|
0
<br />U
<br />U
<br />Y
<br />3
<br />COT.aE-COLLAR
<br />FINISHED GRADE
<br />FOUNDRY #7615 VALVE BOX
<br />3'.3'x6" THICK CONCRETE SLAB OR SEE NOTE 3
<br />SIDEWALK FLAG. (SEE NOTE 1) -' - GATE VALVE
<br />(4) TRAFFIC POSTS
<br />SEE NOTES 1 AND 2 45' THRUST BLOCK/
<br />-- O -- - RESTAINED
<br />w-
<br />MEC
<br />H JOINT TEE
<br />S6 VARIES
<br />-- -
<br />EE 4
<br />m AS REG'D. _
<br />wersRMPrmvnu
<br />sr�e, oex,. s,°e"
<br />-
<br />eao,arsiDewAax
<br />µ aow,e,EOa:cxvel
<br />,
<br />FLOW
<br />°"Mf4A
<br />ANO EXTENSION (MDWASD #2)
<br />HYDRANT OPERATING PUMPER NOZZLE
<br />g �o
<br />�
<br />FOR FIRE HYDRANT, FIRE LINE AND
<br />NUT FACING ACCESS
<br />LICENSE No. 47506
<br />WATER AND SEWER DETAILS
<br />PLAN awca^a
<br />`wAPmoveo
<br />o r DOMESTIC SERVICE TO 6" US
<br />,ol
<br />-
<br />R/W CONC VALVE
<br />a,
<br />oust
<br />1 FOUNDRY 17630 VALVE BOX
<br />,` BOX PAD
<br />xAVmACrwva srAw.n,s
<br />carmicaam
<br />(MDWSAD 3) FOR ALL OTHER
<br />`z
<br />y
<br />VALVE APPLICATIONS.
<br />- t,.
<br />HOSE NOZZLE CAST IRON
<br />P0.91v�31pa°j iO
<br />p�:00o ww
<br />„',
<br />RESILIENT SEAT
<br />- -C -900 PVC RISER PIPE (LENGTH VARIES)
<br />- VALVE BOX
<br />_ _ _ _ a �\�;
<br />c.o, ca rmP,rsorr mere
<br />m.wr nlr r>ve+ro
<br />NGi
<br />nwumercmoPxstm ...
<br />M.J. GATE VALVE USE 6' PVC RISER WITH 2 VALVE BOX
<br />/
<br />Ym \ \ \ \ \ \ \ \ \��
<br />COMPACTED r ii\
<br />M J HYDRANT
<br />po,x�np ePU=Td.T
<br />a
<br />c..us�,s�roar�ox,rwnoa,
<br />USE 10" PVC RISER WITH #3 VALVE BOX
<br />MAIN (RESTRAIN PER FlG: 240
<br />BACKFILL� \ i \ � ^ \�\!�`C \`,�
<br />ANCHORING TEE
<br />6° PIPE (MIN) - (RESTRAINED)
<br />capowrwxsrep roreewPUPR maPu
<br />noonnaegovsoewuaexsxcwcAr + cASwcroes vwv
<br />"AO1"'a're'H're'x usR ,DSwAUa
<br />_
<br />(SEE NOTE 5) - ' .'..,
<br />a.em rAProes ,,croon, maxwarex °roR�sPmr.Ema
<br />rwxs caaAVOwKfa asrw,Nf°xe�roee
<br />n. roRZSmwcs
<br />ausva ro mPxo FrePVOxa
<br />�
<br />x + To
<br />-, .,m
<br />rwvesswaew.srwxus
<br />�ax R I �
<br />'ISTN
<br />, r< Rr
<br />UNDISTURBED ,: r�,T a:
<br />murex
<br />.ranrs....'re.
<br />SECTION
<br />SOIL
<br />a nvc wArsRawrs
<br />-12" MIN
<br />NO1Ei1
<br />6" BEDDING ROCK
<br />6" BEDDING ROCK TRAIN TNT
<br />NOTE:
<br />=
<br />oareror,grai
<br />M J ANCHORING COUPUNG�
<br />coRPaurnx
<br />MO""r`o�ire
<br />mom
<br />wv °emawran
<br />6" RESILIENT SEAT GATE
<br />(SEE NOTE 3) VALVE (SEE FIG 115)
<br />_ 1e « "y
<br />mvmeRrwei�r
<br />eo. wss,NeCar
<br />,e.mmRmc *am
<br />ea.rew
<br />sr a..«w ,
<br />NOTES:
<br />NGIEB
<br />I.11MRAR GUARDS TO BE 4' DMIETER GALVANIZED SIM PIPE FILLED WITH CONCRETE
<br />xePpPrnra
<br />wrweoe. xMe, tore
<br />I. WHEN VALVE IS NOT LOCATED IN PAVEMENT, PLACE A WHITE PAVEMENT
<br />AND To BE %ACED AT LOCATION AS REOUESTED BY THE Cm.
<br />uxPVmxaocAmscrnrenvapAOR,e
<br />+�;;� + Ia.mxrncmRl r,hwx mwmxrw,cm,
<br />REFLECTOR MARKER IN THE DRIVE LANE, ADJACENT TO THE VALVE.
<br />2. oMn REAR GUARDS w LOCATION WHERE SIDEWALKS EMST.
<br />3. HYMM AND POSTS TO BE PANTED OSHA SAFETY YELLOW PER DADE Cry. FIRE DEPT. SPECS
<br />AE1R111C °`rsoTOR i"eE
<br />rsurv,POercmacxx,el
<br />2. USE U.S. FOUNDRY X7630 VALVE BOX AND EXTENSION (MDWASD /3)
<br />IN AX)RDN THE WEATINER COVER TO BE PANTED OSHA SUM BLUE.
<br />FOR ALL OTHER VALVE APPLICATIONS.
<br />4. USE APPROVE EOU JOINT RETAINER GLAND 0..Y MODEL No. Floss, MEGA-LUGS OR
<br />A>PROYED EWAL .
<br />NOTE:
<br />3. FOR USE ON 2 -INCH THROUGH 10 -INCH PIPELINES.
<br />5. HYDRANT SETBACK SHALL BE SET TO A DISTANCE OF 7 -FI MAXMUM AND 4 -17 MINIMUM
<br />FROM THE EDGE OF PAVEMENT OR CONFORM TO D.O.T. REGUIREMENTS WHERE APPLICABLE.
<br />"^mn°1xm "e°x v^rP"
<br />4. RESILIENT SEAT AND OTHER RUBBER TYPE PARTS SHALL BE FORMED
<br />6. SERVICE ONES FOR FIRE HYDRANTS TO BE SIZED TO ALLOW A MINIMUM OF 20 PSI
<br />exarmsrona mw�meeaamunrxc
<br />OF A SYNTHETIC ELASTOMER WHICH IS CORROSION AND CHLORAMINE
<br />RESDUAL PRESSURE AT ME HYDRANT UNDER FIRE ROW CONDIIIONIS.
<br />RESISTANT.
<br />7. TWO BLUE REFLECTIVE PAVEMENT MARKERS FOR IDENTIFICATION OF THE HYDRANT AND ITS
<br />.. excwrD.Gmrere ROao.Mxacom, °
<br />j, OPERATOR EXTENSION SHAFT SHALL BE PROVIDED WHEN OPERATING
<br />VALVE LOCATION SHAL BE INSTALLED ON THE CENTER OF THE AAACENT PAVED DRIVE
<br />LANE TO THE HYDRANT; MARKERS SHALL BE SPACED I -FT APART, PERPENDICULAR TO THE
<br />NUT IS MORE THAN 48" BELOW TOP OF VALVE BOX.
<br />Ram CENTERUNE.
<br />8, NO GIMROPOST ALLOWED IN DOT RIGHTS -OF -WAY.
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />PUBLIC SERVICES DEPARTMENT
<br />SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />6/05 ADD NEW NOTE �3 /V. N.R.
<br />#3/A.V.
<br />09/22/09/209/22/04
<br />// SPECIFICATIONS K.R.
<br />/13 /O{ SPECIFICATIONS V. /K.R.
<br />M A
<br />09/22/04 SPECIFiCAT10N8 J.C. /K.R. TYPICAL & 1"
<br />GATE VALVE AND BOX DETAIL
<br />FIRE HYDRANT ASSEMBLY DETAIL
<br />TYPICAL WATER SERVICE CONNECTION
<br />SERVICE & METER TER I NSTALLATION
<br />Dole Revisions Appr. by Dote: July 2000 FRL:N Deg: F115 Fig: 305
<br />Dote Revisions Appr. DY Dale: Nov. 2000 - Deg: F103 fig: 335
<br />Dale Revisions Appr. by Dale: Juty 2000 - Dwg: F119A rug: 350
<br />Dale Revisions Appr. by Dale: Haw. 2000 - Deg: F121
<br />GENERAL NOTES & SPECIFICATIONS FOR WATER MAIN INSTALLATIONS
<br />..
<br />1. All material. and construction under this project 11. Ths contractor shall be reapo,albl. far v Hyl,g all
<br />shall be m *f Tct accord,,,, with the requlremnt. of I «anon., Diane, aIon s, el•vanon. and the Ios.lo.. of all
<br />REQUIREMENTS PER DEPARTMENT OF HEALTH
<br />BOTTOM OF ROADWAY BASE REFER TO PAVEMENT
<br />the City of North Miami Beach Engineering Department underground structures and HIIv,, prior to the start of
<br />OR EXISTING GROUND RESTORATION DETAIL
<br />CITY'OF NORTH MIAN7I BEACN PUBLIC SERVICES
<br />(NMB) and/or Code County Public Works Deportment construction. The Ioc,,[an. shown on the plans not
<br />WATER MAIN HORIZONTAL SEPERATONS
<br />'AS BUILT STANDARDS'
<br />FOR WATER AND SEWER PROJECTS
<br />(DCPWD) and / the Florida Department of guaranteed accurate or ..-of by the known utility
<br />Transportation FDOT and *hall conform to the companies.
<br />po ( )
<br />I. Separation shall be m ured outside edge to
<br />measured
<br />/�� o
<br />\\ c �.o \ \ /��\/�`
<br />,to ndordo and specification, avoll,ble ,ntl on Dle with
<br />12, Thrust blocks shall be at all bonds, lees.
<br />outside edge.
<br />/
<br />% ° \
<br />\�
<br />PI Ilne:
<br />pe
<br />the doparfmant. As a minimum qulramenU the provldod
<br />and plugs In ...orlon,, with NMB standard details.
<br />�\ o o
<br />1. Showua,ion nun,b[r every 100 reel °^plan aM profile indiw,ing srl,e «pipe begins amt ends -On plv, , anox dxne,ssion ofstrset from RW,°
<br />alandarda o/ the AWWA shall aPP1Y-
<br />13. All n w Offing, at re..Hon points shall be flHed
<br />2. Minimum be 3' -D'
<br />2. Between water main, and, alarm ..wen .torte note,
<br />force mains, or roelolmed wafer lines. SHALL be 3 H.
<br />j\
<br />- SUITABLE BACKFlLL PLACED AND
<br />COMPACTED TO AT LEAST 98% OF
<br />WB'vvith Crnterline. Show oRan dimension Tmm,nc,f the abore,o piµlinz al each trio,. ralvo a,b lning.
<br />c er o. wafer main, shall megc g 9 avprove aqua
<br />ante., .p,,Ifl, wrlffen ee..ptlon la Issued or required with lu retainer lands o d I,
<br />meeting NMB requirements. All valves ,r. to be
<br />minimum.
<br />MAXIMUM DENSITY, 6' MAXIMUM
<br />ana
<br />2. on prone, Nww devmfnanwmr ma, ^ana xwa rlrcc mammmen lMFrolt, Mran. A, earn valvcma fO&EI-
<br />by an authorized representative of NMB. roalrolned with ralam.r gmnds'
<br />3. Between water mains and v uum type s
<br />10 ff. least 3 ft.
<br />SIZE, 9° LIFTS, PER AASHTO SPEC.
<br />11- mD,rn.rr
<br />elewsion.irclude sewer manhole rim and invxn eicw,ions.loteml imxn cicwrion a, rtes, -o,n. Finished Gmde Elevations,ofa marked
<br />3. Detector t, shall be Installed 18' above the Pipe i. flushing, lasting,
<br />preferably and at minlmumWef
<br />NO. T -180.
<br />a, every INf ,action.
<br />atsllper cleaning, and
<br />,for
<br />cenlBHlne of w,lar mains and sonless. tllalnl•ciing, as per NMB and Stale of Florida
<br />wee
<br />1. Gravity or pressure aanllary se wastewater force
<br />J. Indica,[irpiµ is in priw,e proµny l,r.ting butt -lint surezy linseed leng,h.nd sviJ, h nfeaxmemrmm RM'line. Alan indiw,c cowmen, rnr
<br />i, in
<br />Department of Health and Rehabilitative Services
<br />4. All water main line valves shall be Installed
<br />mains or racial �ad worse preferably l0 /1. antl al µoast
<br />6 /l. MAY be ducod l0 3 ft. Where bottom of ter
<br />undcelines, Rrc hyJ,.,
<br />Slandarda for the installation of water mains by
<br />complete with 10' rfaer pipes and No. 3 valve boas. customer donation projects.
<br />main Is of teaal 6 Inches above lop of sewer.
<br />°
<br />a. I,Mica,e manuroc,urer, size. material,, f'oinC loss of all Iled. Also indica,[maxdal of an eaivin tin
<br />ypea J presauree pipe inn y gpipc tonne[ g,o
<br />n hydrants and .ervlee valves^ shall be -We
<br />complete Ilh 6' doer pipes d No. 2 Ave boxes. 15. Preliminary 1...1. of all water mains 12' and
<br />n w
<br />5. Off. of any part of o -aNe a• er treatment or
<br />- c °
<br />SELECT L PLACED AND
<br />�. Shox qµ orjuimn v >,.IIN m, piµ. ralvw ur OUing, nimrc appmpria«Ia,rv>, -0IwAa.rcmi,rc, glands. rn,minNjein, pipe. na,t
<br />°
<br />larger to be [a c mplished by use of o poly -vig Per
<br />to 2' be Installed by
<br />dlapoaal ,y,tem.
<br />< COMPACTED TO AT LEAST 90% OF
<br />ED TO
<br />Also i,diaau lcngh of rcumint of pipe tram rhea calves or ROinps
<br />5. All noise metaro up will NMB alandarda.
<br />department pen,nnel provlding the appropriate hurtles
<br />a MAXIMUM DENSITY, 2' MAXIMUM
<br />InduJe lowliona by dinxrvi,ns l'ron'
<br />have been pre -pald. Provlalon of srvlce pipes, 16. The Contractor Is responsible for the coal of
<br />WATER MAIN VERTICAL SEPARATIONS
<br />SIZE, 6" LIFTS, PER AASHTO SPEC.
<br />6. Indicateduel,[clan and nc,edal urallunicehµsimluding s,a,ion numbers and elcwtio,v. me,er
<br />baekflow proventers, valve. and mater or pits will be in Inspections fur any eo,,fr,cfl,n ,ellvltlas occurring
<br />N0. T -180.
<br />crnmrline ofpipe. wales, ac,lo nmer -line ofmda.
<br />ee ,d.n,. with eonalru.ft. plan. and ap.111call.ns outside n anal working hours (8:00 am. to 5:00 p.m.)
<br />approved by NMB. S,lurtlaya and Sunday. and holidays exclueed one
<br />1• Separation, between wafer mains, and gravity sewer.
<br />fYPo storm a a, to be preferably
<br />Velres:
<br />arrangements for Inapeeliona outside al w eking
<br />, a
<br />Inches, r al 11,11 6 Inch.aeab.- r f loci 12
<br />6. Fire hydrant roqulrement, (number and I... Ran) hours must made , minimum 48 houraoln
<br />Inches if below.
<br />In
<br />2E
<br />1 's,ica,c siz, qy,c lgaro. buucrily. cheek, plug euJ of valves. All rolvesa «ro be lomlcd.11, dimemiow from., 1-1 Two µmoue,, cf-TO,
<br />pace. Inds—sehieh side abunemy e.I a meopemfmi, nm„ tastes.
<br />shall be as required by the Dade County Fire advance of the construction , Wlty.
<br />Department or the appropriate fire agency nun
<br />Inalallallon. In NMB
<br />2 Pr s"m aanllary s ool...is, or storm water
<br />awe w
<br />rwater.
<br />� � BEDDING MATERIAL. SEE NOTE N0. 2
<br />\(
<br />2. Includcenlargememdecilaru. let" - lo' fw.Ilv.Ive[Iu.e sdmmeubackOm- -blies
<br />°.cord,,,, with standard,. 17. All trenches to be over- s.cavatad a minimum of
<br />IdW for Installation f rock bedding In
<br />g
<br />sin. reelalmed of least 12 Inch,,
<br />\
<br />\/
<br />Drov
<br />P•• c dance Ifh NMB Standard..
<br />]. Contractor MUST call the NMB In. Ilan DIA.I.. uc oe
<br />or
<br />above
<br />FOUNDATION REQUIRED IN UNSTABLE
<br />Gib-
<br />and all other applicable Penn, lnp ,gentles to ,ma ge
<br />for o Pre- Co- Iruallo. Meeting al Ieas1 72 hours prior Surface
<br />• Note: Center 1 - full length of water main pipe of
<br />SOILS. SEE NOTE N0. 4
<br />I Pl.ns should be orHe same lamas, as od,inal appeared plans, in 2J "a 36" slxmonly,nddonein.AU CAD. h.ludeaddrcss.nameofp jen
<br />18. restoration, p -ement replacement,
<br />to proposed start of eo..In t m. .W.-II, replacement, trench baekfllling and compaction
<br />cros,ings, alt,m,il,,Iy arrange pipes so joints m of
<br />or
<br />least 3 feel from joints In va uum storm o storm
<br />/
<br />and she,, number in Title clack ofrach Shea.
<br />8. NMB I will Ina t ,II fae111Hes d by shall comply with the °ppil..bl. currant NMB, DCPWD
<br />n FOOT Standard..
<br />force main,. At least 6 feet from joints In of
<br />PIPE O.D. PLUS 24 INCHES
<br />the Engineering Department All other requirements of and and
<br />pressure sewers, wosfewafer force mains or reelalmed
<br />2 nice,rn.ecungax, oraeug ^amav,ngna renc[,.AS -bmb mr m ran. ASign i..fnw,i,n is mbccrascd and «pUeed with AS -boil, infonvtio,
<br />the lnln ,hDI be 1n accordance with theo-
<br />perm g agency 19. All gale valves to be realllsnl asst per
<br />water.
<br />TRENCH WIDTH
<br />3. Sims. locationofall u„derground and oboes growxl faciliras within IOfcm o fcem...Iftc.fpipconplonandpmnle. LD.G.s,FPL, TVmer,
<br />standards and requirements. AWWA -0509.
<br />NOTES ' MANHOLES, FOR APPURTENANCES, OR IN WATER,
<br />1 EXCAVATION AND BACKFILL AROUND
<br />6ena.T[Icpnone.ac.and[A[I, baxim. sidessvlks, manholes. milt, plln.ae,in[IMding,Arlon numbers and ekw,ians.
<br />9, Work performed under this project will not be 20. Where field .°.dill°.. require, as determined by
<br />WITHIN THEE SPECIFICCATIONS
<br />ymi y p gsm,ion uum gMmion uum
<br />4.W nr:u sw,zr,r uxxr line muses on li, line. indicAe on ton lincludin heel end on pmfile lin[ludin ben and
<br />...iderod , complete ,,,fit final acceptance of the ',M B, the war main shall be polyethylene encased In
<br />ayelem by the department and 111 the following
<br />TRENCH PROTECTION
<br />clewti.ns ore,enl.
<br />rdan,. with AWWA -CIO5.
<br />document. one re .sWed and approved by NMB:
<br />Trench e.eavallon protection .hell be ,... mpli,hed o s
<br />2. UNLESS OTHERWISE SPECIFIED. BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL
<br />MATERIAL 2" TAO%. SIZE. OR WASHED AND GRADED UMEROCK (3/8' - 7/8'). COMPACTED
<br />"AS- Ouils "amwing is for
<br />Th, ... Ibis r,,Tding
<br />rLaHer �falll be
<br />required by the provislons of Part 1926. Subpar) P.
<br />TO AT LEAST 90% OF MAX. DENSITY, 6' LIFTS, PER AASMO SPEC. NO. T -180.
<br />S. Nhen bath Rata arN swm linesarc immilea. ascpamu sit or Mytar rcgaircd eon
<br />• Eaaemenls, If squired (whether by dead or plat NMB HRS meet to
<br />Teaching and Shoring of the Oea<�upallanal
<br />fi TVhen w.nran,Var usver line arc insmlld in pdva,e pmpeny.mmll sire plan of pmpenF i >rcyuircJ slmsving <m,Ogum,ion atoll pipeline,
<br />aultabl r corded Drinking Water Facility Into Service. The Engineer ineer of
<br />y ° ) s ty g
<br />•Contractor's oalvsr and Release of Uan record hall p`ovide NMB with a sl9nee and aa°Ied
<br />Safety sons,
<br />Safety d Health Adminisir,Non* Standard, d
<br />Intarprel°tlons.
<br />3. WHERE IF REQUIRED. SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH
<br />SPECIFICATION.
<br />svi,hin eaumen, s. indi<minp progeny line suncy ana machlinn wi,h <orteslwnding Age numbcrs,ec.
<br />• Absolute Bill / Sole praaaure teal purl difying pro.... teat rosulis.
<br />, Contractor's Letter of Warranty 0I Letter Agreement)
<br />4 WHERE UNSTABLE SOILS ARE ENCOUNTERED. INCLUDING PEAT, MACK OR OTHER ORGANIC
<br />7. Provide aualucauun ske,eh Unap).lepal Jacdp,im, ufthe propenymbeurveJ. mxl scope ofpjcs, mbulaion i.e. (imclla,ion oT(vxI L.F. of
<br />• C°ntmetor's^Maµnt•nonce Bond (for I years
<br />O�UIR AT
<br />8 "D.I.P svakr main: IxxIFH. azumblies: 1..12 "domes,ic unites; (c.I l' /;'i,dgation xrvitt;e,c.
<br />• A, -Bull) 3 1 ylar 24' 36' showing p..Ifl.
<br />90RSOF IANX. DENSITY. 6CUFTS PER AAASIHO SPEC. -180. FPOUNDATION MATERIAL
<br />locations, depth,. 1,. of all water faellifie as I...led
<br />SHALL BE SELECT BACKFlLL MATERIAL, 2' MAXIMUM SRE, 6- URS. EXTEND EXCAVATION
<br />e. ^AS- Quill "Jmning to be the same wale as µemit,kasving (Plan - tin. =2OR; Profile - tin. =20n. (hodelaml tin =2l.Iven.l
<br />by licensed ayor, long with two (2) prints of the
<br />UNTIL A SUITABLE MATERIAL IS FOUND.
<br />"e.- Bully h,or been signed and aeaµsd ^y ,
<br />9. Fur largaP lees,xi,hm.re than one plan anJ pmfile page.pmvide menll plw ar key m. pin. Role 1ppmpria,z m.slmvv emiro pmjmnFine
<br />(Ilshee,.Ma,eb tires mxl shre, ,aches auplamprolile shvch, uhinJica,[ J in larye 1yµ a, appropriate lu[axons on a>nall plan she,,. Seale
<br />may be smalls than 1:30 for His pMn re lr30. I:s0. 1:3Ot
<br />u y
<br />registered s yor Engineer 7 ree d a d a dorsed
<br />by the Contractor In accordance Ilh NMB Slandarda.
<br />5.IN A LOW PRESSURE SEWER SYSTEM USE SAND OR 14 RICE ROCK FOR SELECT BEDIIII NG
<br />AND 12' SELECT BACKFILL MATERIAL AS SHOWN ABOVE. MINIMUM 36' OF COVER.
<br />connection, from NMB mains to
<br />10. All new ll
<br />IU. Tlx fallowing s,a,emen, isre uireJ,u D<includ<J anJ si meJ on':ha- Dulls "drawing:
<br />or 1, b
<br />by NM far
<br />be Inspected by NMB forces poor to baekfll. CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />CITY OF NORTH MIAMI BEACH
<br />The lnflrma,IOn shorn hereon Ras e111eeled by represenmlivn of lM1is corµr•don Burin Ian,T lhh proje<I and 1, He besl,T
<br />PUBLIC SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />PUBLIC SERVICES DEPARTMENT
<br />n kamdeage.na M1euen, [ampler,, r.ae.na rare[[,.
<br />09/04 K.R.
<br />By;
<br />POTABLE WATER MAINS
<br />POTABLE WATER MAINS
<br />TYPICAL TRENCH BACKFILL
<br />Nnme nrcamroaar arsarwyar
<br />GENERAL NOTES
<br />GENERAL NOTES
<br />Seat
<br />Amh.dOcd rcpr,srnauv« RvvisN- lvnao0
<br />Dote: Jul 2000 Seale: N.T.S. Ow F101b Fig: 300
<br />Dole Revisions App,. by Y 9� 9:
<br />ole: Jul 2000 Scale: N.T.S. Dw F101< Fi 300A
<br />Oct. Oote Revisions ADD, by Y 9: 9:
<br />Reviains APPr. by Dole: Nov. 2000 � Fi9: 250
<br />-
<br />FOR BIDDING PURPOSES ONLY
<br />I
<br />Fig: 360
<br />R nox xeAyAL eehox
<br />/ BeP"I'M1UM1DIG
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<br />DE81C>NED MJO
<br />DATE AUG. 2011
<br />Calvin, Giordano & Associates, Inc.
<br />SUNNY ISLES BEACH FISHING PIER &
<br />ROBERTF, M.SWEENEY, P.E.
<br />STATE OF FLORIDA PROFESSIONAL ENGINEER
<br />SCALE SHEET:
<br />N.T.S.
<br />- -
<br />E % C E P T 1 0 N A L S 0 L U T 10 N S
<br />COLLINS AVENUE
<br />LICENSE No. 47506
<br />WATER AND SEWER DETAILS
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<br />PRO�`�"° `'Z
<br />-
<br />;
<br />IIIO 954me.7781 Fen Ib921,886
<br />%,ae: 859.921.7781 fv. 854.921.8801
<br />RESTAURANT 16501
<br />_ 11- 4179.
<br />' '=ED FOR
<br />SUNNY ISLES BEACH, FLORIDA
<br />IS
<br />�E�BID
<br />-- - ____RE - -
<br />- NO DATE VISION _ -BY NO DATE -_ - -By
<br />„',
<br />x Certificate of Authorization 514
<br />DATE: AUGUST 29, 2012
<br />SET
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