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7 <br />l <br />I) <br />I) <br />11 <br />_ 50 25 0 25 50 100 1 <br />SCALE IN FEET '(*',' <br />1 <br />2. <br />3. <br />/-14. USE AN 8" WIDE EXTERNAL SEAL WRAP, "INF -SHETLD" OR APPROVED <br />EQUAL WITH ALL SANITARY SEWER MANHOLES. <br />aT Plrt axOstO ARO �nuSR*. <br />COxE rsfA0xc 00'mbmsan. <br />I Of N SLOPE TQ XII <br />GRPR BDIT PIPE <br />DaOINANDI PIPEAND SLOPE GROUP <br />- 2'TOWARD INJERT. <br />/ / NANNOUSTfPE SX ALL BF PIA® <br />BOn1ATOFF5ETVERTIGLPORTIOx <br />F <br />RI.vI SKNON <br />15. CONCRETE ADJUSTING RINGS WITH 2 RINGS OF RAM-NEK BETWEEN <br />dam' <br />ISM�Ea <br />OF DONE I5 FAaxG DOwxsrnFAM. <br />NEEN4H 0.=6118 FRAME AND COVFA OR <br />EQUAL WRH FRAP=AIEDPIQHPES. <br />PINI MM -SH EID ENTE0.zW SEATING STEEYE <br />no0.5®wE OEi --.—ES. <br />fWu wrtxx[ <br />E <br />' ac®rqT.ro/ <br />EVErvsr <br />DRAWING NAME NO. <br />'E <br />be MexuunJxMamcro <br />REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />MINIM H UTRINA%IMUMO RENSES F <br />� PDJUSIMEM RINGS WITN2RING5a <br />RAM.rvEN BETWEEN FAOI. USE HDPE. <br />SLOPE RINGS TO ACHIEVE BLWE. 2 RB%S <br />:r AT ECIIONTO <br />AND <br />§ ceRAm.xEN SM4u3Tu <br />PSPEUFlDO By MaiW1 TO0. PUSTICM <br />IABINNOU <br />SERs 5� <br />Au, rconw[ex cew <br />snrs rvrEw.nn a <br />=Nox� Mu.Iss <br />b <br />=m N� afcanEvfulrN mwls)RDW. <br />EWu <br />F I NAL SANITARY AND WATERMAIN PLANS <br />FILE NO. <br />I I <br />a ErwvEO u PE1rurnrnc <br />I- -I <br />INPANE <br />NEEPANIII)ce EWu vmn <br />_ <br />DRAWN BY <br />EO UN =b n � <br />wmllxSroE fAaaf wPE�h�� <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />— <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITMATE USE. <br />MR EQUIN STEPS,NEENa10.=9Bll <br />OREQUINE6^WECENTER <br />AWMINUM SEEPS APPRO'JED. <br />Y ALLJOINR IN MNBHPE lO WWE <br />�� 'Q'RING WBSA GASRTS. <br />PIPE SHNLBE CVT Of <br />wrrH INSIDE FAceawqu. <br />� <br />�� mF <br />w i11:' m <br />0 <br />�^ <br />N w �"� <br />peA`' <br />Rs P� <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 <br />!N= VaeENOWnS <br />�� <br />AlSOES <br />1/=wafNE axD REwaRawnns xs =w=PMEsx. <br />RINGERSWOOD LOT 1 BLOCK 2 <br />G O N Y EA HOMES <br />31202-320 <br />xmawm Pwllab <br />OP-1--� <br />2 <br />CHECKED BY <br />QED rc¢PTAatu <br />•.. •. <br />' NRFATEaiwx l9 4POEom 1 <br />DATE <br />ROBERT S M STA , P.E. / <br />Date: ?7 Ela No. Zpl-("L$ <br />NOTE: NORN-SEAL MANNPE OR EQUAL <br />CONADERED ACCEPFABIE ALTERNgTB <br />_ <br />RE CASTBASE <br />I56'FOR=EEE EPPOR RIESS,AND IHU1FA41' <br />SEETIPE IN NICRTNA f00. EVE0.YPOFOENX <br />N. <br />CES I— —Em <br />IN, <br />Epw <br />Es¢0 au1 5®g+ COxMON,EO ACOTrawsu <br />ORAawlxunsrERs. <br />avrN Gt9a=T <br />wrt OxTn <br />O <br />iO0` SANITER1 SEWER DROP,L <br />C INLET MANHOLE <br />! <br />D <br />. WATERTIGHT MANHOLE` <br />O, ry0e <br />bBWRARYSEWERJUNCTIONMAPI <br />If• <br />Q <br />SAN 2 <br />SAN -3 <br />SAN4 <br />Tn— wau0lxc Au nEbwxKu nlxrs <br />IP Iry °� <br />woA <br />MEP u<I.spuwKeyam <br />'EfelfRnsrtamu nO. Bslm RWIMv <br />wEaRmaf water <br />mVfKesfuoa5ma+ <br />8 M CWE0. u�0an BE0 <br />�—B mErAOu n0. o-s=s0 aRATp of waTR <br />upuixmfnwvur2ronE. <br />TOP <br />-NAro'eElpv <br />Am. wirtrn0lx n0. vN59z zr woE == OFAnnnneEr. <br />PNri OfCaER. <br />sFt ¢raTPUTE xO. w,aT =. <br />�� MEo <br />w.VMN n of == of aOAsmExr. <br />fpr srEaaN NO <br />IxG SLEEVE �nEOUW <br />A . <br />O° RAW <br />mER <br />mx, <br />rtRwovu eRaA aF MEOuuGs xEOwJm <br />nz� <br />�� rnnwxTrvnv srvu <br />s6aEmE, <br />ER <br />—BASE P®.,P <br />�SMERs<,xD,R9R <br />aiozi dsmo= <br />.�, Fw r9�Ex1.x9ED Win` <br />Y a,ERwA,a:.lauww <br />,' EwEx� wm <br />�.sa =5 <br />vNHEB.maEN <br />e� ,RDN xu vm=5 Er wTE� Am�3 <br />x)s AffOaT,ut <br />na sm wE Nan <br />m xD.m OMr.—NON— <br />IvwwE <br />aTEaax w.v55I5 m �°M°w �ur°so,.ruaRTr <br />� <br />\�% / msr.rcmws scnala, <br />�R.,MWSTND� 5E9N�NI� <br />onr9RaNT <br />PxrERIHE,E. <br />B ND� <br />$oN <br />`,' 8 NETAUATfOND �% <br />Y WATERMAINWETTAP <br />o O <br />8GN it-It <br />GATE VALVIE AND <br />O F INSTAUAT[0 �% <br />`'+ <br />O <br />� <br />� � VKINSTAlNT10N T <br />WAT-3 <br />WqT-2 <br />WAT-3 <br />WAT4 <br />ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED. AND ALL <br />BOLTS USED SHALL BE STAINLESS STEEL. <br />REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.Merx9^ <br />ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. <br />WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE <br />STATIONING IS CALCULATED FROM THE DOWNSTREAM MANHOLES. <br />ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE <br />STRUCTURES. <br />dH o�TRucnaN aP,q <br />VNAIN <br />FlIP110r10 BUTTRESS DIMEN DIONS <br />snm <br />KxOc.— <br />AR ¢E B9fepwroOawWER <br />BENxEa <br />13 AWG PWMATER PROOF <br />WNGTE INPL <br />IN <br />GRADE <br />E—E / <br />ErtNnfE <br />BOTHTMCER� <br />MIQ 95•BEND ttH. COMPACIID <br />ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED <br />BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS <br />UNLESS OTHERWISE NOTED. <br />ALL SEWER SERVICES ARE LOCATED S FEET DOWNSTREAM OF WATER <br />SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. <br />SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE <br />PROPERTYLINE UNLESS OTHERWISE NOTED. <br />uE X0� <br />l .i `�Y'„� <br />I/2'PVC WIRES <br />FlN15n Pace <br />HroRANrExJxNBrnoN <br />$NUIMU,% S6H.TGRAxuIAR <br />� <br />_ <br />3/9•SruNTss a0. <br />3/4^ EPOa MATED IS <br />OR EP ESS RODS, OR MEGNUGS <br />7.ALL SELECT GRANu— <br />-'BEND <br />ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE <br />VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR <br />THIS PROJECT. <br />PIAN 90° BENDS PLAN 45° BENDS <br />B <br />12A <br />MANLINE <br />WSFrtrP, <br />X 12 ANG <br />TI= <br />EH'STPJxlE55 0R <br />MBGALI%5 w%r mATEDnE <br />nEWLWs. <br />NmE: <br />1. INSTALL HYDRANTS F BEHIND CURB (TYPICAL). INSTALL HYDRANTS 4'RE, <br />BE HIND THE CURB ONTHEWALK SIDEOF THE BLVD. <br />POLY WRAP ALL HYDRANT BARRELS <br />swe fv p i <br />me 4 <br />Qn. <br />BRPN71 <br />muP <br />oA-BURY WG <br />A. FOR FORCE M9IN OFFSET, NSE 45° BENDS TOGETHER OR FIANbE MEOWWIGE <br />DONNELTIONE <br />2 AU Frmrv[s SHALL eE NPory �Roeo ENxr MATED DurnIE IRax TO MEEroR <br />ExCEEOANP/AM—AA'DCII6/AZ I.1=6REQUIREMENS. <br />3. MEEAUK WILL NOT RE AL-IEO ON ANY QP WATER max. <br />4.RE GMNUTARWILLBEREQUWEOBETWEENINSUTA KWATERMAIN,AND <br />BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. <br />ALL 4"-12” WATERMAIN SHALL BE DIP CI 52. <br />MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT <br />UNDI <br />SECTION Al PIAN 22PVJ9 l/2°BENOSBENOS <br />Des "m <br />S. AIL BENDB SHALL HAVE mEG9lUG5 Prof RODB Wrrx BLODONGw ACCORDANCE <br />WEJH SfANDARO PLATE WAT-05. <br />6. DOPPERTPACBR WIRE SHAD -EE UEEDWIM WC WATERMADE. <br />wgTERMAw eoLTSPIULeE CARE-&ue oR APPRovED EQUAT. <br />CONNECTON POINTS FOLLOWING INSTALLATION OF PIPE TO PROTECT <br />EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL <br />REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. <br />CONCRETE THRUST BLOCIONG <br />TRACER -BE CONNECTIONS <br />�`�t <br />�$O O <br />WATER MAIN /FORCE MAIN OFFSET <br />�'C <br />THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER <br />DEPARTMENT AT 952-2494600 AT LEAST 48 HOURS PRIOR TO ANY PUBLIC <br />SEWERA'VATERMAIN CONNECTION. <br />WATfi <br />WAT41 <br />WAT9 <br />,m war -e <br />uR_wa-e 0x <br />nR_.xr-RA"A <br />/-14. USE AN 8" WIDE EXTERNAL SEAL WRAP, "INF -SHETLD" OR APPROVED <br />EQUAL WITH ALL SANITARY SEWER MANHOLES. <br />15. CONCRETE ADJUSTING RINGS WITH 2 RINGS OF RAM-NEK BETWEEN <br />SHALL BE USED ON ALL MANHOLES AND CATCH BASINS. <br />DRAWING NAME NO. <br />BY DATE <br />REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I <br />SERs 5� <br />CITY PROJECT NO. <br />--- <br />F I NAL SANITARY AND WATERMAIN PLANS <br />FILE NO. <br />BASE DICKEY LANE <br />_ <br />DRAWN BY <br />_ _ _ _ _ _ _ <br />-- ------------------- <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />— <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITMATE USE. <br />AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />,,, // <br />— / �i✓� <br />�� mF <br />w i11:' m <br />0 <br />�^ <br />N w �"� <br />peA`' <br />Rs P� <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 <br />ORONO, <br />MINNESOTA <br />RINGERSWOOD LOT 1 BLOCK 2 <br />G O N Y EA HOMES <br />31202-320 <br />TCW <br />2 <br />CHECKED BY <br />RSM <br />DATE <br />ROBERT S M STA , P.E. / <br />Date: ?7 Ela No. Zpl-("L$ <br />— <br />01/30/17 <br />