W912P518B0010_TSpecs_RTA.pdf

Solicitation No. W912P518B0010

US Army Corps Of Engineers Nashville District

Site Restoration

Center Hill Dam Caney Fork River Cumberland River Basin DeKalb County, Tennessee

Technical Specifications

Ready to Advertise (RTA)

March 2018

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FOR DUPLEX PRINTING

Si t e Rest or at i on Cent er Hi l l Dam W912P518B0010 RTA DeKal b Count y, TN

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRI CE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 35 50 PROJECT SI TE SECURI TY AND AT/ OPSEC PROCEDURES

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 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 55 26 TRAFFI C CONTROL

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 74 19 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLI TI ON AND DECONSTRUCTI ON

DI VI SI ON 03 - CONCRETE

03 30 53 MI SCELLANEOUS CAST- I N- PLACE CONCRETE

03 41 16. 08 PRECAST CONCRETE SLABS

03 42 13 PLANT- PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRI CATI ONS

05 52 00 METAL RAI LI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 10 RECREATI ON AREA SI GNAGE

10 14 53 TRAFFI C SI GNAGE

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 10 PRECAST CONCRETE COMFORT STATI ON

13 50 00 INSTRUMENTATION

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 12 21 SI NGLE- PHASE PAD- MOUNTED TRANSFORMERS

26 56 19 SI TE LI GHTI NG

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRI D SOI L REI NFORCEMENT

31 12 00 SELECTI VE CLEARI NG

PROJECT TABLE OF CONTENTS Page 1

31 22 50 CONTROLLED LOW STRENGTH MATERI AL

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 17 23 PAVEMENT MARKI NGS

32 31 26 METAL GATES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 05 24 UTI LI TY HORI ZONTAL DI RECTI ONAL DRI LLI NG

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERS

33 32 13 PACKAGED SEWAGE, EFFLUENT PUMP TYPE

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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, CHANNEL, SHORELI NE/ COASTAL PROTECTI ON FOR

STRUCTURES

35 31 19. 20 ARTI CULATI NG CONCRETE BLOCK REVETMENTS

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

PROJECT TABLE OF CONTENTS Page 2

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 DESCRI PTI ON

1. 2 COORDI NATI ON CONFERENCES

1. 3 PARTNERI NG

1. 4 REFERENCES

1. 5 SUBMI TTALS

1. 6 TEMPORARY PROJECT SI GNS

1. 6. 1 Pr oj ect and Saf et y Si gns

1. 6. 1. 1 Gener al

1. 6. 1. 2 Mat er i al s

1. 6. 1. 3 Pai nt i ng

1. 6. 1. 4 Er ect i on and Mai nt enance

1. 6. 2 Bul l et i n Boar d

1. 7 CONTRACTOR' S STAGI NG AREA

1. 8 DAI LY CLEANUP AND DI SPOSAL

1. 9 STORAGE OF EQUI PMENT AND MATERI ALS

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

1. 11 WORK BY THE GOVERNMENT CONCURRENT WI TH CONTRACTOR WORK

1. 11. 1 Cent er Hi l l Auxi l i ar y Dam Rei nf or ci ng Ber m and Lef t Ri m

St abi l i zat i on Cont r act

1. 12 EVALUATI ON OF CONTRACTOR PERFORMANCE

1. 13 VETERANS EMPLOYMENT EMPHASI S FOR U. S. ARMY CORPS OF ENGI NEERS

CONTRACTS

1. 14 PROJECT SCHEDULE

1. 15 MEASUREMENT AND PAYMENT

1. 16 LAYOUT OF WORK AND I NI TI AL SURVEYS

1. 16. 1 Layout of Wor k

1. 16. 2 Pr e- Const r uct i on Sur vey

1. 17 I NSTRUMENTATI ON PROTECTI ON

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 AVAI LABI LI TY AND USE OF UTI LI TY SERVI CES

3. 1. 1 Cont r act or Responsi bi l i t i es

3. 1. 2 I nt er r upt i ons of Ut i l i t i es

3. 1. 3 Post Const r uct i on Quant i t y and Fi nal Sur veys

3. 1. 3. 1 Quant i t y Sur veys

3. 1. 3. 1. 1 Quant i t y Sur vey Met hod f or Cubi c Yar d i t ems

3. 1. 3. 2 Post - Const r uct i on Sur veys

3. 1. 3. 3 Sur veys f or Pr ogr ess Payment s

- - 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 DESCRIPTION

Thi s sect i on of t he Speci f i cat i ons pr ovi des gener al i nf or mat i on and r equi r ement s; wor k and access r est r i ct i ons; and r equi r ed coor di nat i on wi t h ot her s.

1. 2 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 pr oj ect . 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 const r uct i on. 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. 3 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.

The f i r st st ep i n i ni t i at i ng t he concept woul d be a j oi nt pr oj ect management t eam " par t ner i ng" conf er ence 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. The i ni t i al conf er ence woul d be hel d wi t hi n t he f i r st t hi r t y ( 30) days f ol l owi ng cont r act awar d. The Resi dent Engi neer woul d chai r t he conf er ence, 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 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 of t he conf er ence woul d be of f s i t e wi t hi n a 60 mi l e r adi us of t he j obsi t e at a f aci l i t y whi ch of f er s conf er ence r ooms and f ood ser vi ce. 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 conf er ence.

Addi t i onal par t ner i ng sessi ons woul d be hel d no l ess t han bi annual 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.

SECTI ON 01 00 00 Page 2

1. 4 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. 5 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. 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- 01 Pr econst r uct i on Submi t t al s

Pr e- Const r uct i on Sur vey; G- ECD

Sur vey Equi pment I nt egr at i on Pl an; G- ECD Submi t t he pr oposed pl an f or i nt egr at i on of sur vey equi pment i nt o qual i t y cont r ol and const r uct i on pr ocess. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

De/ Unwat er i ng Pl an; G- ECD Submi t pr oposed de/ unwat er i ng pl an f or cul ver t const r uct i on.

See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

SD- 03 Pr oduct Dat a

Par ki ng Bumper ; G- ECD Submi t pr oposed pr ecast par ki ng bumper , i ncl udi ng t he pr oposed anchor i ng syst em. See Cont r act Dr awi ngs f or submi t t al requirements.

Par k Shel t er Gener al Dr ai nage Pr oduct s; G- ECD Submi t pr oposed par k shel t er gener al dr ai nage pr oduct s, not r equi r ed i n ot her speci f i cat i on sect i ons, i ncl udi ng i nst al l at i on i nst r uct i ons. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Gr i l l ; G- ECD Submi t pr oposed gr i l l f or t he par k shel t er . See Cont r act Drawings.

Tr ash Recept acl e Cont ai ner ; G- ECD Submi t pr oposed t r ash r ecept acl e cont ai ner f or t he par k shel t er . See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Par k Bench; G- ECD Submi t pr oposed par k bench f or t he par k shel t er . See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Pi cni c Tabl es; G- ECD Submi t pr oposed pi cni c t abl es f or t he par k shel t er . See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

SECTI ON 01 00 00 Page 3

Cour t esy Dock; G- ECD Submi t pr oposed cour t esy dock, i ncl udi ng t he pr oposed anchor i ng met hod. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Bar r i er Swi ng Gat e; G- ECD Submi t a compl et e desi gn of t he pr oposed bar r i er swi ng gat e and f oot i ng, i ncl ude desi gn cal cul at i ons, shop dr awi ngs, and l ocki ng mechani sm. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Bol l ar ds; G- ECD Submi t pr oposed bol l ar ds, i ncl ude shop dr awi ngs showi ng bol l ar d conf i gur at i on. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Pi pe Casi ng; G- ECD Submi t pr oposed casi ng pi pe. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

Speed Bump; G- ECD Submi t pr oposed t r af f i c cont r ol speed bump. See Cont r act Dr awi ngs f or submi t t al r equi r ement s.

SD- 11 Cl oseout Submi t t al s

Post - Const r uct i on Sur veys; G- ECD

1. 6 TEMPORARY PROJECT SI GNS

1. 6. 1 Pr oj ect and Saf et y Si gns

1. 6. 1. 1 General

The Cont r act or shal l f ur ni sh and er ect , wi t hi n 30 days af t er i ssue 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. The si gns shal l be l et t er ed on one si de onl y and shal l conf or m 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 and t o t he Si gn St andar ds Manual ( EP 310- 1- 6a and EP 310- 1- 6b) . The name of t he pr oj ect shal l be as f ol l ows:

Cent er Hi l l Dam Si t e Rest or at i on

1. 6. 1. 2 Materials

The si gn shal l be const r uct ed 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. 6. 1. 3 Painting

The si gns and post s shal l be gi ven one pr i me coat and t wo f i ni sh coat s of ext er i or oi l pai nt bef or e l et t er i ng. Let t er s and t r i m shal l be appl i ed 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. 6. 1. 4 Er ect i on and Mai nt enance

The si gns shal l be er ect ed at t he desi gnat ed l ocat i ons. Si gns 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 . The si gns shal l be

SECTI ON 01 00 00 Page 4 mai nt ai ned i n good condi t i on unt i l compl et i on of t he cont r act , shal l r emai n t he pr oper t y of t he Cont r act or , and shal l be r emoved f r om t he si t e upon f i nal accept ance of t he cont r act wor k.

1. 6. 2 Bul l et i n Boar d

Bul l et i ng boar d shal l be i nst al l ed as speci f i ed i n Sect i on 01 50 00

TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS.

1. 7 CONTRACTOR' S STAGI NG AREA

The Cont r act or may use ar eas wi t hi n t he def i ned wor k l i mi t s as st agi ng 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 pl acement .

1. 8 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 at l east once per week. Gover nment t r ash cans, dump boxes and ot her cont ai ner s shal l not be used. Li qui d wast e shal l not be di sposed of i n exi st i ng dr ai ns.

1. 9 STORAGE OF EQUI PMENT AND MATERI ALS

St or age of equi pment and mat er i al s wi l l be per mi t t ed onl y i n desi gnat ed st agi ng ar eas. A mi ni mum access space of t hr ee f eet shal l be mai nt ai ned bet ween t he Cont r act or ' s st or ed i t ems and exi st i ng f aci l i t y equi pment .

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 WORK BY THE GOVERNMENT CONCURRENT WI TH CONTRACTOR WORK

The Gover nment wi l l l i mi t i nt er f er ence wi t h t he Cont r act or ' s wor k t o t he maxi mum r easonabl e ext ent and t he Gover nment and Cont r act or shal l coor di nat e as necessar y.

1. 11. 1 Cent er Hi l l Auxi l i ar y Dam Rei nf or ci ng Ber m and Lef t Ri m St abi l i zat i on Cont r act

Bl ast i ng oper at i ons by Thal l e Const r uct i on ar e cur r ent l y on- goi ng at t he Cent er Hi l l Dam pr oj ect , and ar e cur r ent l y schedul ed t o be compl et e near t he end of 2018. The Cont r act or shal l consi der t he f ol l owi ng i nf or mat i on dur i ng pr oposal / bi d pr epar at i on and wor k execut i on af t er awar d:

SECTI ON 01 00 00 Page 5

a. The bl ast i ng oper at i ons ar e cur r ent l y schedul ed t o be on- goi ng t hr u t he end of cal endar year 2018. I f t he bl ast i ng schedul e i s ext ended f or any r eason, t he Cont r act or shal l meet al l bl ast r equi r ement s cont ai ned her ei n at no addi t i onal cost t o t he Gover nment . I f t he Cont r act or can pr ovi de suf f i c i ent suppor t i ng i nf or mat i on, based on i t s appr oved pr oj ect schedul e, t hat t her e wer e i mpact s t o t he cr i t i cal pat h act i v i t i es due t o t he ext ensi on of t he bl ast i ng oper at i ons past t he end of 2018, t he Gover nment wi l l gr ant a cor r espondi ng non- compensabl e t i me ext ensi on, at t he di scr et i on of t he Cont r act i ng Officer.

b. The Cont r act or shal l i ncl ude i n i t s submi t t ed pr oj ect schedul e, t i me f or f i ve ( 5) i nt er r upt i ons per week due t o bl ast i ng oper at i ons. The Cont r act or shoul d assume t hat t he i nt er r upt i on t o t hei r oper at i ons wi l l t ypi cal l y be bet ween 1 and 2 hour s per bl ast . The st at ed dur at i ons woul d t ypi cal l y al l ow suf f i c i ent t i me f or t he Cont r act or t o st op t hei r wor k act i v i t i es, c l ear t he mandat or y evacuat i on ar ea, wai t f or t he compl et i on of t he bl ast and r et ur n t o t he wor k ar ea.

c. I n addi t i on t o t he saf et y r equi r ement s i n t he cont r act , t he Cont r act or shal l be r equi r ed t o f ol l ow al l appl i cabl e saf et y pr ovi s i ons of Thal l e Const r uct i on' s Mast er Bl ast i ng Pl an ( e. g. Access and Cont r ol at Lef t Ri m) , t o i ncl ude a 1, 500 f oot bl ast i ng evacuat i on r adi us f or each bl ast . The appl i cabl e t ext f r om t he Mast er Bl ast i ng Pl an i s as follows:

ACCESS AND CONTROL

Lef t Ri m

Access and cont r ol wi l l be mai nt ai ned by Thal l e Const r uct i on Co.

Pr i or t o f i r i ng t he shot , al l per sonnel wi l l evacuat e t he ar ea t o t he r al l y poi nt l ocat ed at t he over l ook on HWY 96/ 141. The back gat e on Hwy 141 wi l l be secur ed and l ocked t o pr event any per sonnel f r om ent er i ng t he si t e. NQS per sonnel wi l l sel ect a f i r i ng poi nt i nsi de t he bl ast r adi us so t hey may obser ve and f i r e t he shot .

Pr esel ect ed t r af f i c cont r ol per sonnel wi l l t r avel t o t he pr edet er mi ned ar eas and st op al l t r af f i c . For t he l ef t r i m:

HWY 96/ 141 pr i or t o cr ossi ng t he dam, near t he over l ook par ki ng ar ea. HWY 141 at t he base wher e t he t r i angl e i s. HWY 96 posi t i on wi l l be l ocat ed ½ mi l e f r om t he I nt er sect i on of Hwy 96 and Hwy 141.

For boat er s and f i sher man near t he shor e c l ose t o t he shot ar ea.

Two per sonnel wi l l be pl aced t her e wi t h a s i gnal hor n, r adi o, and bul l hor n t o addr ess any boat er t o move away f r om t he shor e t o a saf e l ocat i on out si de t he 1500 f eet .

Once t he al l t r af f i c i s conf i r med hal t ed, al l per sonnel ar e account ed f or , and no boat er s i n t he ar ea, per mi ssi on t o f i r e t he shot wi l l be gi ven. The amount of t i me t hat t r af f i c wi l l be st opped wi l l be appr oxi mat el y 10 t o 15 mi nut es. Once t he shot has been cl ear ed and t he " Al l Cl ear " has been gi ven, t r af f i c wi l l resume.

I t shoul d be not ed t hat t he Cont r act or ' s ent i r e wor k ar ea i s

SECTI ON 01 00 00 Page 6 cont ai ned wi t hi n t he af or ement i oned 1, 500 f t r adi us. The Cont r act or ' s assembl y poi nt shal l be at a saf e l ocat i on out si de t he 1, 500 f t r adi us.

d. I n accor dance wi t h t he Mast er Bl ast i ng Pl an, t he Cont r act or shal l st and down al l oper at i ons and evacuat e t he s i t e dur i ng each bl ast . I n t he case of a mi sf i r e, t he Cont r act or shal l cont i nue t he st and down f or t he dur at i on of t he mi sf i r e event .

e. The Cont r act or shal l at t end al l Bl ast Coor di nat i on meet i ngs wi t h t he Gover nment and Thal l e Const r uct i on Co. Meet i ngs ar e cur r ent l y hel d on a weekl y basi s.

f . The Cont r act shal l be r esponsi bl e f or coor di nat i ng wi t h Thal l e r epr esent at i ve and t he COR f or any l ong dur at i on act i v i t i es, or act i v i t i es t hat cannot be i nt er r upt ed due t o bl ast i ng oper at i ons. The bl ast i ng oper at i ons wi l l t ake pr i or i t y over t he act i v i t i es of t he Si t e Rest or at i on Cont r act or .

g. The Cont r act or shal l pr ovi de a weekl y r epor t t o t he COR whi ch out l i nes al l pl anned wor k oper at i ons f or t he f ol l owi ng week. The r epor t shal l be pr ovi ded t o t he Gover nment at t he Bl ast Coor di nat i on Meet i ng.

1. 12 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. 13 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 Par t 22. 13, FAR Pr ovi s i on 52. 222- 38, FAR Cl ause 52. 222- 35, FAR Cl ause 52. 222- 37, DFARS

222. 13 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/

SECTI ON 01 00 00 Page 7

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. 14 PROJECT SCHEDULE

The Cont r act or shal l pr ovi de pr oj ect schedul e submi t t al s as speci f i ed i n Sect i on 01 32 01 PROJECT SCHEDULE and meet t he f ol l owi ng mi l est one:

Unl ess ot her wi se appr oved by t he COR, al l Ei senhower Par k const r uct i on wor k bel ow el evat i on EL. 644 shal l be compl et ed no l at er t han 1 Mar ch 2019. Thi s i ncl udes t he l ower por t i on of t he boat r amp, al l necessar y gr adi ng f or t he cour t esy dock, and al l ear t hwor k i ndi cat ed i n t he dr awi ngs. Excl uded i s any anchor i ng f or t he cour t esy dock and t he cour t esy dock i t sel f , whi ch can occur af t er 1 Mar ch 2019.

1. 15 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.

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.

1. 16 LAYOUT OF WORK AND I NI TI AL SURVEYS

Al l sur veyi ng, i ncl udi ng l ayout of wor k and quant i t y sur veys, shal l be accompl i shed by a r egi st er ed l and sur veyor l i censed i n t he st at e i n whi ch t he wor k i s per f or med. 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 an aut hor i zed 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 . 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. 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 or an aut hor i zed r epr esent at i ve, 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 hese speci f i cat i ons. Sur vey r esul t s cer t i f i ed by t he r egi st er ed sur veyor shal l be pr ovi ded t o t he Cont r act i ng Of f i cer i n t he f or m of r aw dat a and al so i n l egi bl e scal ed pl ot s of t he dat a no mor e t han t hr ee ( 3) days af t er completion.

1. 16. 1 Layout of Wor k

Pr i or t o begi nni ng const r uct i on, t he sur veyor shal l l ocat e al l bench mar ks and est abi l i sh cont r ol l i nes pr ovi ded i n t he dr awi ngs. Fr om t he cont r ol l i ne and benchmar ks pr ovi ded by t he Gover nment , t he Cont r act or shal l compl et e t he l ayout of t he wor k and shal l be r esponsi bl e f or al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng

SECTI ON 01 00 00 Page 8

Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k. The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al s, and al l l abor as may be r equi r ed i n l ayi ng out any par t of t he wor k. I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l st akes and mar ks est abl i shed by t he Cont r act i ng Of f i cer , i f any, unt i l aut hor i zed t o r emove t hem, and i f such mar ks ar e dest r oyed, by t he Cont r act or or t hr ough hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 16. 2 Pr e- Const r uct i on Sur vey

A pr e- const r uct i on sur vey shal l onl y be r equi r ed f or i t ems i n t hi s cont r act measur ed and pai d f or by t he Cubi c Yar d ( CY) . For l i near const r uct i on cubi c yar d ( CY) pay i t ems, capt ur e cr oss sect i ons at i nt er val s t hat accur at el y depi ct t he pr exi st i ng condi t i ons of t he ar ea wher e excavat i on or f i l l oper at i ons ar e t aki ng pl ace wi t h i nt er val s not t o exceed 100 f eet . For non- l i near const r uct i on, t he Cont r act or may el ect t o capt ur e cr oss sect i ons as pr evi ousl y st at ed or capt ur e an exi st i ng condi t i ons t er r ai n model ( . dt m or . t i n) depi ct i ng t he exi st i ng ar ea pr i or t o const r uct i on oper at i ons. Acqui r e adequat e dat a t o devel op a t er r ai n model wi t h a l evel of accur acy t o pl ot t wo- f oot cont our s. Execut e pr e- const r uci t on sur vey oper at i ons af t er c l ear i ng, gr ubbi ng and st r i ppi ng oper at i ons ar e compl et e.

No pr e- const r uct i on sur vey shal l be r equi r ed f or i t ems i n t hi s cont r act measur ed and pai d f or by uni t s ot her t han Cubi c Yar d ( CY) .

1. 17 I NSTRUMENTATI ON PROTECTI ON

Cent er Hi l l Dam i s hi ghl y i nst r ument ed wi t h a var i et y of i nst r ument s t o moni t or t he per f or mance of t he dam. Pr i or t o execut i on of t hi s wor k t he Cont r act or shal l v i s i t t he pr oj ect t o become t hor oughl y f ami l i ar wi t h al l t he i nst r ument at i on al ong t he dam wi t hi n t he l i mi t s of wor k, i ncl udi ng l ocat i ons of embedded cabl e f or aut omat ed i nst r ument s ( i f appl i cabl e) .

Unl ess ot her wi se speci f i ed i n t he pl ans or speci f i cat i ons, t he Cont r act or shal l t ake t he necessar y pr ecaut i on so t hat none of t he i nst r ument s ar e damaged due t o hi s per f or mance of t he wor k. I nst r ument s damaged by t he Cont r act or shal l be r epl aced by t he Gover nment , and t he cost wi l l be deduct ed f r om cont r act payment s. Shoul d t he Cont r act or damage an i nst r ument , he shal l i mmedi at el y not i f y t he cont r act i ng of f i cer and Scot t Massa ( 615 736- 2637) , gi v i ng t he dat e and t i me t he i nst r ument was damaged, t he number of t he i nst r ument , t he l ocat i on of t he i nst r ument , and t he det ai l s of how t he i nst r ument was damaged. He wi l l al so l i s t t he ext r a pr ecaut i onar y measur es i mpl ement ed t o pr event damage t o ot her i nst r ument s.

These i nst r ument s ar e ext r emel y i mpor t ant t o eval uat i ng t he saf et y and per f or mance of t he dam. The Cont r act or must t ake ext r a pr ecaut i on not t o hi t or r un over , di g up cabl e, back i nt o wi t h const r uct i on vehi c l es or equi pment , or i n any way damage any of t hese i nst r ument s. I f t he Cont r act or i s not cer t ai n as t o whet her hi s oper at i on wi l l damage or negat i vel y i mpact an i nst r ument , he shal l not i f y t he Cont r act i ng Of f i cer and Scot t Massa ( 615 736- 2637) bef or e pr oceedi ng wi t h t he wor k. For i nst r ument s r equi r i ng adj ust ment t o accommodat e t he wor k execut ed i n t hi s cont r act , i nst r ument adj ust ment det ai l s ar e pr ovi ded i n t he cont r act

SECTI ON 01 00 00 Page 9 dr awi ngs. Adj ust ment s shal l execut ed by a l i censed geot echni cal engi neer or geol ogi st . For any quest i ons on t he i nst r ument adj ust ment det ai l s cont act Fr ank Mi l l s ( 615 736 5676) or Scot t Massa ( 615 736- 2637) .

Dur i ng t he execut i on of t hi s wor k, t he Cont r act or shal l coor di nat e hi s act i v i t i es wi t h Cent er Hi l l pr oj ect per sonnel who must access t he i nst r ument s. Pr oj ect per sonnel wi l l access t he i nst r ument s dai l y, t o r ead and conduct v i sual i nspect i ons.

PART 2 PRODUCTS ( NOT USED)

PART 3 EXECUTI ON

3. 1 AVAI LABI LI TY AND USE OF UTI LI TY SERVI CES

3. 1. 1 Cont r act or Responsi bi l i t i es

a. The Cont r act or shal l be r esponsi bl e f or t he avai l abi l i t y of ut i l i t i es f or use on t he pr oj ect . Raw wat er i s avai l abl e wi t h no char ge at t he s i t e. The Cont r act or shal l suppl y any ot her ut i l i t i es needed at hi s cost . The Cont r act or shal l car ef ul l y conser ve any ut i l i t i es f ur ni shed wi t hout char ge.

b. The Cont r act or , at i t s expense and i n a wor kmanl i ke manner sat i sf act or y t o t he Cont r act i ng Of f i cer , shal l i nst al l and mai nt ai n al l necessar y t empor ar y connect i ons and di st r i but i on l i nes. Bef or e f i nal accept ance of t he wor k by t he Gover nment , t he Cont r act or shal l r emove al l t he t empor ar y connect i ons, di st r i but i on l i nes, and associ at ed par apher nal i a.

c. The Cont r act or i s r esponsi bl e f or pr ovi di ng dr i nki ng wat er f aci l i t i es f or al l per sonnel associ at ed wi t h t hi s cont r act .

3. 1. 2 I nt er r upt i ons of Ut i l i t i es

a. No ut i l i t y ser vi ces shal l be i nt er r upt ed by t he Cont r act or t o make connect i ons, t o r el ocat e, or f or any pur pose wi t hout appr oval of t he Cont r act i ng Of f i cer .

b. Request f or Per mi ssi on t o shut down ser vi ces shal l be submi t t ed i n wr i t i ng t o t he Cont r act i ng Of f i cer not l ess t han sevent een ( 17) days pr i or t o dat e of pr oposed i nt er r upt i on. The r equest shal l gi ve t he f ol l owi ng i nf or mat i on:

( 1) Nat ur e of Ut i l i t y ( Gas, L. P. or H. P. , Wat er , et c. ) ( 2) Si ze of l i ne and l ocat i on of shut of f .

( 3) Bui l di ngs and ser vi ces af f ect ed.

( 4) Hour s and dat e of shut of f .

( 5) Est i mat ed l engt h of t i me ser vi ces wi l l be i nt er r upt ed.

c. Ser vi ces shal l not be shut of f unt i l r ecei pt of appr oval of t he pr oposed hour s and dat e f r om t he Cont r act i ng Of f i cer .

d. Shut of f s whi ch wi l l cause i nt er r upt i on of Gover nment wor k oper at i ons as det er mi ned by t he Cont r act i ng Of f i cer shal l be accompl i shed dur i ng r egul ar non- wor k hour s or on non- wor k days of t he Usi ng Agency.

e. Oper at i on of val ves on wat er mai ns wi l l be by Gover nment per sonnel .

Wher e shut of f of wat er l i nes i nt er r upt s ser vi ce t o f i r e hydr ant s or

SECTI ON 01 00 00 Page 10 f i r e spr i nkl er syst ems, t he Cont r act or shal l ar r ange hi s oper at i ons and have suf f i c i ent mat er i al and per sonnel avai l abl e t o compl et e t he wor k wi t hout undue del ay or t o r est or e ser vi ce wi t hout del ay i n event of emer gency.

3. 1. 3 Post Const r uct i on Quant i t y and Fi nal Sur veys

The Gover nment shal l conduct a pr epar at or y meet i ng wi t h t he Cont r act or pr i or t o t he commencement of any wor k r equi r i ng quant i t y sur veys t o di scuss t he r equi r ement s and condi t i ons r el at i ng t o quant i t y sur veys. The Cont r act or shal l f ur ni sh t o t he Cont r act i ng Of f i cer t he el ect r oni c dat a i n Mi r cost at i on V8i compat i bl e f i l es ( DGN) and a comma del i mi t ed ASCI I f i l e ( cont ai ni ng at a mi ni mum t he Poi nt Number , Nor t hi ng, East i ng, El evat i on, and Poi nt Descr i pt or ) wi t h al l submi t t ed f i l es and dr awi ngs bei ng at f ul l scal e i n same dat um as t he cont r act dr awi ngs ( pr ovi ded i n t he gener al not es) . Addi t i onal l y, pr ovi de al l CAD f i l es t o i ncl ude but not l i mi t ed t o . dt m, . t i n, . al g, . eav, . xyz, . x l s, . xsc, . pod, . t xt ( r aw dat a poi nt c l ouds) and . ASCI I or . XML f i l e t ypes used t o gener at e t he submi t t ed . dgn el ect r oni c dr awi ngs such as cont our s, . dt ms, pl an vi ews, pr of i l es, and cr oss sect i ons, al ong wi t h any accompanyi ng f i el d not es ( wr i t t en or el ect r oni cal l y col l ect ed) t o f aci l i at e USACE QA/ QC. Ter r ai n model . t i n f i l es shal l be t r ansl at ed i nt o . XML f i l es usi ng t he XML t r ansl at er f unct i on avai l abl e i n Aut oCAD or onl i ne t o f aci l i t at e t er r ai n model i mpor t on t he USACE si de. Al l dat a t r ansmi t t ed t o USACE shal l be suppl i ed on a USB f or mat t ed DVD. I n addi t i on t o t he USB f or mat t ed DVD, emai l i ng el ect r oni c f i l e i s al so accept abl e. Upon compl et i ng sur veys, or por t i ons t her eof , t he cont r act or shal l not di st ur b t he gr ound sur f ace unt i l such t i me t hat t he Cont r act i ng Of f i cer has compl et ed Qual i t y Assur ance checks of t he cont r act or s ' sur vey dat a. The Cont r act i ng Of f i cer shal l di sappr ove any sur vey i nf or mat i on submi t t ed by t he Cont r act or t hat l acks suf f i c i ent dat a.

3. 1. 3. 1 Quant i t y Sur veys

Quant i t y sur veys as used i n t hi s c l ause means a t opogr aphi cal sur vey accompl i shed by gr ound met hods wi t h t he di spl ay out put r ecor ded and st or ed i n an el ect r oni c f i el d book f or f ur t her cal cul at i ons i n a comput er .

3. 1. 3. 1. 1 Quant i t y Sur vey Met hod f or Cubi c Yar d i t ems

Unl ess ot her wi se aut hor i zed by t he Cont r act i ng Of f i cer , use t he same means of dat a col l ect i on f or Quant i t y and post - const uct i on sur veys as used f or pr e- const r uct i on sur veys. For cubi c yar d ( CY) pay i t ems wher e t he cont r act or el ect s t o capt ur e pr e- const r uct i on sur vey cr oss sect i ons, capt ur e a post - const r uct i on cr oss sect i on wi t hi n t en ( 10) l ongi t udi nal f eet al ong t he al i gnment i n whi ch each pr e- const r uct i on cr oss sect i on was t aken so t hat t he end ar ea met hod of vol ume cal cul at i on can be accur at el y appl i ed. The cr oss sect i ons shoul d accur at el y di spl ay t he t opogr aphy of const r uct ed f eat ur es i ncl udi ng, but not l i mi t ed t o: hei ght , wi dt h, gr ades, and sl opes of excavat i on or f i l l f or al l ar eas r equi r i ng cubi c yar d ( CY) uni t pr i ce measur ement s and payment s. The Pr e- Const r uct i on Sur vey and t he Post - Const r uct i on Sur veys shal l be submi t t ed i n Mi cr ost at i on ( . dgn) f or mat . Obser vat i ons shal l be r ecor ded at al l br eaks i n s l opes wi t h a maxi mum di st ance of 25 f eet bet ween obser vat i ons. Cr oss sect i ons shal l be t aken at 90- degr ees t o t he l i near const uct i on i t em and at suf f i c i ent wi dt h beyond t he l i mi t s of wor k t o del i neat e t he wor k i n pl ace. The Cont r act i ng Of f i cer r eser ves t he r i ght t o mandat e addi t i onal cr oss sect i ons be t aken at l ocat i ons of hi s or her choosi ng f or qual i t y assur ace pur poses. For cubi c yar d ( CY) pay i t ems wher e t he cont r act or el ect s t o capt ur e a t er r ai n model ( . dt m or . t i n) depi ct i ng pr e- const uct i on condi t i ons, capt ur e a post

SECTI ON 01 00 00 Page 11

Site Restoration Center Hill Dam W912P518B0010 RTA DeKalb County, TN construction terrain model that accurately displays all post construction topography of constructed features including, but not limited to: height, width, grades, and slopes of excavation or fill and all breaklines necessary for a level of accuracy to plot two-foot contours. Observations shall be recorded at all breaks in slopes with a maximum distance of 25 feet between observations.

3.1.3.2 Post-Construction Surveys

Unless otherwise dictated by the Contracting Officer, the Contractor may elect to use either the cross-section method or terrain model (.dtm/.tin) method for depicting the final post construction conditions. For the Cross-Section method, capture cross sections at intervals that accurately depict the final post-construction site conditions with intervals not to exceed 100 feet. Cross sections should depict the topography of constructed features including, but not limited to: elevation, width, grades, and slopes of all items in this contract. The Contracting Officer reserves the right to mandate additional sections be taken by the Contractor at locations designated by the Contracting Officer for quality assurance purposes. Post-Construction Surveys shall be submitted in Microstation (.dgn) format. Section observations shall be recorded at all breaks in slopes with a maximum distance of 25' between observations. For the Terrain Model (.dtm/.tin) method, capture a post construction terrain model that accurately displays all post construction topography of constructed features including, but not limited to: height, width, grades, and slopes of excavation or fill and all breaklines necessary for a level of accuracy to plot two-foot contours. Observations shall be recorded at all breaks in slopes with a maximum distance of 25 feet between observations. Provide the Contracting Officer annotated cross-sections in DGN format at locations where cross sections are taken or at 100 foot intervals for terrain model (.dtm/.tin) survey data. At a minimum, the cross sections shall extend ten feet (10') beyond the construction footprint or each item. The annotated cross-sections shall indicate the Control line; the theoretical grades and slope-lines as specified; and the actual grades and slope lines as constructed. The Contractor shall plot cross sections from the survey data to visually depict the grade and sections obtained. The Contractor shall use this survey data to develop the as-built drawings.

3.1.3.3 Surveys for Progress Payments

For periods that progress payments are requested for items measured by the cubic yard, provide the before construction survey data and after/or during construction survey data that represents the actual work in-place and to be considered for payment along with the theoretical grades and slope lines provided in the drawings. For periods that progress payments are requested for items measured by units other than cubic yard, provide the in progress construction survey data that represents the actual work in-place and to be considered for payment along with the applicable theoretical grade, slope, and/or construction lines provided in the drawings. In addition to the survey data, provide plotted cross-sections and profiles indicating the theoretical grades and slope lines as specified by the contract drawings and the actual grades and slope lines as constructed. For cubic yard items, submit quantity computations calculated by the end area method or other approved method most applicable to the nature of the construction (volumes between surfaces) that verifies quantities of the completed work. For non-cubic yard items submit applicable, sections, profiles, construction lines, and/or survey boundaries to verify the work in place.

SECTION 01 00 00 Page 12 -- End of Section --

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 WORK COVERED BY CONTRACT DOCUMENTS

1. 1. 1 Gener al

1. 1. 2 Locat i on

1. 2 OCCUPANCY OF PREMI SES

1. 3 EXI STI NG WORK

1. 4 LOCATI ON OF UNDERGROUND UTI LI TI ES

1. 4. 1 Not i f i cat i on Pr i or t o Excavat i on

PART 2 PRODUCTS

PART 3 EXECUTI ON

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 WORK COVERED BY CONTRACT DOCUMENTS

1. 1. 1 General

Wi t h t he compl et i on of t he Cent er Hi l l Cut of f wal l and over al l dam r emedi at i on const r uct i on ef f or t , t he pur pose of t he pr oj ect i s t o r est or e Cent er Hi l l Dam t o a f unct i oni ng r ecr eat i onal ar ea. I ncl uded i n t hi s ef f or t ar e t he f ol l owi ng f eat ur es of wor k:

The wor k i ncl udes The f ol l owi ng i t ems and i nci dent al r el at ed wor k.

a. Rest or i ng Ei senhower Par k. The cur r ent f i nal dam saf et y pr oj ect const r uct i on i ncl udes pl ans t o r est or e and r eest abl i sh publ i c ser vi ces at Ei senhower Par k t hat wer e l ost due t o Cent er Hi l l dam saf et y const r uct i on act i v i t i es, t o i ncl ude const r uct i ng a new l aunch r amp, pi cni c shel t er s, comf or t st at i on, and r eest abl i sh par ki ng. I n addi t i on t o r est or i ng Ei senhower Par k, LRN wi l l al so r eshape t he Dam wor k pl at f or m t o obt ai n a l ong t er m st abi l i t y f act or of saf et y. Thi s wi l l i ncl ude excavat i ng exi st i ng r ock and mat er i al t o cr eat e a bench.

Speci f i c i t ems of wor k i ncl ude:

- Const r uct i ng a boat r amp on t he sout her n end of t he l ot

- Pavi ng over t he exi st i ng l ot wi t h asphal t

- Const r uct i ng a comf or t st at i on

- Layi ng back t he exi st i ng wor k pl at f or m t o meet s l ope st abi l i t y ;

Reuse of r emoved r i pr ap at t he boat r amp and par ki ng ar ea and r emoval of exi st i ng 48" di amet er pi pe r unni ng t he l engt h of t he f i l l t o be excavat ed.

- Guar dr ai l const r uct i on

- Pavi ng of l ot al ong Hwy 96

- Const r uct i on of Wast e and Pot abl e wat er ut i l i t y l i nes

- Const r uct i on of a cour t esy dock

- Over head l i ght i ng const r uct i on

- Lef t r i m dr ai nage i mpr ovement s t o i ncl ude r unni ng a st or mwat er cul ver t under Hwy 96 t o t he l ake.

- Pr eser vat i on of al l i nst r ument at i on and speci f i ed ADAS syst em on t he mai n embankment

b. Repai r i ng t he Cent er Hi l l Dam Gr oi n ( Gr avel Access Road bet ween t he gr out cur t ai n pl at f or m and t he dam ear t hen embankment . Speci f i c i t ems of wor k i ncl ude:

- Reshapi ng damage caused by er osi on

- Pl acement of new f i l l t o r est or e shape

- Pl acement of Ar t i cul at ed Concr et e Bl ock t o pr event er osi on and enabl e access

- I nst r ument power sour ce r el ocat i on

- Const r uct i on of a downst r eam dr ai nage net wor k

- Ar mor i ng of exi st i ng di t ch at t he t oe of t he dam

SECTI ON 01 11 00 Page 2

- Seedi ng and Mul chi ng

- Pr eser vat i on of al l i nst r ument at i on al ong t he Gr oi n wor k pl at f or m and embankment

c. Pi cni c Spr i ng Rehabi l i t at i on. Pi cni c spr i ngs was pr evi ousl y used as a pi cni c ar ea f or Cent er Hi l l Recr eat i onal i st s t ypi cal l y comi ng f r om t he Cent er Hi l l Downst r eam campgr ound. As par t of t he r est or at i on, The cont r act or wi l l r epl ace t he exi st i ng Hwy 141 cul ver t t hat passes under Hwy 141 wher e i t cur ves t o t he sout hwest . Thi s cul ver t was under si zed or i gi nal l y t o t he poi nt wher e addi t i onal CMPs wer e pl aced over t he t op of i t i n or der t o hel p pr event r oadway over t oppi ng. The r est of t he pi cni c spr i ngs ar ea wi l l be r est or ed t o i t s pr eexi st i ng st at e.

Speci f i c i t ems of wor k i ncl ude:

- Cul ver t Const r uct i on

- Sedi ment Pond Backf i l l i ng

- Ear t hwor k and excavat i on

- Est abl i shment of Tur f

- Er osi on Cont r ol

- Cl eanup and modi f i cat i on of Campgr ound Wei r

- Quar r y Spr i ng f l ow and i nst r ument r est or at i on

d. Hwy 96 r oadway was si gni f i cant l y i mpact ed by haul i ng oper at i ons t hr oughout t he dur at i on of t he Cent er Hi l l Dam r emedi at i on ef f or t .

Thi s r esul t ed i n s i gni f i cant r oadway wear i ng, set t l i ng and pot hol es.

As par t of t he Si t e Rest or at i on Pr oj ect , t he Cont r act or wi l l be mi l l i ng and r esur f aci ng t he concr et e por t i on of t he Dam ( not t he br i dge) as wel l as mi t i gat i ng some l ocal st or m wat er dr ai nage and er osi on i ssues.

1. 1. 2 Location

The wor k i s l ocat ed at t he Cent er Hi l l Dam Pr oj ect near Lancast er , Tennessee, appr oxi mat el y as i ndi cat ed. The exact l ocat i on wi l l be shown by t he Cont r act i ng Of f i cer .

1. 2 OCCUPANCY OF PREMI SES

Bef or e wor k i s st ar t ed, ar r ange wi t h t he Cont r act i ng Of f i cer a sequence of pr ocedur e, means of access, space f or st or age of mat er i al s and equi pment , and use of appr oaches, cor r i dor s, and st ai r ways.

1. 3 EXI STI NG WORK

I n addi t i on t o " FAR 52. 236- 9, Pr ot ect i on of Exi st i ng Veget at i on, St r uct ur es, Equi pment , Ut i l i t i es, and I mpr ovement s" :

a. Remove or al t er exi st i ng wor k i n such a manner as t o pr event i nj ur y or damage t o any por t i ons of t he exi st i ng wor k whi ch r emai n.

b. Repai r or r epl ace por t i ons of exi st i ng wor k whi ch have been al t er ed dur i ng const r uct i on oper at i ons t o mat ch exi st i ng or adj oi ni ng wor k, as appr oved by t he Cont r act i ng Of f i cer . At t he compl et i on of oper at i ons, exi st i ng wor k must be i n a condi t i on equal t o or bet t er t han t hat whi ch exi st ed bef or e new wor k st ar t ed.

1. 4 LOCATI ON OF UNDERGROUND UTI LI TI ES

Ver i f y t he el evat i ons of exi st i ng pi pi ng, ut i l i t i es, and any t ype of

SECTI ON 01 11 00 Page 3 under gr ound or encased obst r uct i on not i ndi cat ed, or speci f i ed t o be r emoved, t hat i s i ndi cat ed or di scover ed dur i ng scanni ng, i n l ocat i ons t o be t r aver sed by pi pi ng, duct s, and ot her wor k t o be conduct ed or i nst al l ed. Ver i f y el evat i ons bef or e i nst al l i ng new wor k c l oser t han near est manhol e or ot her st r uct ur e at whi ch an adj ust ment i n gr ade can be made.

1. 4. 1 Not i f i cat i on Pr i or t o Excavat i on

Not i f y t he Cont r act i ng Of f i cer at l east 48 hour s pr i or t o st ar t i ng excavat i on wor k.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTI ON

Not used.

- - End of Sect i on - -

SECTI ON 01 11 00 Page 4

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 Pr ecast Concr et e Comf or t St at i on

1. 2. 3. 1 Payment

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

1. 2. 4 Sawcut and Removal of Concr et e

1. 2. 4. 1 Payment

1. 2. 4. 2 Measur ement

1. 2. 4. 3 Uni t of Measur e

1. 2. 5 Excavat i on

1. 2. 5. 1 Payment

1. 2. 5. 2 Measur ement

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

1. 2. 6 Rock Excavat i on

1. 2. 6. 1 Payment

1. 2. 6. 2 Measur ement

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

1. 2. 7 Fi l l ( Gover nment Pr ovi ded Engi neer Rock Fi l l )

1. 2. 7. 1 Payment

1. 2. 7. 2 Measur ement

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

1. 2. 8 St one Pr ot ect i on ( Out si de Sour ce) , Beddi ng, and Gr anul ar Base

Material

1. 2. 8. 1 Payment

1. 2. 8. 2 Measur ement

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

1. 2. 9 Concr et e " Jer sey" Bar r i er Removal

1. 2. 9. 1 Payment

1. 2. 9. 2 Measur ement

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

1. 2. 10 Bar Gat e Const r uct i on

1. 2. 10. 1 Payment

1. 2. 10. 2 Measur ement

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

1. 2. 11 Bol l ar d Const r uct i on

1. 2. 11. 1 Payment

1. 2. 11. 2 Measur ement

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

SECTI ON 01 22 00 Page 1

1. 2. 12 Concr et e Mount ed Guar dr ai l Const r uct i on

1. 2. 12. 1 Payment

1. 2. 12. 2 Measur ement

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

1. 2. 13 Guar dr ai l End Tr eat ment

1. 2. 13. 1 Payment

1. 2. 13. 2 Measur ement

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

1. 2. 14 I nst r ument Pr ot ect i on i n Wor k Zones

1. 2. 14. 1 Payment

1. 2. 14. 2 Measur ement

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

1. 2. 15 Monument Rel ocat i on i n Wor k Zones

1. 2. 15. 1 Payment

1. 2. 15. 2…