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SECTION 02600

DRAINAGE AND CONTAINMENT

Display hidden notes to specifier !Don"t #no$ ho$% Clic# &ere'Copyright 2011 - 2013 ARCAT, Inc. - All rights reserved

(ART ) GENERA*

)) SECTION INC*+DES

A Trench drain for,in- syste, !EconoDrain'

. E/tended serice trench drain for,in- syste, !EconoDrain (T1'

C Metal trench drain syste, !M3ltiDrain'

D (oly,er concrete trench drain syste, !Alfa Channel'

)2 RE*ATED SECTIONS

A Section 0260 1 Stor, Draina-e

. Section 0262 1 Stor, Draina-e (ipe

C Section 02620 1 S3rface Draina-e

D Section 0)00 1 Concrete 4or,s and Accessories

E Section 0)50 1 Concrete Accessories

4 Section 05500 1 Metal 4arications

G Section 0550 1 Gratin-s

& Section 0550 1 Gratin-s and 4loor (lates

I Section 0552 1 Gratin-s7 Trench Coers

8 Section 05560 1 Metal Castin-s

9 Section )5)60 1 Stor, Draina-e (ipin-

) RE4ERENCES

026001)

http://www.arcat.com/sd/display_hidden_notes.shtmlhttp://www.arcat.com/sd/display_hidden_notes.shtml

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A AAS&TO M06 1 Standard Specification for Draina-e7 Se$er7 +tility and RelatedCastin-s

. A,erican :eldin- Society !A:S';) A:S D)) 1 :eldin- Code2 A:S D)6 1 Str3ct3ral :eldin- Code

C ASTM International !ASTM';) ASTM A 6 1 Standard Specification for Caron Str3ct3ral Steel2 ASTM A 6 1 Standard Specification for Stainless Steel .ars and Shapes= 1 Standard Specification for Ri-id7 Cell3lar (olystyrene Ther,al

Ins3lation6 ASTM E =< 1 Standard Test Method for S3rface .3rnin- Characteristics of

.3ildin- Materials

D 4ederal Specification A1A160005 1 4ra,es7 Coers7 Gratin-s7 Steps7 S3, and Catch.asin7 Manhole

)< S+.MITTA*S

A S3,it 3nder proisions of Section 0)00

. (rod3ct Data; Man3fact3rer"s data sheets on each prod3ct to e 3sed7 incl3din-;) (reparation instr3ctions and reco,,endations2 Stora-e and handlin- re?3ire,ents and reco,,endations Installation ,ethods

C Shop Dra$in-s; (roide a -eneral layo3t indicatin- inert and o3tlet eleation $ith

slope at each trench section *ocate catch asins re?3ired and o3tlet pipin-connection locations and details (roide details at field installed connections andco,ponents

)5 @+A*IT ASS+RANCE

A Co,ponents of the syste, shall e fro, one ,an3fact3rer

. E/panded (olystyrene 4oa, !E(S' 4or,ers; Co,ply $ith ASTM C 5>=) 4la,e Spread and S,o#e Deeloped; ASTM E =6 Concrete Anchors; A:S D)) !steel' and A:S D)6 !stainless steel'

D Gratin-s; Co,ply $ith the follo$in-) 4ederal Specification A1A160005 !)2 inch $idth and lar-er'2 AAS&TO M06 !)2 inch $idth and lar-er'7 &20 and &S20 load perfor,ance Cast Gray Iron; ASTM A

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E Moc#1+p; (roide a ,oc#13p for eal3ation of s3rface preparation techni?3es andapplication $or#,anship) Install sections desi-nated y Architect2 Do not proceed $ith re,ainin- $or# 3ntil $or#,anship and perfor,ance are

approed y Architect Re$or# ,oc#13p area as re?3ired to prod3ce acceptale $or#

)6 DE*IBER7 STORAGE7 AND &AND*ING

A Store prod3cts in ,an3fact3rer"s 3nopened pac#a-in- 3ntil ready for installation

)> (RO8ECT CONDITIONS

A (rotect ins3latin- for,s fro, da,a-e

)= :ARRANT

A (roide ,an3fact3rer"s standard li,ited $arranty coerin- ,aterial and,an3fact3rin- defects

(ART 2 (ROD+CTS

2) MAN+4ACT+RERS

A Acceptale Man3fact3rer; M3ltiDrain Syste,s7 $hich is located at; ( O .o/ >)0> Statesille7 NC 2=6=> Toll 4ree Tel; =00100

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Coatin-; Mild steel rails shall e coated $ith .lac#7 (olyester po$dercoatin-

c Coatin-; Mild steel rails shall e coated $ith GalaniHed coatin-d Coatin-; Mild steel rails shall e coated $ith epo/y coatin-e Ali-n,ent clips shall e proided at the rail end $elded to the an-le

fra,e

f Ei-ht anchor stands shall e proided per ei-ht foot len-th to aidinstallation staility allo$ si,ple -rade ad3st,ent and proide -raterail p3ll o3t resistance The anchor stands shall e f3lly $elded to thean-le fra,e

- Each rail shall proide a ,eans to ,echanically loc# itself into thes3rro3ndin- concrete Rail p3ll o3t resistance shall not e less than27

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Coatin-; Mild steel rails shall e coated $ith .lac#7 (olyester po$dercoatin-

c Coatin-; Mild steel rails shall e coated $ith GalaniHed coatin-d Coatin-; Mild steel rails shall e coated $ith epo/y coatin-e Ali-n,ent clips shall e proided at the rail end $elded to the an-le

fra,e

f Ei-ht anchor stands shall e proided per ei-ht foot !2

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d Coatin-; Mild steel rails shall e coated $ith epo/y coatin-e Ali-n,ent clips shall e proided at the rail end $elded to the an-le

fra,ef Ei-ht anchor stands shall e proided per ei-ht foot !2

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- Each rail shall proide a ,eans to ,echanically loc# itself into thes3rro3ndin- concrete Rail p3ll o3t resistance shall not e less than57526 llineal foot !=0 #N,'

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2< inches y 2< inches y 2< inches !6)0 ,, y 6)0 ,, y 6)0 ,,'Catch .asin Asse,ly consistin- of E(S 4or,er7 (re1asse,led GrateRail and -ratin- shall e (art N3,er EC.2

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a )2 inches y 2< inches y ,,' Inline Catch .asin Asse,ly consistin- of E(S 4or,er7 (re1asse,led Grate Rail and -ratin- shall e (art N3,er EC.)22 Trench :idth !No,inal'; 2< inches !6)0 ,,'= *iner !channel'; Oerlappin- sections $ith ad3stale slope fro, 0 percent to

) percenta Ga3-e; )< -a !00> inch' !) ,,' Ga3-e; )6 -a !005= inch' !)5 ,,'c Ga3-e; )= -a !00= inch' !)2 ,,'

d Coatin-; D3ctile iron $ith lac# paint finishe Coatin-; D3ctile iron $ith hot dipped -alaniHed finishf Coatin-; 0< Stainless steel $ith ,ill finish- Coatin-; )6 Stainless steel $ith ,ill finish

Grate 4ra,e; Rear anchor stand for -rade ad3st,ent of fra,ea Coatin-; D3ctile iron $ith lac# paint finish Coatin-; D3ctile iron $ith hot dipped -alaniHed finishc Coatin-; 0< Stainless steel $ith ,ill finishd Coatin-; )6 Stainless steel $ith ,ill finish

)0 Gratin-;a D3ctile iron ar -ratin- $ith coatin-

Cast iron -ratin- $ith coatin-c 0< Stainless steel ar -ratin- $ith ,ill finishd )6 Stainless steel ar -ratin- $ith ,ill finishe Stainless steel ar -ratin-f 4R( -ratin-- Coatin-; .lac# paint finishh Coatin-; &ot dipped -alaniHed finish

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25 (O*MER CONCRETE TRENC& DRAINS

A (rod3ct; Alfa Channel Trench Drain as ,an3fact3red y M3ltiDrain Syste,s7incl3din- channels7 fra,e7 -ratin- and syste, accessories) Constr3ction; The syste, consists of thirty interloc#in- sloped channels and

fie non1slopin- channels The non1sloped channels can e inserted at

specified interals in order to e/tend channel r3ns Catch asins7 horiHontalo3tlet plates7 closed end plates and ertical o3tlet plate adapters shall einstalled at desi-nated locations Closed end plates ter,inate channel r3ns

2 Type; Channel $ith fra,e and -rate Type; Channel $ith in1lay -rate

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. If s3strate preparation is the responsiility of another installer7 notify Architect of3nsatisfactory preparation efore proceedin-

2 (RE(ARATION

A Oerall concrete thic#ness and reinforce,ent steel shall e per Str3ct3ral

En-ineer"s specification for the application and serice loadin-

. Clean s3rfaces thoro3-hly prior to installation

C (repare s3rfaces 3sin- the ,ethods reco,,ended y the ,an3fact3rer forachiein- the est res3lt for the s3strate 3nder the proect conditions

INSTA**ATION

A Install trench drain in accordance $ith ,an3fact3rer"s instr3ctions

. E(S 4or,ers shall e coated $ith pi-,ented 4or, Release s3fficiently ahead ofinstallation to allo$ the for, release to dry

C (roide racin- to ass3re ali-n,ent and staility of for,$or# d3rin- concretin-operations

< (ROTECTION

A (rotect installed prod3cts 3ntil co,pletion of proect

. To3ch13p7 repair or replace da,a-ed prod3cts efore S3stantial Co,pletion

END O4 SECTION

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