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IiiANHASSEN PI,ANNING DEPT
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CIW OF CHANHASSEN
RECEIVED
JAN 0 4 201s
PROPO6EO
DRAINAGEAND UNLIry
EASFMFNTS ARF SHOWN THI]S:
CHAI'Ih|ASSEN PLANNING
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PRELIMINARY PLAT PREPARED FOR:
JERRY CONE
6320 Minnewashta Wood Drive, Excelsio., lvlN
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Colson Cuslom Homes Ilfu Co..,
216 Waler Steel @O Rd Cdar poinr Ro&Erelsor.MN 55331 Ex@ss MN 55331
Ailn Rodnoy Cobn 612-27S871
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COMER ADDITION
CITY OF CHANHASSN, CARVER COUNW, MN
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CHANHASSEN PI.ANNING DEPT
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PRELIMINARY PIAT PREPARED FOR:
JERRY CONE
6320 Minnewashta Wood Drive, Excelsior, MN
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Etcdsior, MN 55331 Erce$d, MN 55331
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COMER ADDITION
CITY OF CHANHASSN, CARVER COUNTY, MN
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CITY OF CHANHASSEN
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JAN 0 4 20t9
CHANHASSEN PI.ANNING DEPT
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JERRY CONE
6320 MINNEWASHTAWOOD DRIVE
EXCELSIOR, MINNESOTA 55331
LEACH AODITION
38OO RED CEOM POINT
CHANHASSEN, MINNESOTA
DETAILS
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VARIES
1O BEYONO
FUruRE
FOOTINGS
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SILT FENCE OR
JAN 0 4 2019
GEilERAI6RAOIre rcTES:I SPECIFqTIdSAPPtIdBtEFSTHISPRQECI:CURREMSTANMROSPECIFqTPNSFORTHECIfrOFCHANHASSENANDTHEUTESTMINNESOTAEPARTMENIOF
TRANSTMANd SPECIFIqTONS Fd BIGHWAY @NSTRUCION
2. TnEmACTORSH&LNOtry"@PHERSTATESEq["4rcURSpRrqTOAWEXqVATpN.O.@252.116]3 THEqADINGdTRTTORSHATIFIELOVERITALLL@IqSANOETEVATIONSOFUNERGROUNOUTITTESWTHfIIIT@PANIESPRIMTOANY
@STRUCTId, ANO IMMEOIATEIY NOIR THE ENGIN€ER * ANY qRrcTS
.. THE@SINGCdTRTIORSHATIPRdIOETTMDMIWEqTHESITEATATLTIMES,
5. SIXINCHEsOTTOP$ITSHALTBEIilCORPORATTDINTOTHEfIN4GMOINGORFOURINCHEsOT@PTRCENT$NDND{OPEfi'TNT'OMPOSTMIXMUsTAERIPPEDINIOq6NNG
9IT MTERISIO A DEPIH OT IEN IilCHIS ON THE SITE,
6. THE AUIOIre PAO MGT BE PROVIEOWfr A rcSIVE @TAil BIS rcRKSHALL BE INCIOENTAT]OTHE GRAOING CONTRACT.
7, ANYSEOIMEIREMAINIilGINPTEAFERBESIITENCEH6BEENRErcVEOSULLBEDRE$EOTOCdFORMMHTHEEXISTINGGME,PREPAREOANOSEEDEO
ORS@EON OIRECTEO BYTHE Ory ENGINEER
A, PERMITE€MUSTMINIMIZESOII@MPACION.ME]HGOFMINIMIZINGSOILCOMPACTIONINCLUOEBEUSEOFTRACKEOEOUIPMENTANOSTAYINOOFFAREASTOBE
LEftCOMPACTED AREASOFCOMPrcTEOSOLWLTBEREMryEDORL@SENEOVIATILTINGIOAOEPBOFNOLESSTHAN6INCHES.
ERGION @MrcL NOTESI
1. ATT ERGDN @TROT NOTEO ON frE APPF@ED PUN SHAU BE INSTALIEO PRIq TO THE INThTDN OF ANY SIT€ GMOING Nd@PTINCE WTH THE GMDING
AND ERGION dTROL PUN SHATL CSSITUTE GrcUNS FOR AN OROER FROM NE CIry ENGINEER TO HATT ALL EARTHWK ANO REUTEDCdSTRUCTId ON Rt
stE.
2. ALT EXUEO SOT AR* MUST BE STAAITUED 6 Sd 6 GSISTE TO ELIMINATE SOIL ERGION BW IN NO CSE UTER frAN 1' UYS AFER dSTRUCTId
^ TINffATTRNqSTAESTE HAOTEMTRARILYd PERMNEETYC*ED3 THE Nd& WEO PERIMETER OF ANY TEMUARY OR PERNENT ORAINAGE DTCH OR SWAIE fuI ORAINS WATER FROM THE SIE, OR OIEMS WAGR AR@NO
A SM MUST BE SiAEILtrEO. STABILIANd MUST BE @PTETEOWTHIN 24 H@RS OF @NECNNGTO A SURFrcE WATER, rcffiDNS OFNE OTCH ffAT ARE UNERdSTRUCIq MUSI BE STAAILEEDWTHIN 24 rcURS AfrER BE CdSTRUCNd rcTMT IN AAT rcRNd HS CWEO!. SEOIMEM CdTROL PFACTICES MUST MINIMT SEOIMENT FROM EEERIre SURFACE WATERS, INCLUOING CUSA ANO GUTER SYSTEMS ANO STORM SEMR INLETS5 SEOIMEffiCqNOL PRrcNCES MUST BE ESTABLISHEDON ALL I)(MGRAOIENT PERIMftRS 8ErcRE ANY UP<RAOENT UNTOSTURBINGACNMNES BEGIN THESE
PRACTICES SHALL REMIN IN PUCE UNTILTHE Cfl rc OffiRTINEOTHATTHE SITE SOITS HAVE BEEN PERMANENIY STABILIZEO
6, AL! STORM ORAIN INLETS MUSI BE PROTECTED 8Y BEST MANAGEMENT PRACTICES AS SH(M IN THE MGT CURRENT EOITION OF 'CIry OF CiANHNSEN STANOARO
SPECIFICATIONS AND OETAIL PUTES". OURING @NSIRUCTION UNTIL ATT SOURCES WTH rcTENTIAL FOR OsCHARGING TOTHE INLET HAVE BEEN STABILIZED
7, PIPEOUTLETSMUSTBEPRdIDEOWTHTEMTRARYORPERMNENTENERGYOSSIPATIONWTBIN24AOURS#CONNECTIONTOASURFACEWATER,
6. INOROERTOMINTAINSBEETFTilANOMINIMIzERILISANDGULLIES,THEREgHALLBENOUNBROKENSLOPELENGTHOFGREATERTHANSFEETFOASLOPESWTHA
9. TEMrcRARY ST@@ILES MUST HAVE EFFECTIVE SEOIMENT CdTROLS IN PUCE TO PREVENT OISCHARGE TO SUFFACE WATERS INCIUOING STORWATER
@VEYANCES SUCH AS CURS ANOGUIER
lOSITE ACCESS Rq6 (EMRANCES TO CONSIRUCIIq s[ES) SHALL BE GRAOEO OR OTHERWSE PROTEqEOWTH SILT FENCES, OIVERSION CHANNELS OR OIGS AND
PIPES TO PREVENT SEDIMENT FROM EXfiNG frE SITE VIA frE A@ESS RqD. PRIMARY SITE A@E$ Rd6 SHATL BE SURFAC€O WTh CRUSHED R@( OR @D
CHl6. ilE R@X ENnANCE SHALI EftNO FOR A MINIMUM OISTANCE OF 75 FEET (1S FOR @D CHlre) BEGINNING AT EXISTING PAWOSURFACE: LEreTH UY BE
REOrcEO OR GreTHENEO AT THE OISCRETION OF ilE CIil ENGINEER MSED UM STE @SIOERANdS ALL dSIRUCNq TRAfrc SHAI WTZE NE ENTIRE
LEreft GIHE R@K ENTRANCE
11 SOI TRrcGO FROM THE SITE BY rcTOR VEHICLES sHA[ BE CBN€O MOT PAVEO RqMAY SURFrcES AT LEST MILY OR S NEEOED frRdGH@T ftE
OUMTON OF @SiR@TId RqMAY CLEANING SHATI BE THE RESMSIBILIry OF frE PARfr OR PARf,ES AAVIre A PERMIT MH frE CIry. IF frE TRrcKEO g[
E rcTCENEO IN A iMELY MNNER, THE CN MAY EECTTO CLAN THE SURFACE ANO INrcEE NE RESUSIAIE PARry
12,OURIilG OSTRUCTIq OF AN INFIIMAION OR BSILTRANON SYSTEM. RI@ROUS PREVEffid ANO SEOIMENT @NOS MUST AE USEO TO PREWNT THE
DI$HARGE OF SEOIMENi INTO THE INFILNAIONEIOFILTMTId AREA, INFILTRATDNEIOFTTMTId ARSS MUST Nq BE EXqVATEO TO FINA GMOE UNNT NE
CdTRIAUTING ORAINre€ AREA(S) Hrc BEEN @STRUCIED ANO FINALIY STABILIZEO INNLMATOMIOFIITMIIS ARES SHALL BE PRdEqEO FROM HAW
EQUIPMEMOP€RANq
l3,DEWATERING OR ffiIN ORAINING (E G , PUSPEO OIrcHARGES, TRENCBOICA CUTS FOR ORAINAGE) REUTEOTO THE qSTRUCTId ACTMryTHAT MY HAVE TURBIO
OR SEDIMENT UOEN OISARGE WATER MUST BE OISCHARGEOTO ATEMrcRARY OR PERMANENT SEOIMENTATION NIN ON THE SITE MENEVER rcSSIBLE.IFWATER
CANNOT BE DISHARGEOTO A SEDIMENTANON reIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WTH NE APPROPRIATE 8MPS, SUCH THAT ThE
OISCHARGE rcES NOT AOVEiSELY AFFECT THE RECEIVINGWATER q MSTREAM UNI)MERS.
l4,INLET PROTECTId DEVEES ANO ALL PERIMETER COMROLSHALL BE ilAINTAINEO ONCE SEOIMENT ACCUMUUTES TO A DEEH ONE-THI80 OFTHE OESIGNED qPAqW,
l5,DETENTIONBASINSMAYBEUSEDreTEMrcRARYS€OIMENTRETENNONOURINGTHE@STRUCTI@PHASE UMFINALSTAALIATPNANDAEFOREFINALAPPR@AL,
A@UMUUTEO SEOIMENT MUST BE RErcVEO IO R€STORE THE REOUIRED PERMANENT ML VOLUME IN THE DETENTION AREA ANO AN N-BUITT SURVEY SN@ING
THIS MUST BE PRdIDEO TOTHE CN.
16,WOR(SITES MUSTAE INSPEqEDONCT flIRYSEVEN OAYSANDWIHIN 24 HOURSOFA I,O Iil'H MINFALT&tNTTO A$UNE ilATATLSfDIMENTANOTROsION CONTROLTLTMINTS
AREWORKING EfFEOVEIY,
17,IN5PEqION ANO MAINITNNCE iECONOS MUST 8E MINTAINEO ANO RTIAINTD UTH IHE EROSION CONTROT PUN, UrcN REqUIST, THE INSPCOO( RECORDS MUST & &Dt
AVAUAI TO THt Ctfl WtrHtN 24 HOUiS.u.iii-oii-iw tbi,i;oirci idpoibi-i i,u ro rrt qwER couln sorl AND warrR coNsERVATroN DrsrRro oR orHEn rNTtrrs. THr crn MAy ps rHE cosrs oN rlulw 0F CHANHASSEN
19.THE APPIEANTOR ITS AWHdIzEO reEffisHALL NdI*NECIW IN MMNG ATNE FOl]sNG rcNE:a oN@Mp*lrer,sraunddpERrMEle. ERGrdANosEuMENr r.r-*"oo.'"'""-" -_ RECEIVEDB ON @MPLETIre UNMETURAIre AC11WES AND PTNG IIO PUCE MEASURES FOR EML SdL STABILATDN AND REVEGETANON.
C ffiENryER ANY SM OEWATERING IS PR@ED TO TAKE PUCE,
O MENIHEStrE HN AE€N PERilANENTLYSTABILZEOANOREVEGETATED,
E. MENATTTEMTRARYER6DNANDSEOIMENTANONCONTR4SHAVEBEENREMOVEOFRilfHESTE,
2Z(WACT PERSOil Fm SIE CIEANIINESS ANO MAINTENANCE OF THE EROSON AND SEDIMENT@NTROLS:TaD
23,MINNEMHACREEKWATERSHEO OISTRICT, 52 471 6S
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JERRY CONE
6320 IVINNEWASHTA WOOD DRIVE
EXCELSIOR. MINNESOTA 55331
LEACH ADDITION
38OO RED CEDAR POINT
CHANHASSEN. MINNESOTA
GRADING, DRAINAGE &
EROSION CONTROL PLANxu:a_wk_C2 or C2
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