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<br />110' ~ 6~ STORM
<br />W INV=781.5
<br />E INV=780.5 ")"J
<br />-~-~_.______ ^'f'~'
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<br />~ FIll TO 785.2
<br />15' FROM FOUNDATION
<br />
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<br />~.; UCAlDA RESIDENCE. ..
<br />"" ~ LAKE SHORE DRI' t.
<br />EX. flOOR a.. 784.10
<br />RAISED flOOR El-788.JO
<br />(TO BE RNSED BY 4.20 FT)
<br />EXPOSURE El",786.80
<br />
<br />I
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<br />l~:/ ~OM FOUNDATION ~
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<br />
<br />ADJACENT PROPERnES TO BE
<br />R040\m OR RECONSTRUC1ED
<br />iN ACCORDANCE VdTH THE
<br />DANE COUNTY flOODPlAIN
<br />ORDINANCE. WORK IN
<br />SlOCYARO TO BE
<br />COOROINAlED VdTH ADJACENT
<br />PROPERTIES.
<br />
<br />o 10
<br />T"k-.-.-.-.
<br />
<br />20
<br />,
<br />
<br />(%)<;> TO OBTAIN LOCAllON or
<br />, PAATICW#lTS'uwornGROI.Itro
<br />..J.: FAOUTlES!lfFQR[YOU
<br />. OIGIH'/lISCONSlN
<br />
<br />LAKE KOSHKONONG
<br />
<br />lAKE EL",77~.28 (NGVD29) 08/06/2008
<br />APPROXlt..4A'fE flOOD HIGH WATER EL-"'78S.13
<br />f1RM RFE=784.2 (NGVD29)
<br />
<br />CALL DIGGERS H01lJNE
<br />1-800-242-8511
<br />TOLL AlEE
<br />1OO(fOR lHt HtAR!HG lW'AJRIDX800)54:hZ2:B9
<br />'/ItS. STAruTE 182.0175 (1974)
<br />RHIUlRESl.IlN.<<Zw:lRl(OA'!S
<br />NOllCE BEf()R[ YOU EXCAVATE
<br />
<br />-
<br />/
<br />
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<br />
<br />78~-
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<br />
<br />~fIIl.T0785.2
<br />15'rn: FOUNor
<br />
<br />I
<br />
<br />VACEK RESIDENCE
<br />360 LAKE SHORE DRIVE
<br />EX. flOOR El"'784,27
<br />RAISED flOOR EL.. 788.30
<br />(TO BE RAISED BY 4.03 FT)
<br />EXPOSURE EL""786.80
<br />
<br />"
<br />
<br />"
<br />
<br />78
<br />
<br />783
<br />
<br />I
<br />
<br />dt TO 785~L
<br />. OM ~~A;JJN
<br />.l781":-' . /
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<br />r7Y/~(,
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<br />2'MlNlI.IUI.I
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<br />"'. ~ tlqi TO BE RECONS1RUC1ED
<br />. L ". .J;tf_ 10"'" Of' At.8ION PER
<br />__ - - AUCUSQ;' 2006 -lOWtLHEETING
<br />l.A.ke /~)~._~':':
<br />ShORe ------.
<br />'\ DRIVE:
<br />\
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<br />---On _n /
<br />-------------------------------~--~~
<br />
<br />STONE
<br />CONSlRUCTION
<br />ENTRANCE
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<br />~'\ 110' - 6~ STORM
<br />~*''t W INV"" 781 8
<br />'~ E INV=7808
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<br />"- flLL TO 785.2
<br />1~ FROM fOUNDATION
<br />, "
<br />
<br />1
<br />
<br />MA TUSEVlCH RESIDENCE
<br />362 LAKE SHORE DRIVE
<br />FlRST flOOR El - 787.87
<br />GARAGE stAB .. 787.20
<br />EXPOSURE El... 786.30
<br />(EXISTING HOUSE TO BE
<br />DEMOUSHED AND REPLACED)
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<br />SIlT FENCE CONS1RUClION (SHEET FLOW)
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<br />
<br />sroNE CONS1RUClION DlTRANCE
<br />
<br />EROslON NOm;, ~-;;l,OOt>~OOQ~
<br />THE SiWE CONSTRUC'llON ENTRANCl:: SHill BE lNSTAllfD PRIOR TO mY-~~be"'1lON. nll::
<br />m.o,CKING PMJ IS TOB( "'AmTA/NED BY 1HE CONTRACTOR INA CONDITION. \'diICH 'Mll PREVENT
<br />THE iR.o,CK or 1.100 OR OIlY SEDllltENT ONTO "THE MJJACCNT PtJBUC STREf:1"S- SEDIMENT
<br />RtAaiINGTHEf'UBUCROAOSl-lAll.BEROIO\ffiBYSTllfETCtEANING{NOTHYDRAUUC
<br />fWSl-lING)OCfOREMENOOfEACtlWORK!MY.
<br />EflOSlON CONTROl. Ol:'.I(:ESSHill BE INSTAlllD PRIOR TO Cl'lAOlNG ormAn-ONS}.NO SHAll BE
<br />PROf'fRLY MAlNTAlNEJ) fORMAXlI,t\lM EffECllvrntSS UNTIL ~Al1ON JS ESTABU5HEO. All
<br />EROSION CON1RCl:'loltAslrnts ANO smuCnJRES srn'<lNG THE SllE MUST B( INSPf:CTfJ) AT IL\ST
<br />WEEKLY OR. IIIffitIN 2:4 HOURS Of A 05 INCH JWN EVENT. All. l.lAllflENmCE W.U rOll.OW AN
<br />INSl'ECllON WITHIN 24 HOURS.
<br />OlSruRBED AREAS \lIll BE lEIoIl'ORARY MUlCllED WITHIN S lolQNlHS Of INiTIAL OlS1\JRBANCE AND
<br />PERMANDHlY RESTORED YIlTHJN 1 'l'UI..'l.. OlS1lJR8m SLOPfS GREATrn "THAN 20" WIll SE
<br />ID.lPORARY I.IVLCHED WlmN 7 DAYS AND PERIoIAAENlLY RtSTORED WlTI-llN :so DAYS,
<br />EROSION CONTROl. IS "THE RESPOHSletUTYOF THE CONlRACTOR UNllL ACCEPTANCE Of THIS
<br />PRo..ECT. EROSlON COtHROl. loIU.SURES M; $HOi'IW SHALL BE THE MlNWIo4 f'R(CAUllONS mAT
<br />wu. BE AtlO\\m. THE COtflRACTOR 5HAU. BE R(:Sf'{lNSlBLE FOR RECOGNlZlNG AND CORRECTING
<br />All EROSION CON1ROl PROllI..OlS THAT ARE A RESJl.T Of CONSTRtJC1lON ACTI'I1TIES- AOOlTIONAL
<br />EROSION COtHROl. 1.!EASlIll:ES. IS REOUESiED IN YlRlllNC BY tHE STATE OR LOCAL INSPECTORS,
<br />OR THtOEVELOPER'SOlGINE1Jl.SHAlL BE INSTAJ.UI)'MTHiN24HOtIllS.
<br />
<br />nldE" SCHFntU F!
<br />()(CEMarn1-O-ECilffiERI5,2000
<br />
<br />INSTALL INITIAL EROSlON CONTROl. ocv.Cf:S AND
<br />RAISE HOUSE.
<br />COI.IPlETE CONSTRUCTION, flU. AROUND
<br />STRt.ICTUREAHDRESTORE01STUR:aEDAREAS.
<br />
<br />OCCEMSER 15. 1008 - OCTOllER 15. 2009
<br />
<br />M'S'mRATInN NO~
<br />~~~~gru::O~SH~=~t,1I:'~ :r1~R~~~~rr~~
<br />PLANTING AREAS. RESTORATIOU WlU. OCCUR AS SOON AfTER llfE DISllJRBANct AS PRACTICAL
<br />\lO OCTENTION NAlM:: SEll> 1ol1l(flJfll:S SHAlL BE USED FOR TI-J( StnTOU Cf' THE DDENTION
<br />POND. SlID IollXl\JRE 40 SHAlL BE USED oN AlL OTHER OlSTUflBED AREAS. ~1)(fURES $HAll.
<br />llE IN ACCOROA.'lCE WITH SECTION 630 OF D.O.T. SPEDflCA1lONS. AH EOUAL AMOONT Of
<br />ANNtJA1.RYlC(:RASS9iAlLBEAODEl>Tl) 1HE 1.I1X.
<br />
<br />SEED Mll(UJRES SHill BE Af'f'UED AT "THE RATE Of FOUR (4) POUNDS PER 1.000 SQUARE FEET.
<br />fElI.TIUZERSHAll BE APf'UED AT THE R.o,lE 01' fOUR (<4') POUNDS PER 1.000 $CtlARE fffJ.
<br />I.IUlCH SHAlL CONSlST Of HAY DR Sll'lAW Af'PtlED AT THE RAT!': Of Z TONS PER ACRE.
<br />fER'llUUR SHALL Io4UT THt 1.I1Na.w~ REQUlRDlENTS mAT fQU.OW; NITROGEN. NOT LESS THAN
<br />16:!(;P:H0Sl'H0RICACIO.NOTLESSTHANS:!(;Pl>TASft.NOTLESSTHANS"-
<br />
<br />llW/lm:;.
<br />KAREN VACEK
<br />N3003 COUNTY ROAD U
<br />WATERTOWN. 'III SJW8
<br />
<br />ENGIN~
<br />QOAlol DIGlNlIRlNG. tlC
<br />Am, RYAN. ooAM
<br />4893l.ARSON: BfACH ROAD
<br />MCfAAt.ANO.Vrt~
<br />
<br />IIlllEli:.
<br />
<br />1) OATE Of lOPOGRAPHlC FlU.O WJRK, NOVEIolBER 5, 2008
<br />
<br />2) ELEVAllONS BASED ON WAlER ELEVA"TlON OF tAKE KQSHKONONG PtJl3USHED IN REAL-TI),!E
<br />BY THE U.s.c.s. 00/06/2008 (U.s.c.$. RO.L-TIM( LAl<f: ELEVATION. NGVD29). F1R~
<br />Rn:_7M2{t<CVll~}fROWJ.lAl'5S025COO5OF.
<br />3) 1HE HIGH WATrn loWlK FRClI.I1HE ..uNE 21. 2008 FlOOO WAS RECORDED BY 1H<: USGS.
<br />AS 785,13-. 1HE UEVAllON WAS \UWlED FR()J.l EYfOOlCE ON BtllLOING SlRUCllJRES AND
<br />1ESllMONY FR04J AREA RESllIDlTS.
<br />
<br />4) NO ATlEIolPTHAS BEEN \.lADE AS A PART 01' TI-1lS MAP TO oaTAIN OR 5HOWOATA
<br />CONC(RMNG fXlSltNC(. SIZE. [)(P1H, CONDllJOW, CAPACITY. OR LOCAllON Of 1Mf UWTY OR
<br />IoIUNIClPAL/PUl'lUC SElMCE rAClUTY. fOO IIIFORloIAllON REGAROlNG lHESl:: UTIUTlES OR
<br />fACllJTlES. PlEASE CONTACT THE Al'I'ROf>RIATE AGENCIES.
<br />5) SURVEYOR HAS lolAOE NO WVESTlGAnON OR JNl>EPENOENT SEARCH fOR EASOIENTS or
<br />RECORD. ~CES, RESTRICTIVE COVENNfl$, OMlERSHlP TInE EVlcrnCE:. OR ANY
<br />ornER FAClS THAT AN ACCVRATE ANO CURRENT -"mu: sv..RCtt MAY DiSClOSE. f'ROf'ffiTY
<br />SOUNDARY IS Al'?ROl(lIo4ATt AND NO UASI!JTr (eTHER EX?RESSW OR Ilo4PUED) fOR 1HE
<br />ACCURACY Of THE f'R0f'ERTY BOUNDARY OWNEA1ED HEREm IS ASS1JlotW BY ooA!.!
<br />ENClNffRING.UC,
<br />6) ALL SURfACE AN{) SUBSlJRI'"ACE IlJ.PROVEloIDlTS, ACCESSORY BUILDINGS. OECKS. mus.
<br />H!1)(;(S AND Cl'lOUND CllV[R ON AND MJ,jACENT TO THE SITE All!: NOT NECESSARILY SHOWN
<br />HEREON.
<br />
<br />LAKE KOSHKONONG
<br />
<br />LAKE EL=777.28 (NGVD29) 08/05/2008
<br />APPROXIMATE ROO!) HIGH WATER EL"'785.13
<br />FlRM RfE",7$4.2 (NGVD29)
<br />
<br />LAKE KOSHKONONG AREA-1o.500 AC
<br />-457.380,000 SF
<br />:"OSED fiLL (PER lOT)..10,OOO Cf
<br />
<br />.\?PR0:G\" --r flOODPLAIN 10.000 Cf
<br />::; ,vr,' ~ VOLUME -457.380.000 SF
<br />
<br />...0_00002"
<br />
<br />lHE PROPOSS> flUJNG AND GRADING WILL NOT CAUSE AN 05SlRUCilON TO
<br />THE flOW OF fLOODWAlERS AND WILL NOT CAUSE AN INCREASE IN
<br />REGIONAl FLOOD HEIGHT DUE 10 lOST flOODPlAIN STORAGE AREA, \IfH1CH
<br />IS EQUAl 10 OR EXCEEDtNG 0.01 fOOT. THE PROPOSED AWNG AND
<br />GRADING WIlL NOT EXCEED 10,000 Cf PER LOT. WHICH IS EQUIVALENT 10 AN
<br />APPROXlMA lE flOOOPLAlN STORAGE VOWME Of 0.00002 fEET.
<br />
<br />VACEK RESIDENCE - 360 LAKE SHORE DRIVE
<br />GRADING AND EROSION CONTROL PLAN
<br />EXHIBIT #3
<br />DATED: NOVEMBER 17, 2008
<br />
<br />QUAM
<br />@)
<br />
<br />ENGINEERING, LLC
<br />Res,denbal and Commerc,al B,te Des.'0!l Consultants
<br />Ii! ~
<br />www.quomengineering.com
<br />
<br />4893 Lorson Beach Rood; Mcforlond, Wisconsin 53558
<br />Phone (608) 838 7750; Fox (608) 838 7752
<br />
<br />===-
<br />
|