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! TURRET :w ��aa m A <br />1 <br />TYPICAL <br />l: a11417G?IG1 iR4HW l <br />DETAIL IARO4Ar147� t1111f <br />P1 AN %app <br />133TFr� �4 TAG <br />M <br />CPMt;-5W Ts.N VIEW f ••1 PAT[Rr PRIC'NG <br />Ar-' 4 1 IwC ..9.'!0a, F Sa AI <br />SPECIFICATIONS PATENT PEVDM <br />PaANWCT,E1EUer , <br />1. STEEL PEINFOBCDG. COLD JOLN" 9i[LB RED M40LMIC MNMR SRICTVRE 41,= US). <br />7 CONTUSE SFW, PAVE M-04104 COM ESS:1" STROMSEHOF 4X8 PS 0.T 29 DI CONCRETEAIa EWRAIND <br />(4%`E33% ae b1113i1EI, <br />3.R_r"ItENI InACCDFDk= r1'TTH ASTM ASIS GRAM S_ MOUNW. <br />4.THREE-PC.NTPXF WI REQ-^.FSEDLTFTSIG POCWM ACH A STAISIM HOIL <br />D <br />R SM1TOER Use <br />'a IIECGNPA'"F.ilT795'L SMMOPCCAQR. <br />P <br />a TA'trP'� LEW CLT' GALVN'7AAATE G'1 <br />G.5. I FOA 09beSRBANIOACIM <br />7 TWL".'71.E 11Elr-RTIC: GALVNLIZP: Nii1ATE(7731BSAPiECEJ EOR 7,314 PCUNJALH'cEL LDAR <br />9. WE7P.U13W: O19T IIAT9lV- BETWEEN TURRET AND NOUTE,TION r4uff <br />7 RAIN GUARDIAN <br />DETAIL- <br />050 <br />COVR'CTED BALKFLL <br />7�PRIN9LINE <br />7- <br />r ---- D' �- <br />I � r <br />I <br />I <br />pc/3 <br />CUING L_/24 ON 3° <br />EXCEPT 7YPE 4 <br />OUTER BEDDIN: MATERIAL AND/ <br />COMPACTION EACH SIDE z: AE <br />REOVIREMENTE. ' HAUNCH <br />.LOWER IDE <br />�4 <br />I <br />__------ --J <br />MIDDLE BEDDING LOOSELY <br />PL:CED UNCOMPAVEO <br />BEDDING EXCEPT YPE 4 <br />ST'NUARO TRENCH INSTALLATION FOIL AND MINIMUM STANDARD PROCTOR <br />COMP.CTION REOUIREMENTS <br />IN-TAL1,:1104 TYPE <br />HAUNCH AND OUTER <br />L(,'.SER JOE <br />OIL BEGINNING VA -14 ONE OF THESE aYJJDDLS WITH -LX <br />BEDDING <br />C. LEES PAS'ING ' #2DO L.1E E <br />WB@'D. <br />C TECORY II COURSE CRANED -OIL. wT,, FINES: CM, CC, SM. :C. Or <br />'NY -:AL CcCINNING WITH LME Or THESE SYMBOLS <br />'.0%CATEGU: <br />TYPE 1 <br />95:L C TEGORY 1 <br />95%CA70001, d <br />NOT 'PI BLE <br />ATN LE55 THAN 30'.: RETAINED ON A ;200 NEVE. <br />100% :AFEGU,1 ;ll <br />PLUC1CO <br />,E71 <br />81 CATECOR' I <br />TYPE 2 <br />£D% C.^TEGORY 1 <br />9055,. C.,TEG•5RY li <br />PLUG OR <br />9591 CATEGORY I' <br />95% CATEGORY III <br />BSC C:TECORY I <br />85X CATEGOR' I <br />TYPE 3 <br />90% C'.TEM7Y 11 <br />90% CATEGORY 11 <br />CRUM <br />955.E C"TEDDRY IT <br />55% C-TEGORY B <br />NO COMP.4T1014 REQUIRED. <br />NO COMF,.CTION REQUIRED. <br />TYPE 4 <br />EY.CEPT IF C TEGORY IT <br />EXCEPT IF CATEGOE'Y III <br />9za <br />V,E 85X CITEGORY III <br />LGr 65% CATE'ORV III <br />EOI LENT SOIL CLA.SIFICATIONS FOR SOIL OEIII <br />SOIL DNIFIED .,'OIL CL - Iircincm ;,YSTEM (DS:.S) <br />MN, OCT PP In -ION <br />CATEuyy I CLE'N COURSE GR:INEO SOILS! `IT, SP, GW, GP, OR ANY <br />COARSE FILTER AGaREC.STE <br />OIL BEGINNING VA -14 ONE OF THESE aYJJDDLS WITH -LX <br />MN/DOT 3149.2H <br />C. LEES PAS'ING ' #2DO L.1E E <br />WB@'D. <br />C TECORY II COURSE CRANED -OIL. wT,, FINES: CM, CC, SM. :C. Or <br />'NY -:AL CcCINNING WITH LME Or THESE SYMBOLS <br />'GGRLG'TE BEOCIN6 <br />MN/DOT 314-2G <br />CONI MVRE THAN i�A PA^SINU .. J200 SIEYL <br />CCMP'-,TED BACKFILL <br />C-TEGORY III FINE GTAINEU SOIL:: CL UL ;OR CL -ML, CLML, ML/CL) <br />NOT 'PI BLE <br />ATN LE55 THAN 30'.: RETAINED ON A ;200 NEVE. <br />`COTES. <br />1. COMPCTION AND SOIL SYMBGL--LE. 95% CPTEGOOY I" REFERS TO C..TEGCRY I S.,L <br />MATERIA_ WITH MINIMUM STAND'RD PROCTCP CDMP.:CTION OF 95%. <br />2. E011 IN BEODIN6 AND HUNCH -CNE: SH.11. BE COMP,'DTED TO . T LFA -,T THE -:-!IE <br />COMPACTION AS LPECIFTEO F0'i THE M ,.JDPBY OF SOIL IN THE 9e-KFIL_ ZONE. <br />3. THE rRENCH 'MOW STALL BE 41CLR THAN ..HDWN IF REQUIRED FOR ADEQUATE SPACE TO <br />Tr IN LVECIFIED CCMP'CT,ON IN THE HAUNCH AND BEDDING ZONE.-. <br />4, FOR TRENCH WALLS WW CRENTER THAN 1n DECREE -LOPE-THAT '0NSIST OF <br />ENIBAKKMEN', THE LOWER SIDE HALL BE ^.IMP.-CTED TO AT LEAST THE TAME COMPACTION <br />AS SF_CmED For <br />THE E'OIL IN THE BACKFILL ZONE, <br />5 NO BEDDING J- REODIRED FOR -YPF 4 STANDARD INSTALLAT'ON. <br />E RE ER 'O ASTM 01479-07 FIN' DETAILS. <br />7. TYPE A BCCD'NC ':H, -LL BE USED UNLLS_ NOTLD On E.W:=- <br />TYPICAL PIPE BEDDING FOR RCP AND DIP <br />1 �TSCAU <br />N, ITTHE MINIMUM TRENCH WIDTH '0' SHALL BE W=C -16" OR 1.255Do+12 WHICHE Er- IS <br />ORE TER. <br />2. FIFE EMBEDMENT HATER' -,L EH'L_ BE CL:_S I ('R CLA:.0 II M.?73i4:_ REFER TO <br />-I'EL;IFLC,MlOr:i 1 311 UEI iL:, <br />3. REFER TO ASTM 02321 -CE 'UNLEFOF.JUNO IN�TALLAD..N OF THEr.MIPL1e TIC FIFE FOR <br />'_EWEF.' AND O'HE:. CR TTY FL(.-. APPLIC1TO45" FPR UET LLS <br />6 TYPI AL PIPE BEDDING FOR PV <br />NOT TU <br />Fes-- <br />- >� <br />- Ead-W, <br />rMMFUTINvl M66bx IfwA `' <br />Y�YF nI w¢w'�+r'r1.M A ARl-.ylR'�f.IM <br />wTnt L,.wY.�lixow <br />. Th«iD-4A�.raTTP,TRraIA. -� � <br />.arTT•n:::PN,n"Ar<. wNir 5555. <br />^T <br />355,'1{ s <br />+.. _S': 1-rNM9VTat1 <br />SEcnONA A _�• <br />wwraa�l WMtt"r AAT <br />iROaortFOT1areD° m.,H=asemernc woven. <br />iAb e.TtvaT�ve+Inoue+wcuT AM1AAw <br />i YG1p MNM!]l�.Ixls�.JR11PYi(.MWxC.«FV MBSNrn W'oreNR <br />a�9MI vw11[IONnrR w�OAfw1MMMNaln e.fe <br />STANDARD Reasx3N <br />HT -� rrU GATE _. 1P 6L 7015- <br />CATCH BASIN <br />i 1'1.Ai` WITHOUT SUMP <br />3 24" x 36" PRECAST CATCH BASIN <br />501 <br />NOT TO S <br />r PROPO:LEO SURFACE <br />j INSTALL SCREW TYPE PLA -TIC PWG <br />FOR P.^. '.LE.NOUTC. PRG IDE <br />12"X12" MEr;L PLATE LAR PLLC <br />3 --INCHES BELOW FROPO-D GFwkDE. <br />rISER <br />DP':IN TILF <br />CL"NT <br />UT <br />WYE Sr.J(CH <br />4 DRAIN TILE LEA OUT <br />C5 Tp Le <br />miu+u4 <br />t•llr9Fn,x AYI <br />ecAm rTr nanee TeA.mIPa_ �'r� <br />.[NI <br />TEE. WYE, <br />WB@'D. <br />i/ <br />\ <br />T` <br />CCMP'-,TED BACKFILL <br />\ti\� \ �� <br />FITTIND <br />�/ MIN 12' <br />PLUC1CO <br />,E71 <br />45A <br />21I <br />TNI• <br />�12L <br />PLUG OR <br />SaRINGLkE� <br />ON HUM <br />BEND <br />am <br />BEND <br />09*93 <br />PIPE EMEEGHEN7H'.LNCH <br />CRUM <br />a <br />m <br />1= <br />o <br />4 <br />I <br />I 4 <br />9za <br />PIPE BEODINC <br />N, ITTHE MINIMUM TRENCH WIDTH '0' SHALL BE W=C -16" OR 1.255Do+12 WHICHE Er- IS <br />ORE TER. <br />2. FIFE EMBEDMENT HATER' -,L EH'L_ BE CL:_S I ('R CLA:.0 II M.?73i4:_ REFER TO <br />-I'EL;IFLC,MlOr:i 1 311 UEI iL:, <br />3. REFER TO ASTM 02321 -CE 'UNLEFOF.JUNO IN�TALLAD..N OF THEr.MIPL1e TIC FIFE FOR <br />'_EWEF.' AND O'HE:. CR TTY FL(.-. APPLIC1TO45" FPR UET LLS <br />6 TYPI AL PIPE BEDDING FOR PV <br />NOT TU <br />Fes-- <br />- >� <br />- Ead-W, <br />rMMFUTINvl M66bx IfwA `' <br />Y�YF nI w¢w'�+r'r1.M A ARl-.ylR'�f.IM <br />wTnt L,.wY.�lixow <br />. Th«iD-4A�.raTTP,TRraIA. -� � <br />.arTT•n:::PN,n"Ar<. wNir 5555. <br />^T <br />355,'1{ s <br />+.. _S': 1-rNM9VTat1 <br />SEcnONA A _�• <br />wwraa�l WMtt"r AAT <br />iROaortFOT1areD° m.,H=asemernc woven. <br />iAb e.TtvaT�ve+Inoue+wcuT AM1AAw <br />i YG1p MNM!]l�.Ixls�.JR11PYi(.MWxC.«FV MBSNrn W'oreNR <br />a�9MI vw11[IONnrR w�OAfw1MMMNaln e.fe <br />STANDARD Reasx3N <br />HT -� rrU GATE _. 1P 6L 7015- <br />CATCH BASIN <br />i 1'1.Ai` WITHOUT SUMP <br />3 24" x 36" PRECAST CATCH BASIN <br />501 <br />NOT TO S <br />r PROPO:LEO SURFACE <br />j INSTALL SCREW TYPE PLA -TIC PWG <br />FOR P.^. '.LE.NOUTC. PRG IDE <br />12"X12" MEr;L PLATE LAR PLLC <br />3 --INCHES BELOW FROPO-D GFwkDE. <br />rISER <br />DP':IN TILF <br />CL"NT <br />UT <br />WYE Sr.J(CH <br />4 DRAIN TILE LEA OUT <br />C5 Tp Le <br />miu+u4 <br />t•llr9Fn,x AYI <br />ecAm rTr nanee TeA.mIPa_ �'r� <br />r Nr+ArarxxTmwacar awic•r."BwlrTemlierw.+T•Tn <br />+sa.slc�saernz': rwoac-;aallo. <br />A brie. rorsoaAA'Mm imn..uc.a1rr.oT:o(Iwlw wA� <br />(1y.11x EMN9P0#lr�ancv Yf eePAslNetlN MVMNM3^MTI MSCe36KRnRPIxAMV1eANW <br />yyyl��pEYpmnrppC�FM6If..�pIYYIriN1 VM�rw4R.TOC W h.1'£ �]pNµf' <br />A ■ �IIK'SE91@II[fH�.w�w"I r�nnv�ra'�6MIIIJJ+'1�11Tr, OeGIN�11Rp0i <br />wwTTr'iwarxPTaE '. A'I tll <br />POURED CONCRETE P' <br />E i <br />THRUST OR <br />HUG4CKING n <br />TH <br />WATERMAIN <br />r Na HLF17i <br />APNLYCeb <br />1 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS <br />ai <br />u .x <br />i."rRLCO('P w.xnLnJv'IM <br />m errnw•�TMxro1Rn .+Tv <br />•pR - F�If�T '"i T"v� <br />a"rCaOP :(xnmfhl LL�K Flir.(:IlC1W.(W5n e: iL MDi4F- axi _xFli_AI'A Vii'-_ <br />PLAt= NO. N2T*'A <br />CATCH BASIN RENLSIQN <br />HUGO MANHOLE DA,E µ_�Pnu 7tllb <br />t WITHOUT SUMP <br />STORM SEWER MANHOLE CATCH BASIN <br />C <br />THE ��11 <br />F1 111 11P, III.- IF, 10CN, <br />ARCHITECTS <br />212 Third Avg N Suite 460 <br />Minneapolis, MN 55401 <br />www,fouridatiamrchcorn <br />IL 612.340.5430 <br />f. 612.340.5431 <br />BKBM - <br />HIIItiialm 4-- Fm frail 90440 <br />y bfidilrraDln <br />19 as Bal NIP- r< <br />T.wxa <br />�jFe.r r m W4wr a aiTa si r r nw4 a awT <br />OTAwA wv 4 s• M V r � •axil r4r r3r mt <br />I certify that this plan sp"Jillcation ar <br />report was prepared by me or under <br />my direct supervision and filet I am a <br />duly Ucensed Professional EBgllteer <br />under the laws of the state of Mhnesota <br />Joel W. Mater <br />DI O6.2F201w Reg N0. 19101 <br />.[NI <br />TEE. WYE, <br />WB@'D. <br />i/ <br />FITTIND <br />Z <br />PLUC1CO <br />,E71 <br />45A <br />21I <br />TNI• <br />�12L <br />PLUG OR <br />PLUGGED <br />ON HUM <br />BEND <br />am <br />BEND <br />09*93 <br />cm <br />CRUM <br />a <br />m <br />1= <br />o <br />4 <br />T6 <br />IA <br />9za <br />627 <br />_ <br />OA <br />r <br />=-:106A <br />7s <br />..-�33 <br />LLA <br />0 <br />5_5555_ <br />L <br />1.6 <br />59d.4 <br />COOYrloht <br />9 <br />7.6 <br />17 <br />dr <br />f7,0 <br />3,4 <br />1.7 <br />14 <br />n3 <br />16923.0 <br />is <br />BA <br />46 <br />23 <br />x1.3 <br />w <br />71.3 <br />113 <br />66, _ <br />3A .. <br />10 <br />7aA <br />7r.9 <br />3BA <br />a7A <br />14A <br />7: <br />26 <br />qD <br />703 <br />ASS <br />NTD <br />s19 <br />761 _. <br />9A <br />..136 <br />AT <br />I ap <br />04.0 <br />RFA <br />P6A <br />0.B <br />r Nr+ArarxxTmwacar awic•r."BwlrTemlierw.+T•Tn <br />+sa.slc�saernz': rwoac-;aallo. <br />A brie. rorsoaAA'Mm imn..uc.a1rr.oT:o(Iwlw wA� <br />(1y.11x EMN9P0#lr�ancv Yf eePAslNetlN MVMNM3^MTI MSCe36KRnRPIxAMV1eANW <br />yyyl��pEYpmnrppC�FM6If..�pIYYIriN1 VM�rw4R.TOC W h.1'£ �]pNµf' <br />A ■ �IIK'SE91@II[fH�.w�w"I r�nnv�ra'�6MIIIJJ+'1�11Tr, OeGIN�11Rp0i <br />wwTTr'iwarxPTaE '. A'I tll <br />POURED CONCRETE P' <br />E i <br />THRUST OR <br />HUG4CKING n <br />TH <br />WATERMAIN <br />r Na HLF17i <br />APNLYCeb <br />1 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS <br />ai <br />u .x <br />i."rRLCO('P w.xnLnJv'IM <br />m errnw•�TMxro1Rn .+Tv <br />•pR - F�If�T '"i T"v� <br />a"rCaOP :(xnmfhl LL�K Flir.(:IlC1W.(W5n e: iL MDi4F- axi _xFli_AI'A Vii'-_ <br />PLAt= NO. N2T*'A <br />CATCH BASIN RENLSIQN <br />HUGO MANHOLE DA,E µ_�Pnu 7tllb <br />t WITHOUT SUMP <br />STORM SEWER MANHOLE CATCH BASIN <br />C <br />THE ��11 <br />F1 111 11P, III.- IF, 10CN, <br />ARCHITECTS <br />212 Third Avg N Suite 460 <br />Minneapolis, MN 55401 <br />www,fouridatiamrchcorn <br />IL 612.340.5430 <br />f. 612.340.5431 <br />BKBM - <br />HIIItiialm 4-- Fm frail 90440 <br />y bfidilrraDln <br />19 as Bal NIP- r< <br />T.wxa <br />�jFe.r r m W4wr a aiTa si r r nw4 a awT <br />OTAwA wv 4 s• M V r � •axil r4r r3r mt <br />I certify that this plan sp"Jillcation ar <br />report was prepared by me or under <br />my direct supervision and filet I am a <br />duly Ucensed Professional EBgllteer <br />under the laws of the state of Mhnesota <br />Joel W. Mater <br />DI O6.2F201w Reg N0. 19101 <br />CIA DETALS <br />pyre 06,24.2018 <br />P, ,e t MUsI 14127 <br />I <br />C501 <br />HA <br />i/ <br />Z <br />W <br />Q <br />i <br />v� <br />� <br />0 <br />ffi <br />a <br />m <br />1= <br />o <br />LLJ <br />(D <br />9za <br />nsa <br />_ <br />Imo-' <br />r <br />LLA <br />0 <br />L <br />COOYrloht <br />2016 <br />CIA DETALS <br />pyre 06,24.2018 <br />P, ,e t MUsI 14127 <br />I <br />C501 <br />