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<br /> GRADING NOTES INFILTRATION BASIN CONSTRUCTION NOTES
<br /> 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION.SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE.
<br /> 1. INFILTRATION BASIN CONSTRUCTION REQUIREMENTS:
<br /> 2.CONTRACTOR SHALL TAKE ALL PRECAUMNS NECESSARY TO AMC/PROPERTY DAMAGE TO ADJACENT PROPERTIES
<br /> )/10■11.A PT ETSNTEOCIT1?IA I=ECN'T1 ZCVR;)1 E STCPUNRCRNI LC;DCUTIZAT FCTE'COANNSLTRUCTI 10ED1 P I'ILAESLEYS NgES TPI=1;°C7.A N Y tINMCI ITLEV01:4Z.TR=7:SZIFIXTRAnTrNITREI 1.1:C FTEI,TIrLIMR;="BASNITTI=TIERNGNANRNDXS,NSNATNADNIXIS, _..,
<br /> ORGANIC FILTE..BIORETENTION AREAS,ENHANCED SWALES,DRY STORAGE PONDS WITH UNDERORAIN DISCHARGE,AND I. -1 5.ws-
<br /> NATURM DEPRESSIONS(IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS SURFACE))
<br /> , 25'SETBACK ,
<br /> 3. SAFETY NOTICE TO CONTRACTORS:IN ACCORDANCE W.GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
<br /> OrAYLILPg(St'NWSNALNDEPSROITRTYN:UCRT:TAGPg1R.EF'XX TVCCI=IFECICA'IrC.I.DT1111=FYI=VI ZPCPLLIV DI N G SAF E' 1.a.THE INFILTRATION BASIN SHALL BE EXCAVATED TO NO LOWER THAN 2.0 FEET ABOVE FINISHED GRADE DURING 0.5'TO TOPSOIL BELOW
<br /> FINISHED GRADE•
<br /> .,WALKOUT OPENINGS
<br /> CONSTRUCTION W.THE EXCEINION OF INSTALLING THE INLET F.RED END SECTION(IF APPLI.BLE).ONCE
<br /> AFTER HOUSE
<br /> TO)NCIONF'42141ANNSCT7f118;111R7;41;=1)V/RANCITTFtS=RYN/H1 EA frS ZOTTHI NIE=E;0°111ZI,DDEERT11/(171A,NO F STREET AND UTILITY CONSTRUCTION CEASES AND"FINAL STABIU.TION..DEFINED ACCORDING TO
<br /> THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN.ON OR NEAR THE CONSTRUCTION SITE. MAR1000001 CONSTRUCTION STORM WATER PERMIT SECTION IV.G)OF CONTRIBUTING DFtAINAGE AR.HAS BEEN
<br /> COMPLETED,AND ONLY AFTER THE OWNER'S ENGINEER AUTrIORIZES CONTRACTOR TO PROCEED,INFILTRATION E ALL rhRIZSDT701g
<br /> A
<br /> A.0°V=ENOTSVALTIN=PEF7GYIENTEPEZSAYL!:=TSTIT?IrSSIZCI;°CNO:14PigETZ'';741C4E=FA'ET::PE FCCEHNNTCNAr F ThE BASIN SHALL BE EXCAVATED TO FINISHED GRADE.
<br /> A
<br /> 0.5'TOPDS001wL N.-, ...,_FFIg7:(1),GRADE
<br /> 0.5'TOPSOIL
<br /> 1.b.HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA.EX.VATION WITHIN THE
<br /> EZI4T.Z.GCECofTN'ET1c1=AFILSEHNtl.NENESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS
<br /> 1,1ririTifilATT}140/g/gliffil,rill.LHZP=NsIcE.UYE:ENTERA BACKHOE BUCKET W.TEETH.CONTRACTOR SHALL DISC ay.
<br /> ENGINEERED FILL
<br /> TWO GEOTECHNI.L ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: - V i. 0.5'TOPSOIL i ,,:,, IF REQUIRED(TYP)
<br /> 1.c.TEDILRAT'N BASIN SOHNASTRUCZPTIEACCTITIT';::ILZ.TECPRO)PRErr l',ilitXE'DTOrCiTOWNN:TaRIFZEOF ZiE=SigrEf°
<br /> cA czinsr NORTHERN TECHNOLOGIES.INC. CAOMPATisly:HAUGOGEOTECHNICAL SERVICES.U.0 BAS I N.EI:ITP gSUSI11131.C
<br /> =y1.11,4AFiliSHX::BLVD.SUITE M 2825 CEDAR AVE SOUTH
<br /> TYPICAL SINGLE FAMILY WALKOUT(VVO)BUILDING PAD GRADING DETAIL
<br /> MINNEAPOLIS.MN 55407 1.d.(1,.Fli.L.FrEtAcfritE:HENHOpSiZITH=SiAALNsleA,TuC,FgA0S,I,N4Astfi41,4,CAlliEcl.fcilLSR:IgALL HAVE INLET EROSION CONTROL
<br /> SE■ iNlir.
<br /> PHONE:763-433-9175 PHONE:612-729-2959
<br /> DATED:12/30/2003 DATED:6/6/2016
<br /> 1.e.ABOVE THE INFILTRATION BASIN OUTLET ELEVATION,INCLUDING THE BERM AND DISTURBED ARE.,A MINIMUM
<br /> OF 4"DEPTH OF TOPSOIL MATERIAL SHALL BE P.CED TO THE FINISHED GRADE ELEVATION.TOPSOIL SHALL MEET 35' 25' ,5',
<br /> CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT. B.i
<br /> (MN/DOT)SPECIFICATION.THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131(LOW MAINTENANCE -su. F sw!-es we-
<br /> 5.CONTRICCTOR SHALL COMPLETE DEWATERING AS REQUIREDTO COMPLETE THE SITE GRADING CONSTRUCTION. TURF)APPLIED AT A RATE OF 220 LBS/ACRE,OR MN STATE SEED MIXTURE 3,241(MESIC PRAIRIE GENERAL)
<br /> APPLIED AT A RATE OF 36.5 LBS/ACRE.SOD MEETING(MN/DOT)SPECIFI.TION 3878.2-B.N BE SUBSTITUTED FOR
<br /> 6. PCNC:NCTRTCZARCSEirl'WI POI VErOGED=MAZIITTNI=SWAVAEGT/F=FITNOYFIVT=TTHREETAESSITZALIDNEG SEED.
<br /> . 0.5'TO TOPS011.BELOW FINISHED GRADE
<br /> AFTER HOUSE
<br /> •Sr'flingTE'roTi'fglii.liT0irEERF.YOFO'R IEECCZITC7r-TATILEESNUTLEtEANOrSigl 1:FL4A17:E(ZPITLETTC'lr IANNACA=DDIANNECCErIENDITHYTH E SEED APPLICATION PROCEDURE:
<br /> MIXTURE APPLI.TION PROCEDURES SHALL FOLLOW(MN/DOT)SPECIFICATION 2575.3.SEED SHALL BE SECURED BY WALKOUT OPENINGS
<br /> PROVIDE 0.5 OF
<br /> .1_0 5 TOPSOIL-1 'N,FINISHED GRADE
<br /> REQUIREMENTS OF THE GEOTE.M.L ENGINEER. USE OF(MN/DOT)SPECM.TION 3885 CATEGORY 1 EROSION BLANKET.
<br /> FALL IN FIRST 10 FEET I
<br /> 7. i!,MAACTALTLXLTE'fr,'AEOV'EltilTSTZELETILTRGOTMFITHETgRAUNCITI=B:ILIEATIgliATOADTOANNADL‘CWC:71.47 ABSENT A SOIL TEST.FERTILIZER MEETING ANALYSIS 22-5-10(N PK)80%.W.I.N.SHALL BE APPLIED AT A RATE OF 350
<br /> LBS/ACRE fOR SEED MIXTURE 2,121.OR FERTILIZER WITH AN ANALYSIS OF 18-1-8(NPK)(FOR LOAM,aav LOAM 05 TOPSOIL • 05'TOPSOIL m Ai
<br /> ' -i-\ 2 ---- --------4----- -
<br /> ---:---,- •
<br /> THE OWNER. SOIL),OR 17-10-7(NPK)(FOR SANDS WITH LESS THAN 309,ORGAN IC AND C.Y MATTER)NATURAL BASE SHALL BE
<br /> 15'HOLD DOWN FOR PAD
<br /> APPUED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241. -7-I. ---i
<br /> 8. gp,"14,"0`ci.Zy=u8c8,481,Z7A"RsRtEDEE's",',.;8A`gTin:ra,'DAIVENCYT=S:NNSC.NE LAA:MEIFDI AENDDE IS.ITGRA1 ZACFCF/ITCTR 0 1 LC BELOW THE INFILTRATION BASIN OUTLET,INCLUDING B.IN FLOOR,PLACE P.NTING MEDIUM.1.BASED ON- ENGINEERED FIE(
<br /> ,7,,H=6,,,,,E;irprf=i cc,wTHREARNEs:/..EHE,.ErsAsiAig.'sfrRAA,F,FDILC,05NTROL DEVICES SHALL CONFORM TO APPROPRIATE SITE SOIL CONDITIONS,AND ALSO BASED ON.NDSCAPE ARCHITECT.WATERSFIED,AND/OR CITY --•77..7,777,- •..„../',.• IF REQUIRED MP,
<br /> RECOMMENDATIONS(SEE DETAIL ON P.N).DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE
<br /> 33-361(STORMWATER SOUTH AND WEST)APPLIED AT A RATE OF 35 LBS/ACRE.CAAINTILE INSTAL.TION(IF E■irIrt TYPICAL SINGLE FAMILY SPLIT LEVEL WALKOUT(SLWO)BUILDING PAD GRADING DETAIL 11=111111111■11110e
<br /> 'EP'RC INT IENCGOTANCE::NAT4g1TEN=TAZCNTAORY:gEPTATI PO'N'S=XL PL BCEN;CR rE:INXENDA'AR:!rC.0 FTITRANCTOrSjX.LAPNR(01);Cf REQUIRED)SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION.
<br /> TREES TO REMAIN AT ALL TIMES.EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND NOTE:INFILTRATION BASIN FLOOR EXCAVATING,P.NTING MEDIUM SOIL PLACEMENT,DRA1NTILE INSTALLATION.
<br /> EXTREME.UTION SIOLL BE EXERCISED WHEN WORKING ADJACENTIO TREES.SFIOULD ANY PORTION OF THE TREE ETC.SHAU.TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER.THORIZES CONTRACTOR TO PROCEED AND AFTER ......5,... 35' 25' .''
<br /> ....i.
<br /> BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENE CONTRACTOR SHALL INFILTRATION B.N SIDESLOPES(ABOVE OUTLET ELEVATION)HAVE UNDERGONE"FINAL STABILCATION.WHICH
<br /> OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERV.TO TRIM THE TREES PRIOR TO THE BEGINNING OF . '...--25'SETBACK ,
<br /> INCLUDES FLUSHING OUT ACC UMU.TED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER.EX.VATED
<br /> OPERATION.SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS.THE BROKEN LIMBS
<br /> BASIN MATERIAL SHALL BE DISPOSED Of DOWNSTR.M OF BASIN AREA,IF POSSIBLE,OR OFF-SITE.
<br /> STO°TUHLEDTT7E E'.EPr4g ISNSTIAILDLI IAITE EREX5ECOLTig'10AUT NAEUPTHOPREI'ZIA-TIP:NTT Vlti EDEYNTITEZ.IgSAT'SWFORTRNAGAFDArGAGE SEED APPLICATION PROCEDURE:
<br /> SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPEOAL PAYMENT WILL BE 0.5'TO TOPSOIL BELOW . FINISHED GRADE
<br /> MIXTURE APPUCATION PROCEDURES SHALL FOLLOW(MN/DOT)SPECIFI.T1ON 2575.3.SEED SHALL BE SECURED
<br /> AFTER HOUSE
<br /> MADE.
<br /> WALKOUT OPENINGS
<br /> BY USE OF HYDRO MULCH,OR SECURED BY(MN/DOT)SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION
<br /> PROVIDE 0.5'OF .--i
<br /> BLANKET.ABSENT A SOIL TEST,FERTILIZER WITH AN ANALYSIS OF 1,14(API()(FOR LOAMS.CLAY LOAM SOIL),OR
<br /> 9.a.Itz(E)SHT1,11CLELDZE,ArSAroAL,IANTCp14.,UNDTEHAEL,L,EDsEiS.:,G,VDTEADJFZEDH:FiftE/H1.40,1.AliTHSIDE OF THE DESIGNATED CONSTRUCTION
<br /> 17-10-7(API()(FOR SANDS W.LESS THAN 309,ORGAN IC AND CLAY MATTER),NATURAL BASE SHALL BE APPLIED FALL IN FIRST 10 FEET
<br /> AT A RATE OF 120 LBS/ACRE. 0.5'TOPSOIL-1-\_
<br /> t / 1._0.5'TOPSOIL i ‘\,_FINISHED GRADE 1'r--
<br /> IC■1C.T7iiSTPIIEV,:siTiTf7ITTi EA-10i igiircT1=NBSETEITZTEAlfi TgrrA rATR=EXirTTE ZETDPI70 1.g.griji:TcftrAgT.OyR:intsilWrEsDOilitG:1:1;:_,ANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS 2'HOLD DOWN FOR PAD
<br /> SAVE ADOMONAL TREES AS DIRECTED BY THE OWNER. -f---7--- ---Eli" ,
<br /> 9.c.IS'TA IFCVANS7HEODViA/F7 E0A=1:1714:1F,EROTEE=771g TIT'ralLYTIIIIISYFrNIISNAGEB7RNELTY07EDACNA°'E L ".IIF‘ITLETBENFt:TIEVEAZTEHT)04COSTIZEITI7E'T:TIN.4AE IrAIBN:=IT°I.N.IEAgAP':.?.PS7SAIE:thrITEHI.E CC"TRACT'."'St ---77,f77-- ENGINEERED FILL
<br /> • ‘,,,,,', IF REQUIRED(TYP)
<br /> kg1,:.1,VpliTYETCE/EAt,N,',IAKEITAIDN,TAvd:gLcAcCjAiW414NIVETsTi.znfilNsrikrIE.PLACEMENT OF AU PROTECTIVE FENCING SHALL BE
<br /> 1.i. g.,,,s.t.s FoRg EANT1 oTel==TgEtrEo COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE c,411,117 TYPICAL SINGLE FAMILY LOOKOUT(LO)}WILDING PAD GRADING DETAIL
<br /> ".THCEASYITV.E j(G:TIFITIALCF4r$11:11A:ATLUGEFITONUEGNI=YLEEDOCRIZAIREAAM:g4 STYFI°EC;TIELEZ=I#FEID3E.El7C'EAST°N ''4 FB7CMOANNDCUECTTESDnI1FDEDSF14 7=7=WAS VERIFIED ACCORDING TO ASTM D-3385-03"STANDARD TEST
<br /> TOPSOIL SHALL BE P.CED IN EMBANKMENT AREAS.OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. METHOD FOR INFILTRATKA RATE OF SOILS IN FIELD USING DOUBLE-RING IN FILTROMETE R..) FINISHED GRADE __..5., 35' 5':
<br /> ,
<br /> 1121..'EUS8pQAITTrTZ2XHcO ORNtUCE PNAD IL1 ANS;:g LVP00FC1ITLAH:AY ETX:.gC CBICiTTOm,OEEI7TN VNAR:A E1RDRIERN TDSOENTA FAAW ANVCIC.TRG ECEAFYAL rOAT T1S IiN2tVa SD:I=R1TIIA)RR.UNENTUCE=SCTICTT E OIIIOD TM NNBAFPT:Y I A ITOI F TREEO HTtAECtFEAE:LE'L'SE E'EOT'.NT SIC=WPGRIgENOD VLE EfiBCNE4sI TR AgY t1r=ECITN TcHA TE O OIR=DTWAE°ITNR U4 VE3TiVERNO.E iaT CrOSSsHeO.STBIEFNITA8:AT=ilRIE:N VA CSIgTTUROt'iUR T1OC ASX;T;HU,icAt'1.R,Lg:A1L iE L cC)I PT:PMOTi EIT NEMA=s lNT PTELF RPE Z4 ITA E'RAL NI7.-t TC TI Ti.OV HRRN E'ENE IO CS ZS'H LSE'HB:SRAOgPZLRRL ER ri NA n AOEOD DWST 7"M B E r
<br /> i. IANL222FL...I.ad LC.,.T ORSAGTTA ATT EEOS RMISS O,MT T DIN NWW uIABMsIIOATLLUL L SEi IED M G rBBNISO E E TS SA ONuC O E)WU.AEF.O.TTTIOL ENHHLI Hz TL NDA OE E E BE U RSA P RvE CT IIE.TNE TRTQWIFEzEE.FIUSD SOILLT..iT I tRRL AER MT MEBD Az D E TTAI HN.IRNNO,,EE.,CUAN Q E TFCM TU.ICINNEBOI.ISEeSF RET R TIH.LD STEO AHRD.F NAA TCsLTR EE L I OS ETBTAN O E S C TCSTH EOHH 0SA3ME T.3 L5 IFPL 8NOA L5G BECL-E T.LS EO9VHD W'EA RLFIOIL NF IBG R NEE D FE PIPA RL wACTORIH rCD n E IBi ND Y TFU HITLRE HTE RE S:
<br /> AOOT.WIO NN EEN BRGA,IESNXION E CAEN E(RR 0PR E.AT A5 A N TA.AD E S C NRE O TF
<br /> LEODO.R T HE
<br /> BACKFILL WITH
<br /> I TYP-1
<br /> SCTORMUPCATCU
<br /> TREAD L
<br /> 2.016 1 Nil
<br /> U IPN 0R.OF5'I-V'R-TISDOT-E 1-S00 O,.-5F/I'EL O ET F 1 y.'•.'.
<br /> - 0-•
<br /> _-_0_2T5O-_. _
<br /> ?O . mrA0 .00MD O O ' s__
<br /> 4 EI-S ET1HR 4B-F EIAH1N1D 1C1O1-I 1S1K G1U
<br /> H 0RSEAE.D
<br /> D1.GE-w
<br /> DE ENGIN...E
<br /> ERED FILL
<br /> WITH UNIFORM LEVE.OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN,OR BETWEEN SUCH POINTS AND
<br /> . ACCE
<br /> TYPICAL SINGLE FAMILY FULL BASEMENT(FB)BUILDING PAD GRADING DETAIL IimmisImmiiimaimeesimmie
<br /> Ec;S:s1.4HGH2ro.ONES6pigEA.AgoTHH,ATT=c1171)FEI:IgiglaEiliL=.,1,315Pfrt,CZCHT2EF,131E0=SEQUEDNL0DED 0A HAs 2.f THE TEST RESULTS WILL BE AVER.ED TO OBTAIN THE INFILTRATION RATE USED FOR PTANCE.
<br /> BOTTOM OF
<br /> STMELOABLE,140:T4IRC=CcTZur,EL.cAct).,=,Dc:TTU0R=r7c,TLFZCAPE4,7,FitsAC0TFOTT,SEOHPX=S SHALL BE RESTORED 2.g.THE LOWEST MEASURED INFILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF 0.45 INCHES/IqUR. EXCAVATED SOIL
<br /> UNSTABLE SOIL
<br /> MATERIAL AS
<br /> 13.TOLERANCES IkFVTL'EBIENI:IFLONErRTEO*TCF7ACTC!0;:LIETETAC7711RNE°C7TITZID7C;)1WFTENPEL=IENP=A0AEKTSDNTERS==::NINACT°R REQUIRED BY SOILS
<br /> ENGINEER
<br /> 13.a.1F.=EAS=12,:.N30'ION:TSBLE!Or/,'THE NPTE7CDR IrE DTLCEEV EALTZ:TArAFST'Y'APO!rt4TYWHAENRYE:VA rA°51:=T°I.:N IFINAF47:77 E RE=IVIAEBAOVIE.Y'Sill BCZUREAN=IES)111 G NT ILLNL'IB EL ZIIIIIRELD'll:k111111.NIZTT:E=IWANSCgATDHEEX:EVAIE _...5, 35'
<br /> .....-. 25' ...,5'
<br /> MADE. FrtEHQUATATHRAAnT,E)=7EcRoMNI;VRED%STE.RE-TESTING SHALL BE AT TEIE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM
<br /> 0=TYPICAL STREET GRADING DETAIL
<br /> TORIEOS.1V0Toi•rBEAL=T=RFFIraDD$EUEZ1;7cEO'rAlt:V0Hi tAii•=1;r1ITEVE fT.F7=EF.C'T A'Vt. FALL IN FIRST 10 FEET
<br /> 0.5'TOPSOIL FINISHED GRADE
<br /> 05'TOPSOIL ..ilr<iTER HOUSE
<br /> 13'.IrEQUSIX)TLFIEVAt!ICY/CN).NICTELIg D=C?TfIntENREWG1=7.FITE:iiigTE:13°F'Y"CA'°Ct NEL°W Y"' - '--- •- -----'•---•.- --•
<br /> f 1._0.5'TOPSOIL i ----"--------- - • -'
<br /> 13.d.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPEOFIED THICKNESS.
<br /> FINISHED GRADE
<br /> 1.5.HOLD DOWN FOR PAD
<br /> 14.AFTER THE SITE GRADING IS COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS.CONTRACTOR SHALL
<br /> ,1:1,2:TNESAP,,O,R;g14,EE/Cs7 SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR.OR IMPORT SUITABLE
<br /> ENGINEERED FILL
<br /> • ,,''/ IF REQUIRED(TYP)
<br /> ".LARCEAATCNO:RHA=CrALS it.DETEER);141TfaNitri.OXI01:=74,ZETZAEgS°Ti CMC)ANYI:EDIXIIREL)NTOLgTIZITT
<br /> THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUt ROADS ON EROSION AND SEDIMENT CONTROL-SITE EINI.1.1r7 TYPICAL SINGLE FAMILY SLAB ON GRADE(SOG)BUILDING PAD GRADING DETAIL mimilesisemilememe
<br /> MAr.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVF RNING AUTHORITY OF EACH ROADWAY
<br /> CONTRACTOR SHALE POST WHATEVER SECURITY,AND COMPLY WITH ALL CONDMONS WHIO4 ARE REQUIRED BY EACH
<br /> GOVERNING.THORNY OF.CH RO.WAY.
<br /> ITESSITUONIINEED=2TFIYCHETOFTATATTIrSCONZIIR:FIER:ZYD=TeZTAV%ifkg1=UZ=END$:ROL:A NE NOTES:
<br /> 'SATEATrECE=3r2E7D11.NXT41:17..ON 71/%1L7 TFII TErVill°E'STA OERA=VEE T7TCINI/NME:R'SITAYTERSLETNISI'Xitt L.gin'N D 1. PROVIDE 0.5 FOOT SEPARATION FROM WALKOUT ELEVATION OR EXPOSED OPENING TO FINISHED GRADE AS REQUIRED BY THE BUILDING CODE.
<br /> WINTER WHEAT SHOUI 0 Bf Sf I rum BASED ON THE TIMT OF YEAR THAT THE MIX IS BEING USED.OATS SHOU DM 2. THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT(SIDE LOT LINE TO SIDE LOT LINE).
<br /> :`,`,1,04'1".",",sliF Ti",)%ucsTE.D.rinE,"Pr-L'51EEEILlertiAl'El'sArrSITrv■E'ir CZNATARA=Tr=i)EBA(i!i'ffa
<br /> 3. SOIL CORRECTION FOR EACH BUILDING PAD SHALL ASA MINIMUM BE COMPLETED THE FULL WIDTH OF THE LOT(SIDE LOT LINE TO SIDE LOT LINE).ON
<br /> V4E.ETAS=1 rS'OITAAIrl Elf>.
<br /> SP FD AT 12 POUNDS PER ACRE SEED SHALL BF WATERED UNTIL A HEALTHY STAND OF
<br /> CORNER LOTS,SOIL CORRECTION FOR EACH BUILDING PAD SHALL BE COMPLETED ALONG BOTH SIDES OF THE LOT,TO ALLOW HOME TO BE CONSTRUCTED
<br /> ALONG ENTIRE FRONTAGE.
<br /> 17.Esi,(it:TE/C9EGO WITHIN THE BUILDING P.AREAS SHALL BE IN CONFORMANCE W.HUD/FHA PROCEDURES AND DATA
<br /> 4. :,,,,=JiliZGRPTA0I/M.A,YA:IrEi=;,RcTFT,:;IN5s0,,FuEjEcTTligN11.,17,1,1E(FROM FRONT TO BACK)AS SHOWN ON THE GRADING PLAN.CONTRACTOR TO CONTACT
<br /> VIEW THIS ITEM.
<br /> ".RA'ffT=AA=RSI11EL(771==f7ETRiti)f F0BC?(=G7.A=CCACLICTAA7TiOCr:'S If1DLSOILIEBB"■;iTfiCg.HTI=FRiE0
<br /> 2 f=vtERMEXTT.:0 TEUXErC1E/ARITLi(FSNii::GIATili EP IR:STIADLEL1701SNOnEj1C.T(inZ(ES)===01.:1(Tgl:F'10=ArlCE
<br /> .46...:__.,
<br /> CALSambatek
<br /> '':. www.sambatek.com
<br /> Engineering Surveying!Planning I Environmental
<br /> Summary Revision History
<br /> Designed:N.
<br /> Approved:DS
<br /> Phase:PRELIMINARY
<br /> Drawn:NRH
<br /> Book/Page:
<br /> Initial Issue:os/29/2016 No.Date By Submittal Revision Certification
<br /> I hereby certify that this plan.specifkation or r was prepared by Client
<br /> me or under my direct supervision and that uly licensed PAXMAR
<br /> professional ENGINEER under the laws te of Minnesota.
<br /> t.I
<br /> Nathan R.Herman,>‘-
<br /> Registration No.479 lia.
<br /> IT appIrcabk.contact AR,.signed copy of this plan which is available
<br /> upon request at Sam k's,Minnetonka.MN office. Project
<br /> RIVER PARK
<br /> FOURTH ADDITION,
<br /> ELK RIVER,MN Sheet Title
<br /> PRELIMINARY GRADING
<br /> PLAN DETAIL Sheet No. Revision
<br /> C4.04
<br /> Project No PAX 20460
<br />
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