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<br /> ~ <br /> ~ <br /><) <br />/ <br />V tl I <br />...... . <br /> " <br /> ~ <br /> ~ <br /> 1;<, <br /> <br /> <br /> <br /> <br /> <br />SITE GRAOINC HQTfS <br />A.. PROPOSED Ca-fTWRS ARE TO FNSH[[) SURFACE ELEVA lIaf. SPOT [L[VA nms AlONG PRCPOS(D aJRB DENOTE CUmR GRADE. <br /> <br /> <br />9. TIE CONTRACTCfl IS CAUT10HED THAT "niE SUBSURfAct. UTIliTY 1Nf"00000ATI(JC SHO~ (Ii THESE PlANS JS A UlIUTY OUAUTY l..f'tU D. THtS OOAUTY tOn WAS <br />OE1ERWINED ACCaIDIHG TO 'DE GUIDELINES Of a/Asa: 38-02 TIllED ~STANOARO GUUlJN[S FOR THE CCl.L.ECTlON AND ~(Jt ex [)(ISllNG SUBSURFACE UTlUTY <br />OAT"", tHE COtlRAClOR NfO/rR SUBcoNTRACTORS SHAlL OETERNINE THE EXACT LOCATION or AU. ExtSllHG UTlUlIES BEFORE COYMENCING WORK, BY COHACTlNG THE <br />NOTIlCAlICI't CDfTER (CCPHER STAT[ ewE fOR MINNESOTA AT 1-800-252-1166). lHE C{JftRAC1~ AND/OR SUBCCHlRAClOR AGREES TO BE FlJl1.Y RESP(J.ISIflt..[ FCft <br />N{Y AND All DAMAGES YHCH WIGHT BE OCCASION(1) BY HtS CA HER FAIllJR[ TO [XACR.V LOCAl[ AND PR[sm~ ~y AND AlL unullES (UNDERGROUND AND <br />OIUlHEAO~ <br /> <br />IT SHAll BE THE RESPCl'fSIBlUTY or l'HE ~TRACTCR TO RElOCATE Al1 EXISTlNG UTlJT1ES 'MiIQt CONFUCT NTH THE PROPosm IWf'RO\O,I[NTS SHO\lIN c.. lHE PlANS_ <br /> <br />C. THE COHlRACTCR SHAll TAKE All PRteAl/nONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJAC[NT PROPERllES DURING THE CONS1RUClKJrf PHASES (f" lHIS <br />PRO.ECT. 1HE CCffTRACTCR WILl BE HELD sa..n Y RESPCltSl8lE rffi ANY DMlAGES TO 1H[ ADJACENT PROPERTIES OCOJRR1NC DURING lHE COHSTRUCTIC.tt PHASES CF <br />THIS PROLeT. <br /> <br />D. SAfETY NOlItE TO C(w1RACT~S: IN ACCCJIDANCE 'MTH GENERAlLY ACC(PltD CONSTRUCTION PRACTICES, 1H[ CONtRACTOR Wll BE SClllY AHO CQlP\.Emy <br />RESPaiSlEILE FOR catDlllOHS ON TliE JOB SITE. IHQ.UDINC SAFElY a AU. PERSaiS AND PROPERTY DURING P{RfCfWANCE a:" THE WORK. 1HJS REOU1REt.IENT 'Mll APPly <br />CONl1NUWSlY AND NOT BE UMITED TO NORMAl WORKINC HOJRS. TH( DUTY <T THE ENGfN[[R (R THE OE\U...OPER 10 C<JllDUCl CONSlRVClKlH RE'tJIEW CT THE <br />CCJilRACTOR'S PERfORWANCE IS NOT lNl[N()[D TO INO..UO[ RE:\'1EW a lH[ ADEQUACY IF THE CCHtRACTOR'S SAFETY IlEASURES IN. CH CR NEAR 1HE CONSlRUCllON <br />91[. <br /> <br />E. M C(JflRACTCR SHAlL C<'MPl(T( lH( SIT( GRADING CCliSTRUCl10N IN ACCORDANCE .lH THE REOUIROf[NlS CF M O'M'fER'S SOlS OiGINITR. AU SOIL lESllHC SHAlt <br />BE COWPlETID BY THE ~'S SOIlS ENGINEER. THE: CON1R"'Cl(~ SHAll BE RESPONSIBLE FOR COOROIHAl1NG AU R[CllIR[(} SOfl JESTS AND fNSP(CDQ'lIS MTH 1H( <br />SOLS ENGINEER. <br /> <br />\ <br />\ <br />\ <br />\ <br />I <br /> <br />II <br />II <br />'-11 <br />II <br />II <br />II <br />II <br />1\ <br />1\ <br />\, <br />( i <br />,,\ I <br />:1 \ <br /> <br />/ I \ <br />I I <br /> <br />! I <br />( <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />I <br />, <br />I <br />J <br />I <br />I <br />( <br />) <br />I <br />I <br />I <br />I <br /> <br />J. RETAINING WAUS SHAll 9[ DESlCN[() BY THE CQilRACTCll:"S STRUClURAl EHGINEER. N.SlGt CAlWlAllONS SHAll BE SlIEMTlED TO mE alY FCR RETAINtNC WAllS <br />GREATER THAN FOUR (4) FIEl IN HEIGH. lH[ RETAINING WAlL MATERIAl SHAlL BE CONSTRVCTEO (f" MOOUlAR BlOCK. <br />K. If lHE CONTRACTCR ENCOJNTmS "HY DRAIN lILE "'THIN THE SlTL HE OR SHE SHAll NOllF"Y THE ENGINEER NTH THE lOCAlICH. SIZE. It(I,{RT AND IF lHE 1Jl[ lINE tS <br />AClI\'(.. NO AClIlJ[ DR~ Tl.E SHAU BE BACKruEO WITHOUT RE'A[W. DISCUSSION >>fO APPROVJt. FROU THE PRo..(:CT ENGNEER. <br />L INRI TRA ~ BASIN C<>>fSTRUC~ RHlUIRFJ.lENT'5: <br />o. THE INFlllRATlON BASIH SHAll BE EXCAVATED TO NO lOWlR THAN 2.0 F[ET ABO'-'E fINISHED GRADE DURING CONSlRUCTlCIi MTH THE: EXCEPTlOO a INSTAllING <br />lH[ INlET FlAR[I) END SEClIQi (If APPUCABLI). (HCE STRUT ,A.N{) UTlUTY CONSTRUCTlCf\l CEASES. AND AFl[R THE ENGtN[[R AUTHOR1ZES THE CCWlRACTOO TO <br />PRocao. INFllTRAncH 8A9NS SHAll B[ EXCAVAl[O TO nNISH(D GRADE. <br />b. HEAVY UAQ-ItN[RY 9iAli NOT BE AlLOYl(D TO TRAVEL WITHIN THE INnURATlOH BA9N AREA. EXCAVATION (T INnlTRAlION BASIN SHAU BE PERFORIltED BY us[ <br />CW' A BACKHOE. <br />c. INRLlRATlON BASlN 9iAU BE PROTECT[O BY SIll fENCE DURING CONSmuCTlON CW' SHE GRAOlNG. UOOTlE$. AND STRUTS. AU OEP091ID SEDIMENT OURtNG <br />CONS1RUCllCH ACTIVITY SHAll BE PRCPE:Rl Y OISPOSE:O fY DOWNSTREAM OF INf1l TRA 1JOi BASlM <br />d. INCC>>.lIHG STOR~ IN'omTS AND CATCH BASINS ROUTING TO INnLTRATlQN BASIN SHAll HAVE UPS1R(AN INlET PROTECTION PlACED UNTIl STREET AND UT1UTY <br />COHSlRUCTI(H ACTl~lY C[A5[S AND ~nNAl STABlUZAl1QN. (SE:E NPOES PERWT) Of THE INfIlmATlON BASIN flOOR HAS OCCURRED. INFlllRAlION BASlN INLET <br />Fl.ARED END SE.CTlai RIP-RAP AND GEOT[XTllI FABRIC SliAU BE PlAa:o ANO SEOJREO. <br />e. ABO~ THE INflL TRATlON BASI~ OUTLET lliVATlON, INQ.UOING TH[ BERM ANI) DISTURBED AREAS, A MINIMUM or 4~ DEPTH TCPSOIl MAT[RlAl SHAll BE PlACED TO <br />THE fiNISHED GRADE ELLVATlCN. TOPSOl S1-lAll "'EEl (MN/DOT) sp[OnCATlON 3877.2-B .SUfCT TOPSOIl BORROw'" REOUIR[MENTS. THE AREA SHAll BE: SEEDED <br />WITH (UN/OOT) SEED MIXTURE 260 (CONUERCJN- lURr) APPUED AT A RATE Of 100 LBS/ACRE. OR (MN/OOT) SEED MIXTIJR[ 350 (NA1J\K G(N(RAt ROADSIDE) <br />APPlI[() AT A RATE or 80 lBS/ACRE. SOD MEETING (t.lNjDOT) SPECIFlCATlON 3878.2-8 CAN BE SUBSTITUTED reR SEED. <br />Sfro APPliCATION PROCrDVRr: <br />MIXTURE Af'PUCATlCli PRoa:OURES SHAlL fCUOW (MN./OOT) SP[CIflCATI(Ji 2~75.3. SUO SHAU BE SECURED BY USE ~ EITHER (WNjOOT) SPEOF1CATlON 3882 <br />TYPE 3 WUlOf APPlIED AT 2 TONS/ACRE AND ()lS)( ANQiQF![Q, CJl SEOJREO USING (llfN/OOT) SPECIFlCATlctt 3885 CAlEGORY 1 EROSI!ON BlANKET. <br />ABSENT A SOIL TEST. FlRTUIER MEElINe ANALYSIS 22-5-10 (NPt<) 80% W.I.N. SHALL BE APPlI[o AT A RATE (J".J50 lBS/ACRE fOR SEED wtXTURt 260, OR <br />fT.Rl1UZER NTH ~ ANAlYSIS r::F t8~1-8 (NPK) (FOR lOAJ.IS, CLAY LOAM sal). OR 17-10-7 (NPK) (fOR SANDS 'MTH USS THAN 30% DReAMC ANO CUY MATTER) <br />NAnJRAl BASE SHAlL BE APPU[O AT A RAT[ or t50 lBS/ACRE f"OR SEED t.tIXnJRE 350_ <br />I. BElOW THE INnllRATlON BASIN OUTLn. INQUDING BASIN FlOOR, A MAXIMUM 2" (J" TOPSal ),fA1[RIAl SHAlL E1E PlAaD TO 1HE FlNtSHED GRADE ElEVAll00. <br />TCPSOl SHAlL MEET (MNjOOT) SP[CIflCATlQN 3877.2-8 -SELECT 10Psm BORROW" REOUIREVENTS. ABOVE TH( TOPS()l MATERiAl, (MNjOOT) SITD MIXTURE 32a <br />(DRY POND) APPlJED AT A RAn: or eo LBS/ACRE SHAll BE USED <br />~ INf"IlTRAlION 8ASlN FlO<Jl EXCAVATING, TOPSOl PLACo.lENT, AND SfEDING SHALl fAKE PlAIT &JIB. mntTRAnQH BAstH 5rOfstQPfS (A80\of WnLT <br />ELEVATION) HAW: UNDERGONE "nNAl STABllJZAnON~ ANY EXCAVATfD BASIN NAl(R1Al SHAll BE OtSPOSED Of OOMiSTRE,W Of" BASIN AREA <br />Sf ED APPIICATI~ PROCfOURE. <br />MIXTURE APPllCAllON PROC(OURES SHAll FOllOW (NN/OOT) SP[CIfICATlai 257~.J. SEEO SHAll. BE SECURED BY uS[ a [llH[R (UNjOOT) SP[ClflCATlON 3882 <br />TYP[ J hlUlOi APPUEO AT 2 TONS/ACR[ AND OIS!< ANOIOREO. ABSENT A SOIL TEST, fERllUZER MEETING ANALYSIS or 18-1-8 (NPK) (fOR lOANS. QAY lOAM <br />SOIl), OR 17-tO-7 (NPK) (FOR SANDS WITH LESS THAN JOX ORGANIC ANO QAY WAlTER) NATURAl BAS[ SHAll BE APPlIED AT A RATE or 120 LBS/ACRL <br />q. THE: CONTRACTOR SHAll RESEED. REPlANT. AND WlQ-l ANY AREAS ON 'MilO-! THE ORIGINAl suo HAS fAlLLD 10 GERMINATE AS DIRECTED BY THE fNGlNITR. <br />h. If" Al TERNATlV[ N[lHOOS a INfll TRATION BASIN CCt4STRUCTlOO ARE PRCJ>osrn BY THE C~TRACTOR, THOSE Al TERNATlV'[ I\I[THOOS "Mll REQUIR[ WRITTEH <br />APPROVAl BY THE ENGINEER. <br /> <br />f. PRKR 10 PlACOtENT (f" THE AGGREGAl[ BASE. A TEST RCU Mll EI[ REClUIRED ON THE STREET AND PARKJNG AREA SUBGRADE. THE COHTRACTOR SHAlL PROW)[ A <br />lOADED TANDElI AXlE TRUo< NTH A GROSS 'llfJGHT Cf" 2~ TaiS. THE: TEST RCUJNG SHAll BE AT DiE OIREClKJrf Of THE SOlS ENGINEER AND SHAll BE COMPlf.T[() IN <br />AREAS AS DtRECTED BY THE SCllS ENGIN[[R. THE SOILS ENGN[ER SHAll N.l[RYIN[ 'Milot SEClICNS Of THE STREET ~ PARKING AREA ARE lINSTAaL CmRECTlON (F <br />THE SUBGRADE SOIlS SHAll BE COWPlET[() IN ACC~OANC[ NTH lHE RECMROIENTS (F n-f[ S<JlS ENQNEIR. <br /> <br />THE CailRAtTM SliAll BE. RESPONSI8l[ fOR PROVlOlNG AND IrIAtNTAIN1NG lRAfllC CONTR<l. DE'dCES SUQi AS BARRICADES, WARNING SIGNS. O!REcnCl'tAl SIGNS, ftAQ,EN <br />AND UCHTS to CONTRa.. THE YOVENtNT (F TRAfFlC 'MiERE NEa:SSARY. lRNllC CONTRa. [)[~S SHAll CONFQRU TO APPRCPRIAT( IrIINNESOTA DEPARTNENT a <br />lRANSPORTAl"I<:H STNfOAROS. <br /> <br />\ <br /> <br />I <br /> <br /> <br />I ii11{' I <br />I i I i <br />'III <br />II bl <br />I):! i I <br />I J II <br />11~11 <br />III <br />I I \ I <br />Ii ;( <br />IJ~ <br />I)})) 1/1, <br />f~f)/II ) <br />II I( II ( <br />!! ;!Jf I <br />I i I I <br /> <br />1/ I) 1/ <br />//1/ I I <br />, . ~ . <br /> <br />I <br />( <br />I <br />I <br />I <br />I <br />I <br /> <br />- -- <br />\... <br /> <br />+~ <br />0> <br /> <br />6'<'0 <br />6' <br />cY -'(yo <br />~ t>-: 000) <br />~cY; ~ <br />.:::;>00,. <br />o <br /> <br />'- <br />'\ <br /> <br />------ <br /> <br />-----....... <br /> <br />--------- <br /> <br />------ <br /> <br />--------- <br /> <br />-~~'"~ <br /> <br />LEGEND <br /> <br />PROPOSED <br />X 962.5 <br />-902- <br />W <br /> <br />EXISTING <br />X 962.5 <br /> <br /> <br />t <br />I <br /> <br />SPOT [L[VA TION <br />CONTOUR <br />RIP RAP <br />CURB & GUTTER <br />STOR" SEWER <br />SANITARY SEWER <br />FORCE"AIN (SAN.) <br />WATER"AIN <br />EASEMENT <br />OVERFLOW ELEV. <br />RET AINING WALL <br />O\JTf ALL CURB <br />SOIL BORING LOCATION <br /> <br />.->>----- <br /> <br />-+ ~rxx <br />cv::: ::::: <br /> <br />1H[ SUBSURfACE UT1UlY lNFORMATIOO SHOMi CH THESE PlANS IS A UTlUTY OUAUTY LE\U D. THIS OUAUTY lE\U WAS [l[T[RUIN[O <br />ACCORDING 10 THE GUlDUJN[S c; ClASCE: 38-02, liMO ~STANOARD GUIO(UNES FOR THE COllECTION AND ()[P1CllQi (I" fXlST1HG <br />SUBSURfACE UTlLITY DATA.. THE CONTRACTOR ANO/~ SUacaHRACT~S SHAll DETERMINE THE EXACT lOCATlCJt (F AU (XISTlNG <br />UTlUlI[S BHORE COMUENQNG WffiK. BY COOTAClING Tl-I[ N011flCATlCli C[Nl[R (GOPH[R STAlE ON[ Foo t.tINN[SOTA). THE CONmACTOR <br />NID/fF. SUBCONTRACTOR AGREE TO BE fUlly RESPONSIaE fOR ANY AND All OANAGES. 'M1IOt MIGHT 8[ OCCASt(fi[D BY HIS 00 HER <br />fAftUR[ TO [XACTl Y lOCAl[ ANO PRESERIJ[ AN)' AND AU UTIlIlIES (UNDERGROUND AND CM:RHEAD) <br /> <br />o <br />~,:""~, .1'. <br /> <br />40 80 <br />\".r'.\~,,~..,.;~-1 <br /> <br />PA-lO~ <br /> <br />SCALE IN FEET <br /> <br />U> <br />~ <( w <br />lE~b~ <br />OF=VlOZ <br />~5';t I <( <br />~Oz Z-.J <br />o<(~3a. <br />I-OwO~ <br />~~::JI-~ <br />5:ll:~<(~ <br />a::: a::: ~ Z ~ <br />~<(zO <br />ZQ.tJO <br />l.LI W <br />o U> <br /> <br />t)., <br />.~ <br />~ <br />'- <br />o <br /> <br />~s ~~ <br />"''''<<> <br />~l.l) I I <br />~~~~ <br />o~" <br /><i::~~ <br />..~K~ <br />~~ ~ , <br />::S~-S! <br />~5Q. <br />~~ <br />",0.. <br />'" <br />:!: <br /> <br />t)., <br />.!; <br />t: <br />~ <br />it <br /> <br />t)., <br />.!; C ~ u <br />\..: 0..5 <br /><b 0::. <br /><b a:""" <br />-!; c! <br />~ ~u <br />t:lL.lLo <br />l<J .. ,. <br />~.:2 <br />o <br /> <br /> <br />I ~ <br /> <br />~ <br />-c- <br />~"Q ~ ci <br />OcQ)...... <br />a.Oc:O <br />~ c:.61 ~ <br />a.OCc: <br />,,:~w.~ <br />~~g: <br />c a..S! 0 <br />oii:~Q) <br />a..o.;~C; <br />"uo...... <br />._ .. .... V1 <br />.r ~Q. <br />-:0 ut <br />- >-.'ZE <br />~ E~..... <br />- ~o <br /> <br />fi~j <br />~5-5:5 <br />~EoE~ <br />~ -c <br />..c >- 0 C <br />_.D_ ::J <br /> <br /> <br />;; <br /> <br />V> <br />C <br />o. <br />:~ g <br />'" <br />'" ci <br />" <br />SH[[T NUI.A8(R P(I. <br /> <br />C-2.01 <br /> <br />WRA mE I t6131 <br />