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fi' 9 5 6• PIPE CRADLE NOTES: <br /> w°awu>a•wxRVK�raxi®nwro°�rnrnn°Rnl• RPE NIO FffTWG NOTES GENERA.mMs. <br /> MPPIPM aev m•RRIR xR�Ol4v xe Rt OiRiiW'A11R MM10l T1WtWwsrttil®w•mod+4rnlrww t aann <br /> \b NITW04pl R,l'at gllrlWllJ OP4KMrm Ha R)lLLl iww DWS Rr4RE4DmMV'MlC[p 1A•rMO�TO tII <br /> x AolrnroLE MIwLL INTE trra KMBbgymzDlr[ <br /> RrrOrO0RBr1QM1A0.10lfWl IrMR LTeinNKRQIvwIOCS 'Pr.W,9 Nd1np Ol.Mwp.®Plsl <br /> -1l r1P 11180 wrC1>IR#i[GOYQ 1a90RIMOn z r1NQfMMR1R x OPQAa®1w@pM tAR40n 7uiEz(1 YO.DQ[.T.u•9wrrw� <br /> aPr prrlwanwrmlcQreaawOmVn TIIOAI ax.Txra0A9rlT,lrt••1•+rr wmAZPnvrlrtmxP: TTrdT RA'xwBTrOT10101R zreeK O4a!1 <br /> rb -°LxauocwTKAo6mswR�T1EFa1.AiWcrNK CO+OI or tRra rlNm OWi Kr.n9waau9m•mwe BatasaTm <br /> cJ PINOYOB.AOIRAa=OWIRAO�if9RM•Ril rM1C RI1 aIR11 ) CMOlD P1RxKN190 4Er1N'C!•D Rr'01M�CTfaOff <br /> 1 OWIDOWIeE°Ano®mlrB uanran ua°eNloanawr, war,l4aaaST pllnANDTx 41n IN ,pMF=M1MI IwIK. <br /> 1P• ED taMgM1 LIMO111fA 09 YlRf�1®®YL T1R r ifNNRt CIfB Rz{MDNIR 6 M 06i VEOftW NMMOON <br /> NEOPRENE + vAlRxal 1 KL RAIGEjoin WO k'Ipr7Fj i0 NOR.l tEmpO1TfDR;106.t <br /> t RRPIIBl MMIOgAp MLEVea/R91p1RnO1R MH"W- MRO RinO/EO/Ora <br /> BLARING PAD NOMARtt>a•MlT6Tt01a1Pll.eromoQR arwrcx nT>ct.'w t 1 axRB RrrR7PW1 R91A:TMr Rox ROAN)IANi.L[xI1MM <br /> O110eMg Kipp Alta TlpplpMPt RTpRLDOT,B01Of MIr111 I!R•BOrt16..apQ MiIEAUK/14rtr11rtifT DlP1! t Mt°nGRwIK OgiKM'AAL'.Igepp 71/,zTawr'v N1 <br /> a M1rtP�AOwOFz10°w9OR5s N00.4 KSA./SD1RN11mQ RRx[ORp6ll9NfOL111rW fKOI�V] RZUII/.+6Wr/11Lrt71W1 RN01rii T�MOL 114°•4 rrfr <br /> A1D19'.1r11MrrA1OR1Ray11VUT1a4r Np°rtia01RA4 ATAL RYnuTMLtrOOx rearwRM Oert,'ArM.rb <br /> R-1.M' L r•(OHLLKiARNm AM OMpe RM NR RrIAW M1i$ <br /> ra.oMo.,R1 Es.rM1•rr10.V mROIKOEMINIW�BQ • rPx1Mm°Vert KtMM �+/R T NiWOgaMt+AllprrR 40w.TRPtly P1.11 W1A°ra <br /> OOt.A r11111aL ORll OaIIDMM al AV AwIAR3rCR KTsm6PD0+•TRx Mwn+BaxPeersro sswrrr+el urse,R <br /> 2iE I 1-1M UiTO/ri HOLE rw9 ATHaaVlYr awt wwwwm M a0.Z.M.f1A Iz�NNR�r QTPIN4•arCW aLA41'Mot1 "AroAmw— <br /> �) CENTERED IN BLOCK MTLlntTIEa NC Nxrr•[Nr1ad A10Q ORLKMMO VJVMTO tP:/=IN15111R MATT 0U .MMMQ I W <br /> BEE NOTEB FOR MEL RawoRGINO aalrrJ KpwlM atm.oeln V W m RepKM pwv.o <br /> T 4POxiOWZ RrrrDMONO A+Rmm W77MMIR1i0m, LarrrOlAOMrEUMrlPszeD1•'rrax rr°ra+rrllWARMOdmt <br /> -[dT I.I Yiy 0111 RY�fLM.�OzaaORfrrgEBAar,iMFR°IIIE <br /> UTILITY DECK PIPE CRADLE �;w m'wM mIcp nm awe <br /> �e Term N M sen vv1 OLMRr� <br /> CONSTRUCTION DETAIL <br /> STA 76+87, 48.2'RT. �E OF B"0.1.LONG BODY <br /> BEGIN BRIDGE CROSSING N.J. SLEEVE(OD NOT RESTRAIN) <br /> 8'- 22 t/2' N.J. WHO(RES.) STA 79491. 0.2'RT. <br /> T.O.P. EL . 22.89 2" PIPE END SEPARATION REOIPRED ENO BRIDGE GROSSING I <br /> 18.3' .P q_11• B"- 22 1/7 -J.BEND(REST) I <br /> 20'-0'rL. 20•_0• ■ R P 9'-11" T.0 P. ET.. - 22.35 <br /> Ft Pe 201-01 FL a rL 20'-0•FL. FL 18 'r+ , PE <br /> 8'- 22 1/2-ROTATED <br /> rlED 45' PIPE JONTS <br /> MO ROTATED 45' AND LEND-.15 <br /> eEtDW HpwzolrrAl <br /> 1'-e• 19•_Li <br /> I <br /> 16'-8' T-8• B' 0• 7,- , <br /> 16'-0 19'-0• <br /> I—e <br /> CVwTER <br /> LEMFRLINES <br /> REGN L/MM SLAB <br /> 49'-0• <br /> AIFI REI.EASEhA000IM ENO UDUTY SLAB <br /> VALVE IN57ALt/.i1ON <br /> 62 EL 26.23p � <br /> El 76DR <br /> e"D.I.A. LEMERUNE <br /> B"O.IA. CENTEPLINE WATER 1 ,6 C..EVAT— - 427.15 <br /> ELEVATION . ♦27.29 <br /> RIPRAP(TYP) EL ROS ') <br /> .,�'t�T.l~...iy,r•L t <br /> EL 10.3(TYP.) YR.Ls•'>^i <br /> ELE1ATION <br /> � <br /> COUNTY PROJECT NO.9810-B STATE OF :� <br /> Am 4 P�i°10 <br /> ,. •YMMM ,,,� CARTER ASSOCIATES, INC. ^ P:Av <br /> P.a m >ax CONSULTING ENGINEERS AND LAND SURVEYORS , <br /> ROADTpAY 81�190I�OT>! wr.A & 71Br18A / • 'x 667TI AVENUE SHi1 <br /> INDIAN RIVER COUNTY r FLORIDArna r-xv wer. WATER MAIN CONFLICT <br /> ¢ 1708 Val STREET, VERO BEACH, rL 32980 SIL+1911RASE W C•8 B <br /> PHONE.772-382-4191 rA)h 772-552-7180 naaw.m <br /> crra rnS c ex1N CANAL BRIOf'E GROSS`G <br /> ..i <br /> N <br /> 00 <br />