W911XK24B0005 Amendment 0001 Revised Specification 32 31 13.pdf

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FY24 Little Manistee River Sea Lamprey Barrier Trap
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W911XK24B0005
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This document is a technical specification for Section 32 31 13 Chain Link Fences and Gates, which is part of a federal contract opportunity for the FY24 Little Manistee River Sea Lamprey Barrier Trap project.

The specification details the requirements for the chain link fencing system, including the fabric, posts, gates, hardware, materials, and installation. Key details include that the fence fabric shall be 9-gauge aluminum-coated or zinc-coated steel, with minimum post and rail sizes specified. The gates shall be single swing type with specified frame and hardware requirements. Concrete, grout, and zinc coating requirements are also provided. The installation section covers site preparation, post setting, fabric installation, gate hanging, and accessory installation. This specification is intended to be used as part of the overall solicitation for the construction of the new sea lamprey barrier and trap facility for the U.S. Army Corps of Engineers in Manistee, Michigan.

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LMANI STEESLB&T Li t t l e Mani st ee Sea Lampr ey Bar r i er & Tr ap

AMENDMENT 0001

SECTI ON TABLE OF CONTENTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

SECTI ON 32 31 13

CHAI N LI NK FENCES AND GATES

11/ 21

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 QUALI TY CONTROL

1. 3. 1 Cer t i f i cat es of Compl i ance

1. 4 DELI VERY, STORAGE, AND HANDLI NG

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

2. 2 FENCES

2. 2. 1 Fabr i c

2. 2. 1. 1 Top and Bot t om Sel vages

2. 2. 2 Post s

2. 2. 2. 1 Met al

2. 2. 2. 1. 1 Li ne Post s

2. 2. 2. 1. 2 End, Cor ner and Pul l Post s

2. 2. 2. 2 Composi t e Post s

2. 2. 2. 3 Post Tops

2. 2. 3 Br aces and Rai l s

2. 2. 3. 1 Top Rai l

2. 2. 3. 2 Cent er Rai l s Bet ween Li ne Post s

2. 2. 3. 3 Post - Br ace Assembl y

2. 2. 4 Wi r e Ti es

2. 2. 5 Sl eeves

2. 2. 6 St r et cher Bar s

2. 2. 7 St r et cher Bar Bands

2. 2. 8 Tensi on Wi r e

2. 2. 9 Mi scel l aneous Har dwar e

2. 3 GATES

2. 3. 1 Gat e Post s

2. 3. 2 Gat e Fabr i c

2. 3. 3 Gat e Fr ame

2. 3. 4 Gat e Br aci ng

2. 3. 5 Padl ocks

2. 3. 6 Gat e Har dwar e and Accessor i es

2. 4 MATERI ALS

2. 4. 1 Zi nc Coat i ng

2. 4. 2 Concr et e

2. 4. 3 Gr out

PART 3 EXECUTI ON

3. 1 PREPARATI ON

3. 1. 1 Cl ear i ng and Gr adi ng

SECTI ON 32 31 13 Page 1

3. 2 I NSTALLATI ON

3. 2. 1 Secur i t y

3. 2. 2 Fence I nst al l at i on

3. 2. 2. 1 Post Spaci ng

3. 2. 2. 2 Top and Bot t om Tensi on Wi r e

3. 2. 3 Excavat i on

3. 2. 4 Set t i ng Post s

3. 2. 4. 1 Ear t h and Bedr ock

3. 2. 4. 2 Concr et e Sl abs and Wal l s

3. 2. 4. 3 Br aci ng

3. 2. 4. 4 Tol er ances

3. 2. 5 Concr et e St r engt h

3. 2. 6 Top Rai l s

3. 2. 7 Cent er Rai l s

3. 2. 8 Br ace Assembl y

3. 2. 9 Tensi on Wi r e I nst al l at i on

3. 2. 10 Fabr i c I nst al l at i on

3. 2. 11 St r et cher Bar I nst al l at i on

3. 2. 12 Gat e I nst al l at i on

3. 2. 13 Ti e Wi r es

3. 2. 14 Fast ener s

3. 2. 15 Zi nc- Coat i ng Repai r

3. 2. 16 Accessor i es I nst al l at i on

3. 2. 16. 1 Post Caps

3. 2. 16. 2 Padl ocks

3. 3 CLOSEOUT ACTI VI TI ES

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 32 31 13 Page 2

SECTI ON 32 31 13

CHAI N LI NK FENCES AND GATES

11/ 21

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ASTM I NTERNATI ONAL ( ASTM)

ASTM A392 ( 2011; R 2022a) St andar d Speci f i cat i on f or Zi nc- Coat ed St eel Chai n- Li nk Fence Fabr i c

ASTM A780/ A780M ( 2020) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM A824 ( 2001; R 2022) St andar d Speci f i cat i on f or Met al l i c- Coat ed St eel Mar cel l ed Tensi on Wi r e f or Use Wi t h Chai n Li nk Fence

ASTM C94/ C94M ( 2022a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM F567 ( 2014a; R 2019) St andar d Pr act i ce f or I nst al l at i on of Chai n Li nk Fence

ASTM F626 ( 2014; R 2019) St andar d Speci f i cat i on f or Fence Fi t t i ngs

ASTM F883 ( 2013; R 2022) St andar d Per f or mance Speci f i cat i on f or Padl ocks

U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)

FS RR- F- 191/ 1 ( Rev F) Fenci ng, Wi r e and Post , Met al ( Chai n- Li nk Fence Fabr i c)

FS RR- F- 191/ 2 ( Rev E) Fenci ng, Wi r e and Post , Met al ( Chai n- Li nk Fence Gat es)

FS RR- F- 191/ 3 ( Rev E; Am 1) Fenci ng, Wi r e and Post , Met al ( Chai n- Li nk Fence Post s, Top Rai l s and Br aces)

FS RR- F- 191/ 4 ( Rev F) Fenci ng, Wi r e and Post , Met al ( Chai n- Li nk Fence Accessor i es)

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" c l assi f i cat i on. Submi t t al s not havi ng a " G" c l assi f i cat i on ar e f or

SECTI ON 32 31 13 Page 3 i nf or mat i on onl y. When used, a code f ol l owi ng t he " G" c l assi f i cat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment .

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

SD- 02 Shop Dr awi ngs

Fence Assembl y; G; DO

Locat i on of Gat e, Cor ner , End, and Pul l Post s; G; RO

Gat e Assembl y; G; DO

Gat e Har dwar e and Accessor i es; G; DO

Er ect i on/ I nst al l at i on Dr awi ngs; G; RO

SD- 03 Pr oduct Dat a

Fence Assembl y; G; RO

Gat e Assembl y; G; RO

Gat e Har dwar e and Accessor i es; G; RO

Zi nc Coat i ng; G; RO

Al umi num Al l oy Coat i ng; G; RO

Fabr i c; G; RO

St r et cher Bar s; G; RO

Concr et e; G; RO

SD- 04 Sampl es

Fabr i c; G; RO

Post s; G; RO

Br aces; G; RO

Li ne Post s; G; RO

Sl eeves; G; RO

Top Rai l ; G; RO

Tensi on Wi r e; G; RO

St r et cher Bar s; G; RO

Gat e Post s; G; RO

Gat e Har dwar e and Accessor i es; G; RO

Padl ocks; G; RO

SECTI ON 32 31 13 Page 4

Wi r e Ti es; G; RO

SD- 07 Cer t i f i cat es

Cer t i f i cat es of Compl i ance

SD- 08 Manuf act ur er ' s I nst r uct i ons

Fence Assembl y

Gat e Assembl y

Har dwar e Assembl y

Accessor i es

SD- 11 Cl oseout Submi t t al s

Recycl ed Mat er i al Cont ent

1. 3 QUALI TY CONTROL

1. 3. 1 Cer t i f i cat es of Compl i ance

Submi t cer t i f i cat es of compl i ance i n accor dance wi t h t he appl i cabl e r ef er ence st andar ds and descr i pt i ons of t hi s sect i on f or t he f ol l owi ng:

a. Zi nc coat i ng

b. Al umi num al l oy coat i ng

c. Fabr i c

d. St r et cher bar s

e. Gat e har dwar e and accessor i es f . Concr et e

1. 4 DELI VERY, STORAGE, AND HANDLI NG

Del i ver mat er i al s t o s i t e i n an undamaged condi t i on. St or e mat er i al s of f t he gr ound t o pr ovi de pr ot ect i on agai nst oxi dat i on caused by gr ound cont act .

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

Submi t r epor t s of l i s t i ng chai n- l i nk f enci ng and accessor i es r egar di ng wei ght i n ounces f or z i nc coat i ng, and chemi cal composi t i on and t hi ckness of al umi num al l oy coat i ng.

Submi t manuf act ur er ' s cat al og dat a f or compl et e f ence assembl y, gat e assembl y, har dwar e assembl y and accessor i es.

SECTI ON 32 31 13 Page 5

2. 2 FENCES

2. 2. 1 Fabr i c

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

FS RR- F- 191/ 1; Type I I , al umi num- coat ed st eel , 9 gauge, conf or mi ng t o ASTM A491 or Type I , z i nc- coat ed st eel , 9 gauge conf or mi ng t o ASTM A392, wi t h 2. 0 ounces per squar e f oot of coat ed sur f ace. Pr ovi de sel vage knuckl ed at one sel vage and t wi st ed and bar bed at t he ot her . Hei ght of f abr i c, as i ndi cat ed.

Pr ovi de f abr i c consi st i ng of wi r es woven i nt o a 1 i nch di amond mesh.

Pr ovi de one- pi ece f abr i c wi dt hs f or f ence hei ght s up t o 12 f eet .

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 1. 1 Top and Bot t om Sel vages

Pr ovi de knuckl ed sel vages at t op and bot t om f or f abr i c wi t h 2 i nch mesh and up t o 60 i nches hi gh, and i f over 60 i nches hi gh, pr ovi de t wi st ed and bar bed t op sel vage and knuckl ed bot t om sel vage.

Knuckl e t op and bot t om sel vages f or 1- 3/ 4 i nch and 1 i nch mesh f abr i c.

2. 2. 2 Post s

2. 2. 2. 1 Met al

2. 2. 2. 1. 1 Li ne Post s

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Pr ovi de l i ne post s compl yi ng wi t h FS RR- F- 191/ 3. Pr ovi de Cl ass 1, st eel pi pe, Gr ade A Regul ar St r engt h or Cl ass 2, al umi num pi pe i n mi ni mum si zes l i s t ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade.

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 2. 1. 2 End, Cor ner and Pul l Post s

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Pr ovi de end, cor ner , and pul l post s i n mi ni mum si zes l i s t ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade. Pr ovi de Cl ass 1, st eel pi pe, Gr ade A Regul ar St r engt h or B, or Cl ass 2, al umi num pi pe.

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

2. 2. 2. 2 Composi t e Post s

Pr oduce r esi n r ei nf or ced post s f r om pol yest er or epoxy r esi n, r ei nf or ced wi t h E- gl ass and f i l l er mat er i al . Pr ovi de post s t hat meet t he ASTM F1043 bendi ng st r engt h f or heavy i ndust r i al f enci ng, and f i l l ed wi t h 3, 000 psi concr et e. Pr ot ect post s f r om UV degr adat i on by a vei l of pol yest er c l ot h i mpr egnat ed wi t h r esi n and an acr yl i c based 1. 5 mi l DFT coat i ng syst em.

The post can exhi bi t no st r uct ur al f ai l ur e ( l ess t han 10 per cent l oss of

SECTI ON 32 31 13 Page 6 st r engt h) as a r esul t of exposur e t o moi st ur e and UV l amps per ASTM G152, ASTM G153, ASTM G155, and ASTM G154, ( 3600 hour s) . Pr ovi de post s i n col or t o mat ch f abr i c. Pr ovi de out si de di amet er as speci f i ed i n FS RR- F- 191/ 3 f or r ound st eel pi pe.

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 2. 3 Post Tops

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Pr ovi de st eel or al umi num t ops , desi gned as a weat her t i ght c l osur e cap.

Post t op t o have f i ni sh and coat i ng mat chi ng r ai l s and post s. St eel t ype t o be pr essed st eel gal vani zed af t er f abr i cat i on havi ng a mi ni mum zi nc coat i ng of 1. 20 ounces per squar e f oot . Pr ovi de one cap f or each post , unl ess equal pr ot ect i on i s pr ovi ded by a combi nat i on post - cap and wi r e suppor t i ng ar m. Pr ovi de caps wi t h an openi ng t o per mi t t hr ough passage of t he t op r ai l .

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 3 Br aces and Rai l s

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Cl ass 1, st eel pi pe, Gr ade A Regul ar St r engt h or B, or Cl ass 2 al umi num pi pe, i n mi ni mum si zes l i s t ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade.

Cl ass 2, al umi num pi pe or 3, f or med st eel sect i ons, i n mi ni mum si zes l i st ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade. Pr ovi de PVC col or coat i ng, mi ni mum t hi ckness, 0. 01 i nch i n accor dance wi t h ASTM F1043; col or t o mat ch f abr i c i n accor dance wi t h ASTM F934.

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 3. 1 Top Rai l

Pr ovi de t op r ai l conf or mi ng t o mi ni mum si zes speci f i ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade unl ess member s ar e t o be over si zed. Pr ovi de expansi on coupl i ngs 6 i nches l ong at each j oi nt i n t op r ai l s.

2. 2. 3. 2 Cent er Rai l s Bet ween Li ne Post s

Pr ovi de cent er r ai l conf or mi ng t o mi ni mum si zes speci f i ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade unl ess member s ar e t o be over si zed.

2. 2. 3. 3 Post - Br ace Assembl y

Pr ovi de br aci ng conf or mi ng t o mi ni mum si zes speci f i ed i n FS RR- F- 191/ 3 f or each cl ass and gr ade, and 3/ 8 i nch adj ust abl e t r uss r ods and t ur nbuckl es.

2. 2. 4 Wi r e Ti es

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Pr ovi de 9- gauge wi r e f or t y i ng f abr i c t o l i ne post s, spaced a maxi mum of 12 i nches on cent er . For t y i ng f abr i c t o r ai l s and br aces, space wi r e t i es a maxi mum of 24 i nches on cent er . For t y i ng f abr i c t o t ensi on wi r e, space

0. 105- i nch hog r i ngs 24 i nches on cent er . Manuf act ur er ' s st andar d

SECTI ON 32 31 13 Page 7 pr ocedur e wi l l be accept ed i f of equal st r engt h and dur abi l i t y .

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

FS RR- F- 191/ 4. Pr ovi de wi r e t i es const r uct ed of t he same mat er i al and coat i ng as t he f enci ng f abr i c.

2. 2. 5 Sl eeves

Pr ovi de sl eeves f or set t i ng i nt o concr et e const r uct i on of t he same mat er i al as post sect i ons, s i zed 1 i nch gr eat er t han t he di amet er or di mensi on of t he post . Wel d f l at pl at es t o each sl eeve base t o pr ovi de anchor age and pr event i nt r usi on of concr et e.

2. 2. 6 St r et cher Bar s

Pr ovi de bar s t hat have one- pi ece l engt hs equal t o t he f ul l hei ght of t he f abr i c wi t h a mi ni mum cr oss sect i on of 3/ 16 by 3/ 4 i nch, i n accor dance wi t h ASTM F626.

2. 2. 7 St r et cher Bar Bands

Pr ovi de bar bands f or secur i ng st r et cher bar s t o post s t hat ar e st eel , wr ought i r on, or mal l eabl e i r on spaced not over 15 i nches on cent er .

Bands may al so be used i n conj unct i on wi t h speci al f i t t i ngs f or secur i ng r ai l s t o post s. Pr ovi de bands wi t h pr oj ect i ng edges chamf er ed or eased.

2. 2. 8 Tensi on Wi r e

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Pr ovi de met al l i c coat ed st eel mar cel l ed t ensi on wi r e, ( No. 7- gauge) compl yi ng wi t h ASTM A824. Pr ovi de al umi num- coat ed ( al umi ni zed) st eel wi r e wi t h coat i ng t hat wei ghs not l ess t han 0. 4 ounces per squar e f oot . Pr ovi de zi nc- coat ed st eel wi r e wi t h z i nc coat i ng t hat wei ghs not l ess t han 2. 0 ounces per squar e f oot .

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

2. 2. 9 Mi scel l aneous Har dwar e

Pr ovi de mi scel l aneous hot - di p gal vani zed har dwar e as r equi r ed.

2. 3 GATES

* * * AMENDMENT 0001* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

FS RR- F- 191/ 2; Type I , s i ngl e swi ng. Shape and si ze of gat e f r ame, as i ndi cat ed. Fr ami ng and br aci ng member s, r ound of st eel or al umi num al l oy. St eel member f i ni sh, z i nc- coat ed. Pr ovi de gat e f r ames and br aces of mi ni mum si zes l i s t ed i n FS RR- F- 191/ 3 f or each Cl ass and Gr ade, except t hat st eel pi pe f r ames ar e a mi ni mum of 1. 90 i nches o. d. , 0. 120 i nches mi ni mum wal l t hi ckness and al umi num pi pe f r ames and i nt er medi at e br aces ar e

1. 869 i nches o. d. mi ni mum, 0. 940 l b/ f t of l engt h. Pr ovi de i nt er medi at e member s as necessar y f or gat e l eaves mor e t han 8 f eet wi de, t o pr ovi de r i gi d const r uct i on, f r ee f r om sag or t wi st .

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * AMENDMENT 0001* * *

SECTI ON 32 31 13 Page 8

2. 3. 1 Gat e Post s

Pr ovi de gat e post s f or suppor t i ng each gat e l eaf i n mi ni mum si zes l i s t ed i n FS RR- F- 191/ 3 f or each mat er i al c l ass and gr ade. Gat e post mat er i al c l ass, gr ade and f i ni sh t o mat ch ot her f ence post s.

2. 3. 2 Gat e Fabr i c

Gat e f abr i c, i s as speci f i ed f or f enci ng f abr i c. At t ach gat e f abr i c t o gat e f r ame i n accor dance wi t h manuf act ur er ' s st andar ds, except t hat wel di ng i s not per mi t t ed.

2. 3. 3 Gat e Fr ame

Pr ovi de gat e f r ame assembl y t hat i s wel ded or assembl ed wi t h speci al mal l eabl e or pr essed- st eel f i t t i ngs and r i vet s t o pr ovi de r i gi d connect i ons. I nst al l f abr i c wi t h st r et cher bar s at ver t i cal edges;

st r et cher bar s may al so be used at t op and bot t om edges. At t ach st r et cher bar s and f abr i c t o gat e f r ames on al l s i des at i nt er val s not exceedi ng 15 i nches. At t ach har dwar e wi t h r i vet s or by ot her means whi ch pr ovi des equal secur i t y agai nst br eakage or r emoval .

Pr ovi de speci al gat e f r ames, as i ndi cat ed.

2. 3. 4 Gat e Br aci ng

Pr ovi de di agonal cr oss- br aci ng, consi st i ng of 3/ 8 i nch di amet er adj ust abl e- l engt h t r uss r ods on wel ded gat e f r ames, wher e necessar y t o obt ai n f r ame r i gi di t y wi t hout sag or t wi st . Pr ovi de nonwel ded gat e f r ames wi t h di agonal br aci ng.

2. 3. 5 Padl ocks

Pr ovi de padl ocks conf or mi ng t o ASTM F883, wi t h chai n.

2. 3. 6 Gat e Har dwar e and Accessor i es

Pr ovi de gat e har dwar e and accessor i es t hat conf or ms t o ASTM A392 and ASTM F626, and as speci f i ed. Coat i ng f or st eel l at ches, st ops, hi nges, keeper s, and accessor i es, i s gal vani zed.

a. Pr ovi de mal l eabl e i r on hi nges t o sui t gat e s i ze, non- l i f t - of f t ype, of f set t o per mi t 180- degr ee openi ng. Pr ovi de hi nge wi t h st ai nl ess st eel pi n.

b. Pr ovi de l at ch t hat per mi t s accessi bi l i t y and oper at i on f r om ei t her s i de of t he gat e r egar dl ess of t he l at chi ng ar r angement , and wi t h a padl ock eye pr ovi ded as an i nt egr al par t of t he l at ch. Pr ovi de f or k t ype gat e l at ches.

c. Pr ovi de st ops and hol der s of mal l eabl e i r on f or vehi cul ar gat es.

Pr ovi de st ops t hat aut omat i cal l y engage t he gat e and hol d i t i n t he open posi t i on unt i l manual l y r el eased.

d. Pr ovi de manuf act ur er ' s st andar d heavy- dut y t r ack bal l bear i ng hanger sheaves, over head f r ami ng and suppor t s, gui des, st ays, br aci ng, and accessor i es as r equi r ed f or easy oper at i on of manual s l i di ng gat es.

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2. 4 MATERI ALS

2. 4. 1 Zi nc Coat i ng

Pr ovi de zi nc- coat ed f er r ous met al component s and accessor i es t hat ar e f act or y coat ed af t er f abr i cat i on, except as ot her wi se speci f i ed.

For gal vani z i ng f i el d r epai r s, pr ovi de mat er i al t hat i s col d- appl i ed z i nc- r i ch coat i ng conf or mi ng t o ASTM A780/ A780M.

2. 4. 2 Concr et e

Pr ovi de concr et e conf or mi ng t o ASTM C94/ C94M, and obt ai ni ng a mi ni mum 28- day compr essi ve st r engt h of 3, 000 psi .

2. 4. 3 Gr out

Pr ovi de gr out of pr opor t i ons one par t por t l and cement t o t hr ee par t s c l ean, wel l - gr aded sand and a mi ni mum amount of wat er t o pr oduce a wor kabl e mi x.

PART 3 EXECUTI ON

Submi t manuf act ur er ' s er ect i on/ i nst al l at i on dr awi ngs and i nst r uct i ons t hat det ai l pr oper assembl y and mat er i al s i n t he desi gn f or f ence, gat e, har dwar e and accessor i es.

Pr ovi de compl et e i nst al l at i on conf or mi ng t o ASTM F567.

3. 1 PREPARATI ON

Ensur e f i nal gr adi ng and est abl i shed el evat i ons ar e compl et e pr i or t o commenci ng f ence i nst al l at i on.

3. 1. 1 Cl ear i ng and Gr adi ng

Cl ear f ence l i ne of t r ees, br ush, and ot her obst acl es t o i nst al l f enci ng f or a di st ance of 5 f eet i nsi de; and 5 f eet out si de t he f ence. Est abl i sh a gr aded, compact ed f ence l i ne pr i or t o f enci ng i nst al l at i on.

3. 2 I NSTALLATI ON

3. 2. 1 Secur i t y

I nst al l new chai n l i nk f enci ng, r emove exi st i ng f enci ng, and per f or m r el at ed wor k t o pr ovi de cont i nuous secur i t y f or f aci l i t y . Schedul e and f ul l y coor di nat e wor k wi t h Cont r act i ng Of f i cer and cogni zant Secur i t y Of f i cer .

3. 2. 2 Fence I nst al l at i on

I nst al l f ence on pr epar ed sur f aces t o l i ne and gr ade i ndi cat ed. Secur e f ast eni ng and hi nge har dwar e i n pl ace t o f ence f r amewor k by peeni ng or wel di ng. Al l ow f or pr oper oper at i on of component s. Coat peened or wel ded ar eas wi t h a r epai r coat i ng mat chi ng or i gi nal coat i ng. I nst al l f ence i n accor dance wi t h f ence manuf act ur er ' s wr i t t en i nst al l at i on i nst r uct i ons except as modi f i ed her ei n.

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3. 2. 2. 1 Post Spaci ng

Pr ovi de l i ne post s spaced equi di st ant l y apar t , not exceedi ng 10 f eet on cent er . Pr ovi de gat e post s spaced as necessar y f or s i ze of gat e openi ngs. Do not exceed 500 f eet on st r ai ght r uns bet ween br aced post s.

Pr ovi de cor ner or pul l post s, wi t h br aci ng i n bot h di r ect i ons, f or changes i n di r ect i on of 15 degr ees or mor e, or f or abr upt changes i n gr ade.

Submi t dr awi ngs showi ng l ocat i on of gat e, cor ner , end, and pul l post s.

3. 2. 2. 2 Top and Bot t om Tensi on Wi r e

I nst al l t ensi on wi r es bef or e i nst al l i ng chai n- l i nk f abr i c, and pul l wi r es t aut . Pl ace t op and bot t om t ensi on wi r es wi t hi n 8 i nches of r espect i ve f abr i c l i ne.

3. 2. 3 Excavat i on

Pr ovi de excavat i ons f or post f oot i ngs whi ch ar e dr i l l ed hol es i n v i r gi n or compact ed soi l , of mi ni mum si zes as i ndi cat ed. Space f oot i ngs f or l i ne post s 10 f eet on cent er maxi mum and at c l oser i nt er val s when i ndi cat ed, wi t h bot t oms of t he hol es appr oxi mat el y 3 i nches bel ow t he bot t oms of t he post s. Set bot t om of each post not l ess t han 36 i nches bel ow f i ni shed gr ade when i n f i r m, undi st ur bed soi l . Set post s deeper , as r equi r ed, i n sof t and pr obl em soi l s and f or heavy, l at er al l oads. Uni f or ml y spr ead soi l f r om excavat i ons adj acent i n desi gnat ed st ockpi l e ar eas.

When sol i d r ock i s encount er ed near t he sur f ace, dr i l l i nt o t he r ock at l east 12 i nches f or l i ne post s and at l east 18 i nches f or end, pul l , cor ner , and gat e post s. Dr i l l hol es at l east 1 i nch gr eat er i n di amet er t han t he l ar gest di mensi on of t he pl aced post . I f sol i d r ock i s bel ow t he soi l over bur den, dr i l l t o t he f ul l dept h r equi r ed except t hat penet r at i on i nt o r ock need not exceed t he mi ni mum dept hs speci f i ed above.

3. 2. 4 Set t i ng Post s

Remove l oose and f or ei gn mat er i al s f r om hol es and moi st en t he soi l pr i or t o pl aci ng concr et e. Pr ovi de t ops of f oot i ngs t hat ar e t r owel f i ni shed and sl oped or domed t o shed wat er away f r om post s. Set hol d- open devi ces, s l eeves, and ot her accessor i es i n concr et e.

Keep exposed concr et e moi st f or at l east 7 cal endar days af t er pl acement or cur ed wi t h a membr ane cur i ng mat er i al , as appr oved. Gr out al l post s set i nt o s l eeved hol es i n concr et e wi t h an appr oved gr out i ng mat er i al .

Mai nt ai n ver t i cal al i gnment of post s i n concr et e const r uct i on unt i l concr et e has set .

3. 2. 4. 1 Ear t h and Bedr ock

Pr ovi de concr et e bases of di mensi ons i ndi cat ed on t he manuf act ur es i nst al l at i on dr awi ngs. Compact concr et e t o el i mi nat e voi ds, and f i ni sh t o a dome shape.

3. 2. 4. 2 Concr et e Sl abs and Wal l s

Set post s i nt o z i nc- coat ed sl eeves, set i n concr et e s l ab or wal l , t o a mi ni mum dept h of 12 i nches. Fi l l s l eeve j oi nt wi t h l ead, nonshr i nk gr out , or ot her appr oved mat er i al . Set post s f or suppor t of r emovabl e f ence sect i ons i nt o s l eeves t hat pr ovi de a t i ght s l i di ng j oi nt and hol d post s al i gned and pl umb wi t hout use of l ead or set t i ng mat er i al .

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3. 2. 4. 3 Br aci ng

Br ace gat e, cor ner , end, and pul l post s t o near est post wi t h a hor i zont al br ace used as a compr essi on member , pl aced at l east 12 i nches bel ow t op of f ence, and a di agonal t ensi on r od.

3. 2. 4. 4 Tol er ances

Pr ovi de post s t hat ar e st r ai ght and pl umb wi t hi n a ver t i cal t ol er ance of 1/ 4 i nch af t er t he f abr i c has been st r et ched. Pr ovi de f enci ng and gat es t hat ar e t r ue t o l i ne wi t h no mor e t han 1/ 2 i nch devi at i on f r om t he est abl i shed cent er l i ne bet ween l i ne post s. Repai r def ect s as di r ect ed.

3. 2. 5 Concr et e St r engt h

Pr ovi de concr et e t hat has at t ai ned at l east 75 per cent of i t s mi ni mum 28- day compr essi ve st r engt h, but i n no case sooner t han 7 cal endar days af t er pl acement , bef or e r ai l s, t ensi on wi r e, or f abr i c ar e i nst al l ed. Do not st r et ch f abr i c and wi r es or hang gat es unt i l t he concr et e has at t ai ned i t s f ul l desi gn st r engt h.

3. 2. 6 Top Rai l s

Pr ovi de t op r ai l s t hat r un cont i nuousl y t hr ough post caps or ext ensi on ar ms, bendi ng t o r adi us f or cur ved r uns. Pr ovi de expansi on coupl i ngs as r ecommended by t he f enci ng manuf act ur er .

3. 2. 7 Cent er Rai l s

Pr ovi de si ngl e pi ece cent er r ai l s bet ween post s set f l ush wi t h post s on t he f abr i c s i de, usi ng speci al of f set f i t t i ngs wher e necessar y.

3. 2. 8 Br ace Assembl y

Pr ovi de br aci ng assembl i es at end and gat e post s and at bot h s i des of cor ner and pul l post s, wi t h t he hor i zont al br ace l ocat ed at mi dhei ght of t he f abr i c.

I nst al l br ace assembl i es so post s ar e pl umb when t he di agonal r od i s under pr oper t ensi on. Pr ovi de t wo compl et e br ace assembl i es at cor ner and pul l post s wher e r equi r ed f or st i f f ness and as i ndi cat ed.

3. 2. 9 Tensi on Wi r e I nst al l at i on

I nst al l t ensi on wi r e by weavi ng t hem t hr ough t he f abr i c and t y i ng t hem t o each post wi t h not l ess t han 7- gauge gal vani zed wi r e or by secur i ng t he wi r e t o t he f abr i c wi t h 10- gauge t i es or c l i ps spaced 24 i nches on cent er .

3. 2. 10 Fabr i c I nst al l at i on

Pr ovi de f abr i c i n s i ngl e l engt hs bet ween st r et ch bar s wi t h bot t om bar bs pl aced appr oxi mat el y 1- 1/ 2 i nches above t he gr ound l i ne. Pul l f abr i c t aut and t i ed t o post s, r ai l s , and t ensi on wi r e wi t h wi r e t i es and bands.

I nst al l f abr i c on t he secur i t y s i de of f ence, unl ess ot her wi se di r ect ed.

Ensur e f abr i c r emai ns under t ensi on af t er t he pul l i ng f or ce i s r el eased.

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3. 2. 11 St r et cher Bar I nst al l at i on

Thr ead st r et cher bar s t hr ough or c l amped t o f abr i c 4 i nches on cent er and secur ed t o post s wi t h met al bands spaced 15 i nches on cent er .

3. 2. 12 Gat e I nst al l at i on

I nst al l gat es pl umb, l evel , and secur e, wi t h f ul l openi ng wi t hout i nt er f er ence. I nst al l gr ound set i t ems i n concr et e f or anchor age as r ecommended by t he f ence manuf act ur er . Adj ust har dwar e f or smoot h oper at i on and l ubr i cat ed wher e necessar y.

3. 2. 13 Ti e Wi r es

Pr ovi de t i e wi r es t hat ar e U- shaped t o t he pi pe di amet er s t o whi ch at t ached. Twi st ends of t i e wi r es not l ess t han t wo f ul l t ur ns and bent so as not t o pr esent a hazar d.

3. 2. 14 Fast ener s

I nst al l nut s f or t ensi on bands and har dwar e on t he si de of t he f ence opposi t e t he f abr i c s i de. Peen ends of bol t s t o pr event r emoval of nut s.

3. 2. 15 Zi nc- Coat i ng Repai r

Cl ean and r epai r gal vani zed sur f aces damaged by wel di ng or abr asi on, and cut ends of f abr i c, or ot her cut sect i ons wi t h speci f i ed gal vani z i ng r epai r mat er i al appl i ed i n st r i ct conf or mance wi t h t he manuf act ur er ' s pr i nt ed i nst r uct i ons.

3. 2. 16 Accessor i es I nst al l at i on

3. 2. 16. 1 Post Caps

Desi gn post caps t o accommodat e t op r ai l . I nst al l post caps as r ecommended by t he manuf act ur er .

3. 2. 16. 2 Padl ocks

Pr ovi de padl ocks f or gat e openi ngs and pr ovi de chai ns t hat ar e secur el y at t ached t o gat e or gat e post s. Pr ovi de padl ocks keyed al i ke, and pr ovi de t wo keys f or each padl ock.

3. 3 CLOSEOUT ACTI VI TI ES

Remove wast e f enci ng mat er i al s and ot her debr i s f r om t he wor k s i t e.

Submi t manuf act ur er ' s dat a i ndi cat i ng per cent age of r ecycl ed mat er i al cont ent i n pr ot ect i ve f ence mat er i al s, i ncl udi ng chai n l i nk f ence, f abr i c, and gat es t o ver i f y af f i r mat i ve pr ocur ement compl i ance.

- - End of Sect i on - -

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32 31 13 - CHAIN LINK FENCES AND GATES
32 31 13 - CHAIN LINK FENCES AND GATES
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY CONTROL
1.3.1 Certificates of Compliance

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.2 FENCES
2.2.1 Fabric
2.2.1.1 Top and Bottom Selvages
2.2.2 Posts
2.2.2.1 Metal
2.2.2.1.1 Line Posts
2.2.2.1.2 End, Corner and Pull Posts
2.2.2.2 Composite Posts
2.2.2.3 Post Tops
2.2.3 Braces and Rails
2.2.3.1 Top Rail
2.2.3.2 Center Rails Between Line Posts
2.2.3.3 Post-Brace Assembly
2.2.4 Wire Ties
2.2.5 Sleeves
2.2.6 Stretcher Bars
2.2.7 Stretcher Bar Bands
2.2.8 Tension Wire
2.2.9 Miscellaneous Hardware
2.3 GATES
2.3.1 Gate Posts
2.3.2 Gate Fabric
2.3.3 Gate Frame
2.3.4 Gate Bracing
2.3.5 Padlocks
2.3.6 Gate Hardware and Accessories
2.4 MATERIALS
2.4.1 Zinc Coating
2.4.2 Concrete
2.4.3 Grout
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Clearing and Grading
3.2 INSTALLATION
3.2.1 Security
3.2.2 Fence Installation
3.2.2.1 Post Spacing
3.2.2.2 Top and Bottom Tension Wire
3.2.3 Excavation
3.2.4 Setting Posts
3.2.4.1 Earth and Bedrock
3.2.4.2 Concrete Slabs and Walls
3.2.4.3 Bracing
3.2.4.4 Tolerances
3.2.5 Concrete Strength
3.2.6 Top Rails
3.2.7 Center Rails
3.2.8 Brace Assembly
3.2.9 Tension Wire Installation
3.2.10 Fabric Installation
3.2.11 Stretcher Bar Installation
3.2.12 Gate Installation
3.2.13 Tie Wires
3.2.14 Fasteners
3.2.15 Zinc-Coating Repair
3.2.16 Accessories Installation
3.2.16.1 Post Caps
3.2.16.2 Padlocks

3.3 CLOSEOUT ACTIVITIES

File details come from the government source that posted it. Updated .