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� • ;. , , 610 IMPI - UTILITY NOTES <br /> REDUCED INTO a. BOOT AT <br /> NET WELL SEA 0+16.]], 1 'V Q045M <br /> 6.82' SOUTH. NEW E INN. - 1.50 1 ]x V PROPOSE➢ L PVC )LM FOUNDATION <br /> ST. 1 <br /> 1 FAAVIrr sENVER a 1.002 wu ' p I Cwc FpRaoAnnN cDlaRrcrw aILNL vr1Nr M 10vDws aF Au IRnMADRDIA+o <br /> Inanrs rxnR To <br /> EXISTING UPT STATION FF DFV-N411 R nAW � "F ESGVAiI011. <br /> STA U+15J6, 4.6x' SOUTH IH - 1 <br /> STA 0+50.61, 12.18 SOUTH x. OrmuCTI011 M FASLWE TO NS <br /> MY ANY LATHE CONTRACTOR TR WOIRNN1SNr Br M TO OB <br /> TOP a. WET WELL - 5.05 i TOPS - 6.10 A I L OT11FJ1 AGTRcis SISAIL W ND WAY RDILVF M oatk <br /> a RESPONSYUn ro POWRW M <br /> TOP EL VN.YE VAur - 60] ( 0. - 1" AcramAxcF WM ALL N+IxARi PIAI1s. SP[FYWwlOxS. OROInAWSS. <br /> ROXMTDxS <br /> S- W .. EL-- 1.57 r E. INV. EL - IAB <br /> Ronald EL -1.28 1 IC • rWYiavA y voaFWn N TNF FtE10 r M CRORAAIOR uo r Axr <br /> PROPOSED 6Y LATERAL I A11CIE5 .wE D6CONfITm. M ENGWEEB SHNL a wO BW MY. <br /> EXISIWG le" IUIP=��c W/ 4Y c1UN0UT N' <br /> M. 0. - .32 :�_` SLA. 1+x).09 I n.e a' TME CED <br /> Cy a. ML SNBIAN/ EOrtll fA.MIY TWE 9WL •E CONSTRIIm WRN A ux Of x' CORA. <br /> 1 8.156 SWM rar <br /> mm- ••__ pImIMG ,�y PVC a' )cam' wj41MwA s PROPOSED am <br /> 192 5' vIM6oR TO THE II.PArr OF 'I SNAl jollity TLA nlw R Al Rc unm OFPr. A <br />wN. a .e IdMs <br /> J EN 3' FA5E1NrNi•+ A W � ; +}rte W. EL . .A a. M YLx EVER NL LMMr SflEFA <br /> FORS "M TINT 6 t0 Y <br /> 38•NTy i _ D+a�C y ✓ �a• 'r•'"f . r _ �� ♦ SOr_ _ xswY •n/ r .v: wwm WAP IRtlER PANND <br /> 6 m BE CtliACRa W 12• URS WY ro A WL OF 95s WpldOu <br /> 1 et' M 1Wa' dP DFx9iY WIN A INCI4NGt OIR11 a OMR ldCN6 ACCFPTAaE i0 M UIGWELR. F <br /> iL'No a.^'G-"NE"� "-Ntl- .-•-•- AT ws EOD6E wm ax AAMWnoD T-m s rtn REsuLrs AT <br /> .oD• WluNus <br /> - ' ' - ' - / a. CATCH BASH ��41 - <br /> ;' / <br /> GRATE EL - 5.Ta j�•4 ^�! mmm Rmmmmmm- If }SW ¢e,r.rte ' ) ca z was mws�THAT MME ol6rwnsuposty <br /> THE DD EDDTWO muTni OF JAL Iwai, Pm las. v�ALVis, R A <br /> 4r' ; m" W. INV. EL - 0.5a �� . 4 145TH $T. uTalds. BwHRFs. AND DRIER W.Tw AxD 5lWEII .A«AT1Fx <br />c9. FaAxAi FDx LAD B '� <br /> Aq. osF. W. EL - zw "All r.. <br /> d f' 'a d:t.�,6'Z",.. I Pwn swl aE APPRwm sr M Dr+NmR PRw ro R.aumi <br /> .4. 41 <br /> TOP OF EX. WATERLl1E I .� .�:,: <br /> (BEND) EL - 2.66 WsrNl 1r OF le'r CNv WsrNl lO' Of Ie•6 cw• 8 wRO•DWAYST EODWVSroS <br /> SMLIaE Rw° ilm ei Dq <br /> W/ TONG, ldrt. DIO W/ LONG. YR. FM rAMmAC10R AT H6 °rD6c Y a <br /> ' 1 W WI.- aD E INP 8.3 9. M OANE11 aLL wm K M mrFlRAcraR A sASFUK Nq WNCNldwX <br />FM M r� u <br /> l S �! 11I D6 la"9 INSTALL NEW TYPE C' ce 'S A A �U�TNaIIZa✓r1 A STAKES,OR <br />5� ET STAKES JAM <br /> SIEI I ``:`J cORaldTm uETAL PPE W/ T1W'FIG GRAX Crt sNEETS, <br /> J E BNERT 0, - 6.15 I TOP EL-w6 pOH <br /> W. IINm1 EL - S.m C W. - )A0, W MV.-).10 NL T IM AVItlxNK FxFDiSC� TESTS CMR.ICTFM� <br /> COOIaWgmMMFSf WON M[FxOx411 <br /> EX m CIIi9 am I all 150S CUP. CONTRACTOR TO N0 4 URIIY DEPT. PWO 10 NAEVI NI641K°LtrT. <br /> m TM M SHNL PWWNIE M UR T..) <br /> FLOW EL - 5.95 OPEN CUT a. CONI. RELIONE a. COPP W. NORM MND WMTDI AESLTS OF AL TEf1N4 <br /> z <br /> M S.E. ON. a - 1.9 DRNEWAY TO WSTAU. ANO IANNECT CULVERT ro MM CATCH 1I ORAVDN' a[Wm tool <br /> BF OMAA•D W NL DEWED ORD AND OMER "ITRAIS <br /> / N°t• e'P PAG GRAWrr WSW ON. EL - ).09 FDunalc m1wnRX+ 6 M SKTD1. M S'aSYFU SIWL EAE T[91m/pw(MM <br /> CROMCTM <br /> / SEWER JS "MIND CARS Ill AT HIS <br /> mM 9� OF NOT EIYMEED 50D��4/OAMY/R9C�NTDNWNI+ER�. <br /> •� I EXISTNG J'P PVC TORTE WN I FlON FL - 9.51 t 1F1LM510M�G 1011 NL GRASIY SEWERS EAWL AL50 B[ <br /> IIFRam. W <br /> S S. M LCWIRACfdT WWL WL '9R61wE SAn GLL OF FIMgA NC' AT p' � N n <br /> ANY <br /> LEGEND u. AL UTILITY ~roxs aNcn5xroFROP aR�nno To ME SANTIRY SPOPPEA SERAOE uTEAA1 swl "GET <br /> "Alk x z ^ <br /> urate O M x010 FIDmA PWSBIN CONE. E� < 4 <br /> immml <br /> S <br /> SRI n = ? R <br /> - - - IX6TING RIGHT OF WAY 0661mJ E/J 2 < n <br /> OWN - W- W- POSTING WATER MN .rvwlda."ev wPAR rre W.0 mrmrotraarurueoPAtlPa •ane = <br />Nn <br /> fill N��AKW� <br /> - " - " - w.eNev W.rRTaauF.wm•+ ^ < v <br /> EXISTING SANITARY SEWER z a <br /> a • aa� PROPOSED SANITARY SEWER ruwrrtm<r A <br /> EXISTING WW FORCE ANN a s w ` uau..F®• .•+ruru' aru.Nu.m...o.w.Nwrra...wv cou.w.c O <br /> Fill <br /> PROPOSED SANITARY MAIINOIE + „ - � e� wi ;SCI � ndyE ounuan awons. wmrdwuBn•w.o•rcu.nFwrwe. <br />�wevluvrnnw <br /> co�,LJ NB. IB EXISTING SPOT ELEVATMNJ �dN kp S + r3 wt uStuaxuSWrw•rRL 10Irc.I.Iv.XuwFrvN <br /> ID. 6 ce <br /> PROPOSED SPOT ELEVATION Pill w� 333 . «'�rPe«N. NeeW.rvmw ••`��� <br /> gNW <br /> HW R <br /> 14.0 14.0yy <br /> Lu2.0 12.0 umwetur .W RF9 � WY F uFw u�mTuwwvuuu9NMwN [�Sa1] <br /> 10.0 11 <br /> 10.0 BYE IWLua tOuw O <br /> KEY NOTES <br /> 1.) THE GENERA. OONMIGITOR AND/OR 8.0 8.0 B �u�Nruoclx+uwmulr�u.vl.wroa urveorotre TRN+rArFa <br /> .RtA.a d <br /> SUBCONTRACTOR SHAT VERITY ALL DWIENSIONS IX. ]'a .rw.A.rnOa <br /> IN ME FRLD WITH TNS CONSTRUCTION DRAWING wPuutSN ,��, <br /> PRIOR TO CONSTRUCTION. THE ENGINEER SHALL 6.0 6.0 '� <br /> BE IAYEDIANLY NOTIFIED OF ANY -- c v�.Brtcu.0u. rNo.uOwewrrwa+.nn+^w wrN.w rr�rwvvaNOwN. �+ <br /> d <br /> DISCREPANCIES FOUND. n PVC e' •..11 <br /> 2.) THE GENERA. CONTRACTOR ANO/a+ ueuaA wneu+•waa0ervotvA ucrasotruvForr mr.>W rn Nuu uwraeoun U) <br /> p' <br /> SUBCONTMCTOE(5) SHALL REPORT ANY 4.0 I 4.0 <br /> DISCREPANCIES. ERRORS M OISSIO6 TO ME • uuu.nwnswm+cmrnWwm.cmrrB+uwSvu+rlWc vrrnrowcra.nTMCOu.' .^ <br /> ENGINEER FOR CORRECTION BEFORE "Ne nu.w.Otww+r <br /> CONSTRUCTION BEGINS. SHOULD ANN• xNuOruuv.teA 06T.vmP.uuu wuxs. uO•^.muAr"e"Nu. <br /> CONTRACTOR CHOOSE TO ORRLOOK OR FAIL TO 2.0AL 2.0 .+uxcumrn N"A .a nlravnA rR.n. ..emne.cta x+u rtrPer.al.Nc <br /> REPORT ANY DISCREPANCIES, ERRORS OR 1=1 <br /> -]. ! <br /> CIASSIONS TO ME ENGINEER, THAT SPECIFIC mFtwnW o.+Wwu• IwNwuun.mrv•wrTuxw wua+.BPurFR •nADnF w+++roi <br /> CONTRACTOR SHALL BEM ME EXPENSE 0.0 0.0 W <br /> INCURRED AS A RESOT OF SUCH U <br /> DISCREPANCIES, ERRORS OIE OMISSIONS. EX 1e rvz u _Q <br /> -2.0 -2.0 W z O <br /> Q N <br /> -4.0 -4.0 rr.wtuata TUX1.nwo.rr .orr.rmre.m.®:o.wnru .rro.mrruo. wrro rrew»e. y <br /> W w <br /> & Y d a y O n <br /> 8 8a 8ry 8" 8 8 8 Z <br /> Mw A <br /> Rs 8 8 SANITARY SEWER <br /> iR <br /> 0 IN Not IEDEP SEPERATION REQUIREMENTS I'z-I, Nm t v <br /> iFFf. AMD PR°FIIABLY 1p FQTFQT.OBII'A�1 M OUTSIDE M M1E111 AND M g11>tt a El05WA M IY <br /> Nm <br /> � 2 Z <br /> LEGAL DESCRIPTM (rINRN1WD M CLSNT) ]O 15 ]0 60 PRavOSED aRAWIV- OR vI1m5URE-TINY SNNITARr SLWFA xW STEaATFR rant[ 11Aa1 <br /> M PPfIW1E COIrh11NG R[CNR1m <br /> 4 Ta xa RT0SA1F0 IAIDDI PART N a onalu ax-a1o. rwc M wx9NW xoRNartu sFrwAtlOx mrANCF n <br /> a AND M rAn v FMEr W EDT .. BmCIt A OIGXnO TINE IWNADS •--a <br /> aFIVRDt wTu tAAR1a Axo ORWth-TrFE SAr6rART sWO1 sNul B[ RmA2o TD�T1wm FaT WNOa M •OTou o< � <br /> PmATax , N74xN1010 ro M Mi MIIFOF. A4 RFLOROEO W r 1N fCET M aTq NINA 6 u+D AT IES# m WCH[5 MOVE M ra Or M SEWFIL <br /> WE RDOG BE I INNOFII THE MTFIt <br /> PIAT BORT ]. PAGE T4, TWAT+ RECORDS a IIIOIN RARR m1ANn, a WITERNo ANY AT i,E NIR PRONSm Awfil a VmuW TYPE , a <br /> SEWED EAST BE LAD 40 M OUfEIUF <br /> TO SAID. 10111 3u NIM <br /> THAT PARE EE SORWRGm 4x05 B ADNMEMI a II N Of M 10110 ILA91 6 AT ICAST m 91r41F5. AND PRF)PNLY 12 INCHES, <br />A•0.E M AT If.Asr 10 R1Eu[S eElnr ME <br /> ro SAo LOIS ] AND M GST K FEET O LOf 4, ACauRED F BmIIIA w I ....0m ) It ...r 1,...1 Ow4DE oP MF oMx vr[IINF. 11oaHal <br /> R • PRUDSGI[ 10 wr M WTG IIMN AeaY M Orxp PrDINE APROJENo <br /> EoEDME101MENtxxww-JIT ao OOTUBER ]0. 9N NN II¢Clam W BOR+ x14 BOOR M oTIER <br /> MOVE m M WATa ldNx .aMs TILL eE As rM As Pa551WL FRw M OTBt __PAGE IN IWfDP06 W lM RI.0 CDIMY rLORM. 1We.TMLY. <br /> AT SIICN CItlSBxGf. M PRS SHILL Y AWMNGm f0 Mr NL MTUI uW JOMIS ME AT ISAfT MmfALL .101116 to vACIAW-TINY SANMRY auras, OR uRf " O u-510. rAa. ANo AT <br /> ILST m FEET FRou NL ]DINS W aRAWn- a MESEAWE-TYPE l• l rwTORO N. SMITH. PE #12062GARY aWD6, WADm F w , NIR rr°RN6 cONRYWG R[OAAa Ill lour <br />RrautmPARr DATE:x OIC 6x-610, !Ac :ID101A 1010 x. Staill P.E. <br /> w mryNPEI N ieN N. S^WA. PL N .erlre .eeA N Teas N snrls P.F. Vnr r Pe+Iaea Y urr eerur rrW w Xarnee06R .0 tlVr Fr.kL Aq NLA <br /> w s urr M +N�eNeIN^. aNMW. rely � NLer aVFewM N Vre' amwrrvar N ter- N aF'•W' PreABilra .Rlraul u"'^1 N Taa x. Wr�w. PL Nrw.H n w F <br /> it <br />