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<br />REFERENCED DATA
<br />UTRfTY COORDNATKIN
<br />I. TOPOGRAPHIC SUNG PEAS OETNMED III - AND ,c,"OFNED BY _, Mta,
<br />It. li COvTRAI S,A1 NOT' ALL VDLITIS NEAR 11C fill AREA AT MAST 48
<br />)9 ATOP I.- SAD; , PALL DE COOBLC :, BRAES OR DU TUC IRON DR fGOKr
<br />carte sl¢: vr• San IIAIp.WIq. TPRIr, AID x
<br />PROJECT SPECIFIC
<br />'✓ALV'- ('�'_ AR AA.,
<br />j•_N -..F ";;H I I:JN C�`;K
<br />2. iVBSJRfKE V1AILr E%GLo0.4110H Ww ilB'ANZ 'RO4
<br />INDIRs m'a4 Io <ovslllnon ngs au11 RwL1JOl MO'FRwC 7U.WRra ruE aE
<br />'u a IIONYA' At INASI b IIU40 FNRw 1U An L%CNAIIDN NNK -O IAVL NI
<br />Wm PE eoLn aw_
<br />COaDSIOM AISERANI -',TEFL - CRIC.F 1-1,1 Gm. UPI swop
<br />UUM Mi RLSAXNT SGTD TAPPING VAL1S 'JHLL x JSUD FOR PAaO.SZ .'TDI
<br />RX oDttRA; Ion sw1 PrcA10[ A IwWAw a twD wlLc 'Na r rNF :4Ra
<br />MALK941P1M05�Do�NME MG LINE NOR WATER 4W V RE Ye PAWS .Ill YL' l
<br />_
<br />�_E , XF-I'HI T '.V 5
<br />. Nw RUflF0R11CG
<br />WED __
<br />IIIIING LflllTlFi laA1Nr. IW R+Dhr NLAwfP IS I-BOo-U1-47F0 SO 1f WEAL
<br />N'1 'N Mrrr t:41MNYHIM I- RI INIANCIS .IN, INFANT (A;(RIA: IN ,SHUN ,
<br />4p raGE INN COVVftlGnS
<br />ZNICC• T-1 DaNIRAROA E 'E�S� NOR COOMMrK AND SCHFDUAc EAAI
<br />WITH RE ORMI Cr III MS TO ENDURE 1NT INEPL ARE MNNN
<br />RE NOnRwIEN NLWOO SHALI RE w qg D INUM AI LEAST 48 NDURS V AT L
<br />K ALL r i IttpU SINE BC N l K K-ORDR wIPI ADRW D7-01 (WY M7).
<br />INfCMINIgK TO ID I. SI M.
<br />A RUNE - AIR FIR. -I'll I1 IW MNWI/nNIAI u..IUN I_ WSN Iw [In1.
<br />-__
<br />ID DAYS
<br />au BASIL BE IAw•f0 NI RE'LECTNE-T,K PALM.
<br />e1 ALL apE UIRITIS WP:T RE K URGE A, AYD/OR vy1'[C'[L MXM
<br />pp
<br />F
<br />A. 11R SLIMY AIN LOMAw(D WAS OB fCP U IROXETES ANO
<br />zc JA JW (NY 5b.'.F.'it; REOJIR6 MRI W9JIIv YNING [NIAAVA,XRN I.Y PUP'J(:
<br />ALLEYS. RGM a HATS OR 'PI E4E4ENR WJS' IF6 M_
<br />Ic
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<br />1D 9ACNrLL :We,A�-Tay. 'IOW MR wSINtArN1A OR RCSTOM2Dv.
<br />1 "OVD R
<br />4 • NOT B: AN AC(CWIC NCREGCYTATpH C- ACNM1 CWOrL'NL raf PROXCT
<br />ADEQUATE TION O FOR
<br />^aNsnLDroN IA snNc FCvroars STORM IWPRrsUI' wrtRaArM-CnA�xIWFOAna•s
<br />RFCiMMW ON LOCATORS Of UNDERGROUND CAS PPONFS
<br />.T.
<br />S-�ROR
<br />CLX: (NJTIDLD
<br />AED rLE PlGrtaloH PCIMLE wrcr ar)
<br />52 DON'RACVR - RUBRI S-OF DRAMWGS ON AI PRFCAS AND ~,,,:Y2 -
<br />TO .1 FxMIFFR 1. AnWmR. 1N uR IN -A, -.ROAR NHaN NnA.A
<br />/ 4
<br />1.
<br />'REV ME IUDI NW E SVRI WA. ALL W S R_ML_TNG "PORN T•E LSE OR
<br />21 IT CONIRACTCR Is IMI'aG16'-L FOR Gil -INS• WILIG. OR PRMXNO Do CR 4EAl
<br />'RI Nrr M. (NCY 'I-)
<br />4M RLSLL' Al ROFONAL AND W,N EW7NT I CONTRUI5 IDI
<br />F NIS-1 .�iRADE
<br />VP]IF''C"'ON a THE SUP,TY CAT. a dWv Eli- PE BORNE R THE DONRACIOA.
<br />Now.- TO RwTEO' AND 5- IS s wC LTNI'Ca. SIRKILR�. NO DTICP
<br />ftATU'IES (Eq'OSED OR UNEIR•:ffC) 107 4A• BE R IW M IN ls5 I4O
<br />:2F.1 NT II
<br />SARI• HL( lsa NTAI
<br />M ALL IGCHS OR STOIXS WILE. INw 4' N F-R SE.- M REMOVED FROM -
<br />�^
<br />9. GEDIECNRCAI xWsnSAIRw AID TECOMNAIWTGNA =LA'fRNlO R RCFCi TO
<br />gF - GN _.�.
<br />]. ThE LDY1RACrCR IESRKSWLL ION CONIAC'I Nc PO'NER JPMONE COVFAAFS
<br />] SHNl fX /TE
<br />c rFN 'aw-'XAR CNV
<br />IXUNC NOD-»99 WV
<br />BACGi, NA•CR L yCGL NA'LTAL ILAI FRINN I_{OOT a MP 3 AID
<br />APPLNIEM1NIGFS SHAL NOT Cal'Av AW nqN[ TIN. P THAN v 4
<br />Y W T DRcZn
<br />- --
<br />e. N 16 THE RESPONSNIm OF 11I(IL DOHIFOR DR .O LSf tW 'Ir•. OF
<br />NWI AINMill W: I(1 HAVr I. 'GO FTXIN I'll ANTI/nA WALE., Anl
<br />AZ [500 C.
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<br />(LNIV.), WORG Wnb fZMEP M1fS, ANI b1AnNING Ab
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<br />N. AL WORKWIa9f NrRIWILS N I IE N ON AN ALES RRQL-1 aV4
<br />FITH
<br />1.N, IS
<br />Na.AL ID NxNSINxa TIN NNIsc
<br />LmuTYSEPARATION
<br />qO ro , ufS SIAYIIMo S•'Et'llf TIOr15
<br />1 EC FKANDRIV
<br />RLATEST .AIX eR0^E
<br />Em1OK A'Nwr. N9r, AAD THE uisT rnY a 2ErimEEus
<br />1AADVw.
<br />GENERAL
<br />r_ H .- IWN:1.^.N sNNA Nn-FY T- R.w r AAN:.Y(N x; RWK I..
<br />♦ CyWUM'vC
<br />1 VAN wTR I•N-H N• [•NI 1A 111 III INN VINaM NN17IWIA
<br />nANDups. LVIEnf onFTrA'IsE VCKAmD.
<br />L ESS O
<br />_
<br />CAST IRON ADJUSTABLE
<br />.-AlAI ON
<br />MURk WRN 14DN .CI D4
<br />T
<br />=.xnlxN el a I' cI u n nbs w Acc:TRONKr wn1 iN rRxN u,AJIr
<br />S B1
<br />MOPE-CttAL AID
<br />es (END.Ea m KD LIOIE u rbnm;
<br />' VAVEE 30X
<br />7. w_ 451ON AND CONSIT ON Swl IXRFORY TO T. C IRIRRa STMEMID" so ram,
<br />CONSTRUCTION SAFETY
<br />MIGRATION ova VEP RZLREMBJIS
<br />F0
<br />BY iw LOP. AWNA III AND .1 a ZEPMT 11
<br />42. ' LOCATIONS 4NERf A MONDEED U-w'Tr CTW^SC MCT••CR .TUT. THE FRO-07
<br />56. AGANCOF I P- N PUCE
<br />'JP R
<br />TAPPING VALVE
<br />N YNIRA:ILN N ANN1111 WN IU W' .. A ' 1U i• RANI•• N
<br />G R^f PCSHONSNWm Or irE CC ni4:lON�O eR- CAN 1MR WI'H MF OSHA
<br />- 'N
<br />U71 T' G:WE BE RGTAyZ N ACCONCAFF DNA 1. III UrIM Odlf DRIII
<br />MD SxMl?' ANO A6A•WIOH A 1
<br />AA I I R Rh].
<br />,:giti IwP AN, WNII n
<br />,,
<br />DyFM10„E. -IW CWMNSwNs D• SICNNU AND MUNF RIEO ryr IM"S IRO MAIERW,[
<br />TARE AREGECOKE VAR DIMENSIONS IVOILA ON -HE DRAWIr�. f SCNIri 1
<br />NYMfNS AA. AWfE N AS aNHNeL JHaX NMIfA
<br />Ix MH vANIY ul.
<br />Alp TiE1 RDIINRRENrS.
<br />.V
<br />FLANGED CONNECTION
<br />DEWTONS OCCWR. THE CONTRACTOR SHALL NET `V 1C ONG CEa AT LGr 12 HOLRS
<br />15 TIE [ONTRKTC9 SHAL RE SOIL v PfSPONSRNE FOR Ca+5RN1[rGN SAFETY.
<br />" IS N -, INAI A I .. _ rl INN Nr m v( n NY WNVI, A RMXN
<br />"R
<br />-- -
<br />"DOR TO COMSTRUC-pN FOR A xTERMNATION All RCSO VVON.
<br />NOU E AL..A AN N•-IIp11RC 1.1 FYRLA U KII COlIMI DIEM, THE
<br />COIFRw'On SW1 Slaw A RE-G IIOV 1AN TT n(F ENLpzFP to AFi - RRON
<br />� REAL ON BLOCK
<br />R. TIE FON"Al `AYLL CLACK PLANS RIR -1 CE AND S _roAK S FROR V
<br />RESTORATION
<br />TO ODVREI NE. w AL RCjXA-lW EFFOPIL bliA1 BE SUMEC' TO 1ME _vA
<br />Or /I F Y AWE C WLLI C" P Crw
<br />_ P
<br />aEA-VAVN. ANY RBAK w T,E ANL1..1 CT
<br />ID I Is ITC cor:TAAcwRs R ITPOTIOD W To BECOYC FAOVOR rH -NE OVALS ARE
<br />SPCarIm BY T'E r s AND DIE
<br />vSIR`EEA
<br />1L. NL M1WL. SIREJI01 COPINCNArS, C11RD5. L,711E, rtRai DOG,
<br />LAIEQU NH c,_NCIn::. I.M.tn:. csrLRNFn l co1EIN 1. 1 ATHF s or X
<br />NS uAU In A. + 'NF FxPE M a Ire [•.»t NV::IOR 0 i F SATEF
<br />I_ [NIWECA AN AA W AA
<br />MAINTENANCE OF TRAFFIC
<br />.JLE EXt"B.T
<br />UT�) STUBBED
<br />FARTH --' I G-6A (TYP)
<br />O _
<br />ICOLRplpITO l -ORMI XOR To
<br />Mmm "p1ALIC IP.rOP 1C
<br />pGInZA, THE CONTRACTOR S.WL CTNI AL AC -DID
<br />Ca6nLCTON AVD SCIXCJLE wSNCTCV ACCDN. Vf. 'O Aar REnL-TONS.
<br />N.NFH
<br />4. THC CONPMCTOR S,NL R[AER "O n1[ SOIN F_ C, "I.... s TRUITOwAl10N
<br />SM11FJ) •UM NOUN I IN,ICXES
<br />AND ID AAp ARID,
<br />V
<br />I
<br />1 HI NIXRM 1 vNA nWWlr a w 'I AWN AN. RNIInIM'Fv OI RI
<br />fWFAIYL.WN
<br />11 ALL Ex,.STST. Eli AND MFOCC AS EO. D NIRN THE PA61nT - RE ALL BE
<br />oR F' C A. P T RUCTION.. AND SrWo BE
<br />AIID IRED
<br />E AR,R 1R,WSRWIATON O TH N yNATION1AND rEq
<br />'VID
<br />AND Ala RROM CONSTRUCTION`
<br />ppw AND COHNSPRA Y. AS AIP^lFY»F. '0 ME KdtlMTION M'] O[iNLS
<br />-
<br />YARnis An7RCis WW+C _-I
<br />UIISCOIOON RMN TK wlHn.
<br />wJAN
<br />r TIE cNPUA0 o,R
<br />ORRIC' D Br .Ip AT 1X ExPLV;t Or PI[ CONTRACtoR V RE SARSFACTGN a'1X
<br />OWN[F.
<br />PAOvp[O w RESC LMSfRLKTGN DRAWIAGS.
<br />N TIES
<br />MJ CCINNECT ON MJ TAPPING SLEEVE
<br />CONSTRUCTION UYOUTILIABT$ OF CONSTRUCTOR
<br />s. A] MDlwuxs DINAMOM cIX COEIALC TO A Y AAW `= a YE. A
<br />K, ALL WERE- �_r S-ANORTD RIG]' W.I. CAN RE TUNE AT
<br />UVIN.IV OI A. J.II(O PSI IX.f AlARE
<br />SWA_ ol
<br />,'I . HURCJI 'Ax14
<br />UAW=G'_STATC'L Y./ROO t.
<br />11 nF OONTRI 1. SHAL IW Sl.
<br />OF A GA/FySRM. WUAS1
<br />A IW a ON,M f;.N TINT. �
<br />'L S I
<br />'". IA._'N rD11rIjRllA.vtE WR NALp,1 D6Gv aIpDINCT. LATEST ZnH.
<br />"
<br />5A.
<br />ae. [M CaNTRKTRrRA A M RESPONSIBLE FOR TAT. NTENAVa a PEDf iTdIN
<br />Nv.11 I, A .
<br />1 IA
<br />VII. 11 .RSIE S N
<br />SW'ILO IU IN [NC'A-!X NIOn WNY.v W: IAYa11.
<br />ACCE981MAWTENANCE OF FACILRIES
<br />11 FIR, ET
<br />AND K•RWIM 1G A' AL. IMft DJRNL 1W FAT10N O NC IAOI[CI.
<br />NOTES:
<br />IJ IS IX.IIJNIM T - •A A1.11, CIIIT-" a IW Rxwi L- - Am/rW wr
<br />. INt uNINN r» -1 -AN �-,w N A;:LSMLIAN;r WIN 1. [IAIVA". -1
<br />Ur CGEINLCIIUx b+r1W4 al IW IwAwaAv 1a IVN AwCMIF PY INN rNMN
<br />29. hE c:vIgACYR STALL fWDrTOE MCC, 1: ALL E%P.11NG urIl1IK:/FA:IN[s AND
<br />n ROIX4pVr n F CCNrW-f rE' 'i
<br />AG] SERIES Ap mC TGIMAGAL SPECIn�.[In"s INE CONIWCIa! sHLL rUWNrsN.
<br />EET AND !Wtt ALL YRf TRAFFIC CONTROL AND SAE'Y DEVICES
<br />LR Aw
<br />iR srEcxTCAL_ NOTFO aN r»[ DNAwNcs.
<br />YAKrwN LKINIEIIIIfTZ ;Dmcr, Iro.
<br />..
<br />.E E
<br />1TO rvR YJ; BE AT ALL INKS
<br />ToaGMr N¢ FAaflur
<br />I. All HRASS/SIAill F S PI AND FITLINOS SHAI I RF THR-rAD='. SCH. 40.
<br />-
<br />EXISTING CONDITIONS
<br />MP91G NOTES
<br />TvuA
<br />r
<br />f G MUST IX AND R i RE - f
<br />DECx a .AccER. ALL rAvnc Uw ro TWr'Ic A E cLos. o
<br />i; U
<br />TMfiNrMY$- NI STEALING. NNWRCAaO. LNAfNG. AND RACiXAa 5HLL1 W RKiWZ IN
<br />NRpN aEXEnG n
<br />Iwv: F1tVW1 CNS AND OwF ICE 5-INCT.RG TAIL oMER
<br />K U• PCA IO Lv CRAG N'JIGILU PONN'S f,CttiA."fCR SFA1
<br />E LUMP SJV Ixx;l
<br />f' 'A F A
<br />7L M Lb,.K MAI (3AP1FH 5 ;UST ;:AP SHAI A IMIN .M IHR�ADF ).
<br />I RF I L ( (
<br />/
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<br />KK OI IIAvi NANV I.. rl � NN I !YRts ..vv
<br />ROAV
<br />ONAD ERRATA.
<br />I T W PPCR:R RAND[ MAAl101Y, ARE NGNYCNR
<br />ANC P O'IX
<br />r 4•W Dill IWV
<br />HA4u•N� WINK[': 4A1 WLI a MAMW n nR
<br />° DEMOS ANL' Y141LL BF FAVIEONw K'Sa.WKE .IN I. HNAIYK
<br />-N4 a A IMWI ND I F 15, I 'A S, Alw •RNA RA AIRS
<br />.i:E,iiNc TIRE WDa PNOR 10 IANSNJOIpM
<br />s1 ]Rc a rmN , sHBA1N ax PJAE sNA_ ooar'FDro ro THE ADKTh'T ;mvart RUN
<br />TRNSTAMps
<br />sE:Pcv no.
<br />stOl
<br />3. ACI-AL LE NGIH Ct HRASS/STAINI IT SS PIPEI NE IO HIT Dt IFiMINtU IN 1-F FHD.
<br />IS. lKP 1C 910E DMWNp rR(PNWIIIN AND iLRRITTN AND ^TIRO ANC a RMiCD
<br />OF RR( INAT55 NOIFD D I, "IINA TIRE a AVM" AND 11171E RAW SHILL BE AS
<br />, 'I' . W[ A.w»vi +-AAMKr R.w n wr uArsv NOI:D cR:RwsF.
<br />AND
<br />.E SpRs Av7 BNEncw� rE. x Ac:am: ro roo- W»w._ x wT rx.E+lcck
<br />RC"fRFh..E FORT ADfXCS KID 11ROI.LII 650 AIp IrN FEF NODWr .YID iPAfTC
<br />NAIRALS TW MITRAI -1 ELT E Jis ILa�= SNP
<br />4A-ERW: a CONSTRICTION, OUSGE DNI It ,, 1ICx' -s ROIMCVES11
<br />AD ALL PRI LENGINs ARE Ar-NAIL. IPL WASH -'- Pos s'W'aF E1pRAA END
<br />Opal SIAIL'NfUS IATrST FIIIIIIOM.
<br />I. DEFLEC- C'R INi AL_-ITT'NGS AS '<EOUIREU TO MA KTA'IN COVER AND TO SET BLOWLOFT
<br />:11-I.NS, OIL.' 10 - L.N. I J� Y WILL HI .11. I.: vIY_. ON 1-1 HYMN
<br />$FUTONS ARE -O END or Fr[.
<br />M 'LLIMD.
<br />.111. MAMIbA1(NIS (N NNW )WWM1'OC
<br />D] PPE NAN I " SI1PP'RIS ARE NO• A•RYAN UTALSS A S"CCAL - OR
<br />"
<br />1R INE COVITA TOR 914E r1aFY IW OREN AVU LVC N -, wAEDAT' R
<br />CONOINATXw E RwR@ rol surr R'S, LOORIN E. Ap TRIES SNAIL BE
<br />/.N M nIL PR DRIVING SJ m
<br />F• RX CONTRACTOR p ONE NG w A.,
<br />:a1F.JCTS BETWEEN MF. OWWRA04 Alp ACNYW COACIn_v4 ARE OECOJmEO MF
<br />-oNlWcloN sHu IIOCLRAT[Lr REcaRo ANY SAC a L_rs cw wE IEDORD
<br />FI FNE,C)
<br />Nus
<br />F:-' PFnEW AND APmoYA e. THE ENaNnR /RADA io YErAJ.rrGN NAAYxrY sFAc'"'
<br />S. EXTENSION OF VALVE BOX SHALL BE SET 50 AS 70 RESERVE 1 J2 OF THE AD.USTME\i
<br />DRAW VGr
<br />i1YL A AS NSCFT.
<br />LENGTH FOR fUTL1?E '15E.
<br />11 AW mDPar• c.R .,.:'I'MENr,. CR DINo1 NAll Wrlwl'IF Iss- _
<br />WATER
<br />NW F' P Llln LN :'I'MENXarn Rn -FVXI'XN A ANY suw Ilrra
<br />IwMLkNHLx DrNAL2 WW NH ,NA I'. N [%AL MA; UN WW1 NDI 11
<br />111E OWHER AVD THE FA],NEER aIECA•E.. AND ADIUSIE/RESTCS THESE RTVS AT No
<br />All RU MAIN PIA'[ µl IR CM p,::HI' w1. W YN V11N ., Nv DIWNA.
<br />NUI[II ON W R- Ali NA V YAMS ARt ,N .A I•.T. Ia F.h OXl N.N. -,I
<br />11 a1..'; =Ea'D ID MAINTAIN 2' DEPTH TO OPERa'r'.c NUI ON � FR_S_ED
<br />:'4 `!F i_FI FXTFM1 f.:I' O
<br />wMIGNAL COS. N 'RE ONNER. IF G R CHaISFS TO 'SELF PERFORM THE WDNN OR
<br />IS��N N TFP R,. Ow-. RNA, NKS- wNINE O'NGA f. All
<br />)0 AURMSIR ANDSNL INa GAUa TRADER WIRE ON ALL MAIN 111 I S HEXTEND IRE To
<br />LIAIIJ VI,, .I ;.'H N'i:f+l= _Ov-i.
<br />(11
<br />" AND W 11 W .Ill.,
<br />INTO FAG, VALVE III MIN St,YRNENT EXCESS M BRAG RAE THREE IEEE ANNE
<br />rNSf OFNIC.
<br />IS INE PONniKFOR N ABIONSID,i FOR REPARK RAF• DNM L- 10 JIBivO 19IJIIES,
<br />wDVL OR BELLY GIOLA , 1N1 W OCCUR AS A PI Dr R{ Ras IER10.0 BY
<br />EDLA,nKTGPPN.LD1.1.IUSCDViRKT
<br />As - -1.5 AA[ TS. 1 A 4RMN OA 1. FS FOR TWD-HOIW XNUITION AS
<br />FFIAWI INo.ArpIAA
<br />WET TAPPING SLEEVE AND VALVE DETAIL
<br />a MIT E ILA UN *,,L RJR FRAIL FROM LINE001NSY RATIR VANE ME.] FAIR-----
<br />- - -
<br />A fa aIFR:IwN MiTFA AN, A III TNF RA% NOW MRIN ANNMA• ()�,--
<br />-MR, -1 N%la A ITN FLAW NY-_ .111,
<br />Y Al, PJIAIE WATCH CONIEC 5NN- BE MADE WI C17r IN ICS WITH •ANYES.
<br />TEMPORARY JUMPER CONNECTION NOTES
<br />A TEMPORARY JUMPER CONNECTION IS REWIRED AT ALL CONNEC'IONS BETWEEN EXS'NG ACTIVE
<br />WATER MAINS AND PRCPOSED NEW WATER MAIN MPROVEMENTS.
<br />THE DETAILS TO BE USED FOR FIL_INC ANY WATER MAN OF ANY SIZE =ROM EX STNC ACTIVE.
<br />WATER MAINS AND FOR FLUSHING OF NEW MAINS U- TO B" DIAMETER (2.5 FPS MINIMUM VELOCIr-)
<br />AND, FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN CF AN'f SIZE TIE
<br />AUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING. FL,.SHINC, ILSTINC. AND OISIN=ECTION
<br />- THE NEW MAIN HAS BEEN. SUCCESSFU_LY COMPLETED AND CLEARANCE FSR JSE FROM nlE
<br />'LORDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINFN- AGENCIES HAS
<br />BFEN RECEIVED. THE JUMPER CCNNEC-ION Si ALL ALSO BE USED TO MANTAIN A MNIMJM PRESSURE
<br />HYDRANT EVENS ON AS *
<br />OF 20 DO IN THE NEW MAINS ALL THE TIME AFTER DISNECTION AND JN-IL THE 'DEP CLEARANCE
<br />Ii FOR ADTI''N'N•AI nFFIH _
<br />` `�
<br />LETTER IS OBTAIKEC. ADEQUATE THRJST BLCCKINC ANC/OR RES-RANS SiSBE PROVIDED
<br />-
<br />TEMPORARILY, AS REOUIRED. PIPE AND FIT7INCS USED FOR CCNNECTtNC THE NEW PIPE TO THE EXIS'INC
<br />,
<br />PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWNA C651, 1002 EDITION.
<br />CCLP-aE CHECK BACKFLOW
<br />THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE OSWFECTED BY
<br />SPRAYING OR SWABBING PER SECTION I OF AWWA CSB' 92.
<br />_;
<br />ENCASE 01Li ;IVNL .. 1
<br />FFEVLTgN ASSEMBLY
<br />SCH. BC GLVANZEC
<br />/
<br />FELT OR FlL
<br />W/ 97.A ION VALVES
<br />(:'N'O.•1X.
<br />PIPE I FIrtING5
<br />I'R(WIDI HMI.OtARY
<br />3. FLUSHING OF 8' DIAMETER AND LARGE WATER MANS MAY BE CONE THROUGH THE TIE IN VA_EE. IN
<br />-
<br />FiWpEIC. --
<br />iRi
<br />CLHINILAIION
<br />i'RIIIR -C JSL;
<br />/
<br />2"• CATE( SUPPORTS AS R-OLIRrn
<br />THE PRESENCE OF THE UTILITY DEPART. THE UTIi TY DEPARTMENT WILL NOT'FEC N 'WRITING. 48 HOURS
<br />_
<br />1 VALVE /
<br />PRIOR -0 THE FLUSHING OF SAID MAINS.
<br />' WADER EAE-ER
<br />I
<br />b
<br />J UkNISFLJ BY THE CITY),
<br />1) 3/a' NOSE BIB
<br />AYE =LN I OWING I'NC(:f UUNF S L;H Al HF FOI L DWFD:
<br />-
<br />2' C.V---_
<br />/ � w/ VACUUM BREAKER
<br />A. II'1 II' -IN VAI Vf `; SHAI 3F OP=RATED AND I IRA S!IIINI It SIFT N -HE PRF"rFN(:F OF TF'F
<br />III IIIY (:UMPANY AND I'14DNIIN 10 WILY WAlt,l IIvHTNFSS PHIOU IN ILL Ill -N VAIV`::
<br />INSTAL SCREW TYPE
<br />A DJU, TABLE 'VALVE
<br />-i I
<br />M R1:11 ANI NCI III II(41I ."All H• W HH ACH) OR A NI. W VAI Vf IN', All 11) IMMHOIA TH Y
<br />FOX k COVER ,MANKLJ
<br />PVC T^ Sr,t' RO Cl4v
<br />A ),IAL:I N I(I IIII I A41N;� VA VI
<br />_LAVE BYNN HUU. , /
<br />WATER) A- TIME T"
<br />12" TO 33' ADAPTOR
<br />irrn
<br />REVOV7A_ OF TEMP
<br />ABOVE
<br />H I11 IINAI.OHARY AW111.14 CONNLCIION STALL 1- CON!:IIR(R:IIU A!; OLIAILLC. ILL JUMPLR
<br />JUMPER
<br />GRAIL
<br />_ °• SCH BC PVC
<br />CONNLCION SHALL BE USED, TO FIL_ ILL NLW WAILR MAIN AND FOIE OROVIMNG WAIL14
<br />FOR HAGIERICLOGICAL SAMPLING Or THE NEW MAIN AS RLOUIRL.) BY TIC FDCP PERMIT.
<br />,'A ]/R' SS NJIS HOIL!
<br />PVC -I -
<br />IU '- G' y).'. (n.') -
<br />I I/N' SU NUT *,7/4'
<br />TYP 3-NOZZLE FINE KRAW
<br />DANUNG flu il-M-B
<br />SO NUI (TV to NOZLLL)
<br />Illt VALVE A40 HE ILL Nit
<br />EAK AWAY '_AIGE INRfCDY CCNnrurn jil
<br />ME WATER VNN IS LOCATED
<br />FINSH CRADF UNDERIHLNOAL`WAY (IN WHICH CASE
<br />GAIL VALVE AND L'OX THE VALVE IS TCBEN,MN. /' r rx111nl(T 'N-F. IOrATrn 1R" r?OV FOP)
<br />,�> , " A I
<br />W .
<br />G` RMJ CV 6• WALK VAIN ENIN) ,,,
<br />re' DP �_ / U'I') _
<br />SOH 80 GA_V '-� 'L A::L ['• tlkA3:, PLUG K
<br />- FLJSHING SHALL NOT BE ATTEMPTED DURING FEAK DEMAND IICI 0:• iH_ EXIS'ING
<br />` J/n" 55 ROD-2 RF.C'0 (Mlh') 'DR PR!INOE REST11.11
<br />-
<br />' PTA' CORP. STOP AT -ME OF
<br />WATER MAIN,
<br />.JOINT$ (SEC NOTE 3)
<br />7"• S^'I AO PVC ��� HI MOVAI Or IFMP. .A1Mrf f2
<br />- ALL DOWNSTREAM VALVES N THE NEW SY'A'EV MJ';T BE OPEN PRIOR TO OPENING
<br />WASHED CRUSHED STONE FOR GRAIN SUMP (FIAT N'
<br />II1,. I.I -IN VAVEL
<br />57 STONE)
<br />EXISTING RATER UNE1 J'• CORP. STOP
<br />_
<br />f11EOVIDL 1 CHI AND RION OR THE PRESSJRE AT THE - I -IN 'CNN I. THE PRESSURE
<br />IN THE EXISTING MAIN MUST NO- DROP ')FLOW 35 psi
<br />'SAE:.
<br />A III M RANI N',IAL.AII N IN WITH THE V I " .
<br />_ YL U SHALL tlL ACE-JNJANLL L U IY'B IANJ Utvi.Ul'MW ,.VV!
<br />- TIE-IN VALVE SHA-L BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP
<br />NFw wAnR Iry
<br />`
<br />ACROSS THE VA_E IS ALWAYS GRATER THAN 10 psl.
<br />U 3/4• ciuNlrs' .. _ VOL) CUT AN) IHNtA1tU AS REOORCC, DR rROWOr nE5'RA,N 7 VONIS.
<br />D7J3_E STRAP /III-N VAIVT MUST BF CIOSL) ANJ -- 30l ISLE STRAP
<br />SADDLE RFMAN LOCKED CTY TO PROI AVOLE
<br />C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY -HE CITY UNTIL F_LSHIKG BEGINS.
<br />. ORr NYn RANi". -T,.JI Or INSTAHM PFTN i' ANn 7' FROM rnor Or PAwVrNT.
<br />LOCKING MECHANISM. VALVE AI BE
<br />OPERATED BY Un_,rY PERSONNEL ONLY
<br />D THE TIE- IN VALVE SHAL'. BE OPENED ONLY A FEW -JRNS FOR FLUSHINC OF -HE NEW MAIN.
<br />, TIE RODS, NJIS. Y;A,HERS AKD OTHER FASTENERS SHALL BE CA_VNIIEO OR H'PE 316 STAINLESS STEEL,
<br />THE PROCECURE S-AL_ BE DIRECTED BY THE C-Y AND OBSERVED BY IHE ENGINEER.
<br />- 4 Iji I'JMIIH 17ZZ_L ,Q Be IIRIINDN;ULAII C CcN c2L1141, OF MWON SINLLI.
<br />TEMPORARY JUMPER CONNECTION DETAIL
<br />E. A -TER FLUSHING. THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED
<br />- nRr IM>,ANI ASSrmgT" Nxi Unr: NI TIAT IS SI I;MN INEI UD,NG D PPr IC R//W1Y, IMP TFF AT MAIN, IrOXUNT, REDUCERS, V'AIVF.
<br />_ - -
<br />POS-ION 3Y THE C'Y.
<br />HYDRANT 7ATEASIONS, VALVE EXTENSIONS, A'LL PIPING AVD IAISCF,LAWEOUS APPUATEhANCES REQUIRED FOR A CONFLEfE INSTAL.. AnON.
<br />NT$
<br />4, TFE CI-Y SHALL -EST THE RPZ BACKFLOW PREVENTION DEVICE AT 'HE TIME OF INSTALLATION.
<br />::. ION Hi WOKANIS III PAVLC N(ADWAYS, INS I ALL HI PAVEMLNI WINRW NUN HHL HYU'IANI IDLNRFR ALON. WINNER SHALL BE
<br />NOTE. pjrrr. NS '0 BE. DETERMINED AT TIME TY
<br />PRrr.ONSTM;f.-ION f.(INrrtil NCl w/ CITY
<br />J EXCEPT AS REOUIREC TO FLUSH LINES OF GREATER THAN 8" IN D AVETER, THE -F-IN VALVE SHALL
<br />r. IN AC-EDRFAII WADI ino- 1 N TII IF RWN11C.n AR r n'U AI'1 06. MAR (R SIWI OF a'ATfD N r frNTl'77 If CI O.^,I SI AN PE n: DR
<br />"I'll MT.
<br />REMAIN CLOSED AND. SHALL BE LOCKED IV THE CLOSED POSITION BY THE CITY, THE TE IN
<br />• MINIMUM SIZE REOJRED OR SIZE AS REOUREC
<br />VALVE SHALL REMAIN LOCKED CLOSED LINT)_ THE NEW S"STFM HAS BEEN GLARED FOR USE BY FOEP
<br />TO PROVIDE FLUSHING vE_OCI-'•.
<br />AND ALL OTHER PERTINENT AGENCIES.
<br />_ ___ -- - _
<br />MAIR;:O.0 Is. ;g.Tn w,> Nw �w WRIENNOUI1NLOI CITY OF ZEPHYRHILLS
<br />A IIrKNn. INIDENGwcJHD ccvracrcP Ww KYANa Nunrvr un (12 Ipues) 10 I
<br />RI Lba JIRMNWI[WSRfiCN NOVEMBER 2021 I CITY OF ZEPHYRHILLS NOVEMBER 2021 CI
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 0 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 /�/�) 0 11
<br />0 PHONE (813)780-0029 FAX (813)7110-0613 W - 1 PHONE (813)780-0029 FAX (813)780-0813 W RI
<br />DOUBLE CHECK WITH DETECTOR ASSEMELY OUTDOOR INSIALI.M)N rESCC
<br />I MODEL B%. OR APPROVED 'DUAL JI 7r"*)STATY_' VALVE FREEZE
<br />, PROTECTION (FREEZE PROTECTION NOT SHOWN FOR CLAM. THERMOSTATIC
<br />r VALVE SKOVUD BE NSIALL_) ON 'HL GEMIN�TNJIV LEND COCK OF ME
<br />1 BACKFLOW INEVE.TER) GENERAL NOI
<br />I. A MASTER METER ASSFMRIY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK
<br />'1� PCST INDICATOR OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY
<br />VALVE A WAIL OR GATE. THECC() AESS ROAD SHALL BE 12 FT WIDE MIN. AND PAVED
<br />VA RECJINEO)
<br />HJ UI 9O ELL (TY') I 'I ' (CONCRETE OR ASPHALT)
<br />SEE DEinL oh 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE (:LASS 53 D.I.P. FOR 4 INCH
<br />SHEET 6 AND LARGER PIPE.
<br />i 4�3 CERTIFICATION BY 111E CITY OF PROPER INSTALLATION AND OPERATION WILL BE
<br />RI OF RFFl FCTOR IN Tl'LNT' R
<br />O• URIVING LANE ADJACENT
<br />'0 FIRE H`ADRANI. If
<br />HYCII IS LOCATED AT AN
<br />INTERSECTION, A BLUE
<br />RFFl-CTCR SHOH,D RF
<br />INS, A_LLO ON 00711 SIR_LIS
<br />- FIRr 'HYDRANT ASSfNIRI"
<br />FIRE HYDRANT REFLECTOR DETAIL
<br />N. J' RECEIPT F _ AGII ECEP OF CLEARANCE FOR 115. FROM FCFP AND Alt. OTHER PERTINFN Gf NCIH `. THE
<br />C,AVNTRAr:TON SHAII REMOVE THE JUMPER CONNECTION. THE CORPORA ON STOI ARE TO BE CLOSED
<br />D PI UGGFC WITH 2 3RASS ''I UGS.
<br />I A I IVSTA IATGN ANr) MAIN -FNANC: OF THI IIM✓OkANY JLMPIH .^.OKNFCIAIT TION AND ASSC I:
<br />HA(:Nf LOW' P•EL VL N'I:"I 1LVICL II-N�::. VALV-, FIG, SHAI Hr IHL HLSPONS,BILIIY Of ILL
<br />:;ESN I RAC I Oft.
<br />TY OF ZEPHYRHILLS NOVEMBER Ads&CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT I
<br />825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wj39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W
<br />PHONE (81317BO-0029 FAX (813)780-0613 PHONE (813)780-0025 FAX (813)780-0613
<br />TRANSITION y
<br />NT'A MIN SIR SLUT':
<br />^.G11FI N " OSHA
<br />UNJrv'iURBEU
<br />SLEEVE (l'F) F%ISTINC PIPE EAFTH (1YP) FUN CIlf, 1° ION G0 'UN:M Rrm) ENWrS "RUONU
<br />RR!.YCI HIS TRfNflr.^. ;hP)� / SI arA,^,f
<br />.�. -- w. rpir SIIOmNG IS HVI I %I; NUEJ TO
<br />SURFACE, gOPE EX4IYATIOV AWAY (I) ll% .'A S Ic
<br />FROM TOP OF SNORING PER OSHA 'L 'WARNNIC
<br />4 --, NLJV REMWIS - - IA't - nG
<br />/ PRIOR TO CCM.LCTION Or FIW: BACK' LE. f/ A Y -
<br />/ REMOVE SHEET NC ABOVE 12' OF TOP CF
<br />[%1] LNG PIP[ ---r PIPE: REWVVD-R OF SHEE'M: TO BE LEFT
<br />j IN eacr O 4
<br />// PIPE OL50E DIAMETER OR
<br />PExPE DI / ` VERTICAL CONDUIT SPAY 0 7 .�
<br />SPOOL P PE - 3
<br />I REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. NEW WM PIPF SPRING ONE CR CENTFR IVf % 4 pp[p TREN;;N VAX MUM
<br />I- UGA`Ts; _ MU TEE �REi RAINED; OF VFRTY.A_ CCNCJrt SPAN : - A ; OPEN
<br />CAL WALL HDCHT
<br />^PIPE ',iIFPOR-`` SRTTW: (Nt TRFNCII Mx -� PER OSHA RLOUIRE.MLNiS
<br />JOINT FILTER (rrP) a. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER �-
<br />(PFR MANUFACTURER R / /I''I m
<br />FMSHED I RFr.DWMFTI)A•I-AS) - INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO (..
<br />/4' ION SHEET NC INPE COnSIHU,I VN. UFIIVL
<br />CIU7E (TYPI - "' INSTALL THE METER/BACKFLOW FOR 3" AND LARGER METERS. CUT -IN TO EXISTING DI OR PVC PIPE sI ItPNG II BOIICM (r IYCAVAnON ICH
<br />MN)
<br />- - IA-rRA SUFPOni AR Rr0.11RFn iY Tllr � /
<br />_ "9 , x I% 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1AxW1.4 WELDED coNiRAc-DR, Rrr.,i,mrn rw.N:R 'IRE OJTVDE DIAMETER OR NGRQ.. rONDI.NT SPAN
<br />� WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY PEXPE DI OR PVC TRACING WIRE REDLII REGARCLESS DF -�
<br />I;- I STRENGTH OF 3000p9:. SPOQL PIPE TkLVCI, m'L (REFER TO ADDITONAL NOTE 2)
<br />n 1 0011CRE-E SLAB. 4" -HICK . 3'-4' WOE R N111
<br />10 -0' LONG W/ I W4 9NW4 9 IMF. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL PExPE DI '^R PVC
<br />' CNUNI EXPOSED EDGES r- BE 2 INCHES ABOVE FINISHED GRADE. PI E'1VG PF SPOOL PIPE
<br />7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH
<br />4" FJRRPOJ )I PIPE SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY.
<br />_iIII; � �,�,T, -- 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING -
<br />T
<br />NW WA. P DIAMETER
<br />NINIMIIM
<br />IDNA
<br />SDEWNl
<br />F%CAVAM)N
<br />LD
<br />CLEARANCE
<br />[__RADII
<br />CONI (I)
<br />(IVf:II S)
<br />A (INUHl5)
<br />tl (INCHES) -
<br />I7 nAV 74
<br />i
<br />11
<br />2A... GNIAIIN
<br />'R
<br />18
<br />ONES ZONE
<br />NO. NAME
<br />MA LHML
<br />OUMPA;IXIN
<br />•I FINAL BACKFILL
<br />AS SPECIt ILD
<br />AT IFAST R511
<br />MOnIOEO PROCTOR
<br />2 :NITIAI IACKrI
<br />WLX MUM DRY
<br />(3�~ HAUNCHNIC
<br />DIL ,III AS M
<br />FAcONG
<br />C 1557(98%
<br />W TIN UNINR
<br />R7'r' ~- F'_w
<br />LOT, DRNFWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB),
<br />IRFD 'winr STARI' VATTTIAI LS-WOINTrREf.
<br />REO.JuNUI5 rrun(v,T'oN PAVEMENT)
<br />4' F, A r. D Nr ELE
<br />METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD
<br />TRIANSI-ION)
<br />COU'PJNG EXISTING PE
<br />'A_ 4' ;MJ 01 90' LL,
<br />PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6
<br />SLEEVE ( TYP) PIPE
<br />TITNCII ZONE. NOTE):
<br />TRAFFIC BOLLARDS ARE REQUIRED.
<br />DFiNAL BACKFLL SHALL BE INSTALLED IN OF i NOT EXCEEDING D INCHES. LOOSE NEASUREMI REFER TO ADCITONAL NOTE 3.
<br />•,`
<br />(JINITIM DAf.Kllll fILAll '4 INSIN, ll: IN HER NDI FXCRDINC. A NP,IHS, COS: VIASURIMINI. A..I IIFI.S SIw1 IT' CGMPACIIU 'iY IVANn
<br />N;xr AM
<br />TAMPING OR AN APPR,I mFTHCn DF Alff-ANICA 'ANPNG REFER 'D N.nmCNN NoFF 3
<br />tl4iESE
<br />MJ TESL (RCSTRNNED)J
<br />(I)HALINCWN4 SMALL BL IV 'OW' fI' HWAINNFO INIMtHHl IN UIS NOT EXCEEDING 5 INCHES. LVUSL MLR'UNLMLNI. ALL J-TS )MALL BL
<br />COI'PAICIFO BY AND TAMPING. IIAl1NCI I,Nf. !OATH HI TROJ4-1' D' FG UA Iv ON i(Inl 7Crs cr TF 1W
<br />I. PPE AND FITTINGS SHALL BE DUCTILE IRON, SJ. CEMENT LINED NIERIOR WITH RANGE FITTINGS FOR ABOVE GROUND
<br />F[NI uNDERCRGu„D PIPING.
<br />TEMPORARY METER NOTES:
<br />CUT -IN TO EXISTING AC PIPE
<br />BEOOIAC SHALL BE Y4Tn,LED 0V F-r Y .FAA R:n AI Y•F[ N LIFTS NO" EXCEEDING 6 INCHES. LOOSE MEND SHALL BE
<br />CFr
<br />BE U
<br />USE. MANUFACIUREPS RESTRAINED JOINTS SINAL! BE USED
<br />USE
<br />1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND
<br />Ll4IES:
<br />BY RAtNJ OH A EX 10 'ET. 11 A
<br />rlr IONAL rAWPING. 140'1LNLY SNNIC Bc,L H015 BW_L 6E EXCAVATED IN THE BEUU NG IU '2HMII ASSLVtlLY
<br />,ITT
<br />2. CERTIFICATION BY THE CITY Or PROPFR INSIMIATION AND OPERATION WRI Br RCOWRED PRIOR TO ACCEPTANCE OY THE CTY.
<br />ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM.
<br />,t
<br />rr Pwr. RrrrR 1c aODIr,oNAL NDTr 3
<br />DDI
<br />J. ALL ASSEMBLIES OR DEVICES MUST NAYS ASSE APPROVAL ONE PREVENTION ION DEVICE ASSEMBLY SHALL A
<br />1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR A5 DIRECTED
<br />w,P N' N ^ P D
<br />NAIVE, UNDISTURBED MATERIAL M. FI IY D TBENCHES IAEE'F,Nc THE COMPACT AND vE IS FOR SED
<br />HE UNDER
<br />LE CHOW
<br />TI
<br />DOUBLE CHECK PRESSURE DEVICE AS LISTED ON THE APPROVED UST OF THE IJNNER9n OF SOUTHERN CAUFORNA FOUNDATION
<br />2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE
<br />BY THE CITY
<br />AL N W .All W
<br />BEOgNG )MTFAIµ NElJ hDi tlL Ht"UCkL OR REWORKED, EXCEPT FOR SMAPIAG UI IHi BULL HULLS. All WHINE REFILL IS RECUIRED.
<br />BELL REFILL IC IRED
<br />FOR CROSS CONNECTION AND HYDRAULIC RESCARCH FOR NSTAHAVONS WHERE CHEMICALS ARE ADDED TO THE FRE
<br />SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED. A DUAL CHECK BACKFLOW PREVENTER CAN SE USED
<br />WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT
<br />FOUNJATIIN SHALL BE REOLIREO WHERE JN'.JHABLE WTEML S ENCOUNTEiED FOUNDATION S•At_ BE N ADC(REANCF WITH nir
<br />AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT.
<br />2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT-M CROSS.
<br />REOUREMWTS FOR BEDDING. REFER TO ADCMOW_ NOTE 3.
<br />/. THE 6 INCH CONCNtIE STAB SHALL BE REINF ORCLU WITH 6A6-11'.INW1.{ WFlrxn WIRE cABFnC AND SMALL BE TYPE I,
<br />PORTLAND CEMENT WMI A MINIMUM 28-DAY STRENGTH Or 3000Dw.
<br />3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL
<br />3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER
<br />ADOMOnn. NOES.
<br />S. SLAB MOTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY
<br />ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR
<br />HILLSBOROUGH COUNTY STANDARDS
<br />-0H HLNCNIs IN'aHCLLAY IRAHC All OR BLNLAIH SURIA(:c 104UVLML S (LG. SILL UPFALI, LI'_'.) St: CONIRACI SPLCJ,(AUCNS FOH
<br />ZONE REQUIREMENTS.
<br />An'RTIDVN P.(M'PA:'TION RrounryrNiS Srr DRAWyN;S FOR SURFAF.' IMPROVIATNT AND /OR irsinwKIN rwiq W ITRF ARPI IC.AAI r.
<br />& BOLLARDS NFFnrD IN HIGH TRArric OR vr111C1 r MOVEMENT AREAS.
<br />4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE TO FT. (MIN) OF PIPE ON
<br />2. TRADING RARE SN/WL BE INSTALLED UV TIIE $ICE CT 'HE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NY,GN ARE TIE. F THE ARE S CAMAGFD OR
<br />]. ALL ABODE f.RMF VALVES TO BE OSkY VALVE HAND 'WHEELS SHILL BE LOCKED WITH CORRO5101.-RESISTANT CwINs (INE CITY
<br />EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC
<br />N -X'-- ND: A 311 WAILNI•RDO I F + N 1
<br />tics tD tlL _ D In u sI'Lxl SEAL_ BL INSTALLED TD It[I AI ILL WRE. THE ENDS Ix IHL IKAanG 'NINE SHALL BE
<br />ro PanMDE THE Locxs).
<br />WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHAH BE
<br />VALVE X - AV T 11 VA - .
<br />rmnlr4rt IJp N nTR'1 AI '[ Ro ON mr unr n A r I�YIXtAr. Vrs nF RF swl (E A M'N M.IM ca if .S' IrTT LNMR TR vA; Vr RC% COJFR
<br />GENERAL WATER METER ASSEMBLY NOTES_
<br />ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE.
<br />THE ARE SHALL BE IS-ED To VERIFY CONDUB•v,r
<br />J. AL LHNAIRVL J"I I„OKNEuS, NO' LXCI LING 12 In'CHlS LGDSL MLA`U'RLMLNU ARE ACCL19ABM N IRLVI:i I'JNLS '. 2, 4, AN.) 5 PROVIDED 1) IHL Lilt
<br />BACKFLOW PREVENTION ASSEMBLYJFOR FIRE SERVICE ONLY)
<br />-
<br />--- -
<br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT
<br />CUT -IN -TEE
<br />THICKNESS DOES NOT EXCEED .If[ MAXIMJII VALUE RCCOMNENCD IN 'WRITING B" THE APPLICABLE PIFE MAHLAACILIFIIFR AND 2) 'IELC TEST R13'ULTS
<br />CONRRV THAT THE SPrprYT, COMPACTION REOU'IREMI Al- BEING ME'
<br />.
<br />TYPICAL UTILITY TRENCH DETAIL
<br />_ _ --- - - -_- _ - - _ -- - -- _
<br />-- - - - -
<br />A NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS - CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS - - CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33642 039825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />. a PHONE (819p80-0029 FAX (811)7811-0813 W 11 PHONE (813)780-0029 FAX (813)IW4613 W 12 0 PHONE (313)790-0029 FAX (8131780,0613 W 16 E PHONE (813)7804029 FAX (813)7804613 W 18 PHONE (813)780-0029 FAX (813)780-0613 G 3
<br />-
<br />--
<br />li-- - ___-_, - _. - - -- _. - __ -
<br />I NITS OF
<br />F' I.:I'. 'I '.. -- C;
<br />-F Ha
<br />PAVFMFN
<br />RESTORATION
<br />Mt I_H FXI' IV'
<br />-RENCH
<br />IHICKNESS
<br />-OH WIDTH
<br />1"MTV ___-,6• �_'j
<br />68 11
<br />Ij'
<br />PAVFMFNT (TTYP)Nr
<br />7
<br />FXISTING
<br />PAVFMFNT= -
<br />I I I-UNDISIURDCD
<br />[ART
<br />I, Y1�
<br />1
<br />II -i i \-_Bk 10C _IM_NJ(:t BASE 8"
<br />���- T TICK (MIN; SC NOT[ 2
<br />Z; CODA A,,PIE- _, 12 10
<br />5-F ",PICA PIPE TRENCH DETAIL
<br />MIN 983 MODIF D
<br />FOR PPF COVER 'EPTH AND
<br />PROCTOR CRY <SI'Y,
<br />ASTM C'1j/
<br />- J--
<br />BACKFILL REQUIREMENTS
<br />NOTES:
<br />I. ASPHAIT PAVFMFNT RFSTORATION OFTAII APPI45 TO CITY ROADS,
<br />DRIVFWAv- PRNATF ROADS, ORIVFS, MISCFIIANFOUS PATCHES, ANT,
<br />SIMI AR RESTORATION
<br />2. NF'N I IMFROCK TO RF COMPACTED TO NOT I FSS THAN 98X. MODIF FD
<br />PROCTOR DRY DFNSITY, ASTMD 1557.
<br />3. FOR COI ROADS AND STATF ROADS, DESIGN SHAH. RF IN
<br />COMPLIANCE WI PASCO COUNTY STANDARDS AND FOOT STANDARri,S
<br />RESPECTFIII I Y.
<br />ASPHALT PAVEMENT RESTORATION
<br />--5.' O" U\LESS OTHERWISE NOTED
<br />ON DRAWINGS
<br />SLOPE N/8" / F-. 4" (MN.)
<br />- 1
<br />7!)^0 PS.1. -- 5"X6"Xln/l:: VI
<br />C_ONC. --
<br />N'P.1,
<br />SE-T 11)N
<br />r- F' ,AG
<br />/- 1 /2" EXPANSION 11 11 (YP.11
<br />/ .IOIN1 (TYPE.)-- - / _ - - --- 1
<br />I 11
<br />I I 7 a 1+
<br />4'- 0" � 4'-OIL � 4'-OE..
<br />12'-C" 9CTd�=ESN JC NTS
<br />\)� ILL
<br />CONCRETE WALKWAY DETAIL
<br />SEE 'VALV_ C'CLLAH
<br />__... _ _
<br />_ -
<br />-DEN11-1CATICN DISC
<br />DETAIL
<br />"CC'1T DT��. -``
<br />( FINISH GRADE OR
<br />MJ D SOLID SLEEVE
<br />_
<br />1 PAVEMENT
<br />L 1' -
<br />'rf','C'C�'-
<br />DI UR I'VC I'IHE
<br />STAINLESS STEEL STIFFENER
<br />TRACING YrIR-�_ �`-I ..
<br />- -HAND TAMPED BACKFLL
<br />AT TOP SECTIO\1
<br />BUTT FUSED JOINT
<br />'-
<br />ADJUST.4BLE
<br />-O-FItATI�NC NUl
<br />_ ___-I-
<br />VAI vF ROX -_'
<br />�..-
<br />I
<br />VA_EE BOX SHAL_ REST
<br />//
<br />I I
<br />ON BEDDING ROCK, NO- ON
<br />ICI
<br />SF \OTFJ
<br />J
<br />"HE PIPE
<br />_A-""""""""""""` 011110"M
<br />_. _ -
<br />=
<br />--- FOOT #57 STO\F
<br />TRACING W Rt
<br />(6- DEEP)
<br />IL
<br />I' Il. PIPE
<br />-- --
<br />CV
<br />I -
<br />�
<br />��iy-VALVE
<br />._III
<br />i
<br />T11 -" -
<br />1_I) )�
<br />rEroT
<br />RESTRAINED JOINT i
<br />�I
<br />I fI1.I Ti:-iT
<br />57 STONE
<br />= =T (157 STONE
<br />R=TA!NFR RING_,__---I
<br />IIDPE PIPE
<br />R x ;TEE
<br />A
<br />L HDPF MJ ADAPTER
<br />f
<br />J
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VIN_VE --2"
<br />(6" BEYOND EA SIDE)
<br />NOTES.
<br />1. LXTENSIl OF VCIVE BOX SHAII RF SET 50 AS '0 R-SERVE 1/2 OF [HE AJJJSIMENT
<br />LENGTH FOR FUTURE USE
<br />2. VALVE- SIEM _XIENSIO\(S; FII IC MAINIAI\ J' Dt PIN- 'C CAL--:A'IN(: 1 :1N )FPHf;iSFU
<br />PIPING CONNECTION MAIN III OR MORE L17`4h
<br />HDPE TO DI OR PVC GATE VALVE BOX
<br />T
<br />- - - - --- --- __ - -- - . - - - -
<br />- - - - - - __ ____
<br />NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021
<br />F CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS -- CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CRY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHULLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 A 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 G -9 PHONE (813)780.0029 FAX (813)780-0613 G � M C PHONE (B13)780-0029 FAX 1813)780-0613 G 11 PHONE (813)780-0029 FAX 1813)780-0613 W -3
<br />-�-
<br />Sullsl�ine I
<br />State
<br />One Call Ir
<br />VALVE 1YIT SL"'VCE TYPE
<br />• .Y - GTE VANE A VA_VF 517f.
<br />• BFV- BUTTERFLY VALVE A. VALVE IDENTFICATK)N
<br />-A/,//WADER flF-- GPSK ANCHOHEC TO CONCRETE
<br />ry _I
<br />DIRECTION
<br />AND NO CF - -70
<br />IVNNS :0 W'N f - \
<br />14
<br />1 /8" IFTTFRS SK N 1' I 4-1i I,'-),---
<br />InA BROAIE DISK (T•P)
<br />CAST IRON' DO 'I
<br />,A.
<br />rrrrRS ^WATLR"
<br />PAK" RtUr (POI
<br />OR Rf0 (rii
<br />SEE NOTE
<br />A.
<br />n X 6'r,nNr.All
<br />rRF'r POD
<br />NOT':
<br />LDGTOR WIRE ACCESS-2" SCH W PVC. FEMALE ADAPTER COUPLING AND 2- BRASS PLJG W/
<br />RECESSED NIT. TERMINATE INSULATED. SOLID 12 CAUCE COPPER .00ATOR MRES A- `OP h/ 12-
<br />OF EXTRA WIRE
<br />PLAN VIEW
<br />I
<br />0,5' OC. Y FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />r -
<br />CITY OF ZEPHYS 1NO
<br />RHILLNOVEMBER 2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PH , I _�
<br />ONE (813)780.0029 FAX (813)780-0613 Y �■/
<br />FIRE HYDRANT ___
<br />14
<br />CITY OF ZEPHYRHILLS �NOVEMBEIR 2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 3354210 1 O
<br />PHONE (813)780-0029 FAX (013)780.0613
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<br />No. 74145
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