TE—HONE I— - I- E.A , RO.ERCCHOIA.ERI. CO. COCTRACTE�R EU7 NEE�FIHHLEI 01 AT THE COMLEACT— MHER NA.E .A TOO Al— Cl TE—HONE E.AIL COMHACT IAIHNI Al— Cl TE—HONE 1.AIL IMPAIRED WATERS MAP E Elk RI 11 I R. 1 MILE F MIS SSIPPI RIVER (IMPA EDWATER) 0 1� �r cE w nPARP ae,aI.EPP"I"CNONIlLTRMPEa BUH4� NONCON�ETEPIPE kLi PPIU cE A A —I �;m Lweskeaa0� gg� -- B ITUM INS US TRAIL - P/L p/L e SITE alaE BEDDING ROCK CONSTRUCTION ENTRANCE LL o INE—UNDISCRARG6 t aEmovE GaATE ® PUMP TIE DOWN HOSE STRAP 1v) RLAN To areo unreD. veL or TIU11 a w o _i _ �EIVEre AaINN ao °�sa�°� UaF 1 o f N�W SEWN IEPIFEEPREE v - "BITUMIN oUS WEAR coURBE (MID OT 2360 TYPE SPWEA230D TU'z3tn NOUN BASE Cwaz�fe Ene c�� SECTION AAA eAGGE�oEPTn'oREoua�wov SPOUT WATER PUMP - pS BEST rvPEeN cj 8 CLASS S GRAVEL BASE(MINj N szes inreoEreTnwa TnosE snowry reEoulreEnsawnLDesorv.- J coMPACEDSUBGRADE CONCRETE AND GUTTER mPore ©ormErelarem w,IDExrervDurvDEremEcuLVEreT nareorvarT DANDY DEWATERWG MAG OR EQUALMOUNTABLE ¢¢ems �Z NOTE PICETACKCOATBETWEENCURB COURSES nLTEREI`S\ /}/ WATER O U N Z TYPICAL STREET SECTION - PRIVATE STREET RIP -RAP INSTALLATION TEMPORARY SEDIMENT FILTER TEMPORARY PUMPED SEDIMENT CONTROL DEVICE �— W (n a¢ ENxsEnRTE.EIN I �.� Ex ax xE Exx.�LP� Ex. E.a.�ox Exs.xoovouxo Ore cb,Rg,vtav,ag, Porcon4ruc0on pmi,rxswb,re m, vwR,FVF opGamr,hG,gG,(Eg.,z original tlevelopersells portion ottlte p=Tyrev,nousbom,bulltl,rsors,11, the GU,G sit, re a TO, own,F) the curtent ownerantl the new own,FOF o p,rztuFsbzll submit zucompl,t,G, Th moT, ,,nona rertnpmvil,tl bYree ,F. m, AT, mun b, s„bmitrea pnvFm m, R,w vwR,F or opG, A' IHG"Rg........... GOPE, oR sire uriR Ru ase lat,r than 80 tlays atreFtzking Cw G,, ip of ULG pmp,rty. TUG own,F shall TIEGROUNlDPOSTSANDSNALLBEsre=STEELFENCEIN_- LCPGRD COMPACTED ON THE UPSLOPE AND ENTRENCHED HU'AS.. MENI LOT FI RUNOFF6 NOEE DEN EROS ON CONTROL L/L / L PLAN, /� TO PREJENT PIPING AXE L / �— 0 <PLACED mob wp m saw s Z 0 g .rPE oxaPPxovEo� pmvm, a SWPPP re ULG new ownerantl up,amtmztsp,deauy ,aa,G,sG, m, renaming 111.1111i1R,reviry. = SHALLOW SANITARY LINE INSULATION TVPICALSWALE SEDIMENT LOG INSTALLATION N C w W 0 U eEaosloN coNT� F-E— Q O a 'Al EE' o o N Q w LOTUNE — — , fo BTOC E fo �Naairn� - ovEvaow ELEVATION a 68"R 1/2"R TOP BIT. MAT 28"R 3/8" a Q 1/2� — PROPEX SILT STOP FABRIC S"x2"x4'WOOD 10 MINIMUM TAKES@4'OC.jBASE EBAG/K�F \0ig H Z a Z W W W o WIXIBTIN 0 SHEET NO. UCTION wwooTxm.TreEa V2" PV2' 28" a EEDI. ENT NTaaNce GGROUPS6 % EMBANKMENT C9 rE,KlFlUlE WEIR OVERFLOW DETAIL MOUNTABLE CONCRETE CURB & GUTTER SINGLE LOT EROSION CONTROL PLAN TEMPORARY SILT FENCE A iiieeeiiie �eise:e Acx oT curee I � F r AQ °° oo° PLAN VIEW OF RAMP icre-csre �o °°°°°°°°° INAOE AND ER LEAEEMEN ma.vomp THEwoHroFIENT �D rL STREET 'CASTING 2OONCREIECOL RGFNCREWNcs LA R 1111 DOME SPACING a 1- AP EPEI FIEo PT ZEDEWEoFENIEPR NTEDEwe EPOET OROUTEp IN PLACE 2" TE MAXIMUM SRN -_ a I- secnoN A -A TO DRAPA STINAOER OFAND ur ury EEmT NALERODNDA NTED GREENORIGI AND e.oP ERG ID HE EXTERIOR. "INTERIOR Arm E P FIG ION 'RETE E TERMAIN 'Opp ER PIDTAIL �ImP T SEWERMAIN yqg Loop E NE NEEFM C '_� MINIMUM PRECAST RASE N PLA'CE DR = - R vM Oav eT ELEVATION OF RAMP OTES Q sasxrE we svmaxouuw oErccraeuwavx xossxul° xiwuw or utoc a°'wmc°cx x°Txcxc°csT w: wvsx. avcuT UEcv ru �wxc ew oiaxcisxmwmccxouox rEv woxxcocsTv�ax vrwxs°oaaepuxoixo eEnwccx Txee. Txc xcocsTviax cvossixo s�wu PERM ID PIPE NOTE - x. recEErcuv°.Ev xucE avwxos:.vuxw.an°veax�o MAIN OF STEEL NE F_N E FINE SSO AIN�PER - Eiaoa s�xul°Eawi°reE NOTE TRAIER WIRE NOT OWN INSTALL NOT LESS THAN 0,17 FOOT OF HEIGHT. P a _ O U NZ e� ap mvxewaxnvucriExs ° awwcaxrE vt1vE rts Ev xvssarvaTiEx xvEcccrs. re are° Pss R3/20 G TYPICAL HOUSE SERVICE P NOTE TYPICAL SERVICE DETAIL c uo SHALLOW CATCH BASIN D STA E PLATE E DEETRIAN11RD RARNPTaRITH RTumINouETRAIL Ej�] Rroer 4007 i Rroer 3403 V. 2500 w yj e RINDS D NNDE a¢ TO DRAINAG AND FLOPPY ESMT EEL FENCE POUT PAINAIKITED GREEN ETANDARDmETIN NNEE R°°N° saw ETE Ep El PERAA SEAVIOR IPE PKN� CEETEIIENTRII NO 111"ODIF IED) ON FLUE TEE N Q QsEELOW $- NAG 5 SECGOETOR O OIL ONAS ON CONE PREaET coNIXiETE xEcnox To wErrasrw cn.o oa. oxss p°�ucTuvss°rraO xoa 4B rD T2 { O U QHITS = _ Z z RIT SPECIFIEDD N ♦5' BEND A R O O F ONCRETE IF OVER 15 OF DEPTH) rME z W — 5 b YE AS SPECIDEO PRECAETORELOCK avEcvsr mxcvrrE uvwxoassxauw�.as.w wreax°asrw cmc. W W W w � � W O FINISHED OROOND LINE OR FIND LINE �C ° W W W U TO RE usED AS sERMCE CONNECTIONS ON DEEP IlES ° FLOWFRom INLET To oOLET. - T SHEET NO. L Co EX NO PARKING SIGN STOPSI6N REI 2/iCIT TV 1 SERVICE RISER SECTION s P,� T Elk 7 STPNDARD MANHOLEEOLu RENO V EE� �11 clO SHE SIGNAGE 4008 2501 STORM SEWER MANHOLES I Fal", I'll I A CORRUGATED HDPE WATERSTOP PIPE SEAL BOOT STY LE PI PE SEAL owxas Mm -Flu II1­ A A A L A 11-1 Iffl MII w WATERSTOP PIPE SEAL o PIPE CONNECTIONS TO MANHOLES FULL BASEMENT NTS w BEARING AREA 13 w w NI I PENTLION 2 112 HOPE IONNEIT ON IHIEAD EI,E , DH� 0 D � D, T P I ED' PAID E 01 "AT 01 0, AUY US wow 1111 PUIPEIIONNEITION(THIEAD PIDE-11 OF � TIP) HYDIALODY1 co o Y N " `AP , PE YP TH lj� U",ATOVEI Al IEA�UH_DNIN E , ONE 0, AE ON PLANE 4 IDPINE POEPLE ADEAN.E. END �LTH Ip=OO"`E A A OPEEPTIN. PULP VAIE YSTH EINANIOALHOINT TEE AND VAIE E0. 1 12 . . . . . . . NO. INAL . FOUND LINE a N TYAlEl YS NE E 101, POLYETHYLENE VA A E 0 EAUALAOVE, EAUALAOVE, ADAPT HE lEAU011 IECTION , HANNTOPEPTN. NUT Po 11 1 ETE I FAIADE EEITI ON UND 'TUl D `AALNIETE o .1 0 = z z 'PEDUT lY To OF DO NOT PLU. DFPIN HOLEE PHANDPINE :t 0 o 12 10 . El=AMPT TEE DEA N lOK z orromTHE 101 PIDE FEE HYDIAND AE lE.UIlED ­N11FTE TlAlEl YSIE AllE. DO. MLOU ANDI FOUND NO POP IA" E A E 0 A _TE, E_ E _ATE, E_ E I NIN. IOUPIN. TYSO IHOT��NOY ALL D POPE DETA L L ��NOY L ��NOY N_ NO ILOID NO NEIEEEAAY AT THE POINT 'HEN MEPNH , PLU..ED 1.77��R PTUQ ONFL) ELI > NOTE LYDIAIINDEI ULDRPUTLOCATIN. 0, DEVIII 1111CATIONE NEV 112- ALLTHYDIANT THIOUITTLE AAO,.NE LEADE ENALL ME 1EPHRPINED 110. THE AIN TO THE HYDIAND UIE OITHIEADED POPE 01 EOATJOE AE NEETEPINUE IN YP TH THE PLANDAD DETA L PLATEE EPA 212- P LA IN IONIIETE 7 UN DI ETUIPED EAFTH IPLeEuoVPN' NTUOIN IIET -=.:uw=­. v,: u SHEET NO. PACER HI DETAIL xo HI RESTRAINT DETAIL F3402 ED EARTH TE_ F111TINN111HEAl C 11 R� 3401 Rlj WATERMAINTHRUSTBLOIX EROSION ONTROLMATrwG City of Elk River City of Elk River City Council Resolution 22- A Resolution of the City Council of the City of Elk River Granting Final Plat Approval for Evergreen Townhomes, Case No. P 22-04 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, a preliminary plat of the Property was approved by the City Council on December 20, 2021; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk River, Minnesota, as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 181h day of April 2022. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk i EXHIBIT A LEGAL DESCRIPTION The South 10 rods of the West 40 rods of the North 17 acres of the West 70 rods of the Northwest Quarter of the Southwest Quarter of Section 35, Township 33, Range 26, Sherburne County. AND That part of the Northwest Quarter of the Southwest Quarter of Section 35, Township 33, Range 26, Sherburne County, Minnesota lying South of the North 17 acres of the West 70 rods thereof and lying northerly of the following described line: Beginning at the southwest comer of said Northwest Quarter of the Southwest Quarter; thence northerly aloni the west line of said Northwest Quarter of the Southwest Quarter, a distance of 675.84 feet to the northwest comer o the recorded plat of MULVANEY POINT and the point of beginning of the line being described; thence easterly along the North line of said MMMANKY POINT and parallel with the North line of said Northwest Quarter of the Southwest Quarter to the East line of said Northwest Quarter of the Southwest Quarter and said line there terminating. EXCEPTING THEREFROM that part which lies Easterly of a line drawn parallel with and distant 60.0 feet Westerly of the following described Line A: line A is described as follows: Commencing at the Southwest comer of said Southwest Quarter of Section 35; thence South 89 degrees 51 minutes 13 seconds East along the South line of said Southwest Quarter, a distance of 1155.26 feet; thence North 32 degrees 51 minutes 28 seconds East, a distance of 326.12 feet to the actual Point of Beginning of Line A; thence continuing North 32 degrees 51 minutes 28 seconds East, a distance of 146.32 feet; thence Northeasterly, Northerly, and Northwesterly, a distance of 718.51 feet along a tangential curve concave to the West, having a radius of 600.00 feet and a central angle of 68 degrees 36 minutes 44 seconds; thence North 35 degrees 45 minutes 16 seconds West, tangent to said last described curve, a distance of 548.63 feet; thence Northwesterly, a distance of 493.89 feet along a tangential curve concave to the Northeast, having a radius of 984.25 feet and a central angle of 28 degrees 45 minutes 02 seconds; thence North 7 degrees 00 minutes 14 seconds West, tangent to said last described curve, a distance of 705.38 feet and said Line A there terminating. A EXHIBIT B CONDITIONS OF APPROVAL 1. A Planned Unit Development Agreement must be signed by the city and developer prior to releasing the final plat for recording. 2. Park Dedication shall be paid in the amount required by the city when the final plat is released for recording (currently $1,075.79/lot). 3. Water Availability Charge shall be paid in the amount required by the city when the final plat is released for recording (currently $390/plumbing unit). 4. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 5. Upon completion of all improvements and acceptance by the city, a security or warranty in a form acceptable to the Public Works Director must be secured. 6. The Development Plan shall be approved by the public works director prior to issuance of building permits. 7. Staff approval of all plans prior to releasing the plat for recording. 8. All mailboxes shall be clustered. Any item or condition found that indicates the site is likely to yield information important to pre -history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. i