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<br />N
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<br />N
<br />LLI
<br />Fri
<br />a�
<br />H--A
<br />y--I
<br />CO
<br />U
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<br />N
<br />N
<br />I
<br />N
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<br />N
<br />O
<br />N
<br />N
<br />N_
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<br />REFERENCED DATA
<br />11RII+'
<br />UTILITY COORDINATION
<br />PROJECT SPECIRC
<br />VALVE COLLAR AND
<br />1. TaKANMIC SURMEY AAS DBTANED FRCP _ AAD IaDRYFO BY _. a1F0
<br />ID M CSTRCrOR SIw1 NOTIFY ALL NIURS APNf M PRa{C1 ARG Al If SI a
<br />1 S ARE,
<br />30. WATER PFRNNG SA DI RAALL RC RUIHIIE SIPM SUSS W of POx W DVx+
<br />COATED STEEL IRK STNR SS STfH NAAOWUR[. PE Slat AND Nars -L K
<br />IDENTIFICATION DISK
<br />THE PWOR ro eamRLErION Tor KILOL NontYTNc .1 STATE oa
<br />CALL Ix Ft R AT LEAS' b RIOIFB INOR To wY LICA .I. WORA m HIE AL
<br />CONRol. RESISTANT ALLOT STEEL FULL DAae STAINLESS STEEL TANP N SAWN[
<br />__ - WEsuAWr SGl[p TAPIYa -A Ewa K IAsm Fa II -o WIT.
<br />N M CONIWADISI SMALL FROND[ A WNAAN a rao Kay Ponce To M OWNER
<br />^� ro eORAVLCTIxe rK NOW WATER TAN ro M ue na,c RATER sIA'P1Y
<br />SEE EXHIBIT W-5
<br />2, a�N�R - INTUITY Ex1101FATIAR WAS OlfinllND FN.11 _. AND ISMSMIO _._-
<br />arrD _,
<br />ptp WC URUi LOCATED, M PARK -M 6 1-a0p-ba-Atfi - M K!
<br />SITE S WAWCAUIIwRWK CW AGTANCES WYERC DnXIp (CLT.41T N -JAM
<br />,GAD �oRCE MW WrWCIgNS.
<br />!O///�a-_F•WS��.'NK CONrwRpll 4 R[SVS6KE FOR COMDw'NG AID SCHCWL. UCLA
<br />fDK[rION AID' iK "WREAN a M Ni ro [7RSLWa TYA7 MFa ARE I•IIILIAI
<br />1 RLl [LLVATgNS Aa RFTEAENfEO TO M MI].IKRK aNM K MRFD 011 SrAm
<br />M INORGIIDN aROD SWLL K AGFA4D t101 AT lfAST b RCIA6 ro At IFASF
<br />0 OAK
<br />AO ALL f1VA x,pR4M14 pWl K PMHRD RCCaOArR WIIYI ALTAY 0T_OT (WY 200T,
<br />RIrEWAVICNS ro EACIF SYSTEM
<br />pp
<br />PILAF[ __.
<br />[ S pAWI K PANT® WIM RERL - FARM
<br />TT ALL MOERIApIMT, NATXS IAISI K N AXE AID 1L'Tm Alp/OR INSPCCtEO PNOR
<br />F
<br />4. THE SNWY IKORYATIN CW.t FfUCR RAS OPANYD FOR DLSIry TARP Y AND
<br />m. naG I.W OS SU.6511 ..- -1 PD6S6 YNING EXaW W Ruai
<br />SIaE1S. HOEYS RKMn-w -RAK a NARY [ARMaR LUST F1R5r .a1AW
<br />LIAR f.W HnIIw e..erfu rM
<br />MLLET, W Ti (POMBIL)
<br />ro NIoi CLIMPATgIA. Rap WAS, NSIALLA1gN. a ARSTOMiNIN
<br />Or K AN ADEDUU REPRElfNiATFA M ACRML CONgTONa FdR PROTECT
<br />CWSTNCR.RI. FK5TN4 CJNTINAS 51xTM. Arip"MM INICRVKAIIOIR/FXiR.1PpU.TONT
<br />DIfORW110N W 10a110x3 S u10ERDRDNO W PPDXRCS
<br />WED TINE PROrFCTION (Po'_ WTW SP)
<br />!] OYnRIINa TIWI TUNIIT SMP pIUPILSW ALL PaCA51 ANU uWUMCTURED REM$
<br />ro T4 IT,
<br />FRou ME " AYAIAHt SUNWY au cI PISATE asuLnxc raw THE USE a
<br />W,ERPRETATKa OF ME TIRWY aU SNPWN SHALL K STEN 6, TK COMRATi
<br />2I. M Caununa. 5 RESPpTD1E FOR SICK, DOME. IR PROADWi OTHER INMns
<br />KCCSSM, To Not PW SLWPOa EXISTING IIRIIU. TTR1R TAWS. AND RPER
<br />P.WPLL aaAND (u -PWWE)
<br />SAPS Bli6_GIIPK2L' J
<br />ENOINEa FOR APPW4W. PLA, JEAN MMU'N 6ri INSTALLATION
<br />AW ii. N REwva AM WEE ACEIRDO A cW1RAcroW's OFENSE.
<br />FINISH GRADE
<br />NA"WI S (OPTIMUM IA UN[XPOSm) THAT, wY K WFA TID IN ,WTI am
<br />SAME
<br />53 -' ApCXS In 9KRE3 IAaYR - i N tWNRE1ER Eva. K WORE TD FROM ME
<br />a .[DTCNFNAt NW51GTgry AAn apNWWR.MCN6 waaMLD er ..__. WOa T.
<br />awls a1T. _
<br />22. THE CORTWAR'TM YWL K aSaXxS%[ FDA IXxrTRttRa P'D•a/rQDPAOAE a11PUNES
<br />aUEN Irop- W cPu
<br />w_
<br />oAAArA !OO-TIP W
<br />9COAL wta1RL BACNru a1DRAl NAaD AWIAMA 1-too, IW PPK Ax0
<br />APN.RICwNCCS MILL IRA CpRAN AW F`oNi 1ARTRDa iwN 2. 1N I WIRER.
<br />_
<br />G rt IS THE RE• ONSIRLR'r Or T,E cONIR4:F m CTTNAI.N a M FIFID LIMITS OF
<br />''ND APoUMCNG ro NM VTLIR[3 aXES HOLD 'VO/Q WY WPQ R[YUZD AND
<br />AEFIACCD, X MC63MY rdl CONSTEK1pn. AT MD AOSipNM CIIS ro M DITHER.
<br />,® w
<br />S. ALL AaNYW5NIP AND wIT1WAlT ICm N M tWslax*DP S INS HgoRD1 TI..1l
<br />^M3111UCROH, KNtl1RANN6 (FLEA.). COO®PwTES, CENTER MICS, ANp SIA1gNRa AS
<br />FMIREO ro CONS11Ncr iH5 PN.IECT.
<br />BTILITY BEPAMTION
<br />coPrOAM ro SLUES .-IANOMO 4l0ICAF08 ra WOrpgw WD BSDCF
<br />DIFIXTRAPRARPar '� M 1T CIM1 a 2EPNH1NIIss
<br />GENERAL
<br />23. MT coN,wcw sHHL No1m me APMDIWTE PI,9< AmcY(Ks) PANDA r0
<br />.1. IAFN PARRo3ED MIUTTY SNA. K TAD 10 AAT•ENL IK RWNWA NTNKW H
<br />:AApYpS LWIL 5 OMRRR[ Rc[ Q
<br />- CAST IRON ADJUSTABLE
<br />c_NCK ROAN ATRN IKR a.SoFTON
<br />OTHDA aawEKKiclail° ANCE m M T"x -t"
<br />AAA
<br />5!. (Fuca TO .no uar As �aLVDI
<br />P
<br />VALVE BOX
<br />7. �1 KSKN Nor rnl6reuclAN.-II-1la•. pvAl Loral ro M AMWAI nAwRa yY raRM
<br />CONSTRUCTION SAFETY
<br />FSEPARATION orAA scwWlT"laa RiOmEP
<br />M FDEP, AWNA rvsF,
<br />}.. T S TK AL -I'' S M t0aMC1U 10 K nRRAA YTIM M o-
<br />4a. AT -TNXU ARTAL A PaROyD IfRRY Ways AN ITHLH URIh, Nc PWOKKG
<br />x nNOa - IN PIAtt.
<br />A.O Ww1ER CAD AND - W •.,�
<br />TAPPING VALVE
<br />coxIT. THE Is AlAtsa MOAN m S ET, IaM ENsIcs Rt ITT; Aw v0a• Au
<br />CARTER ITS. THE ONER6gNS a SatDED NO ILa•yRfD PROAlCrS NO WTpNAL
<br />IXGWt1.N S.R[n SIANDMY. RIa 10 LAIR R IKN AS CPO® IND[R M RgOA
<br />"'�' SAFE'` K1
<br />3rERn SRAM K MS1NLm w ACCORDNKE WTM M nPKIl Ji 00- D[TC
<br />RRI rp[P q[aR[MEMS.
<br />T NO '�IIAG[R CAP AMO aOu1 FO • •xr
<br />i
<br />FLANGED CONNIN�'ION
<br />N{E RRECEDFNCE OWN OIMENSINS Mai a M DRNRaS F slvilr T
<br />OElM,Xan Di UHF COMTMOTOR - lath M DoWar, AT UI S, n ,qAA!
<br />HIRE ITT coNFNNAXoN FORA WTERWANAXN Np W[salmW
<br />as M mx1RAlTo+ Swat K Si W[SPSRM[ ra C.NSTWutTp1 swEW
<br />11 N M IWm -1 A 111 -1.1 CAP A01 ■ IKSM Wo RI MVIK A -
<br />Wan ADAJPEN1 AN n NITNMK M NPe unm cu .1 DUAL MI
<br />9 N[ COH oA SWLL PREFIXISAIIS Ia SMLSR AND IXYAINANCIS P.ea To
<br />RESTORATION
<br />mrcicrD. Lori -1 A atOrARa PLAIN To M --A Fa -ALL PWo
<br />- wAOop WSW. ALL WOU)"AIWX. EFROEIS - FE SU.Sol 10 M APMpy
<br />COWArLa
<br />` REACTION B
<br />-
<br />PENT - ANT N __A-
<br />1[IDrcs ROPS9%IIY ro KcOIR[ rIAA%wR WrN M RPM1 AK
<br />2a HL nra. srA6Aao r,NRN DWArn, tTW■1 spEINNAD, mm, Tao,
<br />woSfiPPRB aavOR. TIE. IxsTEYm a+ aRsnRKTnx AOTWtlE3 pIML K
<br />DI M TRA- MD nn IWr[cTm
<br />M6NETENANCE OF TRAFFIC
<br />UNDISTURBED
<br />'_
<br />SEE EXHIBIT
<br />(TYP)
<br />G-6A TYP
<br />41 NTT eKC11xP Ito M 1WM.IR fpJER4MH ALINOCS AIa M
<br />R.- -1 w- - NAM. Y AUNi PILE No
<br />WCS1aI® A RIO M M OPOR OI M tORItRIMIaR p M MTI>.ADroN S M
<br />OIRROA.
<br />4. M WNrRKroA W.- - TO NO 7pH X- oTFNNnort a TIMNSPOATATa
<br />EARTH
<br />=
<br />I"'LLE NSI.aTAX, AxOAaa i0 A41- NTTNUC'IONS.
<br />M[R SWLL COWL, WTY, TNf a['GM1.A1pNy ArD aMW1AAa[T d M
<br />I[MN
<br />27 Ali EIDTND WTNS AND IIKaMS LOaT[D WIAMA M IIAaECr 9wA K XIDKI
<br />APD WIX4MUED a WN..(>a A aaP1m S.RWa WAPWACIp, AND Awl K
<br />WOpnr Na - ALSO S1NpYp5• - COOL SIGN •RxfA
<br />AIL m1. 1L- pONH1(tt > NAN® ANW STMaAa, SaIYGlgNS fa
<br />ADa AID BUDGE Cb6'*<Ro"r AS ar.SE3RINrs f0 Tc NrwAra AND OETALS
<br />`
<br />ANqu.. AG[rvCC: wvK A.w,DCTgx OWR M WSJ.
<br />� n AR, M M tvaK O rK IXXmMcpA p M LtRK'pN a IN
<br />Ma4T,En N WB CoMSTN.'T"i A..as
<br />MJ CONNECTION MJ TAPPING SLEEVE
<br />GONBTRUCTION LAYOL TILI OF CONSTRUCTION
<br />28 NI $XfAAL D DU CONSrRLMTpN Aa ro K A AMRAA WAWA a 5'. A
<br />.5. H1 arraR¢p Wp1 nANa1m "KIN MMNii GN S IOLN. I
<br />.- a .' RRCN. L000 Pp tSFA%R. ARID SNAIL K 1mK4KED KM -I..
<br />WAROOTyATr.n.1N/RDOt51Grv/115/1./SmS.SMN.
<br />n_ MC CONIAALTMOR SIWU aTAw M pITA,Itt1 a A PAOrE52NMA1 oral sUWrtYOH
<br />� �M., ALL IN CMlSIMRK[ WTfN RRRCMa K1FM GIAOIXRIp. URft EOIION.
<br />b. Ti eaNIMC1aR SHALL K Ar5P01fe1Rlf TON SATE EWM( 1CF Ot Pm[S'IWN
<br />LICENSE. N E SIRE ar FLUNG FOR MNUT. FRi a Uoli SNAIL of
<br />SUK1.in 10 THE AORI[[R KFSK KGWPRMG UYdR
<br />AK W34CA.IA TWMRFC AI ALL 1RI(g .Map M UI RAI a ML ,"i
<br />I4DIE5:
<br />SEA` K N10a. IN MT MC,1 p WYI ND/a M
<br />13. NR Drso`
<br />ACCE86RIANTEWKI_GE OF FACILITIES
<br />.>. M COIIIR.LICB TMFnC N •C YPIN F O NRY
<br />_' _
<br />TAX S a CO HOTTED N THE 0R1 M DR.Wras UAf3S NNRpED n iK DRlcx
<br />IXI SPfCWTMIY MINED off M ORARNOS
<br />OAR ia. [MIAAciW Swat PNO.Yx ACNNA ro ALL EXEFiWG uRA PERAK to AND
<br />MWIAN VAFIK[MIP1t0 yRvx[S IMaGA4R M [OMIMLI PDE.O.
<br />INS coE
<br />KO BD6 RFD M �E<'a SaCJG1XM M CSRIASA SRUAL EMWRS.
<br />RE' WEAL S M, PAR
<br />UItF, LARD MAWArRE W x[C[SW' TNUTC CSPAa Np SNlTY MM[Li
<br />T1•alaNa+ M P,tl,(CT as TwFY L.Wc AWm K 4NVTAKp AT 4L rPn r.M
<br />1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCII. 40.
<br />EXISTING CONDITIONS
<br />PIPING NOTE8
<br />IRK a raa. NL TRAirK LANs IWm K OPDI Ra rRUYx Ar M a.K a
<br />ROINORK ttl 91EW4. 6NNwGAO[5. t17N'WO. AAD RAGGENS SNAII K NCtWET N
<br />H. LOU,11i. ELLVAIIPRS, AN. .IA.1.1 or -1 1- -fi 4tR PASS. AND plxR
<br />So. uY INS To UNIFORM aRAK enwEa IMD LIDN'Rr, -i tOlWctcla SNNa
<br />TNI L:v pr tDp.
<br />2. CAM -LOCK MALE ADAPTER &DUST CAP SHALL BE ALUMINUM/THIRFADED.
<br />iFA,1LREa ME SHOW' RISCD oft 1. BEST KORwr AVNMKt ATM - OF
<br />TAKE CAN ro FAarN[ PROIR ORAOE CLLVATOR3 AAo HpPWcrs
<br />MS ALL MI w IANNRrs pwl MDl CIAUmrt MAAAW OF UNFONR .UFFC COIKa
<br />PpaAMT•R IT r14IF ALLPIAK f.MRiPACTW SLAW. W DW I -TAWS. DONATIONS,KVICQ
<br />ANT, IARI[NSgN3wi IQl: S"NAT RT1. Aw .TILL "T"'i
<br />31 pat a rrtlRas pOWn a PIANs SPA. CORasPOW 10 'a AoAWDW T-MflrT AIW
<br />TNaRIIOS MIT, -1 K PAD11[D N ACCOW.NX' WD1 'Do" TMRGMO
<br />f Fa- SLINTR Flo
<br />3. ACNAI LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD.
<br />16 PROR IT Si DRAWNPRCPAAATW AR. 1EW ANp PUWCTSt IN aMRT,
<br />K PPE uKEn WORD OtNEWWK. "'S oI AaW1 AND "ING Ri = K AS
<br />SDI_- Ta NL TIN STMICIr AWN IN Prr IMEIS NOR. OMWwy
<br />b - AND M4tKU To K Roc-'0 1. MANUA S 4FIL PNRCTni
<br />RD`DaDi Alps NODES KO TRaro, Ea0 Ala 1)NP PER TRIDRA, No 1RArFc
<br />.RAW Mr PTANNINCN SMALL 'Xi WARY [XS". UTTUNI IDUTON, Sax.
<br />CasaTACRwR/ TUTSR RAMR[N. HALL MICxRLS1 ARaNMMa
<br />3a Nx PPC LLxcas Aa ADwoAwR Pla IWAaA"'W"'S Fa smRUC DIowNL Da
<br />KpSA R+POMos MVT ORIONMATEaNia
<br />4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF
<br />UEVATIONA Em. m WHICH CONKCLATIRD WU K A- CONTRN;101. SMNl KLuOI
<br />SEE'110NT Aa To DID a PPE
<br />ASSEMBLY PLUMB.
<br />NEW W SNa SURNGS.
<br />33 PPF NAM Na SaPORTS AN Bar SIaWN MUSS A SPEGAI TYPE M
<br />16 ENE COxtI .port R4Rilr'r TN .AKA AND, LNANEK N RRPwG IMMDAIar P
<br />ooNTOLWAMW IS aOLNED IWAL SIJPOaS. IIXMTIa6. AND YANM SNAIL K
<br />ExTaAND w THE CdrtMCTM AND NCIIAfD N M Pi[UNE DRAWED p191RDA5
<br />CWIIKTT KT'WLLN •AIL OWMRVCT AND RRUN I PRITr4 NAIL gpANRO. M
<br />t sNNL PccuAAtn RECORD NP such IXNn,ns W M aaRo
<br />Fp •(YET A10 AAOROfA F M DaFml PWa ro Wrs1Au1KN MMaA SNACK
<br />SFwt K AS SRCfED
<br />X HA T THE ADJUSTMENT
<br />5. EXTENSION OF VALVE BOX SHALL BE SET SO AS 0 RESERVE 1 2 OF I E AL1Jl/. TMEN
<br />AM"No,a
<br />MAWKs.
<br />LENGTH FOR FUTURE USE.
<br />HAorlxrr caaeRs MaIMAENTl, a euA.M MPARs WiNN MI PRpctT RR[A
<br />WATER
<br />AEI. bL PROICCRO UNLLSS AN A. KK ED FOR ULUOLIRON R RNr SUCH 11.
<br />IN NNOCR Or Ti M 1.4 TALI FAR -I M CONTRA pwU Not"'
<br />FRHCA Axo Tor INMnrFR AAe.urcl+ AND REPIAtt/asra[ ray rrrus AT Nn
<br />H. N. HARP -I AN ro K CoiSTaCT[D ,TIT 34' MW MUM -1 UNLP-1 ODERWSE
<br />.1. ON IRL IIN,T NL wRN - ANAL TA 1. NR uaus DINCRP. Ron.
<br />6, VALVE STEM EXTFNSION(S) RFQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />�Ncura RLurio rxaN'csrs THER caTAi�c-ollc`-,�wi3RioiMe vsr Mr�rnMN[ra roAWOaN .
<br />3s. rVAFa[H Nm NTTNL E rua natxA Na ON ALL MAIN -1.1 NA[ To WEND
<br />MAIN W/36" OR MORE COVER.
<br />Foa I- A4SOCATI. NTI ME S
<br />ARID GRAB. W Ea MITR SAA I" DICES( io MK WIRE 11-1 r[E ABET
<br />IB n1 CaM1-TOR IS TSJA)NSKf rM p(PANNo ART AWOL To a15TPa FAG'MIS,
<br />KLW aaNR Lori Wv OCCI! AS A R(Sult M M[ WOAD aa0RY10 M
<br />,Ilt CON-ITA GATED FRA IN T.L t.NTRaT
<br />36. WAia "IRS AN TESTED to A INMW OAF I" PSI FOR TWO -JOIN OURATxN AS
<br />Wa AWWA `.� W DWG
<br />WET TAPPING SLEEVE AND VALVE DETAIL
<br />37. AL PAL rLa LN6 WILL RW SCPAUtE FRaI TK DDMEM NATTER MANS AND RAW
<br />CTION D1 NO A FINLNE SLF RW PNVMIN ARS
<br />UBE DETECa1
<br />ENAL, (TIFF).l4yIRK
<br />N .l
<br />wINCLUDE A LW nW atPASSMETER.
<br />Ea Y
<br />SIT =IN)IbLL - C0INECTgMT TTIUL K MAK RM1 WTN.-IN It. WTN HAWS.
<br />EXCEPTIONS 10 TITS Wxl NEDIAW GtY or TFPN,RHILLe: MPRMAL WNN ALLOWED
<br />- -
<br />-
<br />DOUBLE CHECK SACKFLDW
<br />PRFVEN71ON ASSFN9I.V
<br />W/ ISOLATION VALVES
<br />SCAR. NG GAI VANI]FR
<br />PIPE & FITTINGS
<br />PROVIDE CERTIFK/ITION
<br />PROVIDE TEMPORARY
<br />RIUN 10 USE.)
<br />2" GATE SUPPORTS AS REQUIRED
<br />VA VF
<br />7•• WATER METER
<br />(FURNISHED BY THE CITY)
<br />3/4" HOSE 918
<br />2'• G.V.
<br />R/ VACUUM BREAKER
<br />INSTALL SCREW TYPE
<br />ADJUSTABLE VALVE
<br />BOX & COVER (MARKED
<br />-(-
<br />PVC TO SCH 80 GALA.
<br />WATER) AT TIME OF
<br />12' TO 30'
<br />ADAPTOR
<br />REMOVAL OF TEMP.
<br />JUMPER
<br />ABOVE
<br />GRADE
<br />2_ • SCH 80 PVC
<br />PVC TO
<br />SCH 80 OAI,V. f%
<br />PLACE 2" BRASS PLUG IN
<br />ADS'
<br />^ARP STOP AT TIME OF
<br />21 SCH 80 PVC
<br />REMOVAL OF TEMP. JUMPER
<br />EXISTING WATER LINE
<br />.D
<br />2"• CORP. STOP
<br />NFW WATER LINE
<br />DOUBLE STRAP
<br />TIE-IN VALVE MUST BE CLOSED AND - DOUBLE STPPP
<br />SADDLE
<br />REMAIN P SADOLI
<br />E LOCKED.
<br />TWILL
<br />SM VALVE
<br />LOCKING MECHANISM, WILL BE
<br />ERS
<br />OPERATED 9R' Un1m PERSONNEL ON
<br />TEMPORARY JUMPER
<br />CONNECTION DETAIL
<br />NTS
<br />NOT
<br />LOCATION T RUIN E LOG 0 BE DETE E A M
<br />N
<br />P RECONST RUCTION CONFERENCE W CITY.
<br />• MINIMUM SIZE REQUIRED OR S17C AS. RFOUIRED
<br />TO PROVIDE FLUSHING VELOCITY
<br />BY CT' a IIPIffR•1L5..1 TAP TYt, -1 CRINA FONT -1 K PERFOINO K
<br />A TPIP TI 1MDaGNDI,N-tToCTW. ArM AWN,YE NOtIMAIOx (12 HDIR3)1R CITY OF ZEPHYRHILLS NOVEMBER 2021 CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />TN m a aermEus ANsxc1W.
<br />STANDARD DETAILS STANDARD DETAILS
<br />CRY OF ZEPH • -- -LS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39M ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (913)TIMI40i FAX (813)780-0813 W - 1 PHONE (813)130.0029 FAX (813)780-061 J Willi
<br />a ci
<br />K U
<br />BLUE REFLECTOR IN CENTER
<br />OF DRIVING LANF ADJACENT
<br />TO FIRE HYDRANT. IF
<br />HYDRANT IS LOCATED AT AN
<br />INTERSECTION. A BLUE
<br />REFLECTOR SHOULD BE
<br />0 - - INSTALLED ON BOTH STREETS
<br />J FIRE HYDRANT ASSEMBLY
<br />I
<br />FIRE HYDRANT REFLECTOR DETAIL
<br />NOT TO SCALE
<br />r> ,
<br />CITY OF ZEPHYRHILLS NOVEMBER2021
<br />�-- STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 WE 11
<br />PHONE (813)780-0029 FAX SO)IIII S
<br />LIMITS OF
<br />SP-1.25 (TRAFFIC C)
<br />PAVEMENT
<br />RESTORATION
<br />AASPHALT
<br />MATCH EXISTING
<br />TRENCH
<br />THICKNESS
<br />TOP WIDTH
<br />2'MIN 6"
<br />6'
<br />6"
<br />i'� 6" SAW -CUT EXISTING
<br />PAVEMENT (TYP)
<br />EXISTING
<br />PAVEMENT-�
<br />+ +.
<br />UNDISTURBED
<br />EARTH
<br />LB✓✓✓R 100 LIMEROCK BASE 8"
<br />THICK (MIN) SEE NOTE 2
<br />COMPACT UPPER 12" TO
<br />SEE TYPICAL PIPE TRENCH DETAIL
<br />MIN 98% MODIFIED
<br />FOR PIPE COVER DEPTH AND
<br />PROCTOR DRY DENSITY,
<br />BACKFILL REQUIREMENTS
<br />ASTM D-1557
<br />NOTES
<br />1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS,
<br />DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES. AND
<br />SIMILAR HE;
<br />(ORATION.
<br />2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED
<br />PROCTOR DRY DENSITY, ASTMD-1557.
<br />3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN
<br />COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS
<br />RESPECTFULLY.
<br />ASPHALT PAVEMENT RESTORATION
<br />FJ a 90 IT (TYP) -
<br />I' ExPAN901,
<br />JOINT FRL EST (TYP)
<br />HMAEO
<br />GRADE DYP)
<br />n�
<br />4' FJaHPOJ UI PIPE
<br />FLOW -- -
<br />DOUBLE CFECK KIN DETECTOR ASSEMBLY OUTDOOR M:PULATIGN FUCO
<br />L�41DIL BSI. IR APPROVED EQUAL WITH UILRMOSiA•[ NAVE FREEZE
<br />C1gM :FREEZE PROTEC71ON NOT SHOWN rOF GABBY. THERMOSTATIC
<br />SHOULD K 067 D ON TIIE DOWNSTREAM 'EST COCK OF THE
<br />x. PEEVEW"E GENERAL NOTES,
<br />1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK
<br />'IaIfATaR OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY
<br />WALK A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED
<br />rr 40L■IED)
<br />(CONCRETE OR ASPHALT)
<br />�(4) 6• TAAL ON S.
<br />gy pFTAL at 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH
<br />CHAMFER EXPoSED EDGES 1'
<br />• . A r. 31 WELL
<br />4' r,d, DI W Eu
<br />BOLES:
<br />1. ALL PIPE AND FTTINGS SHALL BE DUCTILE INCH. CLASS 53. CEMENT UNIM INTERIOR WITH FIANCE FTTrW.S FOR ABOVE GROUND
<br />USE. MANUFACTURERS RESTRAINED JORNiS 9VlL SE USED FOR UNDERGROUND PIPING.
<br />2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL SE REWIRED PRIOR TO ACCEPTANCE BY THE CITY.
<br />3. ALL BACK
<br />FLOW ASSEMBLIES OR DEVICES MUST FIVE ASSE APPROVAL THE SLCKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A
<br />DOUBLE CHECK PRESSURE DEVICE AS LISTED ON ME APPROVED LIST OF THE UNIVERSITY Or SOUTHERN CAUFORNA FOUNDATION
<br />FOR CROSS CONNECTION AND HYDRAAIUC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE
<br />SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED. A DUAL CHECK BACKFU)V4 PRIEVENTER CAN BE USED.
<br />4. THE 6 INCH CONCRETE SUB SHALL BE REINFORCED WITH 6NM6-nw�1� w8w1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I.
<br />CEM
<br />ENT MENT WITH A MINIMUM 28-DAY STRENGTH OF Soo i.
<br />5. STAB WON SHALL BE 5 R TYPICAL AND LENGTH 94ALL VARY WITH ASSEMBLY.
<br />6 B011AA05 NEEDED IN HIGH TRAFFIC OR VEHICLE
<br />MOVEMENT AREAS.
<br />]. ALL ABONE GRADE VALVES TO K 01 VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY
<br />TO PROVIDE THE LOCKS).
<br />BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY)
<br />NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHI FLOR13A 33542 1 A I 1
<br />FHONE (813)780-0029 FAX (8131780-0813 � ■Y
<br />5'-0" UNLESS OTHERWISE NOTED
<br />ON DRAWINGS
<br />SLOPE 1/8" / FT. 41. MIN._
<br />250C P.S.I, 6"x6"x10/10 WWF
<br />CONC.
<br />(TYP.)
<br />FLAG
<br />1/2" EXPANSION (TYP.)
<br />JOINT
<br />4'-O" 4'-0
<br />12'-0" BETWEEN JOINTS
<br />PROFILE
<br />CONCRETE WALKWAY DETAIL
<br />NOT TO SCALE
<br />NOVEMBER CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />STANDARD DETAILS STANDARD DETAILS
<br />_ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS• FLORIDA 11.2 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 G R9 PHONE (813)780-0029 FAX (813)780-0613 G 9 C
<br />Sunshine
<br />State
<br />One Call . I
<br />AND LARGER PIPE.
<br />3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE
<br />REQUIRED PRIOR TO ACCEPTANCE BY THE CITY.
<br />4. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER
<br />INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO
<br />INSTALL THE METER/BACKFLOW FOR 3- AND LARGER METERS.
<br />5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6.6-W1.4xW1.4 WELDED
<br />WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY
<br />STRENGTH OF 3000psi.
<br />6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL
<br />BE 2 INCHES ABOVE FINISHED GRADE.
<br />7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH
<br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY.
<br />B. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING
<br />LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB),
<br />METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD
<br />PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6
<br />TRAFFIC BOLLARDS ARE REQUIRED.
<br />TEMPORARY METER Ni
<br />1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND
<br />ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM.
<br />2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE
<br />WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT
<br />AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT.
<br />3, ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL
<br />ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR
<br />ZONE REQUIREMENTS.
<br />GENERAL WATER METER ASSEMBLY NOTES
<br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT
<br />TEMPORARY JUMPER CONNECTION NOTES
<br />1. A TEMPORARY JUMPER CONNFCTNN IS REQUIRED AT ALL CONNECTIONS BETWEEN FXISTING ACTIVE
<br />WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS,
<br />2. THE DETAII S TO BE USED FOR FILLING ANY WATER MAIN OF ANY S17E FROM FXI%I1NC ACTIVE
<br />WATER MAINS AND FOR FLUSHING O NEW MAINS UP TO tl' DIAMETER 15 FPS MINIMUM VELOCITY)
<br />AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NLW WATER MAIN OF ANY WE. tHE
<br />JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION
<br />OF THE NEW MAIN HAS BEEN SUCCESSFUILY COMPLETED AND CLEARANCE FOR USE FROM THE
<br />FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS
<br />BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE
<br />OF 20 p3i IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE
<br />LETTER 15 OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED
<br />TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE LXTSTINC
<br />PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION,
<br />THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY
<br />SPRAYING OR SWA138ING PER SECTION II OF AWWA C561-92.
<br />3. FLUSHING OF 8" DIAMETER AND IARGE WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE, IN
<br />THE PRESENCE OF THE UTILITY DEPART. THE UTILITY DEPARTMENT WILL NOTIFIED IN WRITING 48 HOURS
<br />PRIOR TO THE FLUSHING OF SAID MAINS.
<br />TIC FOLLOWING PROCEDURES SHALL BE FOLLOWED:
<br />A. THE TIE-IN VALVFS SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE
<br />UIILIIY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO THE TIE-IN. VALVES
<br />WHICH ARE NOT WAIENTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY
<br />ADJACENT TO THE LEAKING VALVE.
<br />B. TIE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER
<br />CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER
<br />FOR BACTERIOLOGICAL SAMPLING OF THE NFW MAIN AS RFO IRFO BY THE FDEP PERMIT.
<br />- FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING
<br />WATER MAIN,
<br />- ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING
<br />THE TIE-IN VALVE.
<br />PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT, THE PRESSURE
<br />IN THE EXISTING NAM MUST NOT DROP BELOW 35 Pat.
<br />TIE-IN VALVE SHALL BE OPENED A PEW TURNS ONLY, ENSURING A PRESSURE DROP
<br />ACROSS THE VALE IS ALWAYS GRATER THAN 10 P.I.
<br />C. THE TIE-IN VALVE SHAH BE LOCKED CLOSED BY DIE CITY UNTIL FLUSHING BEGINS.
<br />D, THE TIE-IN VALVE SHALL BE OPENED ONLY A FEW TURNS FOR FLUSHING OF THE NEW MAIN.
<br />THE PROCEDURE SMALL BE DIRECTED BY THE CITY AND OB5LHVEp BY THE ENGINEER.
<br />E. AFTER FLASHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED
<br />POSITION BY THE CITY.
<br />4. THECITY SHALL TEST THE RP A KF OW PREVENTION T T Tt E Z B C LDEVICE A THE TIME OF INSTALLATION.
<br />ON.
<br />S. EXCFPT AS REQUIRED O FLUSH IN AN EOUI ED T I H LINES OF GREATER THAN 8 IN DIAMF ifR THE TIE-IN -I VALVE SHAH REMAIN CLOSED AND HALL BE LOCKED IN THE POST I' N TIE-IN
<br />S E CLOSED 10 BY THE CITY. THE E I
<br />VALVE SHALL REMAINLOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP
<br />AND ALL OTHERRPERTINENT AGENCIES.
<br />B. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE
<br />CONTRACTOR SHALL REMOVE THE JUMPER CONNECTION, THE CORPORATION STOPS ARE TO BE CLOSED
<br />AND PLUGGED WITH 2" BRASS PLUCS.
<br />7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED
<br />aACKFLOW PREVENTION DEVICE FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />NOVEMBER 20210 NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS -- CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 333420 wy
<br />PHONE (813)780-0029 FAX (813)780-0813 __W-7
<br />PHONE (313)780-0029 FAX (813)780-M3 W -8
<br />TRANSITION
<br />COUPLING
<br />SLEEVE (TYP) EXISTING PIPI
<br />EXISTING PIPE-
<br />PExPE DI
<br />SPOOL PIPE NEW WM
<br />MJ TEE (RESTRAINED)
<br />-
<br />CUT -IN TO EXISTING DI OR PVC PIPE
<br />PEXPE DI OR PVC
<br />SPOOL PIPE
<br />PExPE DI OR PVC
<br />EXISTING PE SPOOL PIPE
<br />PIPE
<br />ITT II
<br />TRANSITION
<br />COUPLING EXISTING PE
<br />SLEEVE (TYP) J PIPE
<br />NEW WM
<br />MJ TEE (RESTRAINED)
<br />CUT -IN TO EXISTING AC PIPE
<br />NOTES: _
<br />1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED
<br />BY THE CITY
<br />2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS,
<br />3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER
<br />HILLSBOROUGH COUNTY STANDARDS
<br />4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON
<br />EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC
<br />WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE
<br />ALLOWED WITHIN 15 FT. ON FITHFR SIDE OF THE NEW TEE.
<br />NTS NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER 2021 CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 W 16 E PHONE (813)780-0029 FAX (813)780.0013 W -1
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />FINISH GRADE OR
<br />--- -- _--
<br />MJ DI SOLID SLEEVE
<br />PAVEMENT
<br />DI OR PVC PIPE STAINLESS STEEL STIFFENER
<br />TRACING wTRE--HAND
<br />TAMPED BACKFILL
<br />AT TOP SFCTIONT
<br />BUTT FUSED JOINT
<br />ADJUSTABLEOPERATING
<br />VALVE BOX
<br />NUT
<br />I
<br />CI VAI VF BOX SHALL REST
<br />ON BEDDING ROCK, NOT ON
<br />SEE NOTE -THE
<br />PIPE
<br />DOT #57 STONE
<br />TRACING WIRE --fi6"
<br />DEEP)
<br />RESTRAINED JOINT /
<br />RETAINER RING HDPE PIPE
<br />HDPE MJ ADAPTER
<br />PIPING CONNECTION
<br />HDPE TO DI OR PVC
<br />NIS
<br />CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 11
<br />- - PHONE (813)780-0029 FAX (813)760-0613
<br />III V- PIPE
<br />VALVE
<br />-
<br />�I
<br />'COMPACTED FOOT
<br />057 STONE
<br />LENGTH
<br />8 OF VALVE 6'
<br />ii6I5 Mw SIDE SLOPE
<br />UNDISTURBED
<br />u, E
<br />PfR OSHA
<br />rARTH ITTP)
<br />FOR SHORED
<br />FOR OPEN
<br />REOVIREMENTS pDUNG
<br />TRENCHES
<br />TRENCHES
<br />(Fri -�
<br />RrACTE
<br />WHERE SHORING IS NOT EXTENDED TO
<br />SURFACE, SLOPE EXCAVATION AWAY
<br />FROM TOP OF SHORING PER OSHA
<br />REQUIREMENTS
<br />WARNING,
<br />TAPE
<br />I _
<br />m
<br />PRIOR TO COMPLETION OF FINAL SACKFILL.
<br />REMOVE SHEETING ABOVE T2' Or TOP OF
<br />A
<br />PPE: REMINDER OF MffETINC TO BE LEFT
<br />'Q
<br />IN PLACE
<br />_
<br />O
<br />O
<br />z
<br />PIPE OUTSIDE DIAMETER OR
<br />VERTICAL CONDUIT SPAN
<br />2
<br />2
<br />�
<br />3
<br />PIPE SPRING OR N
<br />4
<br />--- ORE N TRENCH MAXIMUM
<br />CLINE
<br />OF VERTICAL CONDOR SPAN �CH
<br />ON &PAN
<br />.
<br />VERTICµ WALL HEIGHT
<br />SK[TAC OR TRENCH BOX
<br />-�
<br />5 A
<br />/j
<br />PER OSHA REOUIREMENTS
<br />FOR SHEETING TYPE CONSTRUCTION, DRIVE
<br />SHE
<br />I SHEETNG BELOW BOTTOM OF EXCAVATION FOR
<br />SUPPORT REQUIREDD BY THE
<br />CONTRACTOR'S REGISTERED ENGINEER
<br />_�I
<br />FIRE OUTSIDE
<br />DIAMETER OR HORIZONTAL CONDUIT SPAN
<br />TRACING WIRE REOURtED REGARDLESS OF
<br />TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2)
<br />NOKNAL PPE OKYEfER
<br />OR HOa70FAL
<br />Mail
<br />SIDFWALL
<br />ADDITIONAL
<br />EXOVATION
<br />CDNDul mAH
<br />CAFAAANCE
<br />DEPTH (1)
<br />(INCHES)
<br />A (INCHES)
<br />B (ACHES)
<br />LESS THAN 24
<br />12
<br />12
<br />24 AND GREATER
<br />1B
<br />18
<br />(I) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED.
<br />ONE
<br />NO
<br />ZONE
<br />NAME
<br />MATERIAL
<br />COMPACTION
<br />i
<br />FINAL 1111
<br />AS SPECIFIED
<br />A i "I
<br />MODIRED PRIX;TIM
<br />2
<br />INITIµ BACXFRL
<br />MAXIMUM Di
<br />DENBIry ASTM
<br />}
<br />MUNCHING
<br />4
<br />BIDDING
<br />D-1557 (98%
<br />WHEN UNDER
<br />5
<br />rOUNDATON
<br />PAVEMENT)
<br />rR N N ZONE NO S
<br />IOHNAL Bcii SHALL BE INSTALLED A LIFTS NOT EXCEEDED 5 INCHES. LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3.
<br />©INITA. BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING B INCHES, LOOSE MEASUREMENT. ALL LIFTS SMALL BE COMPACTED BY HAND
<br />TAMPING OR A APPROVED METHOD OF MECHANICAL TAMPING, REFER TO ADDITIONµ NOTE 3.
<br />(JHAUNGNING SMALL BE II DIP FIFTY WAI Rf0 FINCHES, IN UFES NOT EXCEEDING 6 INCHES. LOOSE MEASUREMENT- ALL LIFTS SHALL BE
<br />COMPACTED BY HAND TAMPING. HAIINCF6NG SMALL BC BROI UP EQUALLY ON BOTH SIDES OF THE PIPE.
<br />©BIDDING SHALL BE INSTµLED BI_COMPI FTFIY GEWATEREn 7SDNCBLS IN LIFTS NOT EXCEEDING 6 INCHES. LOOSE MEASUREMENT, VINO SHALL BE
<br />COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY
<br />OF THE PIPE. REFER TO ADDITIONAL NOTE 3,
<br />® MINE, UNDISTURBED MATERA. IliLnuw E1FIY DFWA1 N-O iRfAN•H S M[ETING TAIL COMPACTION AND MATFRML REQUIREMENTS FOR COMPAC TFD
<br />BEDDING MATERKL NEED NOT K ROR FPIACED OR REWORKED, EXCEPT FOR SHARING Of TN( BOLL HOLES, AND WHERE REFILL I RrOURED,
<br />IOUNCTON SHALL BE REQUIRED WHERE UNSUITABLE MATERKL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS FOR BEDDING, REFER TO ADDITIONAL NOTE 3,
<br />ADDITIONµ NOTES,
<br />1, FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, STABS. ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR
<br />ADO ONµ COMPACTION REQUIREMENTS, SET DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTDRATION Di WHERE APPUCABI.E.
<br />2. IRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO TIIE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WEE IS DAMAGED OR
<br />NEEDS TO RE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BF INSTALLED TO RETAIN THE WIRE. THE ENDS 01 THE TRACING WIRF SHALL BE
<br />BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND At THE HYDRANT VALVES. fHLRL SHKLL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER,
<br />THE WIRE SHALL BE TESTED TO VERIFY CONDUCTMTY.
<br />3. ALTERNATIVE UR THICKNESSES. NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES I, 2, A. AND 5 PROVIDED 1) THE UR
<br />THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS
<br />CONFIRM THAT THE SPECIFIED COMPACTION REQUREMENTS ARE BONG MET.
<br />TYPICAL UTILITY TRENCH DETAIL
<br />NTS
<br />CITY OF ZEPHYRHILLS
<br />NOVEMBER2
<br />STANDARD DETAILS
<br />uwAM
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />G 3
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />VALVE TYPE '-SERWCE TYPE
<br />• GV - GATE VALVE VALVE SIZE
<br />• BFV- BUTTERFLY VALVE 4•
<br />VALVE IDENTIFICATION
<br />WATER
<br />DISK ANCHORED TO CONCRETE
<br />6'
<br />GV
<br />DIRECTION AND NO OF L-20
<br />TURNS TO OPEN --
<br />©A
<br />1/8- LETTERS CAST IN 3-
<br />DK BRONZE DISK (M)
<br />- CAST IRON LID MTH RAISED
<br />I
<br />LETTERS 'WATER'
<br />PANTED BLUE (POTABLE)
<br />OR RED (FIRE)
<br />SEE NOTE
<br />% E' THICK
<br />TOM
<br />CONCRETE IE PAD
<br />LOCATOR MITE ACCESS-2' SCH 00 PVC. FEMALE ADAPTER COUPLING AND 2' BRASS PLUG W/
<br />RECESSED NUT. TERMINATE INSULATED, SOLID 12 GAUGE COPPER LOCATOR
<br />WIRES AT TOP W/ 12'
<br />Of EXTRA WIRE
<br />PLAN VIEW
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12" /
<br />(6" BEYOND EA SIDE) FINISHED ASPHAi
<br />FINISHED GRADE
<br />NOTES;
<br />T. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT - - (7)-13 CLOSED TIE
<br />LENGTH FOR FUTURE USE. R 5' DC. 2' FROM TOP
<br />2. VALVE STEM EXTENSION(S) REO'D TO MAINTAIN 2• DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN Ii OR MORE COVER. VALVE COLLAR AND IDENTIFICATION DISK
<br />GATE VALVE BOX NT,
<br />N..
<br />NOVEMBER 2021 NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILL5 UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 /Al� 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 C
<br />PHONE (813)780-0029 FAX (813)7804813 W r�J PHONE (813)780-0029 FAX (813)780.0813 W �J
<br />1 1/4. 50 NUT -� -TYP 3-NOZZLE FOE HYDRANT
<br />AMERICAN DARLING FHA B-EAR-B
<br />1 1/4- $0 NUT (TYP EA NOZZLE)
<br />I THE VALVE AND THE TEE ARE
<br />-BREAK AWAY FLANGE DIRECTLY CONNECTED UNLESS
<br />y -- - THE WATER MAIN IS LOCATED
<br />i FINISH GRADE UNDER THE ROADWAY (IN WHICH CASE
<br />GATE VA VE AND BOX THE VALVE IS TO BE
<br />R3 5'-0• STAL E xHIBI A LOCATED T6' FROM EDP)
<br />HYDRANT EXTENSION AS
<br />REo'0 NOR ADDITIONAL OLPH 1
<br />ENCASE CRUSHED STONE ¢� R
<br />FABRIC 6' OR FILTER 6- RW CV 6' WATER FAN (MIN)-Y\\ 1y
<br />/ OYP)P \
<br />LEAVE DR LN HUE
<br />OPEN 1'-2- T'_6'- -I
<br />USE 3/4- SS NUTS BOTH
<br />SIDES OF JOINT (IYP))
<br />3/4' CC q00-7 RFOb (MIN) DR PRfMDE HESTRNNFO
<br />JOINTS (SEE NOTE 8)
<br />WASHED CRUSHED STONE FOR DRAIN SUMP (FOOT No
<br />57 STONE)
<br />BDZS
<br />A FIRE HYDRANT INSTAIyAiION SMALL BE IN ACCORDANCE WHIN THE CI7Y5 LAND DEVELOPMENT CODE,
<br />4• STAINLESS STEEL R A THREADED REQUIRED, P W R TRAM 1 B 3/ S OD CUT AND M EADEO AS EO D. OR RD DE ES FD JOINTS,
<br />C.'IRE HYDRANTS SHALL BE INST TI.ED BETWEEN 3• AND 7• FROM FDCE OPA EMUNT.
<br />D TIE RODS. NUTS. WASHERS AND OTHER FASTENERS SNAIA BE GALVANIZED OR TYPE 316 STAINLESS STEEL
<br />E. 4 1/2' PUMPER NOZ71F TO BE PEp'ENDICULAR TO CENTERLINE OF MAJOR SIREFT.
<br />F. FIRE HYDRANT ASSEMBLY INCLUDES At I. THAT IS SHOWN INCLUDING O PIPE TO R/W OAP TEE AT MARI, HYDRANT. REDUCERS. VALVE,
<br />HYDRANT EXTENSIONS. VµVE EXTENSIONS. ALL PIPING AND MNSCEWREOUS APPURTENANCES REQUIRED FOR A COMPLETE INST41ATR)N.
<br />C FOR FOE HYDRANTS AIDNG PAYED ROADWAYS, INSTALL RAISED PAVEMENT WARKER FOR RUBE HYDRANT IDENTIFICATION. LINKER SHAH BE
<br />AN IN ACCOROACF WITH T 7 I SHAL BE LOCATED E T PERPENDICULAR TO 313E D FDO O6. MAR TIED HE CENTER OF CLOSEST LWE PE PENDIN FIRE
<br />^'DRAM.
<br />FIRE HYDRANT DETAIL
<br />NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _ 1 O
<br />- - PHONE (813)780-0029 FAX (813)780-0613 --
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<br />DeY'm13 bJD>I.1T: MooIS I
<br />II
<br />SETS W
<br />'vCENII
<br />No. 74145
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<br />PROJ. NO. 21-2420
<br />DATE 10-21-2022
<br />SHEET NO.
<br />C-6
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