02660 (33 11 00) Water Distribution System

8/16/2019 02660 (33 11 00) Water Distribution System

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The School District of Palm Beach County

Project Name:

SDPBC Project No.:

SECTION 020 !"" ## 00$

%&TE' DIST'IB(TION S)STE*

P&'T # +ENE'&,

#.# SCOPE

&. The Contractor shall furnish all la-or e/uiment an1 materials an1 erform all oerations

necessary to construct a comlete functionin 3ater 1istri-ution system.

B. &ll materials an1 3or4 erforme1 shall -e in accor1ance 3ith lans secifications alica-le

co1es an1 stan1ar1s an1 of first5class 3or4manshi.

#.2 S&6ET) P'O7ISIONS

&. It shall -e the resonsi-ility of the Contractor to rotect ersons from injury an1 to a8oi1

roerty 1amae.

B. Contractor shall ro8i1e an1 maintain a1e/uate -arrica1es construction sins torches re1

lanterns an1 uar1s 1urin the roress of the construction 3or4 an1 until it is safe for traffic to

1ri8e o8er the trenches in the roa13ay.C. Contractor shall erform all construction in a safe manner secifically the rules an1

reulations of the Occuational Safety an1 9ealth &1ministration !OS9&$ an1 the *anual of

(niform Traffic Control De8ices !*(TCD$.

#." REFERENCES

&. Palm Beach County *inimum Enineerin an1 Construction Stan1ar1s.B. 6lori1a Buil1in Co1es.

C. 6lori1a 6ire Pre8ention Co1e.

D. *anual of (niform Traffic Control De8ices !*(TCD$

E. N6P& 2

6. &ST* B2 Stan1ar1 Secification for Comosition Bron;e or Ounce *etal Castins+. &ST* B00 &%%& Stan1ar1 for *etal5Seate1 +ate 7al8es for %ater Suly Ser8ice 5

International 'estrictions

O. &NSI&%%& C00 Stan1ar1 for Installation of Ductile5Iron %ater *ains an1 their

&urtances 5 International 'estrictions

P. &NSI&%%& C># Disinfectin %ater *ains 5 International 'estrictions

. &NSI&%%& C


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'. &NSI&%%& C?00 Poly8inyl Chlori1e !P7C$ Pressure Pie in. throuh #2 in. for %ater

Distri-ution 5 International 'estrictions

#. EFISTIN+ (TI,ITIES

&. Contractor shall ro8i1e necessary temorary suort a1e/uate rotection an1 maintenance ofall un1erroun1 an1 surface utility structures 1rains se3ers an1 other o-structions

encountere1 in the roress of the 3or4 at his o3n e=ense.

B. %here e=istin utility structures such as con1uits 1ucts ie -ranch connections to main

se3ers or main 1rains o-struct the ra1e or alinment of the ie the Contractor shall ermanently suort relocate remo8e or reconstruct the e=istin structure 3ith the

cooeration of the their o3ners.

#. Do not 1e8iate from the re/uire1 line or ra1e e=cet as 1irecte1 in 3ritin -y the

&rchitect.

C. The Contractor shall o-tain a Sunshine State One Call Center !## Plantation 'oa1 De-ary 6,

"2A#"G Telehone #5


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B. Sur8ey Data: &ll ele8ations on the lans or reference1 in the secifications are -ase1 on

National +eo1etic 7ertical Datum of #?2? !N+7D$.

C. Porta-le 3ater shall comly 3ith the Palm Beach County *inimum Enineerin an1

Construction Stan1ar1s %ater an1 Se3er SystemsJ an1or the construction stan1ar1s of any

municiality ha8in juris1iction.

D. Su-mit the 6lori1a Deartment of En8ironmental Protection Domestic %ater Permit.

#.A 'E,&TED DOC(*ENTS

&. The ro8isions of the +eneral Con1itions Sulementary Con1itions an1 the Sections

inclu1e1 un1er Di8ision # +eneral 'e/uirements are inclu1e1 as art of this section.

B. Section 02200 K Earth3or4.

P&'T 2 P'OD(CTS

2.# PIPE

&. O665SITE#. 6or 3ater main construction 3ithin the u-lic riht5of53ay an1 utility easements refer to

city county or state utility stan1ar1s an1 secifications for 3ater main construction 3ithin

their riht5of53ay.

B. ON5SITE

#. The 3ater main shall -e either oly8inyl chlori1e !P7C$ ie or 1uctile iron ie !DIP$

an1 shall ha8e ush on ru--er as4et joints.

2. Pressure ie !H an1 larer$ P7C ie shall -e ressure ie 3ith iron o.1. class #>0 !SD'

#. *iscellaneous: LH threa1e1 tie5ro1s shall -e ca1mium late1 an1 ainte1 3ith a coal tar

-ase aint follo3in installation.

2.2 6ITTIN+S

&. 6ittins for 1uctile iron an1 P7C ies !H an1 larer$ shall ha8e a ressure ratin of 2>0 siG

use mechanical joints an1 conform to the latest re8ision of &NSI&%%& C##0.

B. *echanical joint fittins shall conform to the latest re8ision of &NSI&%%& C##0.

C. 6lane1 fittins shall conform to &NSI Secifications for Class #2>.

D. Brass fittins shall conform to &NSI&%%& C0 si

an1 conformin to &NSI&%%& C##0.

2." 7&,7ES

&. +ate 8al8es 2MH or less in si;e shall -e stan1ar1 #2> oun1 non5risin stem -ron;e 1ou-le5

1isc scre3e1 tye e/uie1 3ith han1 3heel.

&rchitects Project Num-er 02>


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B. +ate 8al8es o8er 2MH shall -e resilient seat ate 8al8es 3ith iron -o1y non5risin stem fully

coate1 1isc 3ith ru--er seat rin manufacture1 in accor1ance 3ith &NSI&%%& C>00.

2. 7&,7E BOFES

&. 7al8e -o=es shall -e of stan1ar1 e=tension 1esin manufacture1 3ith to co8er mar4e1 3ater.JB. The to section shall -e a1justa-le for ele8ation an1 shall -e set to allo3 e/ual mo8ement a-o8e

an1 -elo3 ra1e.

C. Pro8i1e 8al8e -o= aroriate in si;e for the re/uire1 8al8e.

D. Center the -ase of 8al8e -o= o8er the 8al8e an1 rest firmly on comacte1 -ac4fill an1 the entire

assem-ly shall -e lum-.

E. 7al8e -o=es shall -e li4e 6iure 95#0" as manufacture1 -y *ueller Comany or an

aro8e1 e/ual.

2.> 9)D'&NTS

&. 9y1rants shall ha8e a minimum H mechanical joint -ase ie connection >H main 8al8e

oenin t3o 2MH hose no;;les an1 one MH umer no;;le.#. Threa1s shall -e National Stan1ar1.

2. 9y1rants shall -e cast iron -o1y fully -ron;e mounte1 suita-le for a 3or4in ressure of

#>0 oun1s an1 shall -e in accor1ance 3ith the latest secification of the &NSI&%%&.

". They shall -e of the O5rin seal tye.

. Oeration nut shall oen counter5cloc43ise an1 -e of the entaonal shae measurin #MH

from oint to oosite flat.

B. Pro8i1e hy1rants 3ith a -rea4a3ay feature that -rea4s cleanly uon imact.

#. This shall consist of a t3o5art -rea4a-le safety flane 3ith a -rea4a-le stem coulin.

2. The uer an1 lo3er -arrels shall -e flute1 an1 ri--e1 a-o8e an1 -elo3 the safety flane

or ha8e an e=tra strenth lo3er -arrel.

C. Paint hy1rants 3ith one coat of ;inc chromate rimer an1 t3o finish coats of an aro8e1 aint

of &rchitect aro8e1 color.#. 9y1rants shall -e Num-er &52" Traffic tye as manufacture1 -y *ueller Comany or

an aro8e1 e/ual.

2. SE'7ICE CONNECTION &ND *ETE'

&. The Contractor shall install or ha8e the City install 3ater meters comlete 3ith 1ual -ac4flo3

re8enter 8al8es an1 meter 8ault at the locations sho3n on the 1ra3ins an1 in accor1ance

3ith the secifications as sho3n on the 1ra3ins.

B. Contractor shall su-mit sho 1ra3ins for meter 8al8es an1 -ac4flo3 re8enter.

C. Contractor is resonsi-le for all costs associate1 3ith ro8i1in an1 installin 3ater meters

8aults -ac4flo3 re8enters 8al8es an1 connections in accor1ance 3ith the alica-le local

utility or Palm Beach County Stan1ar1s.

2.A SE'7ICE *ETE'S !"H *a=imum$

&. Ser8ice 3ater meters shall -e of the rotatin 1isc -ron;e slit case housin tye.B. The meter shall -e of the straiht rea1in tye recor1in flo3 in allons an1 shall -e of the

seale1 reister tye.

C. *eters shall conform to alica-le secifications of &NSI&%%& an1 shall -e as manufacture1

-y Netune *eter Comany or an aro8e1 e/ual.



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2.< *ETE' BOFES

&. *eter -o=es shall -e recast concrete 3ith a t3o5iece reinforce1 concrete co8er inclu1in a

roun1 concrete rea1in li1. &ll meter -o=es must also meet local utility comany re/uirements.

#. *eter -o=es for H or LH meters shall -e *o1el "' as manufacture1 -y Broo4sPro1ucts Inc.

2. *eter -o=es for larer meters shall -e of suita-le si;e for the enclose1 meter.

B. Contractor shall su-mit sho 1ra3ins for meter -o=es larer than LH.

2.? B&C6,O% P'E7ENTE'S

&. Bac4flo3 re8enters shall conform to &%%& Stan1ar1 C>0 an1 shall -e of the Hre1uce1

ressure rincile tyeH.#. The -ac4flo3 re8enter shall -e ro8i1e1 as an assem-ly from one manufacturer. The

assem-ly shall inclu1e t3o isolation 8al8es t3o chec4 8al8es an1 all other fittins or

accessories nee1e1 to satisfy reference1 1esin stan1ar1s.

B. Paint -ac4flo3 re8enters 3ith one coat of ;inc chromate rimer an1 t3o finish coats of anaro8e1 aint of &rchitect aro8e1 color.

C. Pro8i1e chain an1 a1loc4 then chain an1 loc4 8al8es on all -ac4flo3 re8enters toether.

2.#0 P'ESS('E +&+ES

&. Pressure +aes: Pressure aes for line ressure measurement shall conform to 6e1eral

Secifications ++5+5A Class # Style & Tye # "MH 1iameter 3ith henolic case or as

in1icate1 on the 1ra3ins.

2.## C9EC 7&,7ES

&. Chec4 8al8es shall -e &%%& stan1ar1 for #A>5si 3or4in ressure s3in tye iron -o1y or -ron;e mounte1 leather face1 1isc suita-le for 8ertical or hori;ontal osition.

B. 7al8es shall -e *ueller 6iure &5200 or aro8e1 e/ual.C. %here 1esinate1 on the lans chec4 8al8es shall -e srin loa1e1 1ou-le half 1isc 3afer

chec4 8al8e manufacture1 -y T'% *ission or aro8e1 e/ual.

D. Srin shall -e of sufficient tension so 8al8e 3ill close 3ithout arecia-le slam.

2.#2 %&TE' SE'7ICES

&. Polyethylene Tu-in K *aterial shall comly 3ith &ST* D#2< an1 the follo3in:

#. Polyethylene e=trusion comoun1 for e=tru1in the olyethylene tu-in shall comly 3ith

alica-le re/uirements for PE5"0 or "0< ultra hih molecular 3eiht olyethylene

lastic material2. Tu-in shall ha8e a 3or4in ressure ratin of #0 si at A".°6.

". Tu-in must -e caa-le of maintainin ressure of "0 si at A".°6 for #000 hours 3hen

teste1 in accor1ance 3ith &ST* D#>??.

. Tu-in surfaces shall -e free from -ums an1 irreularities. *aterials must -e comletely

homoeneous an1 uniform in aearance.

>. Tu-in 1imensions an1 tolerances shall correson1 3ith the 8al8es liste1 in &ST* D2A"A

3ith a stan1ar1 1imension ratio !SD'$ of ?.

&rchitects Project Num-er 02> of ## %ater Distri-ution System

District *aster Secs 200A E1ition


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. Pro8i1e la-el on tu-in 3ith -ran1 name an1 manufacturer NS6 Seal si;e tye of lastic

material an1 &ST* alica-le 1esination 3ith 3hich the tu-in comlies.

B. Coer tu-in shall -e tye J an1 conform to &%%& Secification A>5C' an1 &ST* B CO'PO'&TION STOPS

&. Pro8i1e cororation stos manufacture1 of -rass alloy in accor1ance 3ith &ST* B2.

B. Inlet threa1 shall -e taer threa1 in all si;es in accor1ance 3ith &NSI&%%& C


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&. The Contractor shall e=ercise care in unloa1in an1 han1lin ie 8al8es fittins an1 all other

material.

B. Do not 1ro ie from truc4s or allo3 ie to roll aainst other ie.

".2 EFC&7&TION

&. &ll e=ca8ation to conform to Section 02200.

"." SEP&'&TION O6 %&TE' &ND SE%E' *&INS

&. See 1esin lans for 3ater an1 se3er searation statement an1 re/uirements.

". %&TE' *ETE'

&. Domestic 3ater ser8iceG ro8i1e a 3ater meter !ma=. "H$ an1 1ual -ac4flo3 re8enter assem-ly.

!*eter -yass 3ith ate 8al8e$ !ate 8al8e meter ate 8al8e$ !-yass reconnection$ an1 !ate

8al8e -ac4flo3 re8enter ate 8al8e$.

#. &ll ser8ice ies for "H 3ater meter shall -e H 1uctile iron ie 3ith H ate 8al8es 3ithflane1 fittins for a-o8e roun1 use an1 mechanical fittins 3ith retainer lan1s for

un1erroun1 use.

B. 6ire line systemG ro8i1e a 1ou-le 1etector chec4 8al8e assem-ly an1 a fire 1eartment

connection.

#. Pro8i1e ate 8al8e !LH meter -yass 3ith a ate 8al8e an1 chec4 8al8e$.

C. ,ocate -oth assem-lies a1jacent to roerty line an1 ro8i1e either Q hih chain lin4 fence

aroun1 the assem-ly or chain loc4 the 8al8es as in1icate1 on the lans.

".> INST&,,&TION O6 PIPE

&. O-tain ermission of the 9ealth Deartment %ater Deartment an1 the 6ire Deartment

ha8in juris1iction -efore installin 3ater mains.B. &ll installation of ie shall conform to &%%& C00.

#. Do not roll or ush ie into the trench from the -an4.2. Contractor shall thorouhly insect all ies -efore lo3erin into the trench to insure its

soun1 con1ition an1 eliminate the ossi-ility of lea4ae or -urstin un1er test ressure.

". Do not use ies 8al8es fittins or any other materials sho3in 1efects.

. 'emo8e all such 1efecti8e materials from the construction site imme1iately.

>. Before lo3erin ie into the trench s3a- or -rush it to insure that no 1irt or forein

matter is in the finishe1 line.

C. ,ay ie on a flat -ottom trench an1 -ac4fill tame1 to H a-o8e the to of the ie.

#. Pie installation shall conform to Tye B *etho1J as a1ote1 -y Committee &2# of the

&merican Stan1ar1s &ssociation.

2. Pro8i1e a firm e8en -earin throuhout the lenth of each section of ie.". Pie shall not -ear on any un5yiel1in structures nor shall it suort any other structures.

. Plu or ca all 1ea1 en1s anchor an1 hol1 in lace 3ith concrete -ac4in as re/uire1.

>. E=cet 3hile 3or4 is in roress lu all ie oenins to re8ent entrance of 3ater or

any forein matter.. 'emo8e material 1eeme1 unsta-le for ro8i1in a1e/uate suort for ie an1 relace

3ith a suita-le material.

A. Pro8i1e an a1e/uate -ac4fill material on the ie to re8ent floatin remo8e an1 relay any

ie that floats as 1irecte1 -y the &rchitect.



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D. (se one of the three follo3in metho1s to connect ne3 systems to e=istin mains:

#. *etho1 & that in8ol8es a re1uce1 si;e temorary connection -et3een the e=istin main

an1 the ne3 main.

2. *etho1 B that in8ol8es a 1irect connection -et3een the ne3 an1 e=istin mains usin t3o

ate 8al8es searate1 -y a slee8e 3ith a 8ent ie.

". *etho1 C that in8ol8es a ta 3ith one ate 8al8e re/uirin 1isinfection of the ne3 system rior to con1uctin the ressure test.

E. The 3ater utility comany shall aro8e an1 3itness the connection metho1.

". @OINTS

&. &ll joints shall -e suita-le for the tye of ie -ein jointe1 an1 shall -e ma1e in accor1ance

3ith manufacturers recommen1ations.

B. *echanical @oints:#. *echanical joints shall -e of the stuffin -o= tye.

2. Place the lan1 follo3e1 -y the ru--er as4et o8er the lain en1 of the ie inserte1 into

the soc4et.

". Then ush the as4et into osition to e8enly seat in the soc4et.. *o8e the lan1 into osition aainst the face of the soc4et insert -olts an1 ma4e finer

tiht.

>. (sin a ratchet 3rench suita-le to the ie si;e tihten -olts alternately -ottom then to

etc. until the joint is comlete.

C. Comression @oints:

#. Comression joints shall -e a ru--er seal joint ma1e ressure tiht -y a mol1e1 ru--er

as4et an1 lu-ricant to facilitate assem-ly.

2. *a4e the joint tiht -y insertin the lain en1 into the -ell after lu-rication.

". The comression joint shall -e similar an1 e/ual to &ltiteJ - as manufacture1 -y &la-ama

Pie Comany.

. 6ollo3 the manufacturer recommen1ations in ma4in u the joints.

D. 6lane1 @oints:#. (se ru--er as4ets to ma4e flane1 joints 3ith -olts ha8in rouh s/uare han1s an1

he=aonal nuts ma1e to &merican Stan1ar1 rouh 1imensions that are chamfere1 an1trimme1.

2. Bolts shall -e the recommen1e1 si;e for the 1iameter of ie -ein joine1 an1 -e tihtene1

to e8enly 1istri-ute the stress in the -olts an1 -rin the ie in alinment.

".A INST&,,&TION O6 6ITTIN+S

&. &lica-le ortions of these secifications shall aly to installation of fittins.

B. Pro8i1e reaction or thrust -loc4in at -en1s an1 tees an1 3here chanes in ie 1iameter occur

at re1ucers or in fittins.

C. 'efer to 1etails for concrete strenth an1 1imensions.D. Pro8i1e restraine1 joints for all fittins in the u-lic riht5of53ay.

".< INST&,,&TION O6 6I'E 9)D'&NTS

&. &lica-le ortions of these secifications shall aly to installation of fire hy1rants.

B. &ll hy1rants shall stan1 lum- an1 -urial line shall -e set at finishe1 ra1e.

C. Place sufficient concrete thrust -loc4in as sho3n on the lans or as 1irecte1 -y the &rchitect.



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".? INST&,,&TION O6 7&,7ES

&. &lica-le ortions of these secifications shall aly to installation of 8al8es.

#. &ll 8al8es shall stan1 lum- unless other3ise sho3n on the lans or 1irecte1 -y the

&rchitect.

2. The oeration of installin tain slee8es an1 an e=erience1 contractor 3ho has -eenenae1 in this tye of 3or4 not less than one5year 3ith a reresentati8e list of successful

installations shall install the 8al8es.

B. Pro8i1e aroriate shut5off in a 8al8e -o= aro=imately >Q from the -uil1in on 1omestic

3ater line to each -uil1in.

".#0 P'ESS('E TESTS

&. &fter a1e/uately -ac4fillin the ie an1 at least se8en 1ays after lacin the last concretethrust -loc4in ressure test all lai1 ie for t3o hours at #>0 si minimum in accor1ance 3ith

&NSI&%%& C005?".

B. The ressure test shall not 8ary more than R> si 1urin the test.

C. 'emo8e all air is from the ie rior to ressure tests.D. The Contractor shall ro8i1e such means of 8entin the ie as are re/uire1.

E. The Contractor shall relace any material or installation ro8in 1efecti8e.

6. & reresentati8e of the CityCounty an1 the &rchitect shall 3itness the ressure test.

".## ,E&&+E TESTS

&. Brin the main u to test ressure an1 hol1 at this ressure.

#. Carefully measure ma4e5u 3ater -y use of a 1islacement meter or -y umin the 3ater

from a 8essel of 4no3n 8olume.

2. %al4 the lenth of the ieline an1 insect all joints for lea4ae an1 mo8ement of ie.

". 'eair all 8isi-le lea4s.

. Shoul1 any section of ieline 1isclose joint lea4ae reater than that ermitte1 theContractor shall at his o3n e=ense locate an1 reair the 1efecti8e joints until lea4ae is

3ithin the ermitte1 allo3ance.B. &ll ie etc. shall -e teste1 un1er a constant ressure of #>0 si !fire main at 200 si$ for a

minimum test of t3o hours an1 shall not e=cee1 the lea4ae re/uirements as er &NSI&%%&

secifications of C005?" lea4ae formula:

1. SD >

#""200

allo3a-le lea4ae in allons er hour

S total lenth of ie teste1 in feet

D 1iameter of the ie teste1 in inches

P a8erae test ressure in oun1s er s/uare inch

".#2 B&C6I,,

&. Bac4fill shall -e in comliance 3ith Section 02200 Earth3or4.

B. On comletion of ressure an1 lea4ae tests the e=ose1 joints shall -e -ac4fille1 to a 1eth of#2H a-o8e the to of the ie.

#. Bac4fill shall -e carefully comacte1 until #2H of co8er e=ists o8er the ie.

2. Place the remain1er of the -ac4fill an1 comacte1 thorouhly -y u11lin an1 tamin.



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". %hen 1irecte1 the contractor may -ac4fill the trench neatly roun1e1 to a sufficient heiht

allo3in for settlement to ra1e after consoli1ation.

".#" STE'I,I&TION O6 CO*P,ETED PIPE,INE

&. Before final accetance of comlete1 ieline all re/uirements of the County an1 State Boar1of 9ealth shall -e satisfie1.

#. 6or3ar1 satisfactory -acterioloical test results from these aencies to the &rchitect.

B. Prior to chlorination of mains remo8e all 1irt an1 forein matter -y hih 8elocity flushin

throuh fire hy1rants or other aro8e1 -lo35offs.

#. Disinfect the main in accor1ance 3ith the alication sections of &%%& C># an1 3ith

local health 1eartment re/uirements.

".# 'ESTO'&TION O6 S('6&CES &NDO' ST'(CT('ES

&. The Contractor shall restore an1or relace a8in cur-in si1e3al4s fences so1 sur8ey

oints or other 1istur-e1 surfaces or structures to a con1ition e/ual to that -efore the 3or4 3as

-eun an1 to satisfaction of the &rchitect an1 shall furnish all la-or an1 materials inci1entalthereto.

B. 'estoration of surfaces an1or structures shall comly 3ith all re/uirements of the alica-le

o8ernin aencies inclu1in City To3n County an1 State.

".#> C,E&NIN+ (P

&. The Contractor shall remo8e surlus ieline material tools temorary structures etc. an1 as

1irecte1 -y the &rchitect shall 1isose of all 1irt ru--ish an1 e=cess earth.

B. The construction site shall -e left clean to the satisfaction of the &rchitect

".# INSPECTIONS

&. The Contractor shall notify the City &rchitect an1 the O3ner 2 hours rior to -einnin

construction to arrane the re/uire1 insection of the 3ater system.

".#A P'O@ECT 'ECO'D DOC(*ENTS

&. The Contractor shall maintain accurate an1 comlete recor1s of 3or4 items comlete1.

B. Prior to the lacement of any ashalt or concrete a8ement the Contractor shall su-mit to the

&rchitect as5-uiltJ lans sho3in 3ater imro8ements.

#. Pa8in oerations shall not commence until the &rchitect has re8ie3e1 the as5-uilt.J

C. &ll as5-uiltJ information su-mitte1 to the &rchitect shall -e sufficiently accurate clear an1

lei-le to satisfy the &rchitect that the information ro8i1es a true reresentation of the

imro8ements constructe1.D. (on comletion of construction the Contractor shall su-mit to the &rchitect fi8e comlete sets

of as5-uiltJ construction 1ra3ins an1 one set of mylars.

#. Clearly mar4 these 1ra3ins as5-uiltJ sho3 all construction chanes an1 1imensione1

locations an1 ele8ations of all imro8ements an1 sine1 -y the Contractor.2. & Professional ,an1 Sur8eyor reistere1 in the State of 6lori1a shall sin an1 seal the H&s5

Built 1ra3ins.

E. &s5-uiltJ information on the 3ater system shall inclu1e 8ertical an1 hori;ontal locations of all

8al8es fittins fire hy1rants 3ater ser8ices an1 connection oints.



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#. They shall sho3 the associate1 ie si;e an1 material tye an1 must also sho3 the samle

oints an1 the samle oint num-ers must conform to the num-ers use1 on the

-acterioloical test results.

".#< 6I'E P'OTECTION S)STE*.

&. The 1omestic 3ater system is searate loo from the fire rotection system.

B. Buil1ins 3ith fire umsG install the 6ire Deartment connection ie on the 1ischare si1e of

the um.

C. 6ire line e=tension from the main to the -uil1in 3ill -e installe1 -y a license1 fire srin4ler

contractor. Test fire srin4ler ie to 200 si.

D. &ll fire fihtin e/uiment !fire 1eartment connection hy1rants 1ou-le 1etector chec4 8al8e

an1 ate 8al8es$ to -e more than 0Q a3ay from the -uil1in.

#. *aintain AQ clearance aroun1 each fire hy1rant.E. Pro8i1e flo3 an1 ressure test reorts accor1in to N6P& 2.

6. &ll oints on each -uil1in 3ill -e 3ithin 200Q of an e=istin or roose1 fire hy1rant.

+. 7erify the fire rotection 3ater systems an1 hy1rant locations are aro8e1 -y the fire fihtin

authority ha8in juris1iction.9. *ulti5-uil1in camusG ro8i1e to each -uil1in or rou of -uil1ins a fire ser8ice ie that

contains a ost in1icator 8al8e -ac4flo3 1e8ice an1 a fire 1eartment connection an1 a fire

hy1rant 3ithin #>0Q.

I. (se 1uctile iron ie for fire hy1rant -ranches fire main ser8ice !from the loo to the -uil1in$

an1 fire 1eartment connections.

END O6 SECTION


Documents

02660 (33 11 00) Water Distribution System