W912P519B0002_Technical_Specifications.pdf

Solicitation No. W912P519B0002

US Army Corps Of Engineers Nashville District

Loyall, Kentucky Slope Failure Design Deficiency

Upper Cumberland River Basin Loyall, Kentucky Harlan County, Kentucky

TECHNICAL SPECIFICATIONS

RTA – Certified Final

December 2018

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Loyal l Sl ope Fai l ur e Desi gn Def i c i ency Upper Cumber l and Ri ver Basi n W912P519B0002 Loyal l , Har l an Count y, Kent ucky

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUI REMENTS

01 22 00 PRI CE AND PAYMENT PROCEDURES

01 32 01. 10 PROJECT SCHEDULE FOR SMALL CONTRACTS

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 QUALI TY CONTROL

01 45 00. 15 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMI TTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 SLOPE REI NFORCEMENT

31 05 22 GEOTEXTI LES USED AS FI LTERS

31 23 05 EXCAVATION

31 23 06 BLASTING

31 23 07 ROCK SLOPE SCALI NG

31 68 13 REI NFORCEMENT FOR SLOPE PROTECTI ON

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 51 39 PIEZOMETERS

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13. 16 VEHI CLE CRASH BARRI ERS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 STONE PROTECTI ON

- - End of Pr oj ect Tabl e of Cont ent s - -

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SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

1. 2 SCOPE

1. 2. 1 Sl i de Mat er i al Excavat i on

1. 2. 2 Di sposal of Excavat ed Mat er i al s

1. 2. 3 Rock But t r ess

1. 2. 4 Si t e Rest or at i on

1. 3 LOCATI ON AND ACCESS

1. 3. 1 Locat i on

1. 3. 2 Access t o Si t e

1. 4 COORDI NATI ON CONFERENCES

1. 5 PARTNERI NG

1. 6 REFERENCES

1. 7 PROJECT SI GNS

1. 7. 1 Gener al

1. 7. 2 Mat er i al s

1. 7. 3 Pai nt i ng

1. 7. 4 Er ect i on and Mai nt enance

1. 8 CONTRACTOR' S STAGI NG AREA

1. 9 DAI LY CLEANUP AND DI SPOSAL

1. 10 PROTECTI ON AND RESTORATI ON OF EXI STI NG FACI LI TI ES

1. 11 EVALUATI ON OF CONTRACTOR PERFORMANCE

1. 12 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

1. 13 CONTRACT EMPLOYEES

1. 14 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTI ON

3. 1 SURVEY REQUI REMENTS

3. 1. 1 Pr e Const r uct i on Sur veys

3. 1. 2 I n- Pr ogr ess Sur veys

3. 1. 3 Fi nal As- Bui l t Sur vey

3. 1. 4 Fi el d Sur vey Submi t t al s

3. 1. 5 Coor di nat i on Wi t h t he Gover nment

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

SECTI ON 01 00 00 Page 1

SECTI ON 01 00 00

GENERAL REQUI REMENTS

PART 1 GENERAL

1. 1 GENERAL

Thi s sect i on compr i ses an expl anat i on of t he gener al cont r act r equi r ement s needed t o accompl i sh t he wor k f or t he i t ems descr i bed i n t he bi ddi ng schedul e. Thi s sect i on i s not i nt ended t o be al l encompassi ng i n t he descr i pt i ons. Al l wor k speci f i ed her ei n shal l be accompl i shed i n accor dance wi t h t he pr ocedur es pr escr i bed i n t he speci f i cat i ons and cont r act dr awi ngs.

1. 2 SCOPE

The di ver si on channel , ear t hen embankment s, f l oodwal l , and cl osur e st r uct ur es near Loyal l , KY wer e const r uct ed and compl et ed as par t of t he Har l an Fl ood Pr ot ect i on Pr oj ect i n 1999. These const r uct i on ef f or t s wer e t he t hi r d and f i nal phase of t he pr oj ect . The pr oj ect was const r uct ed t o di ver t t he pot ent i al l y damagi ng Cumber l and Ri ver f l ows f r om t he t own cent er i n Loyal l , Ky. , and al so pr ovi de pr ot ect i on t o Ri o Vi st a. The pr evi ous Cumber l and Ri ver channel i s now used f or i nt er i or dr ai nage pur poses dur i ng st or m event s. Recent l y, a s l i de devel oped t hat i s t hr eat eni ng t he Wi x- Howar d Cemet er y. Thi s was f i r st obser ved i n Febr uar y 2016 af t er sever al mont hs of s i gni f i cant r ai nf al l . Gr ound movement of t hi s t ype i s most of t en t r i gger ed by a r i s i ng wat er t abl e, usual l y caused by r ai n, i ncr easi ng hydr ost at i c f or ces on a bl ock of r ock del i neat ed by di scont i nui t i es. Due t o t hese addi t i onal f or ces and t he f ai l ur e pl ane dayl i ght i ng i n t he cut , r ock on t he f ace of t he di ver si on channel cut has shi f t ed out war d t owar d t he r i ver , and t he sl i de has dest abi l i zed a por t i on of t he Wi x- Howar d Cemet er y, wi t h sever al gr aves of hi st or i cal s i gni f i cance l ocat ed wi t hi n and adj acent t o t he s l i de mass.

The pr oj ect gener al l y consi st s of r emoval of t he s l i de mass, scal i ng and st abi l i z i ng t he s l ope, and pl aci ng a r ock but t r ess agai nst t he r emai ni ng slope.

1. 2. 1 Sl i de Mat er i al Excavat i on

Removal of t he s l i de mat er i al wi l l be per f or med usi ng a t op- down appr oach t o excavat e t he s l i de mass i n up t o 15 f oot l i f t s , st abi l i z i ng t he s l ope f ace as excavat i on pr ogr esses. Excavat i on wi l l gener al l y be by mechani cal met hods, wi t h bl ast i ng t o br eak up l ar ge r ock masses. Sl ope st abi l i z t i on measur es shal l i ncl ude scal i ng, r ock bol t r ei nf or cement , and geogr i d or ot her mat er i al , as desi gned by t he cont r act or ' s geot echni cal engi neer and/ or geol ogi st and appr oved Cont r act i ng Of f i cer ' s Repr esent at i ve.

1. 2. 2 Di sposal of Excavat ed Mat er i al s

An onsi t e di sposal ar ea i s avai l abl e at t he east end of t he di ver si on cut , on t he nor t h bank of t he cut , see dr awi ngs f or l ocat i on. The cont r act or wi l l be r esponsi bl e f or devel opment and mai nt anence of t he di sposal s i t e and al l haul r oads used f r om t he excavat i on t o t he di sposal s i t e. Thi s i ncl udes any publ i c r oads used f or haul i ng and ut i l i t es t o be pr ot ect ed or

SECTI ON 01 00 00 Page 2 r el ocat ed t o f aci l i t at e haul age.

1. 2. 3 Rock But t r ess

The r ock but t r ess shal l consi st of shot r ock, const r uct ed and compact ed i n l i f t s , and cover ed wi t h r i pr ap ar mor , as descr i bed i n t he speci f i cat i ons.

1. 2. 4 Si t e Rest or at i on

Af t er compl et i on of excavat i on and i nst al l at i on of t he r ock but t r ess, t he s i t e shal l be r est or ed, as shown i n t he dr awi ngs. Feat ur es of wor k i ncl ude soi l s l ope st abi l i z t i on at t he t op of t he excavat i on ut i l i z i ng gabi on basket s, i nst al l at i on of guar dr ai l s, r emoval of t empor ar y access r oads, and seedi ng and mul chi ng.

1. 3 LOCATI ON AND ACCESS

1. 3. 1 Location

The pr oj ect i s l ocat ed al ong t he Cumber l and Ri ver , Town of Loyal l , Har l an Count y, KY, as shown i n t he dr awi ngs. The sl i de i s on t he nor t h wal l of t he di ver si on channel , i mmedi at el y adj acent t o t he Wi x- Howar d Cemet er y.

1. 3. 2 Access t o Si t e

The pr i mar y access t o t he s i t e i s Cemet er y Road, l ocat ed on Hi ghway 840, next t o t he Loyal l Chur ch of Chr i st i n Loyal l , KY. A secondar y access, and access t o t he di sposal s i t e i s on Car t er Ave, l ocat ed appr oxi mat el y 800 f eet nor t h of Cemet er y Road.

1. 4 COORDI NATI ON CONFERENCES

Rout i ne coor di nat i on conf er ences wi l l be schedul ed by t he Cont r act i ng Of f i cer t hr oughout t he l i f e of t hi s cont r act . Coor di nat i on conf er ences wi l l be hel d t o di scuss cont r act admi ni st r at i on, Cont r act or qual i t y cont r ol , phasi ng, schedul i ng, and ot her aspect s r el at i ng t o t hi s wor k. The Cor ps of Engi neer s and t he Cont r act or wi l l be r epr esent ed at each of t hese meet i ngs. Coor di nat i on conf er ences wi l l be schedul ed t o occur when not i f i ed by t he Cont r act i ng Of f i cer .

1. 5 PARTNERING

I n or der t o most ef f ect i vel y accompl i sh t hi s cont r act , t he Gover nment ur ges t he Cont r act or t o j oi n t he Gover nment i n est abl i shi ng a cohesi ve and pr of essi onal pr oj ect management t eam. Thr ough t hi s " par t ner i ng" r el at i onshi p bot h ent i t i es woul d st r i ve t o dr aw on t he st r engt hs of each or gani zat i on f or t he ul t i mat e goal of assur i ng t hat t he pr oj ect ' s i nt ended r esul t s ar e achi eved, wi t hi n budget and on schedul e. Thi s endeavor seeks an envi r onment t hat nur t ur es t eam bui l di ng, cooper at i on and t r ust bet ween t he Gover nment and t he Cont r act or . The par t ner i ng r el at i onshi p woul d be bi l at er al i n make- up, and par t i c i pat i on wi l l be t ot al l y vol unt ar y.

At t he di scr et i on of each ent i t y, a j oi nt pr oj ect management t eam " par t ner i ng" conf er ence wi l l be schedul ed. The conf er ence wi l l be at t ended by mul t i pl e of f i cer s f r om each or gani zat i on r epr esent i ng management and t he key j obsi t e st af f of each ent i t y. An appoi nt ed i ndi v i dual woul d chai r t he conf er ence and t he Cont r act or wi l l be r esponsi bl e t o est abl i sh i t s agenda and di st r i but e mi nut es of t he meet i ng. A pr of essi onal f aci l i t at or accept abl e t o bot h par t i es woul d l ead

SECTI ON 01 00 00 Page 3 t he par t i c i pant s of t he sessi on, t hr ough t he st eps of t eam bui l di ng and t he f or mat i on of a pr obl em sol v i ng mechani sm wi t hi n t he gr oup. The conf er ence dur at i on woul d be no mor e t han one day. Locat i on and accommodat i ons f or t he conf er ence woul d be agr eed upon by bot h ent i t i es.

Al l cost s i n connect i on wi t h r ent ed f aci l i t i es and t he f aci l i t at or woul d be shar ed equal l y by t he Gover nment and t he Cont r act or . Each or gani zat i on woul d pay ot her cost s of i t s r espect i ve empl oyees at t endi ng t he conference.

Addi t i onal par t ner i ng sessi ons woul d be hel d i nt er mi t t ent l y.

I mpl ement at i on of t he par t ner i ng concept and phi l osophy woul d be an on- goi ng pr ocess.

1. 6 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s sect 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.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EP 310- 1- 6a ( 2006) Si gn St andar ds Manual , VOL 1

EP 310- 1- 6b ( 2006) Si gn St andar ds Manual , VOL 2, Appendices

1. 7 PROJECT SI GNS

Fur ni sh and er ect wi t hi n 30 cal endar days af t er i ssue of t he Task Or der , at t he l ocat i on di r ect ed, a PROJECT I DENTI FI CATI ON SI GN and a SAFETY PERFORMANCE SI GN. Conf or m t o t he r equi r ement s of EP 310- 1- 6a, EP 310- 1- 6b, and Sect i on 01 00 00 GENERAL REQUI REMENTS. Name t he pr oj ect as f ol l ows:

1. 7. 1 General

Fur ni sh and er ect , wi t hi n 15 cal endar days af t er i ssuance of t he Not i ce t o Pr oceed, a PROJECT I DENTI FI CATI ON SI GN and a SAFETY PERFORMANCE SI GN at t he l ocat i on di r ect ed by t he Cont r act i ng Of f i cer . Let t er s i gns on one si de onl y and conf or m t o EP 310- 1- 6a ( Sect i on 16) , EP 310- 1- 6b, and t o t he det ai l s and col or s shown on t he sket ches at t ached at t he end of Sect i on 01 95 00 FORMS AND ATTACHMENTS. Name t he pr oj ect as f ol l ows:

LOYALL SLOPE FAI LURE DESI GN DEFI CI ENCY

1. 7. 2 Materials

Const r uct t he s i gn wi t h a f ace sheet of 3/ 4 i nch ext er i or gr ade pl ywood mount ed on a subst ant i al f r amewor k of t r eat ed 4- i nch by 4- i nch mat er i al .

Scr ews shal l be commer ci al qual i t y and of s i zes shown.

1. 7. 3 Painting

Appl y one pr i me coat and t wo f i ni sh coat s of ext er i or oi l pai nt t o s i gns and post bef or e l et t er i ng. Appl y l et t er s and t r i m t o one si de onl y usi ng one coat of enamel of col or , st y l e, and si ze shown.

1. 7. 4 Er ect i on and Mai nt enance

Er ect s i gns at t he l ocat i ons desi gnat ed by t he Cont r act i ng Of f i cer . Si gns

SECTI ON 01 00 00 Page 4 shal l be pl umb and backf i l l of post hol es shal l be wel l t amped t o pr oper l y suppor t t he s i gns t hr oughout t he l i f e of t he cont r act . Mai nt ai n s i gns i n good condi t i on unt i l compl et i on of t he cont r act . Remove si gns f r om t he si t e upon f i nal accept ance of t he cont r act wor k.

1. 8 CONTRACTOR' S STAGI NG AREA

The Cont r act or wi l l be assi gned an ar ea wi t hi n or near t he pr oj ect s i t e f or use as a st agi ng ar ea, see dr awi ngs f or avai l abl e wor k ar ea. The bui l di ng of st r uct ur es, t he er ect i on of t ent s or ot her f or ms of pr ot ect i on wi l l be per mi t t ed onl y at such pl aces as t he Gover nment shal l appr ove, and t he sani t ar y condi t i ons of t he gr ounds i n or about such st r uct ur es shal l at al l t i mes be mai nt ai ned i n a sat i sf act or y manner . Tempor ar y Cont r act or f aci l i t i es pr ovi ded dur i ng Const r uct i on shal l be r emoved pr i or t o f i nal accept ance f r om t he Gover nment . As a mi ni mum t he ar ea shal l be l ef t l ooki ng " br oom cl ean" and at l east as c l ean as bef or e t he st r uct ur e placement.

1. 9 DAI LY CLEANUP AND DI SPOSAL

Wor k ar eas shal l be kept r easonabl y neat on a dai l y basi s. Debr i s r esul t i ng f r om t he wor k, such as empt y pai nt cans, packi ng cases, scr ap l umber , oi l and gr ease spi l l s , and ot her debr i s shal l be col l ect ed, r emoved, and di sposed of of f - s i t e t o an appr oved f aci l i t y at l east once per week.

1. 10 PROTECTI ON AND RESTORATI ON OF EXI STI NG FACI LI TI ES

Exi st i ng f aci l i t i es shal l be pr ot ect ed whet her or not shown on t he dr awi ngs. Upon compl et i on of t he wor k, exi st i ng f aci l i t i es, not i ncl uded as a por t i on of t he wor k, shal l be l ef t i n a condi t i on equal t o t he or i gi nal condi t i on pr i or t o t he cont r act . Cost s f or r epai r and r est or at i on of any f aci l i t i es shal l be consi der ed t o be i nci dent al t o and i ncl uded i n t he cont r act pr i ce.

1. 11 EVALUATI ON OF CONTRACTOR PERFORMANCE

The Cont r act or ' s per f or mance wi l l be eval uat ed i n accor dance wi t h FAR Par t

42. 15 i n t he ar eas of qual i t y, schedul e, cost cont r ol , management , ut i l i zat i on of smal l busi nesses, and r egul at or y compl i ance at mi ni mum.

The eval uat i on wi l l i ncl ude a wr i t t en nar r at i ve and r at i ng of ei t her except i onal , ver y good, sat i sf act or y, mar gi nal , or unsat i sf act or y f or each. The f or mat f or t he eval uat i on i s at t ached at t he end of Sect i on

01 95 00 FORMS AND ATTACHMENTS.

The Cont r act or ' s r evi ew of t he eval uat i on shal l be compl et ed el ect r oni cal l y at t he CPARS websi t e, http://www.cpars.gov . Thi s websi t e al so i ncl udes gui dance and t he user ' s manual .

Upon cont r act awar d, t he Cont r act or shal l pr ovi de t he Cont r act i ng Of f i cer wi t h t he name and e- mai l addr ess of t he Cont r act or ' s Repr esent at i ve t o be r egi st er ed i nt o t he syst em. Fol l owi ng i ni t i al compl et i on by t he Gover nment , t he Cont r act or wi l l have si xt y ( 60) cal endar days t o r evi ew, comment , and r et ur n t he eval uat i on.

1. 12 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

I n addi t i on t o compl yi ng wi t h t he r equi r ement s out l i ned i n FAR Subpar t

SECTI ON 01 00 00 Page 5

22. 13 Equal Oppor t uni t y f or Vet er ans, FAR Cl ause 52. 222- 35 Equal Oppor t uni t y f or Vet er ans, FAR Cl ause 52. 222- 37 Empl oyement Repor t on Vet er ans, DFARS Subpar t 222. 13 Equal Oppor t uni t y f or Vet er ans and Depar t ment of Labor r egul at i ons, U. S. Ar my Cor ps of Engi neer s ( USACE) cont r act or s and subcont r act or s at al l t i er s ar e encour aged t o pr omot e t he t r ai ni ng and empl oyment of U. S. vet er ans whi l e per f or mi ng under a USACE cont r act . Whi l e no set - asi de, eval uat i on pr ef er ence, or i ncent i ve appl i es t o t he sol i c i t at i on or per f or mance under t he r esul t ant cont r act , USACE cont r act or s ar e encour aged t o seek out hi ghl y qual i f i ed vet er ans t o per f or m ser vi ces under t hi s cont r act . The f ol l owi ng r esour ces ar e avai l abl e t o assi st USACE cont r act or s i n t hei r out r each ef f or t s:

a. U. S. Depar t ment of Labor Vet er ans empl oyment : www.vets.gov/

b. Feder al vet er an empl oyment i nf or mat i on: www.fedshirevets.gov/index.aspx

c. Vet er ans’ Empl oyment and Tr ai ni ng Ser vi ce ( VETS) :

http://www.dol.gov/vets/

d. Vet er ans Oppor t uni t y t o Wor k ( VOW) Pr ogr am: http://benefits.va.gov/vow/

e. U. S. Ar my War r i or Tr ansi t i on Command Empl oyment I ndex:

http://www.wct.army.mil/modules/employers/index.html f . Hi r i ng Our Her oes i ni t i at i ve:

www.uschamberfoundation.org/hiring-our-heroes

g. Gui de t o Hi r i ng Vet er ans:

www.whitehouse.gov/sites/default/files/docs/white_house_business_council_ -_guide_to_hiring_veterans_0.pdf

1. 13 CONTRACT EMPLOYEES

a. Cont r act or , subcont r act or s, and t hei r empl oyees shal l conduct t hemsel ves i n a pr oper manner at al l t i mes. No al cohol i c bever ages or cont r ol l ed subst ances shal l be consumed by t he Cont r act or , subcont r act or or hi s/ her empl oyees whi l e on dut y.

b. The Cont r act or expr essl y agr ees t o r emove f r om t he si t e any i ndi v i dual whose cont i nued empl oyment i s deemed by t he COR t o be cont r ar y t o t he publ i c i nt er est or i nconsi st ent wi t h t he best i nt er est of t he Government.

c. The COR may r equi r e t he Cont r act or t o i mmedi at el y r emove f r om t he wor k s i t e any empl oyee who i s i ncompet ent or who endanger s per sons or pr oper t y or whose physi cal or ment al condi t i on i s such t hat i t woul d i mpai r t he empl oyee' s abi l i t y t o sat i sf act or i l y per f or m t he wor k.

Not i f i cat i on t o t he Cont r act or shal l be pr ompt l y made i n wr i t i ng i f t i me and ci r cumst ances per mi t .

1. 14 MEASUREMENT AND PAYMENT

No separ at e payment wi l l be made f or t he wor k cover ed under t hi s sect i on, except as ot her wi se pr ovi ded. The cost s t her eof shal l be i ncl uded i n t he i t em t o whi ch t he wor k per t ai ns. Payment f or t he wor k r equi r ed under t hi s cont r act wi l l made as l i s t ed i n t he bi ddi ng schedul e and as descr i bed i n Sect i on 01 22 00 PRI CE AND PAYMENT PROCEDURES.

SECTI ON 01 00 00 Page 6

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTI ON

3. 1 SURVEY REQUI REMENTS

Al l sur veys shal l be cer t i f i ed by a l and sur veyor wi t h cur r ent St at e r egi st r at i on. Sur veyor can be cer t i f i ed i n any st at e. I t i s not r equi r ed t hat t he Sur veyor be r egi st er ed i n t he St at e wher e t he wor k i s bei ng per f or med. Pr i or t o per f or mi ng any wor k under t hi s Sect i on, coor di nat e al l oper at i ons wi t h t he Gover nment ' s on- si t e r epr esent at i ve so t hat sur veys wi l l be made at t he appr opr i at e t i me. The Cont r act or shal l not i f y t he Cont r act i ng Of f i cer not l ess t han f i ve wor ki ng days i n advance of each sur vey. Al l sur veys shal l be conduct ed i n t he pr esence of t he Cont r act i ng Of f i cer or hi s desi gnat ed r epr esent at i ve unl ess t hi s r equi r ement i s wai ved by t he Cont r act i ng Of f i cer . I n t he event of unavai l abi l i t y of t he Cont r act i ng Of f i cer , t he Cont r act or shal l per f or m t he sur vey and cer t i f y t o t he Cont r act i ng Of f i cer t hat i t compl i es wi t h t he speci f i cat i ons. The Cont r act or ' s sur vey cr oss sect i ons shal l be t aken per pendi cul ar t o t he basel i ne and shal l l ay out t he basel i ne shown on t he dr awi ngs i n or der t o f aci l i t at e cr oss- sect i on sur veys as descr i bed her ei n. These hor i zont al coor di nat es shal l be i n t he Kent ucky Sout h St at e Pl ane ( US sur vey Feet ) , NAD 83 coor di nat e syst em and shal l be t o t he near est f oot wi t h accur acy of +/ - 0. 5 f oot . Cr oss- sect i ons f or al l t he Cont r act or ' s sur vey cr oss sect i ons shal l be t aken per pendi cul ar t o t he basel i ne and shal l be t he i nt er val s bet ween t he Cont r act or ' s sur vey sect i ons shoul d be one sect i on ever y 20 l i near f eet , unl ess ot her wi se speci f i ed. They shal l ext end f r om t he basel i ne past t he t oe of s l ope. Addi t i onal sect i ons at c l oser spaci ng at s i gni f i cant changes i n wor k ar ea condi t i ons may be r equi r ed, as det er mi ned appr opr i at e by t he Cont r act i ng Of f i cer . The st at i on at whi ch t he cr oss- sect i on i nt er sect s t he basel i ne shal l be used t o i dent i f y i t .

Sur veyed el evat i ons shal l r ef er ence t he same dat um used on t he dr awi ngs and shal l be t o t he near est t ent h of a f oot wi t h an accur acy of +/ - 0. 1 f oot . Addi t i onal el evat i ons and/ or soundi ngs shal l be t aken i f t he Cont r act i ng Of f i cer deems such t o be necessar y or advi sabl e. The f ol l owi ng pr ocedur es and equi pment shal l be ut i l i zed t o per f or m al l sur veys unl ess al t er nat i ve met hods ar e appr oved by t he Cont r act i ng Of f i cer .

3. 1. 1 Pr e Const r uct i on Sur veys

I n or der t o def i ne t he or i gi nal gr ound condi t i ons, t he Cont r act or shal l sur vey t he excavat i on ar ea af t er c l ear i ng and gr ubbi ng has been compl et ed.

Thi s Pr e- Const r uct i on sur vey shal l pr ovi de t he basi s by whi ch t he uni t quant i t y of excavat i on i s det er mi ned. The cont r act dr awi ngs def i ne t he cr i t er i a t hat shal l be used by t he Cont r act or t o det er mi ne t he ext ent of excavat i on needed at each sect i on. No excavat i on shal l be per f or med pr i or t o t he Cont r act i ng Of f i cer ' s appr oval of t he pr econst r uct i on sur vey.

Anot her f ul l sur vey of t he s i t e shal l be per f or med af t er excavat i on and gr adi ng i s compl et e. Sur veys f or t he pur pose of payment quant i t i es shal l be per f or med by Li DAR or s i mi l ar ot her met hod appr oved by COR.

These sur veys shal l al so be used t o det er mi ne t he pay quant i t i es f or r i pr ap st one at t he var i ous gr adat i ons shown on t he dr awi ngs and def i ned i n t he speci f i cat i ons. The r i ver bank pr ot ect i on t empl at es shown i n t he cont r act dr awi ngs def i ne t he cr i t er i a t hat shal l be used by t he Cont r act or t o det er mi ne t he ext ent of pr ot ect i on needed at each sect i on. No mat er i al pl acement shal l be per f or med pr i or t o t he Cont r act i ng Of f i cer ' s appr oval

SECTI ON 01 00 00 Page 7 of t he post - excavat i on sur vey, whi ch wi l l ser ve as t he basel i ne f or st one placement.

3. 1. 2 I n- Pr ogr ess Sur veys

The Cont r act or shal l per f or m par t i al sur veys as t he wor k pr ogr esses t o ver i f y l i nes, gr ades and t hi ckness est abl i shed f or compl et ed wor k. Sur veys made by t he Cont r act or ar e r equi r ed on each mat er i al pl aced t o det er mi ne t hat t he mat er i al s have been accept abl y pl aced i n t he wor k. At l east one i n- pr ogr ess sur vey shal l be made by t he Cont r act or as det er mi ned appr opr i at e by t he Cont r act i ng Of f i cer . Appr oval of cr oss- sect i ons based upon i n- pr ogr ess sur veys shal l not const i t ut e f i nal accept ance of t he wor k.

3. 1. 3 Fi nal As- Bui l t Sur vey

A f i nal as- bui l t sur vey shal l be per f or med af t er al l mat er i al s have been pl aced at t he s i t e and have been accept ed by t he Cont r act i ng Of f i cer . The r esul t s of t hi s sur vey wi l l be used t o check f or any vol ume of mat er i al pl aced i n excess of t hat r equi r ed by t he Cont r act Document s and t he Cont r act i ng Of f i cer , and i n t he pr epar at i on of t he as- bui l t dr awi ngs r equi r ed i n Sect i on 01 78 00 CLOSEOUT SUBMI TTALS.

3. 1. 4 Fi el d Sur vey Submi t t al s

The submi t t al of f i el d sur vey r esul t s shal l i ncl ude a l egi bl e copy of al l f i el d not es, and el ect r oni c, scal ed dr awi ngs of al l dat a, i ncl udi ng pl ot t ed cr oss sect i ons. Addi t i onal l y, al l r aw dat a shal l be submi t t ed i n a comma del i mi t ed ASCI I f i l e cont ai ni ng poi nt number , nor t hi ng, east i ng, el evat i on, and poi nt descr i pt or . Thi s i nf or mat i on shal l be cer t i f i ed by t he r egi st er ed l and sur veyor i n char ge of t he wor k.

3. 1. 5 Coor di nat i on Wi t h t he Gover nment

For t he pur pose of coor di nat i ng wi t h t he Gover nment , t he Cont r act or shal l schedul e sur veys and i nt er act i ons wi t h t he Gover nment dur i ng t he nor mal busi ness hour s of Monday t hr ough Fr i day 7: 30 a. m. t o 4: 00 p. m. Cent r al Ti me wi t h t he except i on of Feder al Hol i days. The Gover nment wi l l make ever y ef f or t t o make desi gn det er mi nat i ons and appr ove segment s of compl et ed wor k dur i ng t he per f or mance of t hi s cont r act i n a t i mel y manner .

- - End of Sect i on - -

SECTI ON 01 00 00 Page 8

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUBMI TTALS

1. 2 PAYMENT I TEMS

1. 2. 1 Mobi l i zat i on and Demobi l i zat i on

1. 2. 1. 1 Payment

1. 2. 1. 2 Uni t of Measur e

1. 2. 2 Per f or mance and Payment Bonds

1. 2. 2. 1 Payment

1. 2. 2. 2 Uni t of Measur e

1. 2. 3 Ut i l i t y Rel ocat i ons

1. 2. 3. 1 Payment

1. 2. 3. 2 Uni t of Measur e

1. 2. 4 Si t e Gr adi ng and Rest or at i on

1. 2. 4. 1 Payment

1. 2. 4. 2 Uni t of Measur e

1. 2. 5 Geogr i d

1. 2. 5. 1 Payment

1. 2. 5. 2 Measur ement

1. 2. 5. 3 Uni t of Measur e

1. 2. 6 Geot ext i l e

1. 2. 6. 1 Payment

1. 2. 6. 2 Measur ement

1. 2. 6. 3 Uni t of Measur e

1. 2. 7 Over bur den Excavat i on

1. 2. 7. 1 Payment

1. 2. 7. 2 Measur ement

1. 2. 7. 3 Uni t of Measur e

1. 2. 8 Rock ( Sl i de Mat er i al ) Excavat i on

1. 2. 8. 1 Payment

1. 2. 8. 2 Measur ement

1. 2. 8. 3 Uni t of Measur e

1. 2. 9 Rock Bol t s

1. 2. 9. 1 Payment

1. 2. 9. 2 Measur ement

1. 2. 9. 3 Uni t of Measur e

1. 2. 10 Rock Dr ai ns

1. 2. 10. 1 Payment

1. 2. 10. 2 Measur ement

1. 2. 10. 3 Uni t of Measur e

1. 2. 11 Asphal t Repavi ng

1. 2. 11. 1 Payment

1. 2. 11. 2 Measur ement

1. 2. 11. 3 Uni t of Measur e

1. 2. 12 Asphal t Repavi ng Subgr ade

1. 2. 12. 1 Payment

SECTI ON 01 22 00 Page 1

1. 2. 12. 2 Measur ement

1. 2. 12. 3 Uni t of Measur e

1. 2. 13 Pi ezomet er s

1. 2. 13. 1 Payment

1. 2. 13. 2 Measur ement

1. 2. 13. 3 Uni t of Measur e

1. 2. 14 Guar dr ai l

1. 2. 14. 1 Payment

1. 2. 14. 2 Measur ement

1. 2. 14. 3 Uni t of Measur e

1. 2. 15 KYTC Cl ass I I Chanel Li ni ng

1. 2. 15. 1 Payment

1. 2. 15. 2 Measur ement

1. 2. 15. 3 Uni t of Measur e

1. 2. 16 Channel Ar mor i ng

1. 2. 16. 1 Payment

1. 2. 16. 2 Measur ement

1. 2. 16. 3 Uni t of Measur e

1. 2. 17 Rock Backf i l l

1. 2. 17. 1 Payment

1. 2. 17. 2 Measur ement

1. 2. 17. 3 Uni t of Measur e

1. 2. 18 Rock Fi l l f or Channel Haul Road

1. 2. 18. 1 Payment

1. 2. 18. 2 Measur ement

1. 2. 18. 3 Uni t of Measur e

PART 2 PRODUCTS

PART 3 EXECUTI ON

3. 1 CONTRACT COST BREAKDOWN

SECTI ON 01 22 00 Page 2

SECTI ON 01 22 00

PRI CE AND PAYMENT PROCEDURES

PART 1 GENERAL

1. 1 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat 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- 03 Pr oduct Dat a

Wei ght Cer t i f i cat es

1. 2 PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s cont r act f or whi ch cont r act ar e l i s t ed i n t he BI DDI NG SCHEDULE and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar payment i t em, ar e i ncl uded i n t he l i s t ed pay i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The pr i ce and payment made f or each i t em l i st ed const i t ut es f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

1. 2. 1 Mobi l i zat i on and Demobi l i zat i on

1. 2. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h mobi l i zat i on and demobi l i zat i on, as def i ned i n Cont r act Cl ause 252. 236- 7004 PAYMENT FOR

MOBI LI ZATI ON AND DEMOBI LI ZATI ON.

1. 2. 1. 2 Uni t of Measur e

1. 2. 2 Per f or mance and Payment Bonds

1. 2. 2. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Per f or mance and Payment Bonds I n accor dance wi t h Cont r act Cl ause 52. 232- 5 PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS, t he pr emi ums f or per f or mance and payment bonds shal l be i ncl uded i n t he cont r act pr i ce. Payment f or t he pr emi ums f or per f or mance and payment bonds wi l l be made at t he cont r act pr i ce per Job f or " Per f or mance & Payment Bonds. " Payment s made under t hi s pr ovi s i on shal l not exceed t he amount i ncl uded f or " Per f or mance & Payment Bonds, " whi ch payment shal l t ake i nt o consi der at i on any di scount s or r ebat es t o t he Cont r act or f r om t he Sur et y. The Cont r act or i s advi sed t hat

SECTI ON 01 22 00 Page 3 t he pay i t em " Per f or mance & Payment Bonds" i s onl y f or t he cost of bonds.

Ot her cost s shoul d be al l ocat ed t o t he appr opr i at e bi d i t ems.

1. 2. 2. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 2. 3 Ut i l i t y Rel ocat i ons

1. 2. 3. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h ut i l i t y r el ocat i ons.

1. 2. 3. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 2. 4 Si t e Gr adi ng and Rest or at i on

1. 2. 4. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h s i t e gr adi ng and r est or at i on as speci f i ed i n Sect i on 31 00 00 EARTHWORK and as shown i n t he cont r act dr awi ngs.

1. 2. 4. 2 Uni t of Measur e

Uni t of measur e: Job.

1. 2. 5 Geogrid

1. 2. 5. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ocur i ng and i nst al l i ng geogr i d as shown i n t he cont r act dr awi ngs and speci f i ed i n Sect i on 31 05 21 GEOGRI D SLOPE REI NFORCEMENT. Payment f or pl aci ng geogr i d wi l l be made at t he cont r act uni t pr i ce per squar e yar d ( SY) f or " Geogr i d, " and wi l l const i t ut e f ul l compensat i on t o t he Cont r act or f or pr ovi di ng al l pl ant , l abor , mat er i al , and equi pment and per f or mi ng al l oper at i ons necessar y f or t he compl et e and sat i sf act or y i nst al l at i on of t he geogr i d.

1. 2. 5. 2 Measurement

I nst al l ed geogr i d wi l l be measur ed f or payment i n pl ace t o t he near est squar e yar d ( SY) . Over l aps f or spl i ces ( i f al l owed) and f or t he Cont r act or ' s conveni ence wi l l not be measur ed f or payment .

Payment wi l l be made at t he r espect i ve uni t pr i ce l i s t ed on t he bi ddi ng schedul e. Payment wi l l be f ul l compensat i on f or f ur ni shi ng al l mat er i al , l abor , equi pment , suppl i es and i nci dent al s t o compl et e t he wor k.

1. 2. 5. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d ( SY) .

1. 2. 6 Geotextile

1. 2. 6. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h pr ocur i ng and i nst al l i ng

SECTI ON 01 22 00 Page 4 geot ext i l e as shown i n t he cont r act dr awi ngs and speci f i ed i n Sect i on 31 05 22 GEOTEXTI LES USED AS FI LTERS. Payment f or pl aci ng geot ext i l e wi l l be made at t he cont r act uni t pr i ce per squar e yar d ( SY) f or " Geot ext i l e Fabr i c, " and wi l l const i t ut e f ul l compensat i on t o t he Cont r act or f or pr ovi di ng al l pl ant , l abor , mat er i al , and equi pment and per f or mi ng al l oper at i ons necessar y f or t he compl et e and sat i sf act or y i nst al l at i on of t he geotextile.

1. 2. 6. 2 Measurement

I nst al l ed geot ext i l es wi l l be measur ed f or payment i n pl ace t o t he near est squar e yar d of pr ot ect ed ar ea. The f ol l owi ng i t ems ar e i ncl uded i n t he uni t pr i ce f or Geot ext i l es and wi l l not be count ed a second t i me i n t he pr ocess of det er mi ni ng t he ext ent of geot ext i l e pl aced: Mat er i al and associ at ed equi pment and oper at i on used i n l aps, seams, or ext r a l engt h;

secur i ng pi ns and associ at ed mat er i al , equi pment , and oper at i ons. No payment wi l l be made f or geot ext i l es r epl aced because of wast e, cont ami nat i on, damage, r epai r , or due t o Cont r act or f aul t or negl i gence.

1. 2. 6. 3 Uni t of Measur e

Uni t of measur e: Squar e Yar d ( SY) .

1. 2. 7 Over bur den Excavat i on

1. 2. 7. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h excavat i on as shown i n t he cont r act dr awi ngs and speci f i ed i n Sect i on 31 00 00 EARTHWORK and Sect i on 31 23 05 EXCAVATI ON. Payment wi l l be made at t he uni t pr i ce per cubi c yar d f or " Over bur den Excavat i on. " Thi s pr i ce i ncl udes consi der at i on f or per f or mi ng r equi r ed excavat i on and ot her oper at i ons i nci dent al t her et o, Cont r act or - f ur ni shed di sposal ar ea( s) and di sposi t i on of excess excavat ed mat er i al and unsui t abl e and f r ozen mat er i al s.

1. 2. 7. 2 Measurement

The uni t of measur ement f or excavat i on and bor r ow wi l l be t he cubi c yar d, comput ed by t he r esul t s of a Li DAR sur vey or ot her met hod appr oved by t he cont r act i ng of f i cer . The i ni t i al Li DAR sur vey shal l be compl et ed bef or e excavat i on oper at i ons begi n and r epeat ed af t er excavat i on oper at i ons ar e compl et ed. A f i nal Li DAR sur vey wi l l need t o be compl et ed at t he end of f i l l oper at i ons when t he si t e i s at f i nal conf i gur at i on. The mat er i al vol umes det er mi ned f r om t he compar i son of t he i ni t i al s i t e sur f ace cont our s t o t he f i nal excavat i on Li DAR sur veys wi l l be t he basi s f or payment , measur i ng t he vol ume of cubi c yar ds of mat er i al .

1. 2. 7. 3 Uni t of Measur e

Uni t of measur e: Cubi c Yar d ( CY) .

1. 2. 8 Rock ( Sl i de Mat er i al ) Excavat i on

Payment wi l l be made f or r ock excavat i on of s l i de mat er i al as speci f i ed i n Sect i on 31 23 05 EXCAVATI ON.

1. 2. 8. 1 Payment

Payment f or excavat i on wi l l be made onl y f or t he vol ume of mat er i al s

SECTI ON 01 22 00 Page 5 act ual l y r emoved by t he Cont r act or , and onl y f or t he mat er i al excavat ed wi t hi n t he excavat i on l i mi t s shown on t he dr awi ngs or est abl i shed i n t he f i el d by t he Cont r act i ng Of f i cer ' s Repr esent at i ve. Payment f or any gi ven vol ume of excavat i on wi l l not be made under mor e t han one cl assi f i cat i on of excavat i on. Over - excavat i on and subsequent backf i l l i ng of excavat i ons necessar y t hr ough t he f aul t or negl i gence of t he Cont r act or shal l be at no addi t i onal cost t o t he Gover nment . Over - excavat i on on per manent s l opes made by t he Cont r act or wi t hout f aul t or negl i gence excl udi ng t he vol ume of t he t ol er ance wi l l be pai d f or at t he cont r act uni t pr i ce, " Rock Excavat i on" . No separ at e payment shal l be made f or dewat er i ng, sur veyi ng, bl ast i ng, hoe- r ammi ng, r i ppi ng, mucki ng, scal i ng, dr essi ng and t r i mmi ng, r ock sur f ace cl eanups, sandbaggi ng, sur veyi ng f or det er mi nat i on of excavat i on quant i t i es and mai nt ai ni ng t he excavat i on i n a dewat er ed st at e.

No separ at e payment wi l l be made f or t he excavat i on of r ock used as t empor ar y f i l l f or t he conveni ence of t he Cont r act or dur i ng t he cour se of const r uct i on. No separ at e payment wi l l be made f or sheet i ng and shor i ng necessar y t o pr oduce a saf e wor k envi r onment . These ar e consi der ed i nci dent al t o Rock Excavat i on.

1. 2. 8. 2 Measurement

At a mi ni mum, pr e- const r uct i on, compl et ed excavat i on and post const r uct i on sur veys of t he excavat i on ar ea shal l be made under t hi s cont r act . Al l quant i t y comput at i ons f or payment of excavat ed mat er i al s wi l l be based on t he i ni t i al sur vey and addi t i onal sur veys as speci f i ed i n Sect i on 31 23 05 EXCAVATI ON wi t hout r egar d t o any changes t hat may occur dur i ng t he execut i on of t he wor k. Al l excavat ed mat er i al quant i t y comput at i ons f or payment wi l l be made usi ng t he compar i son of t he pr e and post Li DAR sur veys or ot her met hod appr oved by t he COR. The Cont r act i ng Of f i cer ' s Repr esent at i ve wi l l make al l deci s i ons concer ni ng cl assi f i cat i on of t he excavat ed mat er i al s. Excavat ed quant i t i es wi l l be measur ed t o t he near est cubi c yar d.

The mat er i al ext ent s t o be excavat ed ar e shown i n det ai l on t he s i t e excavat i on pl ans, whi ch i ncl ude cr oss- sect i ons t aken ever y 20 f eet al ong t he pr oj ect basel i ne ( sect i on XC- XC' ) . Unl ess di r ect ed by t he Cont r act i ng Of f i cer , any addi t i onal mat er i al excavat ed beyond t hese desi gnat ed l i mi t s wi l l be per f or med at t he cost of t he Cont r act or .

Due t o t he engi neer ed sl ope but t r ess desi gn of t he s l i de r emedi at i on, i t i s cr i t i cal t hat t he excavat on l i mi t s be f ol l owed accur at el y t o ensur e t he st abi l i t y of t he r ock mass t hat r emai ns i nt act . As t he l i mi t s of excavat i on ar e bei ng r eached, t he Cont r act or shal l have t he l i mi t s c l ear l y mar ked i n t he f i el d and use an accur at e met hod t o di r ect t he excavat i on cr ew as t o when excavat i on l i mi t s ar e r eached. Due t o possi bl e dest abi l i zat i on of t he i nt act r ock mat er i al t hat i s t o r emai n, t he excavat i on l i mi t s ar e a cr i t i cal speci f i cat i on t o be mai nt ai ned. The excavat i on st ages ar e ant i c i pat ed t o be i n benches 10 f eet i n hei ght , but may be r educed i f unst abl e r ock i s encount er ed and r ock anchor s need t o be i nst al l ed t o st abi l i ze t he cut f ace.

1. 2. 8. 3 Uni t of Measur e

Uni t of measur e: Cubi c Yar d ( CY)

SECTI ON 01 22 00 Page 6

1. 2. 9 Rock Bol t s

1. 2. 9. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h f ur ni shi ng and successf ul l y i nst al l i ng bol t s wi t h bear i ng pl at e as speci f i ed i n Sect i on 31 68 13 REI NFORCEMENT FOR SLOPE PROTECTI ON. Payment f or r ock bol t s wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Rock Bol t s. " Dr i l l i ng bol t hol es, gr out , cent r al i zer s and ot her anci l l ar y i t ems used t o i nst al l bol t s ar e i ncl uded i n t hi s payment i t em. No payment wi l l be made f or bol t s whi ch do not meet t he accept ance cr i t er i a.

1. 2. 9. 2 Measurement

Rei nf or cement bol t s wi l l be measur ed f or payment t o t he near est f oot , based upon t he t ot al l i near f eet of bol t successf ul l y i nst al l ed, measur ed f r om t he end of t he bol t t o t he t op of t he t i ght ened hex nut at t he bol t head, i n accor dance wi t h t he speci f i cat i ons. The COR shal l be onsi t e t o ver i f y bol t measur ement f or payment . The Cont r act or shal l not i f y t he COR a mi ni mum of 48 hour s i n advance of measur ement s.

1. 2. 9. 3 Uni t of Measur e

Uni t of measur e: Li near Foot ( LF) .

1. 2. 10 Rock Dr ai ns

1. 2. 10. 1 Payment

Payment wi l l be made f or cost s associ at ed successf ul l y i nst al l i ng dr ai ns as speci f i ed i n Sect i on 31 68 13 REI NFORCEMENT FOR SLOPE PROTECTI ON.

Payment f or r ock dr ai ns wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Rock Dr ai ns. " No payment wi l l be made f or dr ai ns whi ch do not meet t he accept ance cr i t er i a.

1. 2. 10. 2 Measurement

Rock dr ai ns wi l l be measur ed f or payment t o t he near est f oot , based upon t he t ot al l i near f eet of dr ai n successf ul l y i nst al l ed, measur ed f r om t he bot t om of hol e t o t he hol e col l ar , i n accor dance wi t h t he speci f i cat i ons.

The COR shal l be onsi t e t o ver i f y measur ement f or payment . The Cont r act or shal l not i f y t he COR a mi ni mum of 48 hour s i n advance of measur ement s.

1. 2. 10. 3 Uni t of Measur e

Uni t of measur e: Li near Foot ( LF) .

1. 2. 11 Asphal t Repavi ng

1. 2. 11. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Asphal t Repavi ng i ncl udi ng r emoval of exi st i ng damaged pavement , f ur ni shi ng, t r anspor t i ng, pl aci ng, and const r uct i ng asphal t pavement as speci f i ed i n Sect i ons 32 12 16.

1. 2. 11. 2 Measurement

Pavement wi l l be measur ed f or payment i n pl ace t o t he near est t on ( 2, 000 pounds) by wei ghi ng each t r uckl oad t o t he near est 0. 1 t on and t he f i nal

SECTI ON 01 22 00 Page 7 quant i t y of t he whol e sum wi l l be r ounded t o t he near est whol e t on. The asphal t wi l l be measur ed f or payment by a publ i c wei ghmast er on cer t i f i ed publ i c scal es. Quar r y wei ght s wi l l be accept ed upon pr ovi di ng cur r ent r ecor d of scal es cer t i f i cat i on and cal i br at i on t o t he gover nment r epr esent at i ve" . Scal es shal l be of suf f i c i ent l engt h t o per mi t s i mul t aneous wei ghi ng al l axl e l oads. The Cont r act i ng Of f i cer shal l be pr ovi ded wi t h cer t i f i ed wei ght cer t i f i cat es f ur ni shed by a publ i c wei ghmast er f or each t r uckl oad of asphal t at t i me of del i ver y. At a mi ni mum, al l wei ght t i cket s shal l have t he cont r act number or pr oj ect name, t he gr oss wei ght , t he vehi c l e i dent i t y and empt y wei ght and t he net l oad wei ght . Scal es t hat pr oduce t hi s i nf or mat i on pr i nt ed on t he wei ght t i cket s ar e pr ef er r ed. Payment wi l l be made at t he r espect i ve uni t pr i ce l i s t ed on t he bi ddi ng schedul e. Payment wi l l be f ul l compensat i on f or f ur ni shi ng al l mat er i al , l abor , equi pment , suppl i es and i nci dent al s t o compl et e t he wor k.

No measur ement wi l l be t aken f or mat er i al pl aced i n excess of t he speci f i ed t ol er ances.

No measur ement wi l l be t aken f or any ext r a mat er i al s, met hods, or const r uct i on t echni ques, det er mi ned by t he COR not t o be a par t of t he speci f i ed const r uct i on, used t o pr ot ect , mai nt ai n, or r epai r any por t i on of t he uncompl et ed wor k dur i ng t he wi nt er mont hs.

No measur ement wi l l be t aken f or t he f i l l i ng of cor e sampl e hol es of asphal t mi xt ur es f or payment and wi l l consi der t hem i nci dent al t o t he asphal t mi xt ur e.

Any r eshapi ng of shoul der s and exi st i ng r oadway beds pr i or t o Asphal t pl acement s and r emoval of exi st i ng damaged pavement shal l be consi der ed I NCI DENTAL t o const r uct i on.

No measur ement wi l l be t aken f or ant i - st r i p addi t i ve. I t wi l l be consi der ed i nci dent al t o t he asphal t mi xt ur e.

1. 2. 11. 3 Uni t of Measur e

Uni t of measur e: Ton ( 2, 000 pounds) .

1. 2. 12 Asphal t Repavi ng Subgr ade

1. 2. 12. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Asphal t Repavi ng Subgr ade pl acement whi ch i ncl udes f ur ni shi ng, t r anspor t i ng, st ockpi l i ng ( i f appl i cabl e) , pl aci ng, and const r uct i ng t he subgr ade as speci f i ed i n Sect i ons 35 31 19 STONE PROTECTI ON and 32 11 23 AGGREGATE BASE COURSE.

Excavat i on f or r i pr ap embedment and f i l t er f abr i c pr ocur ement , del i ver y and pl acement shal l be consi der ed i nci dent al t o st one pr ot ect i on pl acement .

1. 2. 12. 2 Measurement

Pavement subgr ade wi l l be measur ed f or payment i n pl ace by t he cubi c yar d. Payment wi l l be made at t he r espect i ve uni t pr i ce l i s t ed on t he bi ddi ng schedul e. Payment wi l l be f ul l compensat i on f or f ur ni shi ng al l mat er i al , l abor , equi pment , suppl i es and i nci dent al s t o compl et e t he wor k.

SECTI ON 01 22 00 Page 8

1. 2. 12. 3 Uni t of Measur e

Uni t of measur e: Cubi c Yar d ( CY) .

1. 2. 13 Piezometers

1. 2. 13. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h f ur ni shi ng and successf ul l y i nst al l i ng pi ezomet er s as speci f i ed i n Sect i on 33 51 39 PI EZOMETERS.

Payment f or pi ezomet er s wi l l be made at t he cont r act uni t pr i ce per l i near f oot ( LF) f or " Pi ezomet er s. " Dr i l l i ng pi ezomet er hol es, pr ovi di ng cor e, t el evi ewer l oggi ng, gr out , r i ser s, scr eens, cent r al i zer s, bent oni t e, f i l t er sand, concr et e pad, guar d post s, out er casi ng and ot her anci l l ar y i t ems used t o i nst al l pi ezomet er s ar e t o be i ncl uded i n t hi s payment i t em.

No payment wi l l be made f or pi ezomet er s whi ch do not meet t he accept ance criteria.

1. 2. 13. 2 Measurement

Pi ezomet er s wi l l be measur ed f or payment t o t he near est f oot , based upon t he t ot al l i near f eet of pi ezomet er successf ul l y i nst al l ed, measur ed f r om t he gr ound sur f ace t o t he bot t om wel l scr een, i n accor dance wi t h t he speci f i cat i ons. The COR shal l be onsi t e t o ver i f y measur ement f or payment . The Cont r act or shal l not i f y t he COR a mi ni mum of 48 hour s i n advance of measur ement s.

1. 2. 13. 3 Uni t of Measur e

Li near Foot ( LF) .

1. 2. 14 Guardrail

1. 2. 14. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h f ur ni shi ng and successf ul l y i nst al l i ng guar dr ai l s as speci f i ed i n Sect i on 34 71 13. 16 VEHI CLE CRASH BARRI ERS. Payment f or guar dr ai l const r uct i on wi l l be made at t he cont r act uni t pr i ce per l i near f oot f or " Guar dr ai l . " Thi s pr i ce and payment shal l const i t ut e f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , equi pment , and mat er i al s, and per f or mi ng al l oper at i ons necessar y f or const r uct i ng t he guar dr ai l as pr escr i bed by t he dr awi ngs and i n accor dance wi t h t he speci f i cat i ons. Guar dr ai l const r uct i on mat er i al s and oper at i ons i ncl ude but ar e not l i mi t ed t o del i ver y, st or age and const r uct i on i ncl udi ng post s, W beams, KYTC Ter mi nal Sect i on No. 1 ( 2 each) , bl ock- out s, t i e- i ns, and al l ot her r equi r ement s f or const r uct i ng a saf e, f unct i onal guar dr ai l syst em i n accor dance wi t h t he cont r act r equi r ement s.

1. 2. 14. 2 Measurement

Guar dr ai l wi l l be measur ed f or payment by t he Li near Foot al ong t he act ual l engt h of sat i sf act or i l y i nst al l ed guar dr ai l .

1. 2. 14. 3 Uni t of Measur e

Uni t of measur e: Li near Foot ( LF) .

SECTI ON 01 22 00 Page 9

1. 2. 15 KYTC Cl ass I I Chanel Li ni ng

1. 2. 15. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h KYTC Cl ass I I Chanel Li ni ng as speci f i ed i n Sect i on 35 31 19 STONE PROTECTI ON. Payment wi l l be made at t he cont r act uni t pr i ce per t on f or " KYTC Cl ass I I Chanel Li ni ng, " whi ch i ncl udes f ur ni shi ng, t r anspor t i ng, st ockpi l i ng ( i f appl i cabl e) , pl aci ng, and const r uct i ng t he st one pr ot ect i on.

1. 2. 15. 2 Measurement

KYTC Cl ass I I Chanel Li ni ng wi l l be measur ed f or payment by t he t on ( 2, 000 pounds) by wei ghi ng each t r uckl oad t o t he near est 0. 1 t on, and t he f i nal quant i t y of t he whol e sum wi l l be r ounded t o t he near est whol e t on. The KYTC Cl ass I I Chanel Li ni ng wi l l be measur ed f or payment by a publ i c wei ghmast er on cer t i f i ed publ i c scal es. Quar r y wei ght s wi l l be accept ed upon pr ovi di ng cur r ent r ecor d of scal es cer t i f i cat i on and cal i br at i on t o t he gover nment r epr esent at i ve" . Scal es shal l be of suf f i c i ent l engt h t o per mi t s i mul t aneous wei ghi ng al l axl e l oads. Pr ovi de t he Cont r act i ng Of f i cer wi t h cer t i f i ed wei ght cer t i f i cat es f ur ni shed by a publ i c wei ghmast er f or each t r uckl oad of st one and beddi ng mat er i al at t i me of del i ver y. At a mi ni mum, al l wei ght t i cket s shal l have t he cont r act number or pr oj ect name, t he gr oss wei ght , t he vehi c l e i dent i t y and empt y wei ght , and t he net l oad wei ght . Scal es t hat pr oduce t hi s i nf or mat i on pr i nt ed on t he wei ght t i cket s ar e pr ef er r ed.

1. 2. 15. 3 Uni t of Measur e

Uni t of measur e: Ton ( 2, 000 pounds) .

1. 2. 16 Channel Ar mor i ng

1. 2. 16. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h Channel Ar mor i ng as speci f i ed i n Sect i on 35 31 19 STONE PROTECTI ON. Payment wi l l be made at t he cont r act uni t pr i ce per t on f or " Channel Ar mor i ng, " whi ch i ncl udes f ur ni shi ng, t r anspor t i ng, st ockpi l i ng ( i f appl i cabl e) , pl aci ng, and const r uct i ng t he Channel Ar mor i ng.

1. 2. 16. 2 Measurement

Channel Ar mor i ng wi l l be measur ed f or payment by t he t on ( 2, 000 pounds) by wei ghi ng each t r uckl oad t o t he near est 0. 1 t on, and t he f i nal quant i t y of t he whol e sum wi l l be r ounded t o t he near est whol e t on. The Channel Ar mor i ng wi l l be measur ed f or payment by a publ i c wei ghmast er on cer t i f i ed publ i c scal es.