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RIGHT -OF -WAY VARIES _ ___ 3/4" THREADED BRASS
<br />LINE I' — —_ - -" 8Y -PASS LINE
<br />BYPASS DOUBLE CHECK VALVE
<br />UNPAVED PAVED
<br />METER ASSEMBLY—
<br />AROU
<br />CONCRETE ALL ND
<br />aaL vAW
<br />(2 REQ'D) � K
<br />SOD
<br />xcweitrssxx,
<br />o "
<br />s
<br />MATCH EXISTING PAVEMENT
<br />_
<br />PP3E w Rrm,r�noR
<br />m c s
<br />a
<br />�_ - _ a o wo
<br />I
<br />GATE VALVE -
<br />PLAN
<br />1E5t •
<br />(AS PER NOTE 3)---/
<br />DOUBLE CHECK VALVE
<br />���
<br />BACKFLOW PREVENIER TEST COCK (TYP.)
<br />U.S. FOUNDRY /7615 VALVE �'�
<br />BOX AND EXTENSION .'1' '8° MIN.
<br />• '�,mvcA
<br />MM»MUU 18'
<br />ABOVE wcRE57
<br />SpABOVE GHEE ON
<br />MEGAFLANGE SFLANNGEPADAPTER _
<br />EBAA IRON SALES / 2100 SERIES O.S. & Y. GATE VALVES
<br />FORWFIRE BHYDRANT,
<br />caxracroxl
<br />HOSE EBB
<br />._ -- - - -- - - (2 REQUIRED)
<br />—ell
<br />FIRE LINE
<br />IOU yR FLOOD ELLVARON
<br />FLANGED % PE `PSPOOL D
<br />8" SPOOL PIECE, MIN. (TYP.)
<br />AND DOMESTIC SERVICE TO I I �i
<br />6 "' U.S. FOUNDRY 47630
<br />a.Canwc,aR a
<br />i
<br />1/2° PREFORMED JOINT FLANGED DUCTILE IRON PIPE X 90'
<br />REO'D.)
<br />VALVE BOX (MDWASD Q3) >
<br />sews YPP.B z
<br />MATERIAL BETWEEN PIPE BEND (2
<br />AND CONCRETE STAB
<br />FOR ALL OTHER VALVE
<br />APPLICATIONS
<br />sB�mTE n, I TOWBROI
<br />a�T
<br />E�
<br />IWL VUVE i�
<br />6° CONCRETE SLAB = - ADJUSTABLE PIPE SUPPORT STANDS
<br />aRalB,uavAnax ROmmx
<br />w / #4 0 12° E.W. - _ REQUIRED ON 3° FIRE LINES
<br />FINISHED GRADE AND ABOVE (TYP.)
<br />T"�
<br />�� eY NYe
<br />•
<br />SECTION r r
<br />FROM MAIM qP MEEUUCS FIRE LINED
<br />\C��
<br />D.I. PIPE 5���;
<br />�
<br />, xore e.
<br />aBAClmav
<br />PrevB,nw
<br />IM.
<br />.
<br />N ° 6' wxcROE suD . /1w1z' Ew.
<br />•
<br />RSGV VALVE, BOX & COVER (RESTRAINED) ( )
<br />UTILITY OWNED CUSTOMER OWNED RESTRAINED JOINT 2 REO'D.
<br />TO THIS POINT FROM THIS POINT
<br />MECHANICAL JOINT �
<br />,e.cOH Y 1s�vn1EDmwRa
<br />IAiFX THREADED EaASS ON aElttD COPPER PPING
<br />vw
<br />�
<br />NOTES:
<br />C.I.M.J x FLG. TAPPING VALVE
<br />uvarc�oi,aciro'
<br />__ _ ON
<br />NON RISING STEM CONCRETE ANCHOR PRIOR
<br />1s1A=wEO e.canrncra0 isOw�
<br />mac cxla urzam AsaYar swu DE nc - ASSmm. xnwns em�itt u�crtx.
<br />TO TAPPING
<br />3 ,Eauwm IF exuLOA avxE N YORE TwH 10 Aa raw wLw: a 1MN
<br />FLANGED JOIN TAPPING SLEEVE
<br />E—ER
<br />,evcaxmA —
<br />NOTE:
<br />____RE_ �
<br />B1
<br />5 AIL AHO,f lYOIM IDDOB r0 EE RNxiD IRD NL lHaRa\mD JDNR 10 EE RHSM4m wON HEDNAIG RDYEa CLNOS
<br />NOTES
<br />1. DUCTILE IRON M.J. TAPPING SLEEVES SHALL BE USED FOR PIPE,
<br />IYOL`E1X°''E"""" _ l
<br />NOTE:
<br />1r,AaB.mE°AO+nnsimSOFxR ro:wx
<br />1 T A5SETIBLY YUST BE WSGILED 11TH MINIIN HORIZONTAL ClEAEARX a 30' FREE FRou
<br />OBSTRUCT1Ox w Au GRECTD1a AND SHNL 6E A,.LTBSBE TO THE Cm AT ALL ..
<br />Au ExPoYD Bwa slid BE RAmm onu saEn BEE, 1 - -WR1— 3H'. a APPROVED — As PER —1 13
<br />T. TANPEP sw7a swu PP FszaO w ssDnY As PPR xEnA 13.
<br />ES T N
<br />WHEN MAKING A FULL DIAMETER TAP. WHERE THE TAP IS LESS THAN THE
<br />.
<br />roBa O.A s xssolwe
<br />2. THE 8'GItROW PRflSl11D11 ASSEMBLY SIWL � dl THE IPPM7.FD IRI OF FdNEY1gH FOR
<br />CROBR CgNECIDN cONTR01, u1MIB1Y a 50METN COEaEM cuRls,c m To
<br />e. REY.Cm RTEm1s artcla A55[YEIr SxAU BE USED ra xw HOArmoas ApAx Tax (YM Bmks OF wAm+l
<br />DIAMETER OF THE EXISTING MAIN, A STAINLESS STEEL SLEEVE MAY BE USED.
<br />:xix AVCOH�'OmreraDRBxcEn1 roReE,n COxmXRa
<br />I'RO.tOE N.ViliAL1URER8 CERRrI M m u.s.O. AppRO1IL
<br />aDH YMWY 1arROrRl1 CaAFH1tC a Ie'. FREE rR01, OBi1RL0Mx6 H ALL d2cRw5
<br />2. TAP SLEEVE TO BE ROMAC STAINLESS STEEL STYLE (SST) OR JCM 432 FOR A.0
<br />aROR, 1—FRIxsTAUATR3H
<br />3. GIWi0m5T OR PROXYRAE, ENCLOBURE — BE REOUNM OEP010D0 011 SEE CONDRIONB
<br />4. ALL EAPJSEO YETAWC THEADS Slaw BE CaTED xlnl RRUlVVM PANT.
<br />9 TIE ASSFLaY HFlSi BE MTA11ID
<br />1 B eAaaLaw RRLyt111aH ssEYNr vwc BE a+ nrz AsvaaEn Im a Fwamx ma CROSS morccm, edaRa
<br />OR PLASTIC PIPE.
<br />—KIE
<br />s DEVICE 51LNL NOT BE loam THAN THE N—T BPRVVLER HEAD. OTNERMSE USE A REDUCE PRESGWE ZONE ASSEMBLY
<br />ulrwnYn a saunoa rwreHm cONrwila TO mOV1a uvwArnvERS axlnunON a us.c APPLUVAL
<br />3. WHEN TAPPING INTO A FORCE MAIN, AFTER COMPLETION OF THE TAPPING
<br />wYmBSSwxwx= l lasuacaAlwvcB
<br />1 adULOA aREWxlax Assoaxs swu a ExTYa AssElam YauOwa spur a, wL3E As aEauaD e< use
<br />1. iaRDetax
<br />OPERATION, A PLUG VALVE SHALL BE INSTALLED AFTER THE TAPPING VALVE.
<br />roR caoss wMECnOx Cox1RaC slnxvms
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />PUBUC SERVICES DEPARTMENT
<br />CITY OF NORTH MIAMI BEACH
<br />PUBLIC SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />03/12/01 SPECIFICATIONS K.R.
<br />03/24/01 SPERIGTIONS KR
<br />10 /1s /m Aoua ,nun /arslaa ocu¢1v, Y� wx/rza
<br />DOUBLE DETECTOR
<br />TYPICAL TAPPING VALVE SETTING
<br />TYPICAL 1 1/2" & 2"
<br />PRESSURE VACUUM BREAKER
<br />m /r1 /a Ao,w s xayaPH® xaE 4na e P Av/a CHECK
<br />CHECK VALVE ASSEMBLY
<br />(16" AND SMALLER)
<br />SERVICE & METER INSTALLATION
<br />IRRIGATION SYSTEM ONLY
<br />Be/13 /a a em u0 n xm. o. eleex xnx
<br />Dote Revisions Appr. by Dale: Nov. 2000 1 Scale: N.T.S. Dwg: F310 nq: 264
<br />Dole Revisions APP,. by Dale: Nov. 2000 - Dwg: F122 I nq: 361
<br />Dole Revisions APP,. by Dole: Nov. 2000 - Dwg: F125 Fiq: 330
<br />Dole Revisions App,. by Dole: Nov. 2000 - Dwq: F124 Fig: 340
<br />A CORPORATION STOP SHALL BE INSTALLED WITH A
<br />LENGTH OF COPPER TUBING EXTENDING ABOVE THE
<br />GROUND. THE TUBING SHALL BE INSTALLED WITH A
<br />180' BEND AND A VALVE.
<br />CNMB PRIVATE PROPERTY
<br />12 _ 12
<br />_ vARIABLE _ PROP. ,•
<br />CLEAN -our
<br />3/4 - COPPER TUBING
<br />OR PVC PIPE, AS APPROVED
<br />/
<br />TEST COCI( (TV REDUCED PRESSURE ZONE BACKRON
<br />tAY1dtPOBT ro BE \ jRRMNTION AiSEYeLr (SEE sp1E �4) TO PROP. PROP. ,
<br />ELEV. SAN. SEWER
<br />/ BY O.E.S
<br />3/4 - va.vE v
<br />�._
<br />EYAY. BTER PPE
<br />KH. 10. "' w • 5' P PLAT (SEE
<br />(ELf4D Is E 6' SS N THRO MEP PLANS FOR
<br />e60DDDn a 6' La1c 11ED PROP. 4° P.V.C.
<br />sue (SEE roTE 5) \ I CONTINUATION)
<br />BRASS NIPPLE BRASS NIPPLE SAN. SEWER LATERAL
<br />D REa1RTD)
<br />- 30' MIN. _. n SLOPE 1/8° PER FOOT 9
<br />wEpP J
<br />-
<br />_
<br />-- — 'Del i
<br />B.
<br />la' To 30'. we
<br />_ 21' CLEARANCE F4eT1
<br />_
<br />?
<br />sOFaoPOT
<br />CdK Sue (SEE Ig1E,l) .1 W _-
<br />FINISHED
<br />_ i
<br />CRADE `v -
<br />3
<br />"'�il�\ \/ /1�\ \�ill� \�
<br />/.
<br />:-- •Ewa-. ..,: :: o• ^ >. ,
<br />µ �8. -
<br />_ (AS r[mm) _ _ 6 `PROP. 4 °x4 °x4° WYE 6
<br />-
<br />�w�l'PoR�1
<br />BEER .. ,n �i�Tn = BRASS OR :.,•. N 0 INV. EL.47.38
<br />_
<br />COPPER
<br />.
<br />PIPE a MHOS ONLY ... T EXIST. 4' SAN. SEWER
<br />,
<br />J'7
<br />THREADED BRASS OR
<br />WELDED COPPER 6' THE CONCRETE SLAB
<br />n
<br />WATER MAIN _I
<br />-
<br />PPE A FITTINGS ONLY 10 EXR7D 24' ON BOTH
<br />S06 A 12' 011 BpIH DDS -
<br />RUYBNG AS APPROVED By M OF 12'
<br />OR COUNTY PLUM
<br />3 3
<br />STAINLESS STEEL DOUBLE STRAP
<br />ar YrY w.rH rtac ��
<br />CORPORATION STOP
<br />SERVICE SADDLE
<br />YY w Icaum tvoa o. oDmYasRUm
<br />SANITARY SEWER LATERAL PROFILE
<br />e r< mom Y,x,x aw. x nwl®.Ix .1wmc nYn w1 avnas ww. Y uvm wN RAa CITY OF NORTH MIAMI BEACH SCALE: 1 " =20' HORIZ.
<br />1 " =2' VERT.
<br />SAMPLING POINTS SHALL BE LOCATED AND LATER
<br />PUBLIC SERVICES DEPARTMENT
<br />REMOVED AS REQUIRED BY MIAMI -DADE COUNTY HEALTH DEPARTMEM-
<br />Dale Revisions Approvetl by
<br />CORPORATION STOP SHALL BE REMOVED AND SADDLE PLUGGED
<br />06/04 J.C. K.R. TYPICAL 3/4" TO 2"
<br />WITH A BRASS FITTING.
<br />REDUCED PRESSURE BACKFLOW
<br />ASSEMBLY INSTALLATION
<br />Dole: June 2004 Dwq: F1 23A Rq: 125A
<br />CITY OF NORTH MIAMI BEACH
<br />PUBLIC SERVICES DEPARTMENT
<br />BACTERIOLOGICAL DETAIL
<br />Date Revisions App,. by Dole: July 2000 - Dwg: F106 Giq. 380
<br />B BENx YRAfA BeLOx
<br />A B CALL pll
<br />/ EEORE YOU TD
<br />www.YllwmNa.DOm
<br />FOR BIDDING PURPOSES ONLY
<br />-
<br />ENEY, P.E. �. S
<br />DESIGNED MJO Calvin, F. MCSWE SCALE SHEET:
<br />lAlwn, Giordano Associates, IOC. STATE OF FLORIDA OFESSIONAL ENGINEER TED
<br />DATE AUG 20+1 SUNNY ISLES BEACH FISHING PIER & � AS NO TIED
<br />__ E X C E P T I O N A L 10 L O T I O N 5 LICENSEND.47508
<br />CHECKED BA, WATER AND SEWER DETAILS PROJECT No /+Q
<br />2011 1BDDT�D- Si- 6DD,F.L.4.AEI,.RaHR ;3316 RESTAURANT 16601 COLLINS AVENUE -ln9 VJJ
<br />DATE AUG _ _tt
<br />% PURPOSE OF THIS SET
<br />ISSUEDFOR Pho 954.911.7791 fu 954.921.6807 SUNNY ISLES BEACH, FLORIDA
<br />DATE: AUGUST 29, 2012 BID SET',
<br />NO DATE REVISION BY
<br />NO DATE REVISION BY DATE AuG. eon • Certificate of Authorization 514
<br />
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