Storm Water Management Plan 8-6-07
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STORM WATER MANAGEMENT PLAN
FOR
Paisley Park Parking Lot Addition
Chanhassen, Minnesota
August6,2007
MCGLYNN DRIVE
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COULTER ROAD
Prepared for:
Paisley Park
c. . :L'
CITY OF CHANHASSEN
RECEIVED
,. :'~ (\ S 2007
;-I.'-..J__J
AUG 0 8 Z007
CHANHASSEN PLANNING DEPT
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CERTIFICATION
I hereby certify that this report was prepared by me or under my
direct supervision and that I am a duly licensed professional engineer
under the laws of the State of Minnesota.
~dJ~
Gregory D. Moris, P.E.
Date: August 6, 2007
Reg. No. 26922
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I Appendix A
I Appendix B
Appendix (
I Appendix D
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Table of Contents
Proposed-10-Year Rational Method Storm Sewer Design Analysis
Proposed Storm Sewer Design Drainage Area Map
Site Utility Plan
Site Grading Plan
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Appendix A: Proposed-10-year Rational Method Storm Sewer Design Analysis
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STORM.XLS
REVISED STORM SEWER DESIGN
I PROJECT NAME: PAISLEY PARK
PROTERRA DESIGN PROJ. NO. 7049
August 6, 2007
YEAR STORM:
MANNING'S "N"
10
0.013
REVIEWED BY: GDM 08/06/07
CHK'D BY: GDM
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PiDe Area Area Area Total Tc to Time .. I" .. I .. Runoff Runoff SloDe PiDe Capacitv Velocity Upper Lower Upper Lower depth to depth to BUILD UPPER COVER LOWER COVER
Length @ CB STM PIPE @ CB IN STM PIPE invert invert TOP OF PIPE TOP OF PIPE
From I To Feet Acres "C" x"C" C x A Inlet in Pipe in/lu inlhr (cfs) * (cfs) % Dia. In. Q (cfs) V (fDS) Invert Invert rim rim upper lower (a) Mil (fO (a) Mil (fI)
I CB-1 I CBMH-2 20 0.102 0.85 0.09 0.09 5.00 0.06 7.2 7.2 I 0.62 0.63 1.64 12 4.56 5.8 974.99 974.66 979.00 I 977.80 4.01 3.14 4.01 2.84 1.97
l~BMH-2_ i ~E3MH-31 ~~n~ 0.054 0.85 0.05- _Q,13_ _~-9~_t-.-!>.~_l__p7.2~_ 1__22 _ 0.33 +-- 0.96 o. _!-~_ --..!.Li_-~4.56_ -----s13--+_974.66 974.17_977&~l977.80_--_-3.14 _~-=--:T 3.14-_L__~~__ -::=-=~.4~----
L CBMH-3n+_~BMH-4 .__~__ _'. 0.032 0.85 0.03 0.16 I 5.14 i 0.28 -f----~ 1. 7.2T 0.20__1____ 1.15____.LJ64 ~_j _ 4.56_~ 5.8 974.17 i 972.60 977.80 .1976.60 ~_ 3.63 ~-I -......!.QQ...---T 3.63 l-----~~- t__~_~.84=-_ - .-
I CBMH-4 1_fBMH-5..l___2!.... -1 ~ O~1591t~ -"'l4_ ~- O~29_L5.42~l__ 0.29 _ 1_._ __7.:2:..._ ...7..'-_! 0.97 -- -- ....2.09 __I ~0.8Q _LE..~_I _}J2 ___l___~!..__ ~??60 ~__~2.~ ~_ t~75.80 __ .i-9Q.. --too _3.7",-__ 1 ~ 1__ __ 2.84 __ I . _ _~..~~_
I [-- CBMl-!.ii__~1_~..BMH-8 I-_~-- - - 0.15~_ 0.85 0.14 0.43 -f- 5.71... _~__j __~J.2....__ -..2LT 0.97 _ 3.00 ____ 1.50_-+~__ __ 4.36 _u f __ _~_~~~~9.15 ~5..80 I 974.~ _ ___ 3.77 __, n_ 5.65 . I 3.77 r _ _~__~ __+_____ 4.49__
1-.~};J;;::7_.i--~~~ft~ 1-: ::0 -_L-__g:~J----_.1 g:~~T~i- -b:~--t ~:g~==-L----g:~~ --- f==ll_-~-~+t---~----~~~- .~=~-._= ~:;; -~_- -_~~:~~~j~ ~~ j _--~:~~ _~-- --i:~ - I ~;~:~~- ~;~~:~~-~~:~g .=t i;:::g :=._ ~:~~ ---I_~ ~~:~~ =-_-:!-- ~:~~ J._~_ - --~:~~--=.:!-__==_ HI-_
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Structure Number
Catch basin capacity as calculated using NEENAH weir and orifice flow compariso
I *1. R-3036V with weir perimeler controlling capacity of the grate and assuming 0.25ft of head grate capacity ::2.4 c
*1. R-4341-A with weir perimeter controlling capacity of the grate and assuming 0.50 ft of head grate capacity ::7.0 c
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Page 1
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Appendix B: Proposed Storm Sewer Design Drainage Area Map
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Appendix (: Site Utility Plan
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MCGLYNN DRIVE
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GRAT[ = 97580.... I
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CRATE: 977 80
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EXISTING DAY
CARE CENTER
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COULTER
ROAD
EMOVE It (XlSTING 15- STUB
eRE: ORlll CONN(CTtCli TO (XI STING
CRATE ~ 965.B8 CATCH BASiN
!NVERr~9~8.8~9 ---EX:SIiNCJ4'-IS"
RCP e 179%
___ EX-'WTr-I~---'-'-'-'- [X-'WTM- !!lEX--\lTM---
All PROPOSl:D STRE[l CONSTRuCTION SHAll 8(
CowP'l[lEO USING APPRQ\rm ....A1ERlALS. W[THOOS ~
L.ACENENT AND TESTING AS REQuIReD BY oft.L GQV[RNING
mOTIONS or Tt!( OTY or OWi-iA$S[N AND Tt-t:
STATE or "UNI-l(SOTA [l[PARTt.I[HT Of TP..o\NSPQRTATIQH.
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GENERAL NOTES
1. COrdRACTOR SHAll CONTACt "GOJ"H(.p' STATE ONE CAlL-. TWQ BUSltlESS DAYS PRIOR TO EXCAVAT/Cti AllD/~
CONSTRUCTION. fOR Ulltll'r lOCAIIQtl$. lWNI CIlIES w(lRO AREA. 6~1."S4 0002. TOll-FREE. 6002':>2.1166. OR ON-LINE Ar
WWW.GOPH(RSTATEWEOtl.ORG
2. THE SHOWt~ LOCATION or [XISTt-lG uNDERGROI./NO uTILITIES 1$ AN Irf'PROXlMAT( LOCATION ONLY AND HAVE NOT BUN
INO(PEN(lENTLY V'[Rlr(D. TH[ E:u<T LOCATION Of AlL UIlLlnES "'VST BE VERlfl[D PRIOR 10 COVhIfNCING WOOK. CONTRACTOR
SHALL rlELO VERifY Tt-( LOCATIONS AN{) fL(vATlONS Of EXISTING UTIlITI[S At() TQPOGP.APHlC FEATURES PRIm 10 START Of
SITE EXCAVATION. TI-I: COtHRACTOR SHAll t.l1ol[DlATElY NOTIfY THE PROJECT ENGINEER Of Nft DISCREPANCIES OR VARIATIONS
FR"" PLAN.
3. lHE CONTRACTOR AGREES TO BE fUlLY RESPONSIBLE FOR ANY AND ALL OMIAG(S wrtOi WIGtH BE: OCCASlOHEO 61' Tt-(
FAllUR[ Of THE CONTRACTOR TO EXACTLY lOCATE AAD PR[SERYt ANY AND ALL UN[)(RGROUNO UTILITIES.
... ExiSTING SllRV(Y NORNATiOl'f f'RCMO(O BT AlNANC[ SURV(lING &: ENGINEERING CO" [XISlJtlG TG'OGRAPHlC fifORWATIQN
PROVlOEO BY W\'ANC[ SUR'V['r1NG &: (NGlt(ERING CO.. PROT[RRA ()[SlGN ASSOCIATES. I>IC. SHAll NOT BE RESPONSlBl( rOR
THE ACCuRACY OF J.lfQRt.lATION PRQVIO(D BY ADVANCE SURV[l'lNG &: ENG/N[[RlNG CO. CONCERNING EXISTING ~rORr.lATIOO
UTILITY NOTES
l. CONSTRUCTION [NTRANCES SHAU. BE SURf.AC[Q WITH 1-1/2" - 2" Cl(AA AGGREGATE ACROSS FUlL WIDTH. fROW
[NTIWlCf POINT TO fiFTY rEET WITHIN PROPERTY LINE. REFER TO ROCK CONSTRUCTION [NTRANC[ DETAIL fOR INSIAlLATlON
PROCEDURES
2 CONTRACTOO SHAll BE RESPONSlEl[ roo AlL HORIZONTAl AND VERTICAl CONTROl OOC( THE AlICHt./[NT HAS BEEN
ESTABUSH(O IN THE nno BY tli( SURVEYOR AND SHAlL INCUR ALL COST fOR TH[ RE-[STABllSHt.l:ENT Of SN,lE
3. CQNmACTOR SHAlL B( SQ.ELY R[SP~SlBlE fOR ANY AND ALL APPLICABlE TESTING FOO SOIL O(N$lll[S a: UTIUTY TESTING
AS PER THE: GOVERNING AG(Nors 10 WEET OR EXCEED THE REQuIREO CUIO(LIN[S Foo TESIING. WITH NO ADomOOAl
COMP[NSAnQN NADE
4. AlL EXCESS hlA.TERlAl. 81TU""U~CUS 9JRfACING. CCJ.lCRET[ ITEIoIS. ANY ABMlDONCO UnUTY IT[WS. A.ND OTHER UNSTABLE
IolATERIAlS INQUQING Q.EAR(O &- GRU!:lE(O t.lATERlAlS, SHAlL BECOME THE: PR(1)ERTY (f THE CCY-lmACTQR AN[) SHAlL BE
DISPosm (f en THE C()>lSTR\JCT.CY-l SUE l'IITH NO CQt.lPENSATIQN Foo REIolOVAt.. UNLESS OTH[R'MSE SPECIf"t[O
5 PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP or GR.ADE, PAV[loIENT OR GUTTER LINE, UNLESS OTHERWISE
SPECIFIED.
6. CONTRACTOR Sl-lAlLlNSTAll. liSP[CT. MAINTAIN AND REWOVE THE N[CESSARY Sl(}lAG[ FOO lANE a.OSUR(S All TRAmc
COOTROl DEVICES AND SlGNINC SHAlL CCH"QRI,j 10 "'nOOT AtiO/OO THE an CF QiANHASS(N T(~ARl' mAHlC C~TRQ
CUIDElIN[S.
7. CONTRACTOR SH.6t.L NOTIfy TH[ on ~ C~S'S(N. PUBliC WORKS O[PAflTloI[NT, 48 HOURS IN ,t{jVA/iC( Of WORIIlNC
WITHIN TI-I( RIGHT CF WAY. aN Of OWOHASSEN tNSP[CTORS ,",UST OBSERVE All WOR1< CQ.lPlETED. tIClLONG THE REloICNAl
or EXISTING OJRB &: CllITER, REWOVAl N(l REPuC(M[NT or FIR[ HYl)RANT, (XCAVATION or TR[NOi[S, PVC(lI[NT {l" STORM
DRAIN, COtltiECT/ONS TO EXISTING UTILITY lINES. BACKfillING N<ID REP!..ACEloI[NT Cf BHU,....OUS PAV[wENT AND/OR COOCR(TE
CURB AND GUTTER
8. AlL CCNsrnuCTIQN ,",UST CQI,lPlY 11TH OTY [NGlN[:(RS ASSOCIATION ~ NINN[SOTA (CE.....).
9. CAR[ WUST BE TAKEN DURING CCffiTRVCTlON NlO EXCAvA.HOO TO PROTECT ANY SURVEY IlIONUN[NTS 1Ki/OO PRQPERT't'
1ROI<S.
TO. COOTRACTOR 91ALl BE SCUll Rf:SP{)NSI(U TO REPAiR ANY AND AlL DAMAGE TO (X.ISTING SlRUCTIJR(S, RHAlNlNG WAllS
AND [XtSTING SITE FEATURES OUE TO CCJ6TRVCHON ACTI.."I1ES.
11. CONTRACTOR StW.l WJNTAIN A WlNn.ll/U OF 6.0 f(ET COVER OVER TOP or AlL P'ROf'OS(O WA.IERMAt4.
MATERIALS
WAT[RW\IN
WAT[RI.IAIN fiTTINGS
HYDRANT LE~
HYlJRANT
I.lUElLER SUPER ([NTlIRWl OR '<<ATEROUS PACER 2SO ~
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CONSTRUCfION SEQUENCE
I. CONTRACTOR SHAll VERIFY TN( R[C[IPT Of THE NPO(S P(RUIT FRQN THE "'PCA ~ TO ANY SIIE OrSTUR8ANC[
2. ll(SIAlL Roo< CONSTRuCTJON [NTRANC( (s[E DETAIL)
J. INSTAlL PERlt.lET[R SILT rfl+CE NiO OTH(R [ROSION CONTROl "'fASUR[S. CONTR.ACTQR SHAH HAY( AU. EROSION CONTRQ
loI[ASUR(S INSPECTED BY TI-{ OTY ENGINEER PRIOR TO N/Y CRAOING ACTMT1ES
.. BEGIN SITE EARTHWORK
~. f{RUANENl TURF ESTA9USHEO OF OISTURSEO SOILS 00 [N8ANKN[NT AND SU SlOPES Ii ACCOOOAHCE WITH WATERSHED
STANQAROS
6. aWN UTlUTl' CONSTRuCTlOtt
1. COWPLETE SITE ENUHWORK.
8 COWPl(TE UTILITY COOSTRUCTIOO
9. REwOVE AL.l SILT D[POSITS FRQt.I SitE AND REWQv{ PERII.I[1ER SILT FENCING AND OiECK ON.IS UPON F~ ACCEPTANCE
or TH( PROJECT
LEGEND
EXISTING PROPOSED
ell z: SANITARY ~'tt[R WANHOlE ell z: SANITARY S(V(R MANHOl(
2 = HYDRANT ,.. :: HYDRANT
:xl", :: GATE VAlVE ... z: GATE VAlVE
0 :: POWER PQ( ,:r, = TEE
iI:u :: TELEPHCl'I[ BOX H = BEND
@ :: STORM SEWER MANHQE @ :: ST~U S(WER "'N'lHOI..E
1m = STORM SE'M:R CATCH BASIN Iiii = STQRt,I S(W[R CATCH BASIN
. a STOON SEWER WEIR
!> :: fLARED (NO SECTION ~ :: FLARED (NO 5[CTJOO
. '" flARED (NO S[cnOO wi RIPRAP
~-EX. SAN-- a $ANlTARY S['flt:R UN( -.- '" SANITARY S[Y(R liNE
-[x-wn..~ .. WATER lIN[ -I- . WATER LIi[
-- ~X S'M-. = STORM S['tI[R litlE -..- = STOON S[W(R UN[
/" -- -""::>,J_ _ /' = t CONTOUR .-----,."............ :: t COOTWR
r-"Y'?J.._" :: 10' COOTOUR .-----,."............ :: 10' COOTOVR
PRELI~UNARY
FOR REVIEW ONLY
0' 40'
,,-..--
80'
C-9OO PvC
c-~ PVC
.
PREPARED fOR:
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REGISTRATION:
I hereby certify thalthis
plan, specification, or
report was prepared by
me or under my direct
supervision, and that I
am a duly licensed
Professional Engineer
under the laws of the
state of Minnesota.
.......
GREGORY D. MORIS
Tn-lgrf>rilllH_
08.07.07
o.
26922
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REVISIONS:
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tP-cP-c~O~ ::J
Pro;ectNo' 07049
OI'awnBy MLS
Chedo.ed By AAK
D.~ 08.07.07
1i> s....,
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Appendix D: Site Grading Plan
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::.. ~~~-~~:~-~ ~ --=-=--:-::... ~. - - .-- -: -
-RQCX COOSTRUCTlQH ......~
"" [N TRANCE PER OTY ...... "
\ OCTAll _a-~ "-
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....-....--._--
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I
LEGEND
EXISTING
I
00 :: SANITARy S[W(R NANHCU
-6- '" HYDRANT
>'<
C><]cp "' CATE VAlvE
o '" POM:R POlE
'8
TIJ .. TELEPHONE BOX
@ :: STORM SE'M:R MANHQE
liij .. STQRN S['tI(R CATCH BASiN
I
[> .. FLARED [NO S(CTI()N
I
t.X, SAN - .. SANITARY SEMR UNE
-EX- W'M-- .. WAl(R LINE
--lX-SrI;! -- .. STORM S['fl[R lJ-lE
/' -.. """';>..t... ._... .. 2" CONTOUR
;' - "Y<~ __... '" 10" CONTOUR
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NOTE
WITHIN 2 WEEKS Cf COMPlETIOO or Sill: CRADING.
TQPs()l SHAll BE SPREAD Cfl All DISTURBED AR[AS
Cf TH[ SIT[ [XQUOING ROADWAYS 5((0 All AREAS
PER TH( Sl'lPPP PlAN
""I[
All PRCPOS(O smEET CONSTRUCTION SHAll BE
CC>>llPlETEO USING APPROVED t.lA1ERlAlS, t.l(lHOOS Cf
PlAC(wENT AND IESTING A.S REQUIRED BY All
GOVERNING SPEOfICATlONS OF TH( orr Cf
QiAHHASS[N AND THE STATE Of IrIl1NH(SOTA
[)(PARTWUH cr TRANSf'OOTATl()ol
~
GENERAL NOTES
1 CClolTRACTOR SHAll CONIACI ~GCPHER SlATE ONE CAU", 111'0 BUS1U[Ss OAYS PRIOR TO EXCAVATION AUO/~
C(),sTRUCTl(f( roo UTIUT'I' lOCATIOUS I'MN OTI(S MEtRO AR(A 6::'14::'40002; lOU-FREE 6002521166; Cf1 ON-liNE AT
WWWGOPHERSTAfEiJNECAll ORe
2 TI-I( SHOM-l lOCATION or EXISTING UN[{RGR()JNO UTIliTIES IS AN APPROXIMATE lOCATION (<< Y AHD HAV[ NOT 8(EN
INQ(P[I{()(NTl'l' Y(Rlfl(O THE [XACllOCAIUJN Cf All UTILITIES t.lUST BE V[RW"(D PRJ{J:? TO Cc-....ENQN(. W'iYK CONTRAcr~
SHAll nnD 'v{RIrY THE lOCATICtlS ANO [lEVATt()-jS Cf EXISTING UT1UTI[S AND TOP{X1lAPHfC rrATUR[S PR1(f./ TO START Of
SITE EXCAvAflQN THE CCllTRACTOO ~All NIIl[[)IATEU' NOIirY TH[ PRO,lCT ENON[ER Of AllY' DISCR(PANClES 00 VARIATIONS
fRCH ptAH
J THE CCt-lTRACTQR .-.CREES TO BE fUllY RESPONSIBlE foo ANY AND All OMlAGES 'M-tlQ-4 WIGHT BE OCCASlctlEO BY THE
fAILURE cr THE CQNffiACTOO TO EXACTlY lOCAlE AND PR[SfRY( ANY AND All UNDERGROUND UTILITIES
4 EXISTING SURvry lNFCf<MATI()i PRO'o'UD BY ADVANC[ S\JR\{Y a: [NQNEERING CO_ EXISTING TCP{X1lAf'HIC INHFIiIATt()l
PRO'v1OCD BY ADVANCE SURV['I' a: [N(;mURING co PROTERRA DESIGN ASSOOAlES, t<C SHAll NOT f3( RESPCJ-ISiBlE fOR TH(
ACCUflACY Of INfCllwATION PROVIDED BY ADVANCE SURVEY a: ENGlNURlNG co CCt/CERNING EXISTING Iif{)RMA!l().
GRADING NOTES
I. SUITABLE GRA()lNG IIIAf[fiIAl SHALL CCJiSlST Cf All SOL ENCWNTEREO ON THE SIT[ WllH EXCEPTION cr TQPSOl. DEBRIS,
ORGANIC NAT[R1Al AN{) OTHER UNSTABlE WATERIAl
'1 SUBCRAOE EXCAVATICl'i SHAll BE BAooll10 ..MEDIATELY AFT[R EXCAVAIICli TO H(lP OFfSET ANY STABILITY PRoo..EIIIS
DUE TO WATER S(EPAC[ 01\ STEEP suns 'llli[N ptAQNG N[l'! SURfACE hlATERlAl ADJACENT TO [XlSTING PA',{W[NT 00
CCJlCRETE CURB. THE [XCAVATI()J SHAll B[ BAOOlllEO f>RCltPTlY TO A'o'QIO UND[RtollNlNG or THE EXISTING PAYEW[NT OR
CCJlCRE l[ CURS
J CCtlTRACTQR SHAll INSTAll All EROSICti CONTROl hl[ASURES AS PER NPDES &: "'PCA GUlDEllN[S. PRloo TO
CQMM[NCo,lENT Cf GRADING QP(RAI1ONS AND NAlNTAlN UNTil ALL AREAS AlTER(Q ON THE SHE HAY[ BEEN R[STCf<fD
4 COO TRACTOR SHAll PlAC[ EROSlOtl COOTRQ MEASURES AROUND All CATOi BASINS. RE[SlABlISH CROOND COVER AS
SOO'i AS POSSiBt[ BuT AT A WINlNUN cr TWO WE(KS Afl[R CRADING. AS CCt;(UIOtls PErM!. WITH SOO 00 S{:n:~N(; AND
[RQSlOO CetlTRQ BLANKET PIN ANOiOOEO AS PER SUPPLIERS R[WREt.tENTS.
S CooSlRUCTI(Jj (NfRANCU SHAll BE SURfACED .1.110 REPlAa:D AS N(ED(D NTH I-liT ClfAR ROCK ACROSS fUll 'fI'IOTH,
fRCliE [NTRANCE PCfNT TO fifTY rrET 'fIlIHlN PR(J>[RTY lINE REJ[R TO Roo< CCl6TRUCTlOO [NTRANa: ()[TAll fa;:
INSTAltATICJl a: "AJNT(NANC[ PRoaDuRES
6 CCtlTRACTQR SHAll PR0'f10E A "INlIllUIII rOUR INOi DEPTH Cf TOPSOIL 10 PLl A.R[AS OISTUROCO, 10 BE S[E()(D
7 CCt-lTRACTOR SHAll BE RESPCJ.l$lBlE ro::: ALL HOOIZetlTAL AND V[RnCAl CCJlTRQ ooCE THE AliGNMENT HAS BUN
[STABlISHED IN THE FIELD 8'1' TI-I( SURYEYOO: THE TIf.( Ni() ..ATERlAlS COST ~VOlv[D TO REPlAa: Tl-t( ABO\{ SAIO
CCfiTRQ 'fI'Ill BE Tt-( RESPOOS/8lllTY (I" THE CCJHRACIQR
8 (,RA()(S SHOl'm ARE fINiSHED GRA(l(S, C~TRACTOR SHAll ROUCH CRAQ( 10 SUB~AO( [l[VATI()i. LEA\{ STREET READY
fa:! 9JB-BASL STOCKPIlE T(1)SIll ANO CRNiUlAA rill AT lOCATIONS DIRECTEO BY [NGlN[ER
9 CetlTRACTCR SHAll BE SClH Y R[SPONSlBl[ fOO NtY AND AlL APPLICABlE TESTING roo SCfl DENS/Tl(s a: UTILITY TESTING
AS PER THE COV(RNINC AGENaES TO III[[T OR EXCEED THE REOUlRfD (;UI[J(UN[S roo TESIING, WITH NO ADDITIONAl
COIllPENSAIlON hlA[l[
10 THE SPEDnED DENSITY lol[THOO SHAll BE RE~[Q f~ All. PORTIONS or P[RNAN(NT CLYiSlRUClIOO. STANDARD
C(I,lPAcnOO SHAll BE R(OURED fOO NiY l["PooAAY CONSTRUCTION
11- All EXCESS NATERlAl. 8lTIJIiIINOUS SURfAONG, CClolCRETE /1[wS, ANY ABANOOOEO unua 11["5, AND OTHER UNSTABlE
IIIAT[RIAlS INQUOING UEARED &: CRuOOED HAT[R1Al,S, SHAll BEC(),lE THE PRCPERTY Cf THE COOTRACI~ AND SHAll 8(
OISP05(O Cf CH TH( CCliSTRUCTI{Ji SITE NTH NO COt.lPENSArlDN fOR REWOVAl, UNLESS OlH(RWlSE SPECIr(O
12 All rl.l AREAS SHAll HAY[ All QiCANrC WATERIAl RE"OVEO PRlOO TO flUNG All fill "AI(RlAl SHAll Ii( ClEAN Nll'l
ORGANIC BORROW III:AT[RIAl PlACED IN 18" UfTS CCHPACl[D TO 1M STANDARD PROCTCf<. \(Rf"ICATlrn or THIS
REOUfREU[NT BY A THMm PARTY G(OTICHNICAl ENGltiEER SHALl BE COORDINATED AND PAlO FQR BY TIi[ COiTRACIQR
MiENE't{R A SOIlS REPOOI Ni() A SOIlS TESTING SOiHM..E IS NOI SPECifiED
IJ PROPOSEO SPOl ElEVATiCt-lS AtiO cCfHQ'JRS ARE 10 T{f' or GRA(:(, PAVEMENT OR QHTER lINE. UNLESS OTHERWISE.
SPECIrl[O PRCPOSED SPOT HE VArK'lS ALCt-lC CURS AR( TO flOW LINE (Fl)
14 CCJiTRAClOO SHAll INSTAll, INSPECT, WAlNTAlN AND REMOVE IH[ NEa:SSARY SlGNAGr: fOR lANE QOSURES All TRAmc
CCtlTROl D['f1CES AND SIGNING SHAll CCX'lfORM TO I.INDOT AND/OR THE OtY Of Q-4ANHASSEN T(IIIPOOAilr IRAfTIC Cl)'lTROl.
GUIDEUN[S
15 Cll'ltRACToo S1iAll NOTlfr TIlf OIr OF o-VliliAs5[N, Pua.1C ~S OEPARht(NT. 46 HQlRS IN ADVANC[ or WQRKlNG
JIITHlN THE RIQ-IT or 'frA'I'. OT'I' cr OiANHASSEN INSPECTORS "UST ClEaRVE All WORK CQMPl[TED, tHQUOING THE R(hlOVAl
or [XIStlNG CURS &: GUTTER, (XCAVATII)oI c.- TRENOiES, ptAC[..(NT (l" SToolII DRAIN. COON[cnONS 10 [XlSTING UTILII'(
lIN(S. BACKfILLING AND R[PlAC[N[NT Of 81TUNINOJS PAY'[wENT AND/OR CCl-ICR(T[ C~ AN() GUTTER
16 All C(toJSTRUCTll)'l WUST CONPlY 11TH Of 'I' ENQH[ERS ASSOOATI(toJ Of 1II1NNESOtA (CEAN)
17 CAil[ t.lUST BE IAKEN DURlNG C(JisTRUCTlOO AND [XCAVATION TO PROTECT ANY SURVEY IIICfo/Uht(NTs AND/OR PROPERTY
""'S
18 C(JHRACT~ SHAll Bf SQ(l Y FiSP<:tl5aE TO REPAIR ANY AND All OAhlAGE TO EXISTING STRUCTURES, R(TAlNtNC WAllS
AND EXISTING SITE fHTUR[S OIJ[ m ClliSTRVcnClN ACTlYlTI(S
19 CClNTRACTOR SHAll PRQ'vlOE A ShlOOTH AND THCf;!()J(;H TRANSlII(JoJ B(TWEEN PRCPOSED SITE GRADES AND DRAlNAG(
WAYS AND EXISTING SURRQ.JNOING SITE GRA()[S AN() DRAINAGE WAYS
20_ PR(S(RVE EXISTING TR[ES Wrl[RE POSSlEU ANO 'v{RIH WITH PRQ.{CT lANDSCAP[ ARCHITECT PRI(F TO R(htO'tAl
21 All CCliSTRuCIICtl SHAll CCJ.IrORIII TO WlNNESOTA [){PARTM[NT cr TRANSPQRTATI(Jj "STANDARD SPEOflCATlON H)R
COOSTRuCT,(Ji". 2000 EDITION
n ALL ClJRB AND GuTTER SHALl BE CWffiETE 8612 UNLESS OTH[RWlSE Sf'EOfI[D. SH DETAIl.
2.1 AU OIUENSlCtlS TO fAG( Of CURB UNLESS OlH[R\'IlSE SPECIfiED.
24_ ~JT(N OlIil[NSlONS SHAll PREVAIl D'tfR SCAlED OIi1l[NSlOt6.
CONSTRUCfION SEQUENCE
1- COO TRACTOR SHAll 't{RlfY n-t( RECEIPT or THE NPI)(S N4(I THE swppp P(Rt.tIT FRCII TH[ WPCA PRIOR TO ANY SITE
DISTuRBANCE
2 INSTAll ROCK CONSffiUCTIQN ENTI\ANC( (SEE DEtAIL)
J INSTAll PERlht[TER SilT r[NC! AND OTHER EROSlOtl CCt/TRQ t.I[ASUR(S PER THE S'WPP PlAH. CONtRACTOR St1All HAY'[
All EROSiON COOTRQ hlEASURES INSP(CTED B'I' THE OTY ENGINEER PRIOR to AN'I' GRA(XNG ACTlVmES
4 BEaN Tp'[E QEARING &: GRU88ING
:) 8EG1N SlT( [ARiHWCRK
6 P(RNANENT TURf ESIASl1SHED Of [XSMBW SOlS ON (1.I8ANKM[NT ANO SIDE SlOPES IN ACCOOQANC[ WITH WAl[RSHEO
STANOARDS
7 BEaN UlIUTY CClNSTRUCTlOO
8_ COhlptEl[ Sit[ [ARTHWOOK
9 COMPlETE UHlIn COOStRVCtfCJi
10 REwOVE All SllT DEPOSITS FROt.I SlT( AND REMOVE P(RlN[TER SILT fENONG AND 0iECi< DAMS UPON fINAl ACC[PTANC[
Of THE PRQ.(CT
II. SUBMIT NOTIC[ Cf T[RMINATICtl TO THE MPCA, PER IIIPCA QJlOUNE$. ooa: CONSiRUcr.QN IS COt.lPlETEQ AN{) THE S'lIPPP
REQuIR[hlHHS HAY[ [l(EN AQ-l/(YED
TEMP/PERM SEDIMENT CONTROL SCHEDULE:
I NO CRA.()NG 9-IAlL CCHN(Na: PRIoo 10 THE IWPlEhlENTATlON Cf TH[ NPOES PERWIT AND TIi: SYlPPP P[RWIT
2 All WCRK SHAll C~Y MTH THE QjIDEllNf:S SO r(FtH IN THE hlPCA'S PROTECTING WATER C\!AlITY IN URBAN AREAS,
8(51 IIlANAG[hl(NT PRACTICES fOR III:INN[SOTA ANO Tl-( US-CPA'S STOOM WAl[R MANAG(WENT fa:! CONSTRVCTI~ ACnVlTlS,
PUBliSHED 8Y TH[ IllEffiOPOUTNi COIJNOl, OATEO 2001
J THE 1tdPR0'l{NENTS rnuDEO ~ THIS PlAN ARE PART Cf" TH[ T[WOOAilY AND PERWANErtt (RQSlOO CONfficx. PlAN
4. SITE III:A1Nl[NANC! ~AllINQlJO[. BUT ARE NOT llNlTEO m R[NOVINC SllE DEBRIS lNQUQttiC ROuTINE. SlI([P\fjG or
STREETS, CLEANI'lG OJT CAIQ-4 BASINS, NolO OlSPQSlNG WAT(RIAl CJTSlTE
S DURING C(JjSTRuCTlON, THE CONTRAcr(F SHAll INSP(CT
THE ENTIRE SIT[ AT LEAST ()NC[ A \'t([K NtO Fll..lOWlNG ANY
W(ASURA8lE RAINFAll EVENTS fOR SIGNS (1" [RO$l(Jl ANI)
S1LnNG NPOCS &: S\'JPPf' GlJID[lIN[S SHAll BE ..AlNTAlN[O TO
STABILIZE THE SIT[ PER THE NPOCS &I s'M'Pf'R[WREIiI(NTS
PRELIMINARY
FOR REVIEW ONLY
0' 40'
r-a..-_
80'
.
PREPARED FOR
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REGISTRATIOf'.J:
I hereby certify that this
plan, spedfication, or
report was prepared by
me or under my direct
supervision, and thaI I
am a duly licensed
Professional Engineer
under the laws of the
stale of Minnesota,
..-
GREGORY D, MORIS
'JPO<IorP__
08.07,07
,.
26922
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