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5.4. PCSR 02-25-2020 Request for Action To Item Number Planning Commission 5.4 Agenda Section Meeting Date Prepared by Public Hearings February 25, 2020 Zack Carlton, Planning Manager Item Description Reviewed by ISD 728 – 900 School Street Chris Leeseberg, Senior Planner  Conditional Use Permit for Parking Lot Reviewed by Improvements, Case No. CU 20-01 Action Requested Recommend, by motion, approval of the Conditional Use Permit allowing improvements and modifications to the Elk River High School and Multi-Purpose Center Parking lot, with the following conditions: 1. Staff approval of updated plans addressing comments outlined in the February 19, 2020, letter from BKBM. Background/Discussion The applicant is proposing to modify and expand the parking area located between Elk River High School, the multi-purpose facility, and VandenBerge Middle School. The current proposal leaves the existing signal at Lion’s Park Drive in place, relocates the stormwater pond to the expanded treatment pond in Lion’s Park, and redesigns the drive lanes and parking areas within the existing parking lots. Comprehensive Plan The Comprehensive Plan guides the area for Public/Institutional uses, which is consistent with the proposed development Site Plan Updated plans include three entrances from School Street, which are generally located in a similar location as the existing driveways. The two-lane driveway closest to the high school only allows entry from School Street, and merges with a third lane to facilitate perimeter circulation and pick-up/drop-off at the High School and Multi-Purpose facility. The perimeter drive lane keeps most traffic out of the parking area and directs traffic to the western-most driveway near VandenBerge. The existing signalized intersection will remain in place but includes additional curbing and parking islands to direct traffic to drive lanes. The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity The parking area has been expanded and now covers the location of the existing stormwater pond. There are two raised walkways through the parking lot which provide a separation for pedestrian movements separate from cars. The pedestrian crossings around the perimeter of the parking lot include raised speed tables to force cars to remain at slower speeds. Driveway access to VandenBerge is also being relocated and the parking lot east of the school will now utilize the driveway serving the larger parking lot southwest of the school. This change results in an overall reduction of one driveway accessing School Street. Engineering and Utilities There has been significant utility work in the area to relocate the stormwater pond, expand the existing pond at Lion’s Park, and facilitate development of the multi-purpose facility on the north end of the parking lot. Public Works staff has also discussed operational changes to the driveways and stormwater systems. These conditions are outlined in the attached comment letter, and addressing these comments is a condition of approval. Applicable Regulations Conditional Use Permit/PUD The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The application seeks to improve safety and functionality of the parking area serving city and ISD 728 facilities. The improvements will improve the use and enjoyment of other properties in the immediate vicinity of the project area. 2. Will be consistent with the comprehensive plan. The property is guided for Public/Institutional uses and the proposal is consistent with the Comprehensive Plan. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The proposed modifications and improvements will not impede development of surrounding vacant property. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. The use will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks, and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. The proposed residential use will not involve uses, activities, processes, materials, equipment, or conditions that will be detrimental to other properties. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The subject site is fully developed, and the proposal will not result in the destruction of scenic or historic feature of major importance. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The conditions included in the recommendation for approval will ensure the subdivision will fully comply with all requirements of this code. In reviewing the standards for approval of a Conditional Use Permit the proposed project meets the standards and is recommended for approval with the outlined conditions. Financial Impact None Attachments  Location Map  Site Plans  Response Letter dated February 19, 2020 D a Dam wmomr SITEtl; WeDIRIE) i N �`.A L UxDaaw 9 ` sit . • � .«r. \ .,n. !! .,.G i� i..,J�1� I� / 1 ,�, �•I � i - ` � ♦ C , ,fy :.0 - _ z �,%"',V.rJ/yJ§//i';f/i ,;,,?s _ I I �1,'� .1 fi5,:1 w�'�"i�a.=-.«,_�_ >- `-' r_ /• 1,/f/Ji,// F 's..nu i, .. , \ w ��r+re. Y dx•� � /��ri�.:i, i /iii /� ��'f�, ii/r�Ji'ifii�W ' i� S'� l , � E � "b . ait�','I; `;•r' `?! r'„ /rii rr/iiiirriiiii airs��J~r i / i;N a � i/ 1 1 l }1 N. ! - - --;;k. Ix'^•,r�-}_�- _.,. ..a:cl� ., - o" yy I y //✓ N i1,� 11, III t/ i� - I 1 ji /i i / rii �� iw '❑ E u �� - �`. - ?,rr 7. .., '��jJ / .//7j �r\`cn II r ' i //lp ••� � M //%, �// %/j //�A11j/ t j%�% �/. / {i ,%�/�/, � S, \ c, I ��/j,ii„ J 1/j; . // J - N f'yi/ /r / •/••/•J� j/i JJJ �r i/! 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MNsslol wdEsmm 1641 ]31 ]7r3 BKBM ENGINEERS 6120 Earle Brovm Drive, S.M. 700 Minneapolis. MN 55430 Phone: (783) 843.0420 Fax: (763) 849-0421 www.bkbm.com CONSTRUCTION DOCUMENTS DEMOLITION PHASING PLAN c1.001 STAEET'T- EROSION CONTROL NOTES: 1. Ell EROSMIN FMmacE FAoIAEa slwl E INSrMEED PgOA ro Mn snE auaxc oPERAlIas. TIF an ETLWiEW11D DEPxxallExr MR IE xOTFm uvax mwIEllDx a 11E rsruulgrl a IxE REOIRRFD En0A0x CgRPoL FAGIlllE9 MA Peon ro ANY gU0IN0 OPERMW! BDNO CpINFTKFD. 1K COMRMTdt K RESPaBBIE ro SIeEDINE A PRE-fAN51RUDRON ON➢ING YE£1WO ON -91E 11RN 111E CRY OF F11( RNEN DM,WEFSNG DFPARIIENr, i REW6Tm. F p,:WOE➢ IXi Rf1U'1D g11AG C0x519X:11d1. NL FAe51d1 CWaOL FILNRS w••, SE RE410Rm AIA IH PLY£ AT 1HE ElA a F7O1 GY. 1. Off ERDSgN CaTROL FILl111F5 OF]]:Im NE ESSAM' RY lIE OT OF D.K fMR FNCIIIFEAING LEPMIMEHF, eEftlE, DIINNC Ox IF1FA 1HE WLeEC ACRNIES, ANLL eE INNAVFO AT TNER PEOIIEST. 3. Np DEw1gN4 Stall NE YAaE mdl T1E EIEVAlI0H3 SMOMI al THE APPROED OAIaNG PVN, W1111011r PRgR APPRMM fROM TE CML QA1NDt. 4. Tai 5116 CRGTFR TNV 1.0 MAE M REOUnm N 1NE INA PFFeN RIMFENFNiS. TIE PEAIIIT M'PIIC.NT MKT KEEEo M F]eKgx CONTROL IN51'ECIIOx RAG. INSY'ECIgN YIRT BE YAOE 01iF EYETtf SEVeI GK AAq Mnw K IIDIIPS AfiFA EVER/ RAM FVEM. ilE INSPEOIgn RECOm MKT fE W➢E AVANABIE ro THE arc of EU( gLeR ENOFEaOxc oEP.•.AIIExt WTIFI zA IAlid a REWfSr. 5. FLOXS FROM DNF1SgN CN= DR ME (TNPORMY ORP El1T S K RaRm 10 sEANENa1KK1 BASINS DR NNNgFAN1E QFROY INSAMTEPS TO PPEVEM ,RANSPORF DF SERDFNF TO olnFLOW ro uTERM caNErORs Axo ro PIEYENT QDSgx MD sEumAMOx MEN Ru1loFF Flars x10 HESE mN.EVDIs. 6. SAE MYE4 ROMs SFNIL RE DRADEO OO OOIERNL4 PROTCIFD MN ALT FENCES. a51TmDN CH41NEL5. OR OxES AVD PONS TO PfEYENr Sfa11FM FAVI EORNG iNE SIRE WA THE AORSS RD1Di STIE-KCESS MNOS/pfeVEYIIAK SHALL BE SIRFM:FD WRI CROAtm RIXOt WXFAE TEY NMTN Fl¢St11C PAVm RINWAK. T. SOLS ,RIL1tED 111E SITE of Yom! NDFCIES OR mUPMFM SIWl RE CLEMED OFLY TWW1 PAYED MY➢WAY SUFME!,F3, OR 1101E f1EOVFNRY 11 REOUF51m BY COT Df Flit RNQ ENANm1AN0 OFP.'ITIETIT. F IIMWXIXR 1NE DUNYDW OF NN^NUCDOtA e. OUST CONIR0. YEASUPES SHALL IE PIIt M. PERgOAtIlY MEN G01A1nOla RmURE M1D/aR As ONECIED BY THE CITY a F1A RNER EHREERw CONTAL DEPNNMl1I. 9. ILL EROSIOx LDNNOI YFASIME, SINE � IRO AND WMAND Faf IIIE aNNncn K 511E LOI85RIW5gN. F DDISiMW qN OPFRM1Ila15 at 111RLL EVEIIIS W110E ai IMEf4FliE MRI 111F5E EINKgN MEISILt62 �l1�EY AWL BE RESIaEO ro SFFf+F THEIR MFTNOm FUNCTON AT 111E FND OP FACN DAY OR M SOW M ,PJY CWOOgIK MlOW ACCESS, 10. ALL MEAS 06lONBm OUPoN OONSIRYCTKKI 511411 BE IES'IORm AS SOW M POSSeLE MN ARFM lNE aun o mous - Nmol A nYwu�xom�wY m YUlnimPois sQ faFIH M fOLLOANG PARA^ le MAYN 7 GK: A M1 SEEOm IAElS SXNL E E01FR MNLSm MD OeCMNCH0IEO OR CDNAm BY neAWs BLMRLGI$ ro PR01ECr _ HID " OWMw. lEMP01GRf STPNN YANLN SHNl eE d5t-ANOIgRED IND APfxffO AT A VeiDlel M1E OP NN IE55 TYYN iW0 TONS PEA /LRE ND NN IESS Tux eai CMRME 8 E rl1AOf➢ AREA 6 MIEPAIm ro EE RE-aSlUlmm/DEN7DPm MMN Sd YON116• PRONDE A 1FAFAMl Vm 1-111 (( 9) CON5 1-11 G YYOESDTA OEPAT A 1 (1RW KUNTNN! (N®DE) SEED YINRRE 21-111 (G15). Oli 21-113 (:NFTTm INIFAn. AT A MlE DP 100 PoUNDS PER ACRE. C F at'Dm MFA WLL NN K OEY•ETOPED FOR A fxTaoo -M TIIMI W IIWK PROVIDE A sEvl-PEwMlert t[DErAmE aNER oP sEm upIINE Eraor n -11z Ar A NOME a w Paws Pm MAG 0. GIUD,NG ANDS M111N SECW116 SNYL RE REIN® UIIILL TORE XM15 GFAYFNIm MO E R6ER ro LMNCAPE PLMK FON PFANNaIF 1wF IFSIORAIgN. 1C I- F. YIl IM NORTEK EROBIDN AND SEaYEM CONTROL PRW4LLI ME INNI-TE 1OFgWMY MERE SmN1ENT S Tor 1 a 1 To THE aOIETM Tai a WIE DEIFRIgN B H S K PRONGED. G MULO4 NYpAY . MOI rAaclEla wY NN K USm IDR SrASI1pA1gN N SWMES M DPMHIOE OOCIES. PFdVEIITD FROM EHIEPPK All Na01 SEWER G1CH BASMK PRNOw 1HQ ME 6 NOF N®m OMC WRSIRUCIION. LT R S ORM SEWER GTCN e I NE NECESSMa FN 511E DRNNMA: aMYXO Ca6ndIO1NM1. A 9LT FdLE OR SEaYEN PROIECOON OewOES AS IoGTCH NIALID SNML RE MSfM1ID ANp WNTMNm IADMA All G1LYI eASFS UI11L 1HE 1RaI11MY MFA roE aasrl K RESTORED. Il. TAAOFA IGIIV11F5 PROPOAD ro eECN MER OCTOBER IS MLL fEgME M APPROKD PHASNO $CNEaRE. TIE Alff OF LWD 1WT THE CITY WDI. MIDW 10 E o6NRBm AT 1HK AYE OF YEAR WLL BE SMTFI.Y IHWIm. TIE CRIT MLL AL50 IEWFE 100111011AL DWKMN WNIROL OEVR6 I.E. IdPORMT SEOMENr esNs. DORNMR sEmMq AxD HxRI RALES oc APP1rA1gN aP eaN sEEO MD ERRr 1. 10. EROAaI CpTPDLAANKET3 OR SrM® 500. COhAm WIIN A IN/DOT 3883 G1matY 1 STRAW t]. IDalYuumN ac r1L smaalr accvwaw N sraRY sETas eE RalaMm PROR m oIAPA AIA MTFA corPEElIOH a oRAOYA MTA+Iis. 11. ERWW CONRAL OEId MA DEVgFS SNML BE 16.'gfFD WLY N1FR 1NE MFA HAS RECDVID fYIAL NABNSATAN oa M OAECTED er T1E orc a EIR RHEA ENGWEEnWG DEPMmrxr. i STaR. �.�, GOYCPFJL »,� .AD MErAE I I VfWUIIVV IIVNVG VU CRV I V VV I CRATING NOTES. TE CQTRICfat SHALL NSR TIE 511E RENEW ALL CONS'OALTOx oOpPEMs MO FED YEIKY' TxE G1K1M0 CDNaI. flea! ro ADDNG. NO MXIIIgMM [gIFENSATON WILL BE OFYaI iDR MN1K 1WT COIND HAVE EQII MIENIITm f!Y A SNE VeO OR CfIMIXUC11pN OOCUlffllr RENEW. 2. RHE flACKOmIMD IWOPWMIN WAS PREPMED fa AMDE VND AAMTNC. (YSR) Pb1-2155, 3. R K THE CONTRACTORS AMPONMUTY TO ASEERINI THE =AW)N W Ml E105RNG METES. THE WN1RAGroa SNNl WRIN TIE LOGT OK F]LTMgN MD YMa Al ETOSiNG N M W HOURS ffFME LONSTRUCIgN SANS lIE ENCNtEETI /JiPWIEL M-1 GOES XN CUMMAEE TINT Ill TE UTRfS RAE YAPPED. OR IF NAPPm. ARE SXOAII CaUECRY. CONFAN OOMEIi ONE AT 651-ASI-Wo2 i01t E1E1D EDGING ENGING UM16. CgRKi VIWIY OM1E11 i DYNODE OCg116 W.E ro WtK1HUG1bN. A. PROIFL'T Ml DII'"ItMO SRiVCNRES MIO NUIIEs MYON ARE NN SCHFaeID FOR @DIWAL 5. NOIIfY CTY &KONG NSPECIM BQOIE 1RENCWNO ANO QCAYAIEN M1RK NMNENGES. ixF CONRGCIOR SIYL. ONMN ALL MNNiMIE PENINS PRION TO STMT OF WIIS1RIlC'IION. e. Nl SPoT EIEYAlgxS SHOWN M t0.m, FOR gUNPLF. AGE ro fE IIIIOEIL"IOOD ro YEM Y1Om. :. ML SPOT 01111 NS MONO THE CI1RB-INE F 1E THE OEYVAN OF THE CUTIR UN N(IMOTHERWISE e. ND LWOAYPm S10PE4 ARE To QUTEO S:1 (] FEET IORQMIAL TO 1 - YQIM )uxL- INl- ODYRYfSE. B. opal CWPLETM W W ORAMIG A MARY WDFK THE CaI1RILAR 51W1 Q1NFV TNT ML .Z AIA L 1 MMN WAS PEAFaeED N NXgROINLE WOM TIE APPROVED CRAgNO MO NUIY PFHIIIS. MFS-BNLi aLDaG ND UIMY PVM SWVL � SUBYRTm ro THE aYL FNaNFFR fOR IEYIEW IIA oK1AB11O0N. 1 59YNCE ai WII➢mc PENY115, Ill Nmc RAY EROSWI CONTROL DEVICES MKT FE N PVL£ AHO iNNCDOFWNG. D. 1HE GIV M EQ aRSR ExOFEflWO DFPMiiLETT WY RAPEN THE snE TO pEn1WN: IR suRlelllY FOR CONSIXUOIION ACM S. 11. ML DEBRIS CF N 1HE IWOCEsS a CLafeHG NA GRIDNc lIE sRE SIWL BE RA/am FRa/ THE SRE lIN NCWDES TRF15 AVD SNAmBS UTADI NO CECWSTANCES 91A111N6 TYPE a WIFANL FE BUlem OR AN®W TIE SOE 12. THE NTFM K ro "IRP MA SALVAGE IOPSCIL FOR POIpRNL RE-SPRF/DNc ON TXE STIE IF AP -SPRE fR TIE TO SIMM ARCInECr MD/at SPECInGTONS. SIX RICHES Q 1oP50L - MTER C04PICTION - SIWE BE RE-Sf1iAD FRgR ro SEEgNO AND MNLNNN: EYCEA roPSaL WT BE PL]Iam TROY TIE SOE mDADNA llffltE K AOEWAT roPSaL REtI,']ONO V PROPERLY fWOAI TIE SOF M IAIFD AFIa/E. TIE TPSaL 5110oPFA. SIOCIPMJN6 MD RE-SPRENMA 5114E E 001E IN ACCdAVME ro, MA I1Nm OIA ME MPR0ITD ORAONO PWl NA SPECFIG1g1G. RIE CQAR/CION S1NLL RF]FA ro ilE VYNONJPE DRAWNUS ANO SPECNGiM11a5 FOR ANY SPECNL roPWIL OR PVNIINO RFDMIEAffNiS. I]. ML CRNNO OPQAYIIDtlS SHNL BE COHWCTD N A YMNW ro YRMISE 1HE f01ENML Fat SOE FROSgN. DTOSgN w11TAOL 1EMSIREs sNul eE IrsrnlED ro PRnrNr sEDDWnr Faou aNIwA oFF oWlo AOAICExr FROPDN6. MR OIYACE ro AIAIMAR PBOPERR6 MI15r BE COPoffNFD AND RESIaED M SOON M PERYI590N a GRNIim FRaI THF A6VLENr Paoamn amaHs> lA, THE CWIPAtigt SHALL uer TIE aSIURBm MG M MUCH M POSSNIE, APPROXIMATE DISTURBED AREA IS 13.70 ACRES NFNFn NOTES NE'ID xDTEs ARE DAATo er ® a+ nAx � NKTNl may DorIs1R1I1TAx ExTRwcG IEIm ro DEIMI O WS PEPo1Elm ERDSVN CONTPoL. iwEH TO MMS 2/MM Mm 3/0.M ❑j 4/M. INIET SF]f01ENl PROTOPoN. IFiFR ro DETM 4/C5.000. F±] APPRo1WYYTE IDGTKKi of TEYPoRMI wHrAFEn 001gRE1F WASH aR BIN. PEIrn ro TIE YxueSNAs IPOES/SDS ql-SITE CONIMDIQIF 2020 Elk River High School Parking Lot Improvements 900 School St NW Elk Rim, MN 55330 Independent School 40 P0' 0 40' 80' District #728 11500193rd Ave. NW SCALE.I. 41Y Elk River, MN 55330 WETLAND IJ Y ! . s. •� ..,, I .�, . 11 t � SCHC M, d SMEET PROPOSED PAN SYM S mIti1RN4 qH WHR fAMROL ( fFNN) �� CaNNL ( PoIL) PROPEAM IBff +H+H+HHH HIW - - - PmPesm CONAVR 510191 SflSER -� GTUI BASH ■ B _ Irr I e'�� I ri l� ih l•R'. '�p� STAVDMU PENEIRMION 1141 BOgNO s� PMN11FMf DaE eDRNo NFNFn NOTES NE'ID xDTEs ARE DAATo er ® a+ nAx � NKTNl may DorIs1R1I1TAx ExTRwcG IEIm ro DEIMI O WS PEPo1Elm ERDSVN CONTPoL. iwEH TO MMS 2/MM Mm 3/0.M ❑j 4/M. INIET SF]f01ENl PROTOPoN. IFiFR ro DETM 4/C5.000. F±] APPRo1WYYTE IDGTKKi of TEYPoRMI wHrAFEn 001gRE1F WASH aR BIN. PEIrn ro TIE YxueSNAs IPOES/SDS ql-SITE CONIMDIQIF 2020 Elk River High School Parking Lot Improvements 900 School St NW Elk Rim, MN 55330 Independent School 40 P0' 0 40' 80' District #728 11500193rd Ave. NW SCALE.I. 41Y Elk River, MN 55330 WETLAND IJ Y ! . s. •� ..,, I .�, . 11 t � SCHC M, d SMEET PROPOSED PAN SYM S mIti1RN4 qH WHR fAMROL ( fFNN) �� CaNNL ( PoIL) PROPEAM IBff +H+H+HHH HIW - - - PmPesm CONAVR 510191 SflSER -� GTUI BASH ■ B YANIgIE Raac caNsrRuclgx FNiRMW£ aWNME HMW ARROW $POT ELEVAINEV -3i ®� COIIOREIE NMnOUf AREA '�p� STAVDMU PENEIRMION 1141 BOgNO s� PMN11FMf DaE eDRNo e 1111A M1GER fM]IeNG PRFvqus IEr eDONc '"p PON'm LOOP PFA Ell( -ULE- IWIQ NUNNAPM UIWIIES ABBREVIATIONS $dp m cRla amx caxG DmvMW EMs1EW FFE FYWutl Fbe, EYVRGRn MV InwA YN YHmum FVC ft D E1NWkR RW RlniwRRO CwmRIW PIPR NNE WTael swER NE18 Tqf AAMN DN RIM wr RFI'FY£ RMAFF FRW Ca1bTRULTa1 ILII PPER WAeru, NEI Sm.E,T RNECTAN PER DEaL 4T YN 000. al ALL SIONI NETS RmEM RW10FE. NO E SA14fAR1' SE'0m, S SEMEN, MD YN,ERW„ INENa15LY I6TM,FD IWeEIt SFPMAIE MIS BEM. No AS R TO OM IIVS W PWILm. MIX ro IQ THE LVED OYA2-2014 WN T1E ElK IeYFIt P�ROPoSFD�OF901� ROA A�IVIG slaw w sEwm SNRTMY SEWEk - x- LwnNc IYA1EAlAM1 WOLD ARCHITECTS AND ENGINEERS 33E Alin'muSm.W,Suirt WmxO S.N, PuLMN 55101 W=Ns _ 1 651 SYITT/3 BKB ENGINEERS 6120 EaNe Brawn Ed., Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fa (70 843-0421 NYwY.blmm.cam CONSTRUCTION DOCUMENTS GRADING, DRAINAGE, AND EROSION CONTROL PLAN C2.000 1' 14 51P11 /113- '. Y II DQE 091ENSION GLTA'0 rl -ll EIN TWKS) IPSIRFAM STRICRIRE a ILLXr AND ENGINEERS (NCXQ) 1YPE 41. t l STN /LOO IX I/N IX 80991 W _ Cf OF ax- POP a 0503, 51101 /lot 93 L ,AIN SSukeW3000 +y0 SE - EEb9 6 LI •J 12"W O 1.00Z, SRN 1125 N I I 1' 14 51P11 /113- '. Y I , I I I I I $ I I I i I I I I I I I I I I 3 I I , I � s SEWER SROCr11RE 7691E SRiLD pLFN90N G lN0 RfYATON FIEYACN(9I � 951N�QSIRu� k NE6T (WCN6) i,'PE SIRY /Il] 24138- C9 R -]O6] 90030 E - 9NA2 ------ - /114 241]9' CB R -]IIB] 900.W 5 900.]0 -_-_-_-_ STN /116 w- YM R-306) 906.% N . 803.67 136 LP. Oi 15- ICP O IPNL SMY 111] E . BGS] 10 LF. Oi 12- ROP O LOOP, SRN 1118 SIRY /116 24-a39- M 8-3067 WAS W - 9 47 - 1117 W W R -]O9] 908.86 S • -m --__- E 906.50 10 Li. Di 12'- O 1.009. ERN /119 SRN 1119 241!6-08 R -J0.] BW.TB SON /118 96- YH P-1]11 90830 W -90135 ----- NW -901.30 - 6 200.9. SRN /120 EMY /120 24156- P-306] 909.10 N . 905.10 2- 50N /121 IX IX 912.91 E - 9p]AS 25 LF. R 12- ROP O 1.019. 61101 1- -3l 1121 24136- M R -W.] 912;0 W . 80610 -_--_- SIPM /200 Ell. IX 906.00 s B9B.W '-__-__ x - W9.w 96 LF. a W- Rn o 1.609. 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RAEP ro OAI1 u.A_ Q D".'', , .: �.IS• 0 ,e 61 WR n+""TA ro DANE 13/05.001. �MAII CONSTRUCTION RfOA' ;-.--_ ._. O INSeLL 2S-FDOT HID" F1I4 FOIE eaER ro °ErAt e/0.ot3. �..'.� ...., IE Ix51M1 LaxCPEIE w1EF.YL SD1PS PAm TO DAME S/LS.aDa. DOCUMENTS 5 • 5 ® ixSTMl V- DEFtla TD DETAL x/a ' - •.• . ] •. •• _ i _ _ � - - - - ❑m usau ItnulNo,s TRMI. PEim ro EETNL ,/aml. r.9 . 1011xIEHNIE'E CIInA. PEER To OETA4 4/C5402. '----5 ...................® INS]ALL,IWIxfENIMCE SIwP Aro YHN]ENWLE CUPB. RE11]i TO OE04 _ •��••••••••• -- 3/C5=AXD 4/0403. / //'�/� O IxS1ALL FIRlAYN0U5 iAVElle]t, Ix1EW] 6 ro W1CN oa5]Pa SLNO°L 'S-m,��anwn' ~•-• . ' ...... a . ¢ r I x S ¢ s SCHOOL STREET 9ECIION. RFFFA ro DAAt D/x3.ID fiA EDRea wRP°fiE3. w, O NS]ALL MT HIfnPIc CONCRETE M IND aUAEA. SIIEM 5 q,�,, NIELRM mxCPEIE axre AND cunER r0 � FWSN wnx IailcERr .� � DRa.. ' s �,g5e __ _ _ _T ._ vaemrt Mm sPPm .L y�• �_ �_ - ®Rrsrw. uun,an,xc'E snay. RAm ro oErw 3/cs.ow. lcRnlw /4. f� � 0 ' � ie.l• ¢ n • i J. I I � Q .VPPO%W,D LOGrION ov FlOYPE PONnIFM sKN. F"R� 1.*¢v�. �¢s o Rol usrn. P.e<. D3m' Dm. a,M3lmm � Darrax. So-lmr xKN nAc vac. REFEn ro DANE s/cs.aa2 pa .sou suvu:m esxDl. Q� iNSDNL f D IDIEAN aTEr of suPNaNns[ acre Aro ou11eL s>4 t vRovwE �s-fnor s>M� ttw�l Aron suoawxr4etE aem 1 Q Nsau wrrola,E ualr vac eS,E REFER ro °Ant a/nmz ,1 _-cz' Y-� PAYING NGTES� -"1� IS' a. NL °SIEN40N" TAE ro AAE oP CaAB x.� �n-o-WAY NNm ETo D GE Mia eoxDRAD aRD Ma amm om�m� ,e3o3o 3. ALL aAre IND CVnER W -o IDT MID NIFApn D -E LN6 6 To 6E 8312 CONCPAE D"lee p1 0�D - � �\ �-- ` mope Aam amid uxlEss xmm oNanNSE Dlem• eN •...._. _....; ` a. No »EYIMI(6 ro IIAM ImiE TNN! A a CPO55 aLOF DR NOAE ]IDl, A'R L01ICwMPiN. Clw,t RAD N601 ..... ...... ...., i iDISDw ALL CIM1 DP FUa RNEIa PIPlS. REaIUTOHS AHD SPFCSKAila13 w1wA WDRAND N .¢ .............................. PAVING AND e. Au wNNe sous uaE ro eE ° aTEr WOIE er m FEA ,nxe INIf53 xo]m vnlEPwsr. 7. /LOF.1'^AaE A6LL5 SHALL DD STPoPEO PFA NN CODE (FiLT1011 SO2). "HERE "° PAPotNO' SIEHSLE GEOMETRIC PLAN ' WWID °esTPlSer A sure PNN DR ADDF599LE PaPE •,ro vAPIWIC' sou ee vwmm DN riff _ _ , - e. t1E ccxfRAnaR s m roxacr rxc an• or Elll RNFA a1Rc IDYsvu FUR TIE EYACI wIL9,e11 OF f1PE VNFS, YE12.M'-PNNIED CURBMO AHD ND nAWOI° AIRAS TOR fRE .......... vMiFL•IIDN PUwGSFS. ' 9. WTaI NEW PMmEM MO EIOSDNC PAVEWFM. NO AAmPt AMOE 1AAN5lIroNe OR PONONv DF wAlm 'w0.1 BE ALLOHFD. 1 ¢ ¢ ¢ ¢ y < 10 S//HWL STREET . Wroll NEW CmICREiE CURB Aire a1fIET Rx1D E1mSN0. IID A9mA aIADE 1PAxmrols OR PaxDixc a wATA wu a M10w<D. ,1. WTCH xLW SMEWNA xm Ea051NO sDAuu. No IHrepf °RAm ]alaamons aR PomNc a .- - _. LAMER wua eE ALL°Wm. - Iz. sawwr FaDSMlO MSf01A0, sRcwMx. Mm wPR AND wrtm r° NEMEsr A)w,r. OooR01NAR _ - RFMO]M. LNI6 YAIfI SITE DOKUIroN COxPOLTOR AM MNS,RIICIION YAYAEEA. PAVING ING ANC GEOMETRIC PLAN - ,1aS'. NSTAL�L DPMrnEIxIRNKE PER alY Oi fllf RMA SU.R111p4 NAVO SPEAK AON4 IaIAYmf5�1 AIL C4.000 4.0ao - vL®uc caxDRAE sDEwwt olAre. Axo cul]EA ,av1IAs.A+r cuoE'. Iz PAm r° sfaK.vua PUN aNDE vASK3Rox sSAtMv AEUuelmne wem m PEA0a3ENr a we-atsE rnmeu. atsE W)mw. Ma vAVEzrms/scEwNia _- -- -- ...,� �. l t els '• '1 1 D � .. RP E ?OL STREET MIN. AY sIXAA PMEL AND CONrPOI BN( MWNTEU TO TOP OF POLE -17. SCN KCORDNO ro MN STALE SEAME 189,J16. W%SC SGN NIH BLACK LEOENDW oBNW[R CH YELLOW nGHT LEDNLIGHI6. ItD LIGHi6 6WILNBE I.T SOwtO TI MN�IIiE�NUWAV -ATPLN ,r % b• Wt6-]P SIGN. PNMIN Ix pIREC110N Of CROSSNAK STFELPII TW OF STAB OR FlNSHED CRM1E 30 6E IN GDxpR E 0 II• 1 l `-'l °•l `• 1 HING PEDESTRIAN CROSSING SIGN AND _POST ❑s I t PARKING DROP OFF -YrMT© =O - --------------- L� 2020 Elk River ' --1— N High School Parking Lot �EGs� wEb AwNErAE R1 Improvements i. I —1: 900 School Stew xX� Elk River, MN 55330 Independent School 40• 20' 0 '01 B0, District #728 q 11 SW 193rd Acre. NW r I 8CA� r �, Elk River, MN 55330 I �iI / ��- A9�pylAr1OA$ w% YI%BPKAR teNVrN Y,meNb Manual an UMMm PROPOSED PLAN SYd I�• L� wrmmKnoN L1w15 sAwovr um Dwi u x) - I yr �© ��•� r GNW ller EZNCF ------- WOLD ARCHITECTS 1z -D' �© `` ` r OELYIMTNE iF2NCE �— AND ENGINEERS ••----��--sem. %❑ � 1 e � �,� I ,f.� ' N e 33E MinemmSom.&JaR10W ji �'1-ll ! li``�LJI eel +�° --, awNol°�isPATEIIo.r � sw51Pd.)w+sstD, S S � I o ENgmEwix 0 .ew..m" 16sl m]ns N tue MA DIRIFR J YE11PY LYING SIIReK: �....._..� tt PEDE5110W GSB RMP 2.0' BKBP� eL sK�Y£SSIBLE PNtNNG IY ENGINEERS e zwr PMaaNO SfMl wurrt O5 8120 Earle Brown Oriva, Suite 700 f Minneapolis, MN 55930 1 s D Phone: (763) 893-0420 ` KEYFA NOTES Fax: VW) 893-0421 .G P°P KFYED NDIES AaE OENOrm a! ® ON PWI. VNJwf.Mtbm.txXn t t t I JJI NUKr ND PNLOYr MIF/ wm STPoPES, yxL N oxw. 5 NIDND fOR CRDs 1 wMLL BE AS BNOYN —D 4' APARE. f� 017 _ 17 MK CRo55wNx 6TOP evt 2L' weE MID DION IN M' ❑l S1PoPE IAIY DEtNFAT%%L a' NDE AND NIIIE N OOILP. IAN�IUPNG SHM1 BE YELLDY/ IINNECR FKM LINE .• NDE MO 4• e a� PAM ,AMSC Aaapw ANO NE11911@ M AMIN e❑ PAM TO An 3/rI . 4Vae/50flTNlE Ye1aw ro E%Ra5 s11OXN. wD' 11— TO DErAx a/u.00t. + O NSALL ACCEAELE PARNNO SCN/NO PAaDNO 6NH9A4£ _ ACLL95alE L ,� E.U• PARwxc SEM18 mTEA TD OETNL 2/csmt. � 5 TNCD a,-+. aEiF]i Ta —1 4/G.aOt iBR ]t h o abI i~ 1 ❑e 2/C� FFR AGN IW NIO F NI W -e000. ROPER DEDYL i I p.0' Ff. QI I 0 21 00 NOT ENIEP SCN Pei MNWECO art. RFFFR ro DEENL 2/ca.DDt Fos mlN Pm MD AAmpbnpn. M ICE ARENA -Na sDN -Ni DOUNE MOIOw3 aEPTA To a- 7 - 2/-1 FOR " W AND FpMMTCN. T Q NSTALL ONE WAY SIGN PER MNMCO R 1. RErFA TO DETNL 2/"W1 FOR SON POSr AND Fd1 IXW. 1T ; ?, o S❑ n O 2/f.1.Wt PCR SILow'.w' OPYAST 5 � CO RT -e. aEFEa TO Y.01e D' t e r t t t 0 eSTALL LFiE IURN OXLY mv1 Par MNM n R2-5. REFER ro DEWL © a :� z/p. Dpt Na PDQ AND eNm D . ri c A, s s Q ersrru ND U-,YAI SCN PFA YNIUICD a3-.. ao'c' ro ao`A 2/CA1 1 SCN PGCE MO RNM1pN. T2p• ' U °' "°�"D °`TALL CONSTRUCTION ® 120' 12A' O 2/ X00 FOR SON MN i�01rtlMinx.sWN. FELFR TO DErAL o,.,, FDR SIGN ,, µ ro DOCUMENTS e NSENI. ICE METH PNIXND WIM LEFT ARROW SGt. PEEETI ro DETML +A.O' N 2/GA01 FOR SNN POSY AND PDUNDMNN. t ................ 0 s%Ws swL eE uwRTm oN sAYE PaLE MN ILA6E Ncb„r,,,,,.,,Y..,.k t i N Q SINPE SPEED TM PER mw /mm. O D ❑ ®Z C DOt rosf�a! WSONFWXOIMW RS -6. RFFER r5 OETML _ _ _ _ _ _ _ _ _ _ v a .+� _ _ n - 2t❑ AND D ETV 3/114 EDEE6IRNN CMOBND SqN. REfFR ro sSCelGtTgNS P�Ite•�..tM"w N�ayW�u evs`aiw L m.NN..sa • 0 �4,M4 , A 2?,, .Q ' � • • • 1- - SCHOOL M"X.N.ar F]me Ir NIDYM20 i SCHOOL STREET ' • `'CHC _ �Yi — — _ �s/sPUEAT-Ps weo oc —� ., � an,DILT PANT YELLOW I� NAL SIGNAGE - LKLK PAI�E)RE� e i L u i x a A a e i, u u l n e_ 5 � YETA SIGN ACLDRDING YM STATE e i STATULE t69.Ns NATE IEGExD MO I, BOROFA ON BNIE &tKGROUND, I 5 0 E�WWN, Wf1D ALL 9pE5 MLT R6LECEORIZm i 1A PLAN ,t ,Y Yw. uETA scx AccaeNxc ro IN sraTE ATTKH 6 %,r 'VM KCESGe!£ C4•0YIN. I. SIAIUIE 165.]{6 IIXIIE IEGWO MD SIGN TD POSE IF MPnCABLE 1 i -'I BdtDEP OX DWE &LKGROWD. NLLT RFFLECitlOZED e' S8 G0. NCX W GILVMQEp CallulC tBT /j\ NO -N 6 %,2• •vM KCESABLF L 6 N W'n {/\_--+�/-/\1 ICE ICE s sCx ro PDS IF AwUCANE SHAPE CONCRLIE ro PXwmE Des N 03N020 PARKING s r pWNAGE Aw+r ADY Pas. Dean: rrx ARENA ARENA m S 6 G0. 2/ -INCH OD G N63FD D PAM II OW e' MAG V. ``�`� N ANY 'sFN slcx Posr A._p sEil PCE (scHEDuIE w) r2a� NAe xom, m PARKING m PARKING I I TIME s' -o nLL ^TM ONLY - ONLY L f— '—' 3 �^ �^To STRIPING AND WHERE Cb1CPFE OCCU SAT YASE USC 7 EVAHfiWN TetPL PND U HWE LAYLK I L SIGNAGE PLAN sGN pRNLS. -� PER'nW5 SURFKE Z LO,. -y tZ MIN. -I tr YIN. -I ICE VISITOR VISITOR I AT ARENA ]'-IY l WAArFa PWNR 6 DN CENTER ,._ N •' s PARKING PARKING 3' :- _ - SE IN CON.- PARKING m m ONLY b ONLY GDNDPE� �6E 3; LONLY I - eee�y L PERNGNS P AGEMENT SIGN POS L PIACEM • y L IMPFRVIOLIS PInCMFNT elGu PGT C4.001 ACCESSIBLE SIGN AND POST 2020 Elk River \ -Q ', 1 j •� I High School �,�1P �,k — =—\ Parking Lot ZVLL�� 1✓_ `1\} rII.I Improvements chool St NW E900 Ever. MN 55330 I Independent School District #728 11500199Pd Ave.NW �\ \ �— --rG, _ /• I w E r L w x o Elk Plm, MN 55330 \\ ,`�jz�" _ ..-•i // /moi � / '�'i /i � '� � � d r� I I � � • I I I I (� � - - - — - - - J7 •�/`�i/iii•!//!ii'!/�'/'/// r r� � — •„PRS I WMD ARCHRECTS AND ENGINEERS //;.j•/t ,, �/ / . .' L' �+ � � ail NNrwPsom,s„IemzooR LL Leib BKBAl D5ra3U Mina Bane Brown 4sgoo 6Min—polis, MN m� a 80, 1' 401 X; ITTI 7— A CONSTRUCTION DOCUMENTS - S. % . --- '• •__T-- �� Y..raws . STREET SCHOOL SCHOOL STREET �1�,... A, 2? o , PHASING PLAN �.,a�.�.' — •R ...,. til :r _ L� --- w�."' 1 A PROPOSED PIdN SYMBOLS PiOSE T1q if4Y iaaE I cmm_IM DPN: OMlwirlmo P- fOIR0-Y1R1 CIerY aRa IIaM PAVING PHASING TIE Elx Rnm R2: �. ¢ WRRERRr IROFR OtRmRucROa u,R �LL EE aNxR PLAN Wt81RW11OX fOR TIE WMWx a TE 2010 EIH IAET MNRI 9C110M P'K 1df PRQ[CI. (:ONfRrCIOR POR TE 1010 Olt RM14A NOR SP1pOL PMtWIG ILi PPWFCf SWIL WONt Pllf11 TIE ICE Mt"w WRIRILIOfl (RNl ro lINM1W COIClN1 IM TIE E AP1-5 r T[ ICE MSw DLNN: -W-W WIF.IRUCRON. TIE ORQIf aF PMISEE ONE NO fQN 6 ro wa A NE1Y WIGIROCRON N ro ixE Ec raw POR alu NnaNc m ne PMWNO EOr WNa+NIC110R. C4.002 -NO SURFACE - YDRFAR BETWEEN - - WN O NEGO F FON GSRENC. RINGS MND D SUNG NFORINTpN SBUCMBE CONOKTE __ TG ON Um OF 1. Weald ENCSE CASING AND R 4 CONCRETE RRN CONCRETE CURD AWUSIHEM W S A D o_ -, ON 4 AILOAED. NORDR W% (EPEC. �) SHALL BE USED i S,-CONC— SfaneN LIE lUR fi.-- j j� • L FR¢ASI COxCRETE BASE a _. tam I A LONCRERE SAOfdE SH.VL RE PoURW ABOUND THE ADIUSONO TILS r, HOHEVEP. WINE 112 COIICRETE FiRODT BETWEEN BAGS. 7—INCH CATH BASIN HSE WNNIEO �LL c / 10 \ PIPE INSUiATION DETAIL ITER-TIGXT CDNN¢iXN3 SH41 BE -N N- 2 USE SCMfDULL 40 PUL ON NL .PES. UNLESS NOTED OTHERNSE. S. HE _-BE SHNL BE INSFKIFO ON E BUNUINO. r ROOF DRAN EMUT REFER O SHMSN 1 I._ SEE SEWER iiBu: DN sqE UIUtY FGN CSAR PAD DETNL BELOW.- - - - �-- 4Y REND (SOI. 4O PUD) AND HEEN PIPE NEENAN R-4350 CASING SPLISBX PAO� T— i EGL BEB'EEN HRBO W/ NON-9INKROIR tY RRER HPE RANULAR BBACNn. ~` CONPACIFD BACNFlLL EP DJNE 1\ HPE E.BEENENR t _ BFJMNNG 4W .' T-107 — tR _N a— SEE SERER TAIIE ON ATE UF_ PIAN - FOR SLS �ATpNTo OF CONNELTOu a PPE BEDOLVO i fOUFffi51OED Mr,w�}. CEMO� (AS N) 1. HE UNNW TRENCH WNM '1V' SHAE BE OR 11E.Oe412 IIS S 2. _N1 NATER. SIw41 BE CLASS 1 OR - E WT - BEFER TO PECPGTINs FOR MALS. S. REFER TO Astu 02J21-05 'UNDERtBNRO I- OF TMERYOPLSTN: PPE FOR gMERS AND OTHER GRAVRY _ APPLNI•TNNS• FCi DETI25. C PV l BIM of CURB 04ORION SPda I LA-CH GWO OR CA PLAN 12ME%PNVAUN GRATE 2" RAg15 WRB sts. \ FINDS, IN ' GGPIDTEE TUBE 2OUBnEELONI GUnEB YINNUY '' ��BIIID�E TO CATCH BARN. OF 4 CONCP iR—ADUUSMEM RINGS VARNBLE SECTION VIEW D -e' WBWu -(2/3)D (1/3)D - ' 12' PVC HPE - �N�N2- WDWN SPCn (SEE SECTNN LAM PLAN VIEW 71 DOWNSPOUT DRAIN WITH SPLASH PAD AND CA`iNQ Nomue BERx'EDrN -- c�.rnNG.1RRYws AUD I .•.�- w ,� j EGNCRERE COLLAR O f l EXCASEc . AND FL ARD- .. NS, DY M( 4 USED F) Awl BE USED FOR CHAR. B 51 R CAS TH IN RE> A iR�Bd1 INBN- Rc,,. ror Aa4Am) GPnoNAL a.ENFLow E cWO�R0.�BWPoER (Y1. OR z'M IsTNQD r r ATHEE ��' NL IVIESTEPE aULL BE -DD GI TNENI SIDE FOR S w TO MGANETER PUCE SIEPE ON RNNi MPTBI SNE WHEN FACING DOMNSBEAY LL LANES OVER }P' FOR A CATCH BASWI BARRIER _E Nn/DOT ]149.2. COSSE ROCN TSIBCRIIAE1. Ut. TD SEWER CAST UDNY PLAN FOR <AsiWG A3 . AND PIAN I91ES 4ANNVN DISTANCED POST. IS 4'. AN E%D4 NUN CF 2 YAYNUN OF 4 ON MST WT BEL SUR C EACH ADE Y. TAW UNHA SURFACE HAS BEEN PAVED AND/CR / I p)ypyEDEIE MOUJSTNENT RPIGs IED, -S' PRECAST -FORCED ODN _ MANHOLE BLAB- IS NDE POLYPROPYLENE (ASM 21") sRO TO nsµRNNIX4E STEPS EaWC151RN:s PS -I -PF) OF RCNFORLED 1`PECCMCRETE I _ pJ1RON1 OCAT SIBBiUIGRE STANDIfipS ALL JCROS IN NAN.OLE TO -O• .1w RWD BURNER SRETS PPE SHALL BE CVT OUT FWSN TN MADE FACE DF WALL LPHIM. SLAB MICKNE55, R- FOP 14' DEPM. INCREASE I -1 I S, F DFPM c:REFAiERETH%N i4• - SECTION -_ GROUT NTTCY OF .-O DIANEFER OF PIPE AND -1/2 SLIP CRWT Y TONARD INVERT, �� 7 MT M SEWER MANHOLEICATCH BASIN l BIM of CURB 04ORION SPda I LA-CH GWO OR CA PLAN 12ME%PNVAUN GRATE 2" RAg15 WRB sts. \ FINDS, IN ' GGPIDTEE TUBE 2OUBnEELONI GUnEB YINNUY '' ��BIIID�E TO CATCH BARN. OF 4 CONCP iR—ADUUSMEM RINGS VARNBLE SECTION VIEW D -e' WBWu -(2/3)D (1/3)D - ' 12' PVC HPE - �N�N2- WDWN SPCn (SEE SECTNN LAM PLAN VIEW 71 DOWNSPOUT DRAIN WITH SPLASH PAD AND CA`iNQ Nomue BERx'EDrN -- c�.rnNG.1RRYws AUD I .•.�- w ,� j EGNCRERE COLLAR O f l EXCASEc . AND FL ARD- .. NS, DY M( 4 USED F) Awl BE USED FOR CHAR. B 51 R CAS TH IN RE> A iR�Bd1 INBN- Rc,,. ror Aa4Am) GPnoNAL a.ENFLow E cWO�R0.�BWPoER (Y1. OR z'M IsTNQD � OR IETH �ENNO �SWiGE - PEPFOMiFD WALL CATCH BASWI BARRIER _E Nn/DOT ]149.2. COSSE ROCN TSIBCRIIAE1. FABBC W , I91ES 4ANNVN DISTANCED POST. IS 4'. AN E%D4 ON MST WT BEL SUR C EACH ADE Y. TAW UNHA SURFACE HAS BEEN PAVED AND/CR (. §PRIMENT ED VE IS UE HAS BEEN ESTANIAI BE E ENTER FA9dl' SMAL RE 116TN1ED PER 3 AT FENCE DETNL fFD1 REN PROTECTION CRURA- (FINE LDR NATEAIAL I (FlNE CRANED YAhRIAU !r ---� NAMRAL CR -O THE80 OF TUE 11 THEE R¢E CH AST�GBE !SHARED TxE HPE 5 SLCRRUIDEO O A .1.1 OF AT IEAAI r A- ns TOP BT SELECT - YATERIF TOA BY HAND ar AND CONE E -Y FIK1 CACIEERACES UNDER AVO AOLCENT O - PIH:. CIA- C PIPE 6EDDI4O sI =5 IPE BEDDING FOR RQP AND DIP UINIWURA ROD (2) FOOT HIGH ROCK BERRA CONEEN OF I WOX O z WGI UWEIFR LASHED ROLK EasR. 12 NCH UNI.- OF 1 BIN4NWE� ~� SLOPE !-a:1 SLWE �IONK11E170 WINCH ROCK 16' -, GEp1F%RE FA9LO SO WBWY NOTE: z. `OU.- 1£NCRN VAUE Hm AN) OSSRRICI µo 12 FEET. NEOU[SRFDB BINEEY C TT. _EDGd IPoCT HKA�GRT IF NNlim 3889 TYPE 3 MERE N__H REw ORClYLNt (vU °°e) GEOTFxRL[ FABPIC POST ID IO -SEE FABRIC INCHJR AOE TPENG, 3' NATURAL Sal T VFcD aAfCTwx C m'=YIY. O -E CFf FLOW I TI �wo-�� - • - � l�-e' Y1I. 4c -E '� xOE o••-TA'L CES CONS -C •TACEDBAl !W 04 LE55. AYO ONV2N AT LAST 2' 71071ir GOJNF SPAc cxn�Tss ro'Im-_sss�Ea.ID nom— A'. 1-1 i �urc wF mwl.�. HEV: fSTANDARD SILT FENCE nR AW 20)9 2020 Elk River High School Parking Lot Improvements 900 School St NW EO( River, MN 55330 Independent School District #728 11500 193rd Ave. NW Elk River, MN 55330 WOLD ARCHITECTS AND ENGINEERS B}z Aw.NPs sIA,:1, sus Trmm sus Wd rNN sstm .aw.sm I ASI zp Trn BKB ENGINEERS 6120 ECAs EI -n, DdYa. Suite 700 Minneapolis, MN 55430 Phone: (763) 843-0420 Fax! (763) 643-0421 NAW bM—.00R1 CONSTRUCTION DOCUMENTS Civil Details J/4' FER FOOT OPniMAY T •P IY YNIBIM • we LOIInEnaAE 1/2^ EXPA m A 4,5' YN ]LNr 'Y::. , ,AR' i. 4.5• CV65 5"ry MN/DOT SPEdFlGTIWS 3138. COMPACTED v AT Irwsr ,DDR srAxoMD PRWrDR oEMsxr. 1. CONSTRUCT V.LL1EY GUTTER IN ACCORDANCE Y1T11 411DDT PL•N SPEcnuraN mJ,. 2. CQR SNALL EATEND AII. a fE eD BEIAW R A XInMW As- DP rD rNE BOliON pPYADSN:ENF —1 PAM?IOR AOOREWTE 615E 3' i YRIM.M S wNIO1E1fA Is cRUTER. Qj2N b lµ• 3/C UP C �w ATTER uw RTEVAThWR Ne1F4 WNSI . YAUF! G11nFA IN ACCORWNCE WITH MNDOT 1. 1- WT Wr 1XPYAL RADNL � OOZE �'� eACK OF G1111B Y Y 3/4• YBC SIItPE ,A r _ 'M R roDIEn CONTRW JgHT - — nGnY DEEP REFER —21 [o 1—ES YAR. RDN:. On .A' • . ' Ce1CI�dTYt C[HC. COM910AL . JOINRTTO PEWIRElIEM4 — � r AWIQQD SUB0i.1DE 1/r ETP LVPB AMD Wilfll J/SDDE JA H Ilf 8' CONOtEE 541EYIALK PFA DEPRESSED CURB WITH DRRtEMAr AARON HMOYo SPEaPIGTxNs � s ES' FCCPEGrE is 1— 1! 2-i ii= m 18-13 1. JAe 2u 2002 , E PER DISE PEP IN,ot.T SPEwFrA1eN •\/ /'.` � - ;,JB. COYPIEIED i0 AT IGSf �D lo -T: •. x4R m \/r //�\ - CONPALRED a R1cRwF. RnrR rD sPECPxnTpla. .901 Nor To SCALE SC 1 AID RECOWAGr SURI:RNE TD AT LEAST 100R srANUNtD PROCIUR pENSnY-PPpOP ADIl PER MN/D01 2111 1 6- CONCRETE CONSTRUCTION 1 S HFAVY—PWTY BITUMINOUSNT Yom � Nenl — N0. 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I I-J—II oY G (I'1C1�) DEGREE NMw MN/DDT ]3w SPWER lDC ODR srANDMO _ 23-1.2 33J R GL CONCRETE CURB AND SIDEWALK 14 IN RA T is 1— 1! 2-i ii= m 18-13 1. JAe 2u 22. ,z• u1x. SECTION A -A �D lo -T: •. x4R m TRUNCATED DOME @3-R 16 -3.T7 20 PP ]38 JO I PROPOSE➢ sEVEP N9Rm FMM i CWPAMED SN`D IIIIIIED— ' - PRDPOSTD WATERNNX R 4 R CENTS EILNCIX' DRANSInW roSPECFlw -� Gx'ffixG AN AT TEnCAL BOA NSrREWIRED DE MEEAf,1 �E0 REWIRm i PRaPasw wATrnu.w eAIeIATI0N A4 I'...-c9uvAcrm sAXD SEE NOTE ® SEKER WATERMNN CROSSING 3404 15 CROSSING . 1 NOTES: MWas --mom amles INmFVKp A �wE w nDw P.mox' Dwas eoxm IN DE,¢usL MNBICS IM Ma11FQ -wG[R�ANWI lBLEDED Tam PRD/OF _PV6nM U mDDIMiY IWM.,M 1A WWM N11DF9 OIO4Rg5 BL4IO N� 1pE SPY,14 D. RI -wa1 ML''MWaN3 wFK wNVM 6IXS AIEII- TPIMII6'IN (J �� STD FAE m2 Waa: ' YxYIN. ADAM: " eMa� RYa a O B Y ND YA® DY NpE nNcr - � T'""Lw�Mu.WA�n.ma wnrwviA9le°amis. Rm« r N FML YBTx a DnWR nE FYE exam n „E woe un: ME.1 PLurosL MIRTAOE WAYYq SUWY6 9xVL COMRAI'T V NRN � W�xINAL PL11E RVA lVFEO N C:4T[ A Nw. AWImrt wR0. Ro w�.ua�tT � T1E fuLmlV La MfL a0. MRI IMHVKIIRFn4 RR.4VIARIE 9uMNE m�'l a nE nIMD a6. STATE G 1wPINETOG SPEflY.UeN ST—TE OFPNR4EM Q N5PIXRW ATIREfa1OKP fNA1E N0. DETECTABLE WARNING SURFACE aJl 1RUNGTEO fXW1E5 7038A NOTE: FOR ADA COMPLIANT PEDESTRIAN RAMPS, REFER TO MN/DOT STANDARD PLAN 5-297.250 PEDESTRIAN CURB RAMP DETAILS AT THE FOLLOWING WEB ADDRESS: HTTP://STANDARDPLATES.DOT.STATE.MN.US/STDPLATEIASPX CONTRACTOR SHALL COORDINATE FINAL CURB RAMP LOCATION AND PEDESTRIAN CURB RAMP DETAIL WITH THE CITY AND OWNER PRIOR TO INSTALLATION. /_1 �1 E�Qpj,�10 CURB RAMP — DETECTABLE WARNING 001 I ) JJ I � �SERMCE STAID IOCAnW I• \. 28^ SURMOUNTABLE CONCRETE CURB AND GUTTER s RAds 1 1/z• bADus -. SLRNCE sTAw LxA,�cX�- \\y / J' RAD4R \ Y� 1/]• RAdJS Pa POPE J/4^ P[R fi �� • ^' 1 ax f ` n 6618 CONCRETE CURB AND GUTTER ncv: 3/20D0 SURMOUNTABLE AND 8018 IN. rzm CONCRETE CURB AND GUTTER 21�00 / 6 1 CONCR&N CURB AND GUTTER DETAILS WU18NG COURSE PER -/— TAO( CMT PER MN/DDT 2357 ___ND COURSE PER CUSS S UI E TDlE -TE, PER RN/DOT 2JW SPWFA2AOC �N 3,AXWN[[A'PA[1Fp TT[ETnTUI �I_IIITk 1 I I III II- 112- IDN MN/DDT 2357 HO-11FYNNC CWIp"[ PER -1 AND REW WALT SUBCRNE TD D{EAST— STNIOARD PRCTOR ER -PRDOF ROLL PER MN/DOT 2111 POSSIBLE WRB 10 HOtD ARMCENT GPIXIND f Doh 'FRONT FELE DF CN10 om pdETRIC W[W 9 PARALLEL RAMP WE081e COURSE PEA CZARS 5 UIESTdE ILYXfff TF. PER MN/DOT T]w SPWFA2ADC 1Nw/DoTJAMDr1tM�wC(ED 15�A'TMr IF St 8'4N. Cd1PACIED FLL ^.. SCMIFY ANO REFAYPACT suegaDE PRq:Tdt oiNm. PITYMINPUS PATH TDDLED CONTROL — MINII I' DEEP. REFER To aPEcncATora FDR JawrwO zi-xicl� o.c. Eici wAr T FAUIROI1N16 1Y •' • COHCREE 40EwNR PER . SPEaFIG1eN5 . S ESrONE HiGREGTE PER ED SPECInGION ''�\� I313t,cdoAc,m TD AT ISEsr I'✓/\�//\\//\\//\\//\\\//\\/\�/`"` I wnwo PRocraR Duanr /�//. /\ �- CWPALTED SVRCRAOf. IETEP TD SF1:GFlblI0N5. I" �QNgBETE SIDEWALK CONSTRUCTION (TYP.) - ]' MIN. OPPM CIA54 5 YMESIONE ALGREGIE 615E PER MN/DCT sPEGF1GTI0N J1J8. STMPAc1ED ro AT LDERR To9R STAN_ MDc1DR xr STAN_ 3 FLAT CURB/CONCRETE EDGER NLL CURR XeI011r TOP UG CONCRETES' TA➢EP SECIIdI IN LTUSs: �C ,D FEET MTM MMCENr Rulc: \ UNIF33 ND1E/D OT/NEM/MIS\E cWdETE WTTm - /_/ / 4 1 NSE—DOWN CURB SECTION ALL PVN dMEd50Ns BACK OF CURB ARE TO FACE OP CURR (s• TD aACK DF WnB) 4• 3' R - . SLOPE S/N' PER FODi TO I,— ORNE RTou — BASE NMNUM x, zJ GUTTFA ORE WTE IW . ... . OF APPADGREGATE 80.Y 1 -. / T PAVEVEM SECRON i FI ' •• 1:1 SUk'E ,I, e- 1 12' YIN. ` BFSE PER ./.TTsPEGFl - 3138. COMPACTw TO AT (LIST lwR STANDARD giOCIOR 8E N9 n. Do";. Of TR WERSE GUTTER SLOPE To WTG gPECRON OF AQLCEM P -ENT SLOPE. 2 CWs1XUCT CURB AND GUTTER NACLMOANCE MM MI - SPEGnGMNT m,. SYNC ENTEND __ &SE .- 85,2 CIXlCWETE CURB PND ONiER A MINIMUM a A3 -MTD TIE BOTTOM OF ADMCEM PAVEMENT AGGREGTE BASE• WNEXEYFR 5 CRUIER. �ONCRETE CURB AND GUTTER 2020 Elk River High School Parking Lot Improvements 9DO School St NW Elk Film, MN 55330 Independent School District 6728 11500193rd Ave. NIN Elk River, MN 55339 WOLD ARCHITECTS AND ENGINEERS 3i]Alimeou3um.5u�VV saw PaJ,AW fl101 .dM�m 1611227 T!I! BKBM ENGINEERS 6120 Eade Brc1 Crtm. Suite 700 Minneapolis. MN 55430 Phone; (763) 8430420 Fax: pe3) 8430421 CONSTRUCTION DOCUMENTS Civil Details C5.001 BITUMINOUS WFMINC COURSE PER MN/DDT SPWEB3RDC TACK CMT PER MN/DDT 2357 HO-11FYNNC CWIp"[ PER CIASS S LIMESTONE 4N/DOi J13S AOGREGTE PER C04PACIEp TO . EFASr MN/DDT ]3w SPWER lDC ODR srANDMO PROCTOR DE. - .• •.. 22. ,z• u1x. 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STMPAc1ED ro AT LDERR To9R STAN_ MDc1DR xr STAN_ 3 FLAT CURB/CONCRETE EDGER NLL CURR XeI011r TOP UG CONCRETES' TA➢EP SECIIdI IN LTUSs: �C ,D FEET MTM MMCENr Rulc: \ UNIF33 ND1E/D OT/NEM/MIS\E cWdETE WTTm - /_/ / 4 1 NSE—DOWN CURB SECTION ALL PVN dMEd50Ns BACK OF CURB ARE TO FACE OP CURR (s• TD aACK DF WnB) 4• 3' R - . SLOPE S/N' PER FODi TO I,— ORNE RTou — BASE NMNUM x, zJ GUTTFA ORE WTE IW . ... . OF APPADGREGATE 80.Y 1 -. / T PAVEVEM SECRON i FI ' •• 1:1 SUk'E ,I, e- 1 12' YIN. ` BFSE PER ./.TTsPEGFl - 3138. COMPACTw TO AT (LIST lwR STANDARD giOCIOR 8E N9 n. Do";. Of TR WERSE GUTTER SLOPE To WTG gPECRON OF AQLCEM P -ENT SLOPE. 2 CWs1XUCT CURB AND GUTTER NACLMOANCE MM MI - SPEGnGMNT m,. SYNC ENTEND __ &SE .- 85,2 CIXlCWETE CURB PND ONiER A MINIMUM a A3 -MTD TIE BOTTOM OF ADMCEM PAVEMENT AGGREGTE BASE• WNEXEYFR 5 CRUIER. �ONCRETE CURB AND GUTTER 2020 Elk River High School Parking Lot Improvements 9DO School St NW Elk Film, MN 55330 Independent School District 6728 11500193rd Ave. NIN Elk River, MN 55339 WOLD ARCHITECTS AND ENGINEERS 3i]Alimeou3um.5u�VV saw PaJ,AW fl101 .dM�m 1611227 T!I! BKBM ENGINEERS 6120 Eade Brc1 Crtm. Suite 700 Minneapolis. MN 55430 Phone; (763) 8430420 Fax: pe3) 8430421 CONSTRUCTION DOCUMENTS Civil Details C5.001 b' CONCRETE AOEWAix. RERR ro � co�MFm'10�m. - TIETAE a/Lsmt I SPEC FlGE-B 4 TOE OF CONCIEtE CURB AXD GYTIER RFEER ro s/csmBASE AT UGHT POLE 3._0. d � d LMF E,ED wBDRADEd o O d � a = {d f1A91 COMM GULKINO CDYPDYND -QDB B WAIFIPROOF f1MC CHwfER CORNER 4- 4' •4 swD TAYPm WH SCREEN. — — —1 CENTERING WEOOEB ](16' TO 1/2• SIEr PLATE 1.� 4i 4'e ]/lfi" STER wPPoRf Pl ]/!' DY UGHINw; NiPF510P •SINE ro EInENO Y BROW FOORW:. 2 _p � ElEC1RMIl POWER SUPPLY. SFE ELEC 6gkE DETAIL CURB TO t la aP BICR of (b' W BILK OF CURB) ` 12- 1/2' R SLOPE/ED" DmGDFOOT — T., I 1/Y P ... .. • . .I 1.1 ROPE 12' YIN. 12' l— F%TEND MNREGTE BASE A MNWUM L I_1 ,�PFGIE GSE —CH MID AOC M' a0OF COMPACTED TO H— STwGRD MPR—.E —C. A:CRON P- 2. ROCTORzCUN �_FN OF TRwS'ERSE C B N ADPE TO GTLH M100TION DF BON PAVp1EM SAFE. CURB � EER W IOCORBN E WIIY Mx00i SPmIFMAIION G 1 7 1 D412 CURB AND GUTTER AO E%PAN50N Jd�WTERUL SEAL TOP 3' EtABl01IERIL sFAw+r • lr "I CONCRETE CURB SEE WV11� CEE P OPpOP05FD TO MAY L 3/CS.DC2 Ppt CANCREIE 4PPII STRIP. 7 -LF TOE OF CONCIEtE CURB AXD GYTIER RFEER ro s/csmBASE AT UGHT POLE 3._0. d � d LMF E,ED wBDRADEd o O d � a = {d f1A91 COMM GULKINO CDYPDYND -QDB B WAIFIPROOF f1MC CHwfER CORNER 4- 4' •4 swD TAYPm WH SCREEN. — — —1 CENTERING WEOOEB ](16' TO 1/2• SIEr PLATE 1.� 4i 4'e ]/lfi" STER wPPoRf Pl ]/!' DY UGHINw; NiPF510P •SINE ro EInENO Y BROW FOORW:. 2 _p � ElEC1RMIl POWER SUPPLY. SFE ELEC 6gkE DETAIL CURB TO t la aP BICR of (b' W BILK OF CURB) ` 12- 1/2' R SLOPE/ED" DmGDFOOT — T., I 1/Y P ... .. • . .I 1.1 ROPE 12' YIN. 12' l— F%TEND MNREGTE BASE A MNWUM L I_1 ,�PFGIE GSE —CH MID AOC M' a0OF COMPACTED TO H— STwGRD MPR—.E —C. A:CRON P- 2. ROCTORzCUN �_FN OF TRwS'ERSE C B N ADPE TO GTLH M100TION DF BON PAVp1EM SAFE. CURB � EER W IOCORBN E WIIY Mx00i SPmIFMAIION G 1 7 1 D412 CURB AND GUTTER AO E%PAN50N Jd�WTERUL SEAL TOP 3' EtABl01IERIL sFAw+r ROPE ]/4" PEx Fom CONCRETE CURB SEE WV11� CEE P OPpOP05FD TO MAY L 3/CS.DC2 Ppt CANCREIE 4PPII STRIP. 7 -LF amis swu eE uwE ON TOP ANC FACE CF Cure. 2. CMB SHALL BE JOINTED MRr 5 -FEET. J dN 5 R04 CURB w0 l VN e4NCE S RP AW NON. / L4� CONCRETE MAINTENANCE CURB pati ' Wlrf MOIL PItt 3/! CLW.1/DD,YPSR 1. 11�� faPnalN 1•..r NYq _ 1� �•'YT`i1, � � 1 v � � SJ I'(EJ�C7 2'd Iw 1•d id ' J/fi" tOOIFD F➢OE On.1 END NEM )' IOH/T 1/S' PE �� RONRm SfNL E PIAtFp PIlOR N ARICACIMD OR W= PI A NOLE ORu, en M ME a m wbiACE 1GM ER oerAWm 1n w EPPARo-Jm 4EINOo. DR owml TMD rxE sMEJcxc EIfiMN —f PNiKMG srNl 1'-6" 10 EDGE � -MER STOP OF PNIKIND bTNN DP=ff's ORPEQV & niE SPFLYFlMIpes 5 PRECAST WHEE. STOP aiuuliws GVEtEN{ -. IIIIIjl -TOE OF SPEm TABLE PFFFA ttl mj ' •CONCRETE fVFLIEM• • SPEED TABLE 1IC4.CDD AaXWauB P.IlEYD1{'; - CURB MO GUrtER .axusx ABEL r PRMOE /8 DD6FLS flr 0 C 11.. l a. 1D2 INCX6 B.0• AVEMEM F RAYR BINYINd15 F- 7\ `i r o ID 11/C4.000�^0'� 6• CRSS RECTION T PEDFSTNWV CURB RMP SNEWN.K S'S'A 1 SPEm iMIE �—!3' B. B SPEmFTABLE IIRIFlIE kV - CpiCREIE CURB PLANT TERM i NCLES. CH 24- INC SPEC TOE Of 'PEED TABLE —. REF 1R4NCLF5 dl 24' WRE SPEC) TABLR. PNM FlVE 1flUNCLEb M X' MOE TOP OC SPEED TAA£ — ___ SPEED TABLES. ' .','� •NJ`.� 1 M1OE TELLERY IN LOIDR. RO'ERDTDDO �l 1 - t j' GALVN4ZED P011 AJbiR� NLW) /Ka3b OIB CC UNgSTMBm SUBGRADE IF OBIURBm SAT IFAST t�DDi 5Tw 0 pROCIDRIO OE1151rT�0.pOF ROIL PEP W/DOT 2111 2. z 6. 7. SEr RN U. PDBR b' FRDN OUTBICE D- OF STNRB-BOM 90E5. & M' RNUNO HOW AWL BE TAKEN FROM STNR NO -G TO TOP OF gNUNO. 0. UN0111CTO TO GSMI 4150 B FOR NUMBT.IBRNE. HOW.10. REFER RPDING ER OF STNRS D HU. 11. YWWUY ClFA4 MOT. BE'IN'EEX RNLB CONC%g STAIR AND RAILING n W Ero 1LN STNRS n� ,�- 0.0. xp0 XMDRNL IXPMSIOEI JOINT W SELL TOP )' WIEH ELASTO4EPoc SFAUM 4• CONCRETE N000 PA) MM LA0. N EPo%T CGlEO REBNi (2) 6 LONCRlONLL Si HDPE ' - y` ' IOPSOL MO S00 -i .• �• .. I—I I � CWP.W ED BOBLRAOE ��I-11 (�i ISI—IL s' c✓ss s uYESIDNE AGGREGIE BASE x01 E: 2. JOINTS FROM NYNIENINCE STRIP wD CURB SHALL LLIGN. MAINTENANCE STRIP 2020 Elk River High School Parking Lot Improvements 900 Wiwi St NW Elk RIM, MN 55330 Independent School District #728 11500193rd Ave. NW Elk RNer, MN 55330 Wol WOLD ARCHRECTS AND ENGINEERS i32 B W RrnY Sven. SuNc TPlmO Sum PP4 AUJ 55101 .ddrsm 1651227772! BKBM ENIVNEERS 612D Eede Brown Ddm, Suke 700 MirNl "!., MN 55630 Phone: (AM 843-0620 F— (763) 843-0421 —,blmm.0 CONSTRUCTION DOCUMENTS Civil Details C5.0D2 • - ter:" .ti _ - 96 � E --- - 1 .,..a... 1 r , 1 1 , 1i - � J1 \4 VICINITY MAP _ ~S\ moi^'raa- 171 7,& AeEC ANO MPARfr1 WATEAe RREY SPECNL Aro LOFAlEO NRN OXF IOIE IA6TDIL PAGES) aF 1XE PPOJER MYIR AND RECEAE RUNOAF P0.011 ME ERSPI SITE. OIIE 10 11E PROIOMIT' OF THESE SPECNL AFM 9vANED WATERS, 1XE elms OESCpeFD N APADLM A Di 11E IPOE6 PEPYR WILL APPLY ro ALL ARFAs OF INE SRE IYPAIPY S FELL LMGpFtltlE fmlFR R9E5 RIOVSSiEAY E IEMCMr' N iSx TlSSIIE I V ORONO XUREM 1 TITy DESDRRIAx 511i1IC1. IMIET R FMX •. CONSIMMTpN ENnWKE EACH I fAMI T (BICE 11MC MNYIIR6 SHOIM ARE M IMRLW REWRED. AOMRMNL OIWIIInEs WY RE NEEDED N 1EWIED BY INE YPCN YN1fWA1m 061RIL, OR CRY. CONIRMIOR 6 RE'iME1B1E FOR E1ILLL OEIFT9WN1gN W gDNRRE4 M90R ro aramuLTAx. STORMWATER RUNOFF SUMMARY EXISTING DRAINAGE AREAS 10.YR SLaAI (1) 100.TR SIBraI [9.997 (Cis) NUIIOiE (CFS) OPflNpVS MFA MFA TOTAL MFA pllT , SIIXW EYENT IRIN.DE APE, („� uMW.91 (Acl9s1 - >a a9n IAD,.ID 10A5 rout lD.es 295 t3.50 NAI nN z9s 1`_50 I xsT n.sa :,590 9XFET F1DW SOUM l:sD3 PROPOSED DRAINAGE AREAS DRA9ucE MG IYPFPYMIIs IAu Mu rorAt ARG TilOPES) (MPFS) (ACAF'i) Ob [UA7 ;fl9V RMIIWG ++.n ,m uw e9u sr- w sIEEr EUAY sMRX 10x0. 11.]3 1.77 1lA9 x.91 )S.e7 1m STORMWATER RUNOFF SUMMARY z -YR SId01 [LM57 RUNOi(.mRIROFT fO 10.YR SLaAI (1) 100.TR SIBraI [9.997 (Cis) NUIIOiE (CFS) ENAINO ATE b!3 ]l.b ii- PIlOPoSEO ATE AA91 139i in" 1ATER NC ANO SIORAf£ OF w�seDOUS W TxE cSxIRILTDR xEx9s ro usE PDL� RoaolAVls a+ Yr11ER sEDALamAH TmxmryACIwOR°mis YT"ImxP rl�e �rai� N� MNMW IEMIIRFAENR: 1. DIE LONMACIdt MUST USE CMMTaIMY1 uW59MR Aro SFWEM CMIIRMS PIaOrs TO Molaa AaMTLR ro EWSME EFRCINE rrEL �, az �raLs �wr aILY 9E� A -IM COMPOL STSIF31 WINOS ADDx^ M MM, w RD4EM OF ME ROC 2 CHEIIALLV NUSR BE SEIEDIED TWT APC M� uPoA1ELr SINrzD ro TIE TrrLs DF ro fE EIROSFD WRNO IS]fSRVCRMI. MD TD rxE F%PECTED TIRBRRi. PN AIA iLOW PATE M LDAWIATDI ROYAIIO INTO 1XE MIEYNAL REAIYFM SYSTEM OR NEA S N�TII VO�CFPIFDYUR BE�LW A�ClA1ROANCE w% DDaBL SPECi1GIXNb AID SEMIENT nDLWl DLSIMI sPEcnuTAxs P,EDA%D m TIE WNVEACNPER oR PPMAOEWSIRPUER OF RIE APWGAE CNEMGLV. CN -ATE NFL TANES SECMLMY WNTMrLFM AS PEOVIAWNO w Bf TIE PEAMT. FOAA9E FUR 1RIlCl6 91A11 WVE TXER SFEC 1014 MNlIBE WRHO NFLEAC SPLL4 ORGIFA MAN S GNIDNS IIU"T fE REDOIREO ro TME PROPDR AUTXpNTIES. GRADING B SOILS aNEn DR safl eDTWEdS) FRONDED ar AM ENGXEFIWL AIL 16EElG SMIS T1AG11Y F-MRRD MI T116 PRPIEDr ARE SP1, RLL ME PRpFOT SIZE 6 A POMI011 a TXE ElA RNER 19M1 STAIDOL MD VNWEIYBEPGE MDOIE SCX00. CVRRMRY RIELRF SXEET RDA5 SOUTH ACROSS TIE ATE ro STOPoI SEWFW R SCHOOL STREEr. UL1N/OELY STMOMAlE0. RUNOFF GOES ro TXE 11016 PMK SfaRMIVAER POND. 1HE PROPOSED PROECT LAYS FOR 1XE RFNdAI OE TIE PAY.]IFM AT EIIT RMP XXRI SCHOOL MO vAxmR9ERct MOMS SCHOOL ALso THE VArLENBEROE wDME sMroDL sroRAW1Ea FOIL WLL EE RLMMm. RUNOFT IIA1 CONTINUE ro SXER RMY SWIX AMA55 DIE SIZE TO Sf0191 SEwR IN SCHOOL SIPfLT. IAIENIELY STORNWATER RMLPF P18A4 TO TIE IIOrd PIIDR LCRNNAIFR PML FOR 11EAlNFM MO WTE CONRROL CONIPIs'IODD ( SINLL T>f ALL USED 509. AREAS (NCWDIxO OpO'M1Fhi. SfMGPNMN IIIIST BE EmYhD ED.ffOM1ELY TO IW,Wr 500. EIIDSDN WHEIILIEP AM COW1fUMTON ACIMIY HAS PELINEMLY OR TEYPMWVLY CEASED W AM PORRME a THE SnE ANO RLL N% RESUME i11R A PEIU]D FJSfIDINO ] GYFAIDw MMS. STMARAININ MUST BE WYPIEIED NO UIER 1XW ] WA9NR OAK AFIFR 11E MfI151N1CIlON ALINTIY N TWT POROMI a 1XE 9E INS lE1PO0.1NLY OR PFIEMWENRY CEASED. EDP PUBIIC WAIfA TWT 11E 0Im INS PRNTIMS w1Ex SEOEEIIT REAtlWS 1/! 1XE XEAiR OF TXE DNP. 11E SEMYEM MUS! BE REILVED WRIWI N x9M6. r PFARIEIFR AID4LR carlrNa Ws BFEn DAYItrD as 6 xor FUHGTIDxaD PROPFIEY, n Yusr eF RFwvIEn AxD/aR PFPLNnD wTNN 2< I1011R5 PFIaNEIER 9YP xFA.51WEs Wr EMYILE 5< PFOMWL. rnxs1RlIDTeN srtE vTEDIe PDDr uIFATIM6: NL IPIOIOD 501EADT GIRD PAVED SwNAG® MUST IW REYUFD WRMX `I NMp6 w CISL'pm OR MOPE NEDuoRlr IF REau9ED er rarr oR WAIERSIm. or 1E PORT m FA FA T[111 R NOT£[ST NOTE[: 1. POMARE 1MLLT4 POSE M DIVRONIPTRAL NATMD rn � oR �N l�E wAT�En a wrtcl5lc TalEr 6wlac YCIM1Es cw IC50 DENERATE FOLWNVIS TWT CM DFGWE WLFI! OWLIIY. 0. PMRMRE ro9ET PIMEWRR 3.1. fAACE FOIRABIE IOlET3 M1 MT STAmr arouNO w% cIFAR Ina, ro TIE arms. 3.2 IDGTE 101E19 A IEHYW 6 m If£I fROY ANr WATER BOGY ANO 10 FEET fROLI ANY CIRB AND M.IITAt W UNFFA HIE. M FA1111P191 BIRY 011 SMO FNO rma SHALL IE f1IDFD AROIRL TIE UNR EOP $PLL NL lF.IIf COMANMEXF. zC Awa PVDEL 1O6L5 aN NPERVMUS ARFADES TWT w9a wA:vLr DOIWR ro T i=�TVEWS. C4. LOGE IDIlE14 50 TWT EIM%WE ro 1N/fT1C AND YM4A EOUPYFM 6 =`n zs. YWRE TauE6 ro THE OROUIO Wnx SrAN6 OR GABLL6. 2& A1llsE TER fR011 CIFAMxO ACIMIES SllAll N% � OI;PDSEO MR SIZE !. PFLNARLY CIECN IOflEl9 FMR DAAVWE, IFAIfS AIA SPILLS AS PM! ?DIE WEENLT STORWIAIFR SIZE E6PFCI1011. �' owN ��sWLL�eENA96PUN� A 1PRD11LNF1Ir IDUTY]H ax E\MI Mor. F 2020 Elk River High School N Parking Lot Improvements 900 Schad St NW Elk Rim, MN 55330 Independent School District #728 11500193rd Ave. NW w w 0 w iw Elk RIM, MN 55330 AIF r - w MECHANICAL AND NON DR DISCHARGES, EXISTING AND PROPOSED . 1. Mz CWF. R11511E14 ]. l,A„OSMiPE A9GAl10H !. OIX1lAREE FROM P%A81E WATER SCIIRCC6 AGENCY fbMALTS UTIS' o EDE PMN Exm FIFDQI9 DFFMIIRNI PWIE.` (]9J) SE -,DDD MMES%A PM3MIOH CMRROL AOaMY PHMF: fssl) D99-9]00 „ W. d�SlRer 73e EIl( PMA W SSATD PND1C (793) 311-310D NOff: ME COMRIL1pR WST COMPUTE AGN. W- SAMARAE PAY AEE AIN SETA N TXE IIPOF.i PDIMR APf11GTXNL CONIR1CIMi SINLL PPP10E A fARRID ERJSNN Nr11ROL PERpD DF ,TREE (!1 YEN6. DE4M! CAUOIU,AXS ARE ON F9E AT TNFPI. ME MIDI AND CONAGCAP ARE PESP011ANE IDR EIPIAAa1TATNN Of 11E STTPPP AAD NSIwuTwrl 9ISPFc1IDN, MD WNmIMrE OF TIE ER 7W PREMMLN AND SEDRIEIlT CONIPM 9YP5tETOR , E. 01WMIG. AND AEIpE WNSRNCROII UML RE NOIWE OF TEWMINIXN INS BRN STOCKPRES- iFID. dY-SITE SRIdMHES YA' saM Awl. WYE PERIIETER sEe9olr wxmDl. STOL1ffll6 SIWL eE srA®1wTH IWANIETS IMPS, OR HYDRO LEWDx r IC1F T ax-vIE Int MORE iHNI 7 EArs. TEMPORARY SEOIMIM BASINS: TEYPMMRY SNNMFNT BASA15 SX111 f£ PRONGED PEW MPDLIX A SECTION C.1Ji OF THE YPG fA]JERAL 3TORIIWATER PET9M. WCILD ARCHITECTS AND ENGINEERS 312A9eeeeeArta SeimWZODD SYN I4,A MN 511% eeNsum 1 651]277773 BKB' ENGMEERS 6120 EMI. 8- Orale, Suite 700 Minneapolis, MN 55430 Phare: (763) 843-0420 Fav: (763) 843-0421 VANVA 16W".0%TI SWPPP IMPLEMENTATION, INSTALLATION. INSPECTION, AND 8A(P MAINWI"CE W NPDES PERMITING CONTRACTOR. CONSTRUCTION NAME: _ DOCUMENTS CERNFlCATON 1: DATE OTHER NOTES: 1. 'M srIPPP WAS PREPMm BY PERSIXLk1 a.ym„ nPLm ,,. TINT AVE CERRFIED N INE OESXN OF �OtirMin>mavq'dv�-beiipmVie�awlmn mrslRucTaN sAPPPs. wPILs of TIE ENAxP,.Wxn...N.N tm11fYATIOuS ARE aN RIF LTH BNBM AxD-.m-..m ARE AVMMIE UPDII REaUEir. 2 1X6 swPPP DOM.IDD IRbT BE IIENOFD /C�,1,A.A A. -0,&d M rEC65ARI dEW,c WIL4IRUCI,OIR R OMER ro NEEP rt C1 6wM TIE 1 ' m POLLMAM COxROL .633%1111 %L.i120m TXE ST1E TIE SRf YM SXMMNG l➢CaElt6 K PLL SIMW WATER CONIRMS MUST 8E POSTED OX TM 9ffE AMO UPDAlCO TO REFLECT INE PROCWS R CM6IRULTIOIL 110IE: 11E STdb YNTQR fYMLNAN P11EY'0111oN PUN FTR 1X6 PROECT IACWOES 11E LNR ExG9EIIRIC fAAIM NL 1M PM.ECf YAI1W2. PSroTIw PTrF1NHAM MNN�6 OF ALL EROSIMR f+REVflI110N AHD $FLO,FM CONIPAL eros AM1MrNlm AT TIE srAL a TIE PR%ELT AND (DR IxE 11fE DF TIE PRWEf. . ANp I.OFI,TUH OF MFRS w1EPE COISINIL'IIOII Ow; 1Bmm YRL BE PNASN ro WYRE DIIWIYN OF FJO'05iD SI ARGi CNTIPoLAPE 6 ro RENEW MIS: %NC2%D N6TRUCINILS FDF TE N �AWI M wa n: WM E5%A'4 CINLk NAB NMN PERMT EOR ACTMIS' NdOR ro SIEMTMG APPUGTEN. INSPECTIONS STORM WATER Dom° � M D SRT T (Mn NA IN POLLUTION WIIX3X XM6L fIX1DwXG A 1/9 1- MER �' MN PREVENTION PLAN STIHILSD METS: MME EVERY ]0 WY3 ilAIDl ORMWL: AS SOMR AS PUNRF OCMW6 ON PIODR ro PESTAYND CONSIRIICRNV. REtA� A COPY M IME dNDNI' DRNWOf DEOADH CMRR0. PLW AXD WLDRIRn DATA ! SYIPPP PWIS AS NY2L M TIE INSPFCIIOAS/YANIRNHCE IMS ARE m REEIPT ERMEfl N 1XE i!]D OFi10E INSPEClOPS VBIICIE OR COIIIWOIOR'S YSHM£. C6.000 General Notes: 01. Refer to Sheet 1.1.003 far Planting Details and Schedules. 08. lrigadon: Refer to Sheet 1.1.002 for irrigation Performance Plan and 02. See C)vll Engineers plans for she pan layout and dimensions. Requirements. 03. Contractor to coordinate all work in the city right-of-way with Sherburne 09. New braes to be staked with sub -surface tree hell anchors per Sheet County 8 City of Elk Rim Public Works Departments. 1.1.003. Above -grads stakes S guy wines are sW* prohih8ed. 04. Protect mdstirhg hoes to remain from damage during construction. 10. Landscape Summery: 05. Place topsoil or slope dressing on all areas dishuhed by Exisdng Tracts Removed: 12 construction, Including right-of-way boulevards, unless specified New Trees Proposed: 12 othermse• See spedlicalbrs. Mitigation Ratio 1:1 O8. Refer to Specifications for additional Infomstion. 11. Refer to Sheet 1.1.003 for Chain Link Fence Detail and Bate Schedule. 07. Ensure new sod's placed to match thetdNayer lavation of edjaoant, existing turf to remain. At fine grading of and areas shat be the respon iibaity of the sod sub-contrechx(s), including subt d work. Field verify disturbance upon mobilization - actual sod areas may differ from antidpated limits shown on plan. dsa IMIOMI � CAlliCe�baler.lheuda ICE ARENA BUILDING i 1t �� -�%� ..�• ice, ]�"t ( l I I - r rEwraaNNUNrsxf we.._ _ �•�'i l l , 1 / t re+oanusasTunm. •••, - � .r I - —t � �y �_ i Wla1VPE8 M149t __ - - ( F ' Il- ✓, tzsys rxw,tm I •n �h �� T-. � �- ^ .t ~ -- w � � j" Jam/ � • I— �+� PANNOPattrYA.f1N1a n R ^ 1I y` t`'� ,:1 PANNGPaiWI �- -MYwaPanfrnL PANi4PairMl I I �� __II IPuaashnreana,2Nua I I l hmrehaYSN.rs I ''i. MIDDLE \ If SCHOOL fBBUDNIL3UDFYI. NG • I�I,..,{I; Na w -Jt GPa�`,p'iVl.I� ; .�-� •II If I I l � II 1I l'I L.:orPmanNua 1 ! fII -a-w, .�R�L 4I + ire v•,m_ evs!nPxAl sw�� Ii!``� o s- 7'•'� �t HIGH SCHOOL BUILDING t lassoo lsao ceneNse f !,•� f � f l l i -•�" I�I f I t1 — � I ®.• ' �f S. � ��wuMavacLanr,v'a' '� r7wa,ar I i a... n'I l I't m n�R•�.I M ,i:, e, -nMm roiwts 4.: l� ?h.s.oa J ♦ - _ ..I ® -� - 17 h�• Fi t� •• ` I I 't c � -'• i ,. 1 � .sem �• � .>w L �. '° :y� � "' �' y 1 l '� � �-- -T f I ,.:.#. � '� 'mss=`'s�-„r..f'ci`..•a> �c � - - L _- •n _ ♦ � -:� - �'YT I I '� I f •- 1 !:#� I ' I -1 ;1`t •';�=JY_.[ ��, ♦ ! i` x3'% _. F• • �- � _—. _ �� ; , 1`;` r- aNYEwAY � � �y -i'•� -~ k •..---.-...; _ -- lalff Sro� AIIFIb NiXE RIQII-0HYAY. +••f �N11ERMi1fLFWI,Y.' Y - TInff800 -Mc. YUR8ma6,lx� �-4 Fl3aVMFASNTEPoRM¢nAY. Ria Va6Y. - �� _ FERDNatlFY. ”" MFA6N CRWAY � ARHBN11E RxM-0rMAY. - �-• - _.. - fEliY- .� — -- ! ". .•- — . � FlaOwAFY. -. FBDYERfY. -- _ .-' - „ 1 µ LIIaGL STRGET .S7 .. -> - , -,• -..., _ -- - _ _ -w,_ .tea_ _ - 3C?IfTf01AL STREET— - =777_ -- - --- r J �;• 0.10, 7L—1IR SCALE, I° a 40'-0" NORTH LANDSCAPE PLAN 2020 Elk River High School Parking Lot Improvements 900 School Street NW Elk RMer, MN 55330 Independent School District #728 11500 93rd Ave. N. Elk River, MN 55330 t*4 WOLD ARCHITECTS AND ENGINEERS iii W,,.e.o5,m.5ua.wAOU 59aPm4.laJ Nryr .de:a. I ser ur me BKBM ENGINEERS 8120 Eerie &own Dr., Suite 700 Minneapolis, MN 55430 Phone: (703) 843-0420 F": (763) 843.0421 —rw blmm.corn CONSTRUCTION DOCUMENTS m~�� Maab,y,xramn.NagnyM �+�4N n� rre alre BerawF�AtA Ob: M16VaaD aMtic et, say, LANDSCAPE PLAN L1.001 General Nntas- 01. Refer to Sheet 1.11.003 for Planting Details and Schedules. 02. Sea Civil Engineers plans far site plan layout and dimensions. 03. Contractor coordinate all work In me city dgh W -way wNh Sherburne County & City of Elk Rive Punk works Departments. 04. Protect Inds" hese to remain from damage during construction. 05. Place topsoil Or slope dresaing on all areas disturbed by construction. Including rightof�sy boulevards, unless spedAed otherwise. Sea spec0 cefico . OS. Refer to Specifications for additional Information. 07. Ensure new Sod is placed to match tletcFlayer alevation of hdfacarl, ex)Stirhg hof to remain. AN fine grading of sot areas shall be the responsibility of the sod sub-mnhectDr(s), Including sub -curt work Field verify disturbance upon mobliimtkn - actual sod areas may dOfNfrom anticipated limb shown on plan. 08. Irrigation: The landscape contractor is required to protect the existing hdgatlon system outside the work Omits during construction. WdNn the work limits, cap Ulnas and remove & selvage irrigation components for reuse. Submit irrlglDon plan showing the new heeds & pipe connecting to the existing System. IrTi ation Notes & Requirements: 1. LAYOUTWORKAB ACCURATELY AS POSSK"TO T14E CONTRACTOR PROVIDED AND OWNER -APPROVED MUGATIDN LAYOUT PLANS. =THE MAY MARE MINOR ADJUSTMENTS TO THE LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FELD CONDITIONS. HEAD LOCATIONS SHALL BE FLAGGED AND REVIEWED BY THE OWNER'S RTF. PRIOR TO IMALLATON R COORDINATE BLEEWM AND IRRIGATION PIPE I HEAD INTERNAL PLUNKING RETALIATION WITH THE WORK OF OTHERS. & ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWNGS.(HOWEVER, F THE CONTRACT DRAWINGS ARGON SPECFICATIONSDO NUTTHORGUGNLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE CONTRACTORSHILLL FOLLOW THE NSTALLATNN METHODS BRED BY T14E MAMJFACT RF ALL SUCH LITERATURE FUST BE SIIBYTTED 2WEERS PRIOR TO INSTALLATION FOR REVIW ANDAPPROVAL BYnE LANDSOAPEARCIHTECL) 4. CNECKANDYERFYALL EWM AND PROPOSED SITE CONDITIONS. UTBDTESAND SERVNMPMORTOTAENCMIG. L LATERAL PIPING TO BEA MINIMUM OF 12 INCHES DEEP AND MAINLINES A MINIUM OF 18 INCHES DEEP. 6. ALLMAN LEE PIPING AND LATERAL PPE OF I -TT AND LARGER SHALL BE PVC(SDR 28/CLASS 160). ALL07HERLATeML PPE OF 14M• AND SMALLER MAYBE POLYETHYLENE, UNLESS OTHERWISE NOTED ON THE MANS. BUBOM CONNECTIONS ARE TO BE COPPER 7. ALL TEES AND EJ30M ON MAN L.NES SHALL BE PVC (160 PSB. 8. IRRIGATION EOLIIPMENT SHALL HUNTER FR041PRAy mEADs. Inlay VALVES, AND POP ROTORS. DO NOT INSTALL P OR 1r ROUND VALVE BOIIEL 0. ADJUST HEADS FOR GRADE AS NECESSARY. AFTER TNFORASS HAS SEEN ESTABLISHED AND ALL SE77lEAENTATHEADS HAS OCCURRED. 10. FIELD YERFY ownw CONTROLLER, BACKFLOW DEVICE. AND VALVES FOR PROPER FUNCTION. VERIFY RAN season AND IF ONE DOES HOT OW, NCLIIDE NEW UNDER BABE M. THE MAN ASSUMES THE DUSTING IRRIGATION SYSTEM 19 FUNCTIONAL III. USE TERM TAPE ON ALL THREJIOED JONTIL 12 CONDUCT PERFORMANCE TEAT N THE PRESENCE OF OWNER AND LANDSCAPE ARMTECr FOLLOWING COMPLETION OF SYSTEM I&MALLATON. 13. CONDUCT AND DEMONSTRATE WINTERIZATION AND SPRING STANT4P PROCESS TO OWNER N THE FALL OF COMPLETION. 14. LANDSCAPE ARCHITECT SHALL BE NOTIFIED TOVERIFY TRENCH DEPTHS BEFORE BACKFILLING. 1L OVEN -SPRAY OF THE IRRIGATION SYSTEM ONTO ADJACENTWADE AND ASPHALT FAVORS IS NOTACCEPTAHLE. 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBWrMOACOWLEIE MgATNNLAYOUTPLAN SETAND SUBMITTING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF FELD NSTALLATIDN. 17. COORDINATE LOCATION OF ROOFTOP -MOUNTED ATMOSPHERIC MOISTURE (RAN) SENSOR WITH OWNER AMD ARCHITECT. INCLUDE A NEW RAN SENSOR WITH THE NEW &TOTS CONTROLLER. 1L SUBMIT LAYOUT PLAN AND PRODUCT DATA TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO RMALLATION. IL EMOATTON BE SHALL INCLUDE III FALL SHUTAOWDN AND(1) SPRING STARTOP. 28. THM PROJECT WILL USE HUNTER IRRIGATION PRODUCTS PER DISTRICT STANDARD. 21. PROVIDETHEONNELw1IH AN A54MT PLAN, INCLUDING THE EUSTNG SYSTEM AS WELL AS NEWLY INSTALLED MATERIALS. 22. IRRIGATION CONTRACTOR TO CONDUCTFELD VERIFICATION OF THE EXWM SYSTEM MDR TO SIDDN6 OBTAINWORKING PRESSUREMND SSS OF PIPES TWAT WN. BE MODIFIED. R S ANIMATED THATMODFYNG THE EVOING SYSTEM E WTSIN ITB CEMENT CAPACITY. 21. IRRIGATION CONTRACTOR (F DIFFERENT THAN THE LANDSCAPE CONTRACTOR) E REQUIRED TO PROTECTTHE OWING MIGATE 6Y8TEM OUTSIDE THE WORN LINTS DURING CONSTRUCTION. WTTHN THE WORK LNTS, CAP LINES AND MARK LOCATIONS N THE FIELD. SUBMIT IRRIGATION LAYOUT PLAN SHOWING THE NEW HEADS AND PPE CONNECTING TO THE EKMTNO BYSIEL 21. MUTTON CONTRACTOR TO REMOVE THE EXISTING CONTROLLERS& RAN SENSORS AND REPLACE WITH A NEW HUNTER &CORE CONTROLLER AND RAN BMW PER DISTRICT STANDAGD. PROVIDE A PRINTED 8MII MAP OF ALL ZONES AFTER NEW CONTROLLER S WIRED AND TESTED. � (ighMIMSIRGA} SaanE�exo�e srerOaesr nhWL4RAFE '�wharerwxeAsoshew HSNexerhemsnws�oxrr �j Ix i +1TYPICAL SPRINKLER HEAD DETAIL IRRIGATION PERFORMANCE PLAN 2020 Elk River High School Parking Lot Improvements 900 School Street NW Elk River, MN 5533D Independent School District #728 11500 93rd Ave. N. Elk River, MN 55330 n WOLD ARCHRECTS AND ENGINEERS DDaDams,.,. sm.wmoo sw2Aa.Goa ssmr B!\S..IIYI ENGINEERS 6120 Earle &wm Dr., Suta 700 MIT—koolis, MN 55430 Pho Io:(763) 5434420 Fax: (763) 8930421 www.bkbm.com CONSTRUCTION DOCUMENTS m~rim ��wMM��rri r�n�ah �4 h.nxw� umnreen er arvaEmra cox.rr ,� oee: ouwams ai.dc ea Non IRRIGATION PERFORMANCE PLAN L1.002 Ir; MAMA�NRrwAw,swsA 1�,1 Ac.wwoM. - '� Tw. MuomrmN.r. ooM�rwaro DECIDUOUS TREE PLANTING - SECTION -_ t.wrrEsrs IIItllplfc tx�t.lf..T•aa. - 1wloluraolaxus .ao.arFA�arrr - Faaoturhrw� . A.IraatxrtOlµvp tea 11= 1 lE]If_ J E i ii-ii1 i 1E1 SorroM,MECTION - NEW TURF AGAINST EXISTING « Landscape Notes: 1. Tree saucer mulch to be Pour Inches (4') depth single -shred hardwood mulch for trees Outside of a plant bed. Install per "a planting detail 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, hie removal, proposed utilities & erosion control 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association OF Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule N discrepancies in quantities exist. 5. All proposed plants shall be located and staked Be sham. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the crientwill provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materiels brought on the site both before and after lnstallation. Schedule plant deliveries to coincide with expected Installation fine within 36 hours. S. All plant materials shall be ferdilzed upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant materiel growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, sal conditions, drainage or any other site condition that might negatively afed plant establishment. survival or guarantee, they must bring these deficiencies to to attention of the landscape archiled It client prior to bid submission. 11. Contractor shall establish to hill her satisfaction that soil and compaction conditions are adequate to allow for proper drainage atand around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material unfit time downer scoWancs. Any acts of vandalism ordamage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the ownerwth a maintenance program including, but not limited to, pruning, fartil¢ation and diseasefpest control. 13. The contractor shall guarantee newly planted material (including seeding) through TWO calendar yeas from the date of wriaen owner acceptance. Plants that exhibitmore than 15% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and dear/rodent protedion measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant Information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspection as required throughout the work process. 16. Plant size It species substitutions must be approved in writing prior lo acceptance in the field. 17. Replacement and repairs requested by the Owner during the warranty period must be made within 14 business days of the request 16. Landscape Contactor is responsible for coordination with the General Contractor, to prated the new improvements on and of-stle during landscape work activities. Report any damage to the General Contractor immediately. 19. Irrigation: Refer to Sheet 1-7.002 for the Irrigation Performance Plan. Submit Irrigation plan and product data sheets to the Owner for review and approval. Indicate connection points at the existing irrigaton lines, sleeves under paving, heads, and valves. Ensure the existing system continues to operate while parking let construction Is ongoing. 20. Turf Sod activity shall wnfomn to all rules and regulations as established In the MnDOT Seeding Manual, 2014 edition, for tui bed preparation, installation, maintenance, acceptability, and warranty. 21. The Landscape Contactor shall furnish samples of all landscape materiels for approval prior to Installation. 22. The Landscape Contactor shall dear and grub underbrush from within the work limits to remove dead branches, leaves, bash, weeds and foreign materials. Remove trees where noted on the civil plan, Including the stump to 30' below grade. 23. The landscape contractor shall contact Gopher Slate One Call no less than 48 hours before digging for field utility locators. 24. The landscape contactor shall be responsible for the removal of erosion control measures awe vegetation has been established to the satisfaction of the municipal staff. This includes sift curtain fencing and sediment logs placed in to landscape. 25. The landscape contactor shall be responsible for visiting the site to become familiar with the conditions pdwtD bidding and Installation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, at, - 26. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf shall have no less than 6' of imported top soil, areas designated for shrubs, bees, and perennials shall have no less than 12' of imported top soil, meeting MnDOT classifications for planting sal for bees, shrubs, and turf. Slope away from building. 27 La d brad must ih n ub�rede of all lanti areas after their excavation Is capable ofInBl7atng a minimum requiremerd of •nwaurearowlnl • xo nMTa..ahiavrertauaE • asMAla FMLL aPLE ar coo NiIADER •uFasrspwusErssRawa IETAMN£ a Be1D IDX®uiro ro mlvaT. PLANT SCHEDULE Oy6hsTORYmFEa CODE WTANNAL NMIE COMMON NA&¢ MM CONrAwm Olt X M Aso rtpum'NaYNvad' Nwlhwaad Mope LV GAL anti 4 w9GkT1IWIRES T 141 oz. Or Ouwar NPxhwnhdom 2.PCd B&9 3 ORMANTALTREES CODE 00TANrG NANE CDMMDNNAME M COWANER OTV 1 SffBRERN RTATQIBG+IOralaalT011at l&nRM6&6m0aLratIDLDIEIDMLGWRANEMDUdINM si Sylop m#edM'Iay Bok' NW INk JApwww Trw Ute 2•q, Clea 5 GROMDcoyets CODE BOTMCAL NAME COMMON NAME 811E CONTAINER aPACJNO QlY �r�. PA Pot Na4 ky Bk"- T'saw pa-M-A&*e eo0 1. Refer to Sheet 1.11.001 for Landscape Layout Plan. 2. See Civil Engineer's plans for site plan layout and dimensions. 3. Contractor to coordinate all work In file city right -0t -way with Sherburne County & City d Elk River Pudic Works Departments. 4. Protect existing trees to remain from damage during conshuctioh. S. Place topsoil or slope dressing on all areas dlsanhed by eonshuetlon, Ind ding right-of-way boulevards, unless specified otherwise. See spedficatiors. 6. Rarer to Spedlicallons for addabnal information. 7. Ensure new sod is paced to match lhatdHayer elevation of adjacent, existing tudto remain. All fine grading of sod areas shelf be to responslbitty of the sod sub-mirbactor(s), including subad Field verify disturbance upon mobfi®ora - actual sod areas may differ from anticipated limits shown on plan. 8. Irrigation: The landscape contractor Is required to sleeve under new pavement and extend Irdgation Into parking Id Mande. Conned to Pre existing Irrigation system at Bre High School. Field verify existing system main Ilea loea0on, controller capacity, and submit proposed Mpation plans to the Ownerfor review. 9. New trees to be staked with sub- dace tree bell anchors per Detelf 1. Above -grade stakes & guy wires are sbidiy prohibil CONCRETE PAD PER CML PLANS. FIELD VERIFY BIKE HOOP LOCATIONS PRIOR TO INSTALLATION. SUBMIT CUT SHEETS FOR COLOR SELECTION ! SEE SHEET L1.001 FOR LOCATION. G V a ° � erwnas v? rxerAAra RMVEW: SOtEIPoCVkW. DROP ON�t.Y. I ° W�Ijw�Em lf HIGH SCHOOL BUILDING (10) Proposed Bicycle Hoop Rados Flag Pole Cluster- See ArchAedurd Plarts Refer to CA Plans for location of Selvaged Benches. 0 ^i IIs' W, I..I ]� W MAIN ENTRY SITE FURNISHINGS ENLARGEMENT: SCALE: I" - 15'-0' NORTH Fence Gate Schedule: GATE TYPE •A': PAIR OF 64' WIDE SWING GATE PANELS, LOCKABLE COLLAR, & CENTER CANE PIN SET IN CONCRETE. GATE TYPE'S': STANDARD V -O" W IDE SWING GATE PANEL, LOCKABLE COLLAR. NOTE: SUBMIT SHOP DRAWINGS FOR ALL GATES & FENCING. n scape con or prove a ope s p n9 114 -inch of water per hour prior to Installation of plant materials, topsoil, irrigation, weed mat. and mulch. Planting areas not capable of meeting this !�°w sreT� coo`\ .UN:�Sn Are" requirement shall have 4' diameter % 48' depth holes augured every 36' on -center and filled with MnDOT Free reining Coarse FINerAggregate. Iy&-o.o.�Ol4s AND \ Re -lest sub -grade percolation for compliance to Infiltration minimum requirement (MLV•nPC• IOIaM. f � M61ROrabLLWpl0.a RxaFroOv.mlNloNe � :-�CONNEDTION 28. Landscape contactor to provide nursery pull list (bill of lading) including plant species and sires shipped to to site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic swains ofthe neonieotinadfamily AaarEimmae sATW _ ~: al l �.=A Including aoemiprid, clothianidin, imidadoprid, nitenpyam, ni8hiazine, thlaclopdd and thiamdhoxam. ALLMIMFAMBCANDFENCEPOSTSrNMCwARE 'j' M' te LANDSCAPE DETAILS, NOTES, AND SCHEDULES: Rl6Nf EIFyi1TIDN: „` - 1 NtiEEIEVATON: TIT W41M WDW0=RltxNm2SS O.WIM. Oe TOP, BOTTOM RMS: 1Se'OD.SWQG&LV. Ft W lf GATEYwE-u•aC. na1NkW) ENa1REROUNDED TYP. TOPPIPE FUILY4VEDED OR COUPIM. MAND9W8PROIRUSM HARDWARE LOOP OAP LINE POSTS: 6-W ON -CENTER - GATASHEMFORREVEW&APPROVAL. WFOR+OwO9E80EOMIMETVIDrr Posr rJw , RALMI _ _. , 1-_fOS'rBM'D. TrP. w9GkT1IWIRES T 141 oz. l 2p�pdL`w GGB0. C \ } - _- -�9A', IYP. 11611MaEMOdKaTOaWMKFKN6ti9'afDODe. i MIUCNFD SUCMLENGCEERSPIANSFURFENCE LAYOUrAND GATE LOCATION6 GATE&TRUNALPOSTS: F N'twuEm. S1?oD.SdIIOGALV. FIVE 1 SffBRERN RTATQIBG+IOralaalT011at l&nRM6&6m0aLratIDLDIEIDMLGWRANEMDUdINM `BICYCLE HOOP INSTALLATION DETAIL n scape con or prove a ope s p n9 114 -inch of water per hour prior to Installation of plant materials, topsoil, irrigation, weed mat. and mulch. Planting areas not capable of meeting this !�°w sreT� coo`\ .UN:�Sn Are" requirement shall have 4' diameter % 48' depth holes augured every 36' on -center and filled with MnDOT Free reining Coarse FINerAggregate. Iy&-o.o.�Ol4s AND \ Re -lest sub -grade percolation for compliance to Infiltration minimum requirement (MLV•nPC• IOIaM. f � M61ROrabLLWpl0.a RxaFroOv.mlNloNe � :-�CONNEDTION 28. Landscape contactor to provide nursery pull list (bill of lading) including plant species and sires shipped to to site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic swains ofthe neonieotinadfamily AaarEimmae sATW _ ~: al l �.=A Including aoemiprid, clothianidin, imidadoprid, nitenpyam, ni8hiazine, thlaclopdd and thiamdhoxam. ALLMIMFAMBCANDFENCEPOSTSrNMCwARE 'j' M' te LANDSCAPE DETAILS, NOTES, AND SCHEDULES: Rl6Nf EIFyi1TIDN: „` - 1 NtiEEIEVATON: TIT W41M WDW0=RltxNm2SS O.WIM. Oe GN REOLLVANIZMWALLFENMFARRIC ONTlEOUTSIDE OTNEFENCEFaMIE. amaTSN1PDRAWNGArDPR000CT _ -1 AIR.DMVEUIE I -III I I WILDEP 11 L -I1 - DE Pat OWNEDaMIlAaMURSrORAWAC WWINl01 GATASHEMFORREVEW&APPROVAL. WFOR+OwO9E80EOMIMETVIDrr = i T , AND WSKLATIONFORSVEAR&0MNMu4 �Kit GATE tODRNERPoSIS 11611MaEMOdKaTOaWMKFKN6ti9'afDODe. SUCMLENGCEERSPIANSFURFENCE LAYOUrAND GATE LOCATION6 M014.000PSI CONCRETE. IFDIA HOLE. 1 AR1aTR0IXWI0Rj11Bp�WNTKTafRiaOikNa6 1 SffBRERN RTATQIBG+IOralaalT011at l&nRM6&6m0aLratIDLDIEIDMLGWRANEMDUdINM `BICYCLE HOOP INSTALLATION DETAIL %+�7 CHAIN LINK FENCE DETAIL _ Nmro� ro� - - 2020 Elk River High School Parking Lot Improvements 900 School Street NW Elk River, MN 55330 I Independent School District #728 11500 93N Ave. N. Elk River, MN 55330 n WOLD ARCHITECTS AND ENGINEERS terns. w+ssePi .,re�� I rm conn BKBM ENGINEERS 6120 Earls Brawn Dr., Suite 700 Minneapolis, MN 55430 Phone: (763) 8430420 Fax: (763) 843-0421 www.bkbrn.com CONSTRUCTION DOCUMENTS rrqmNy wteY�., y�r�um„Iwns�e N �� ansawr conA �eExxLr�aa xNTraeRo Pu w.e. Clow o-cmAvmao � ovmamm Dra�ir MF aMa� aH Nva LANDSCAPE DETAILS + NOTES L1.003 6120 Earle Brown Drive, Suite 700, Minneapolis, MN 55430 763-843-0420 3507 Ringsby Court, Suite 105, Denver, CO 80216 720-515-9807 www.bkbm.com February 19, 2020 Zack Carlton City of Elk River 13065 Orono Parkway Elk River, MN 55330 Re: 2020 Elk River High School Parking Lot Improvements Dear Mr. Carlton: Please see below for responses to City staff comments received on February 5, 2020, in regards to the Conditional Use Permit for the Elk River High School Parking Lot project. These comments and subsequent responses were reviewed with City Administration as well, on February 18, 2020. We appreciate the continued collaboration and process to find solutions that work for the District as well as the City. Let us know if you have any comments or require additional information at this time. 1) The access to the site on the west side of the parking lot will be modified to accommodate right turn only traffic. 2) Currently, the District does not intend, or have the means necessary to relocate drop-off or pick-up. If upon the completion of the parking lot project, backups continue to occur in School Street, the District will work with the City to come to a resolution on this matter. 3) The School District was not involved in the reconstruction of the Lions Park Drive. As indicated by Justin Femrite during a meeting with the school district on February 18th, the repairs to the traffic signal will be completed by the city. 4) The proposed 30” line has always been anticipated in order to maximize the capacity of the existing 42” sewer line running under Lion’s Park Drive. Per BKBM’s discussion with Justin Femrite on February 18th, the proposed sewer line will be acceptable. 5) Currently the drive lanes leaving the parking lot are angled and 11’ wide. In addition, the curb radius at this corner is 10’. The proposed drive lanes will be perpendicular to School street and are each 14’ wide. The proposed curb radius at this corner will be 15’. The revised entrance should improve or eliminate cars jumping the existing curb. 6) Noted for areas within the project extents. 7) The School District does not currently have plans to install electrical vehicle charging stations at any of the schools. If conduit is needed for EV charging stations at any of the designated ice arena stalls, please indicate where the proposed conduit is to run. 8) Noted. If you have any questions, please contact me. Sincerely, BKBM ENGINEERS Kevin Bohl Direct Line: (763) 843-0427 13065 Orono Parkway Elk River, MN 55330 763.635.1000 ElkRiverMN.gov February 5, 2020 Thomas Baranick ISD 728 19072 Triangle Road NW Elk River, MN 55330 Dear Mr. Baranick: City staff has reviewed the updated parking lot plans related to the Conditional Use Permit application to reconfigure the parking lot at Elk River High School. Please review the following comments and provide a response letter. Any unaddressed comments will be incorporated into conditions of approval. 1. Parking lot exit proposed on the west side shall be a right out only with necessary infrastructure to limit left and through movements. Only one lane should be shown exiting at this location. The traffic signal shall serve as the only left turning point from the site. Previous layouts and traffic modeling identified the need for a single, signalized left turn lane being adequate to serve the movements. 2. With the parent drop off being moved to the north side of the building (access off of Jackson Street), the eastern ‘entrance’ is probably not needed in the configuration shown. Post project, enforcement may be needed to assure there is not standing/queuing of vehicles in the School Street traffic lane. 3. Based on previous discussions, the traffic loop detectors and other parts of the traffic signal infrastructure were removed or altered with the Lions Park Drive reconstruction. These items will need to be reinstalled or reconstructed to ensure proper traffic signal function. Would it be beneficial to look at using camera detection or creating a timing sequence to improve signal cycle timing during peak school hours? 4. Per previous discussions, it was the city’s understanding that the proposed multi-purpose building storm sewer improvements provided adequate storm sewer sizing and conveyance for the proposed parking lot improvement. Improvements shall be made in the parking lot to reduce the volume of storm water leaving the site to eliminate the need to install a larger pipe under School Street. 5. Modifications may be needed to the existing School Street/ Lions Park Drive intersection. Southbound vehicles exiting the high school parking lot often run over the curb and existing manhole while turning right. 6. ADA improvements will be required at all existing and proposed pedestrian facilities including installing a new compliant APS system at the traffic signal. 7. Staff recommends including conduit for future installation of electric vehicle charging stations. 8. It is understood that the new lighting system utilizes smart LED technology to manage the light levels at different times of the night. Automatic adjustments to the light levels may occasionally result in situations where the city standards are not met but would be when motion is detected. No concerns. Please return responses to city comments by February19, 2020, for inclusion in the Planning Commission packet on February 25, 2020. The City Council meeting will be re-scheduled to March 2, 2020. Sincerely, Zack Carlton Planning Manager 763.635.1035