PN79453_RTA_V1_Specs.pdf

RFP No. W912PM-17-R-0022

SOF Group Support Battalion (GSB) Tactical Equipment Maintenance Facility

(TEMF)

PN: 79453

Fort Bragg, North Carolina

Specifications - Volume 1 of 3

January 2018

Fort Bragg, North Carolina

W912PM-17-R-0022

Design Build Request for Proposal (RFP) FY18 SOF Group Support Battalion Tactical Equipment Maintenance Facility (TEMF) Volume 1 of 3: Procurement and Contracting Requirements and Specifications, Division 01

PN 79453

November 2017

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers

GSB TEMP

Ft. Bragg, NC BR79453

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

STANDARD FORM 1442

00 10 00 Solicitation 00 21 00 Instructions 00 21 16 Instructions to Proposers 00 45 00 Representations and Certifications 00 70 00 Conditions of the Contract 00 73 00 Supplementary Conditions

GSB TEMF BR79453

Ft. Bragg, NC

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

APPENDICES

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDIX E

APPENDIX F

APPENDIX G

APPENDIX H

APPENDIX I

APPENDIX J

APPENDIX K

APPENDIX L

APPENDIX M

APPENDIX N

APPENDIX O

APPENDIX P

APPENDIX Q

APPENDIX R

APPENDIX S

APPENDIX T

APPENDIX U

Appendix V

APPENDIX W

APPENDIX X

APPENDIX Y

SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT

SOCOM RESIDENT OFFICE EROSION AND SEDIMENT CONTROL POLICIES

ENVIRONMENTAL

HYDRANT FLOW TEST DATA

FORT BRAGG, NC WEATHER DATA

INTERIOR SIGNAGE REQUIREMENTS

PATRIOT POINT ARCHITECTURAL COLORS AND MATERIALS

TEMF FEATURES MATRICES

UTILITY RATES AND CHARGES

SECRET INTERNET PROTOCOL ROUTER NETWORK (SIPRNET) TECHNICAL

IMPLEMENTATION CRITERIA

INSTALLATION DESIGN CRITERIA (IDC) FOR FORT BRAGG SPECIFIC

COMMUNICATIONS INFRASTRUCTURE REQUIREMENTS FORT BRAGG

FORT BRAGG TELECOM EQUIPMENT LABELING SCHEMATIC

USASOC TELECOM ROOM LAYOUTS, RACK ELEVATIONS, AND DETAILS

NATURAL GAS UTILITY SYSTEM PIPELINE SPECIFICATIONS

OWNER’S PROJECT REQUIREMENTS DOCUMENT FOR LEED

COMMISSIONING

PERMIT LIST AND FORMS

USASOC VTC PRODUCT DESIGN GUIDE

NATIONAL SECURITY TELECOMMUNICATIONS AND INFORMATION

SYSTEMS SECURITY

VALUE ENGINEERING STUDY

USASOC INFORMATION TECHNOLOGY (IT) TECHNICAL DESIGN GUIDE

ASBESTOS SURVEYS FOR DEMOLITION

FT. BRAGG IDG PRACTICAL PLANTINGS LIST

YARBOROUGH COMPLEX DESIGN NARRATIVE

YARBOROUGH COMPLEX OUTSIDE COMMUNICATION INFRASTRUCTURE

TOTAL DESIGN ANALYSIS EXAMPLE FORMAT

-- End of Project Table of Contents --

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 00.01 SITE, CIVIL, UTILITIES, AND LANDSCAPING SUMMARY OF WO

01 11 00.02 ARCHITECTURAL AND INTERIOR DESIGN SUMMARY OF WORK

01 11 00.03 STRUCTURAL SUMMARY OF WORK

01 11 00.04 MECHANICAL AND PLUMBING SUMMARY OF WORK

01 11 00.05 FIRE PROTECTION SUMMARY OF WORK

01 11 00.06 ELECTRICAL AND ELECTRONIC SYSTEMS SUMMARY OF WORK

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57

19.00

37 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

SOF Group Support Battalion (GSB) TEMF PN79453

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PERFORMANCE AND PAYMENT BONDS

1.4 WATER CONSERVATION

1.5 BULLETIN BOARD

1.6 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.7 SAMPLING, CERTIFICATES, AND TESTING

1.8 CERTIFICATES OF COMPLIANCE

1.9 REQUIRED CONSTRUCTION MEETINGS

1.10 "AS-BUILT" RECORD DRAWINGS

1.11 FINISH MATERIAL SUBMITTALS

1.12 ASBESTOS PERMIT AND NOTIFICATION

1.13 WORK IN QUARANTINED AREA

1.14 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

1.15 NCDOT SPECIFICATIONS

1.16 DEFINITIONS FOR NCDOT SPECIFICATIONS

1.17 PLANT LOCATION

1.18 PUBLIC CONVENIENCE AND SAFETY

1.18.1 Roads To Be Closed

1.18.2 Storage of Materials

1.19 MAINTENANCE DURING CONSTRUCTION

1.19.1 Maintenance When Work is Suspended

1.19.2 Final Mowing

1.19.3 Spilled Materials

1.20 PARTNERING

1.21 LOAD RESTRICTIONS

1.22 PROTECTION OF EXISTING FACILITIES

1.23 HAUL ROADS

1.24 RESPONSIBILITY FOR BORROW AREA ACCESS ROAD

1.25 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 00.10 38 Page 1

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)

NCDOT Standard Specifications For Roads And Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 Plant Pest Quarantined Area and Foreign Soil Samples

1.2 SUBMITTALS

Government approval is required for submittals with a "G, A" designation;

submittals not having a "G, A" designation are for information only. When used, a designation following the "G, A" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Subcontractors

Progress Chart ; G, A

Quality Control Plan ; G, A

Certificate of Insurance

SD-03 Product Data

WORK PLAN

PROGRESS SCHEDULE

SD-07 Certificates

Completion of Corps CQC Course

Letter Appointing Superintendent

SECTION 01 10 00.10 38 Page 2

SOF Gr oup Suppor t Bat t al i on ( GSB) TEMF PN79453

Qual i f i cat i ons of t he commer ci al t est i ng l abor at or y or Contractor's t est i ng l abor at or y/facilities G, A

1. 3 PERFORMANCE AND PAYMENT BONDS

Each bi dder shal l i ncl ude hi s pr emi ums f or per f or mance and payment bonds under t he appr opr i at e, " Per f or mance and Payment Bonds" cont r act l i ne i t em of t he Bi ddi ng Schedul e. Payment t o t he Cont r act or t her ef or e, shal l not exceed t he bi d pr i ce and shal l be made i n accor dance wi t h t he Cont r act Cl ause ent i t l ed " PAYMENTS UNDER FI XED- PRI CE CONSTRUCTI ON CONTRACTS. " Any addi t i onal amount bi d i n excess of t he act ual bond pr emi um wi l l be i ncl uded i n t he f i nal pay est i mat e f or t hi s cont r act .

( End of Cl ause)

1. 4 WATER CONSERVATI ON

Wat er i s one of our val uabl e nat ur al r esour ces. Accor di ngl y, t he Cont r act or shal l be j udi c i ous i n i t s use i n t he per f or mance of t he wor k as speci f i ed. Wat er needed f or compact i on of r oadway and/ or f oundat i on mat er i al s, and dust cont r ol shal l be obt ai ned f r om uncont r ol l ed st r eam f l ow i nst ead of pot abl e suppl y sour ces t o t he ext ent avai l abl e and sui t abl e as det er mi ned by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve.

( End of Cl ause)

1. 5 BULLETI N BOARD

The bul l et i n boar d shal l be i n accor dance wi t h Sect i on 01 50 00 par agr aph BULLETI N BOARD. No di r ect payment wi l l be made f or t he bul l et i n boar d.

( End of Cl ause)

1. 6 SHOP DRAWI NGS AND MATERI ALS SUBMI TTAL

( a) Fi ve ( 5) days pr i or t o t he pr econst r uct i on conf er ence ( see par agr aph REQUI RED CONSTRUCTI ON MEETI NGS) , t he Cont r act or shal l compl et e and submi t t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, i n dupl i cat e, Submi t t al Regi st er , l i s t i ng al l submi t t al s and dat es. I n addi t i on t o t hose i t ems l i s t ed on t he Submi t t al Regi st er , t he Cont r act or wi l l f ur ni sh submi t t al s f or any devi at i on f r om t he pl ans or speci f i cat i ons. The schedul ed need dat es must be r ecor ded on t he document f or each i t em f or cont r ol pur poses. I n pr epar i ng t he document , adequat e t i me ( mi ni mum of l 5 days) wi l l be al l owed f or r evi ew and appr oval and possi bl e r esubmi t t al . Schedul i ng shal l be coor di nat ed wi t h t he appr oved pr ogr ess schedul e. The Cont r act or ' s Qual i t y Cont r ol Syst em Manager shal l r evi ew t he l i s t i ng at l east ever y 30 days and t ake appr opr i at e act i on t o mai nt ai n an ef f ect i ve syst em. Copi es of updat ed or cor r ect ed l i s t i ngs shal l be submi t t ed t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve at l east ever y 60 days i n t he quant i t y speci f i ed. Payment wi l l not be made f or any mat er i al or equi pment whi ch does not compl y wi t h cont r act r equi r ement s.

( b) Cont r act or submi t t al s r equi r ed by t he Techni cal Pr ovi s i ons ar e i ndi cat ed i n t hose pr ovi s i ons and ar e l i s t ed on t he Submi t t al Regi st er f ur ni shed i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES. The l i s t does not r el i eve t he Cont r act or f r om f ur ni shi ng submi t t al s r equi r ed el sewher e i n t he speci f i cat i ons, t hose i nadver t ent l y omi t t ed f r om t he l i s t i ng; or f r om f ur ni shi ng ot her submi t t al s t hat t he Gover nment may deem necessar y as t he

SECTI ON 01 10 00. 10 38 Page 3 work progresses.

(c) Normal review levels for required approvals are indicated by letter designations as follows:

Contractor Quality Control System Manager --- (CQC) Area or Resident Engineer ------------------- (R) Engineering Branch -------------------------- (E)

The Government reserves the right to vary the review levels for (R) and (E) to its convenience.

(d) The Contractor shall use ENG Form 4025, furnished in Section 01 33 00 SUBMITTAL PROCEDURES, to transmit Shop Drawings, Equipment Data, Material Samples or Manufacturer's Certificate of Compliance to the Government.

(End of Clause)

1.7 SAMPLING, CERTIFICATES, AND TESTING

(a) General. Within 30 days after acknowledgment of Notice to Proceed, the Contractor shall submit to the Contracting Officer or his/her designated representative five (5) copies of a list of the items for which he proposes to furnish manufacturer's certificates and/or samples for inspection and testing. The list shall include, but is not limited to the following information:

(1) Name of item

(2) Specification paragraph covering this item

(3) Date sample will be furnished

(4) Delivery date of product

(5) Items for which a certificate will be furnished

(b) Submittals. Any product or item mentioned in these specifications and required to meet Federal, ASTM, AASHTO, U. S. Army or Navy, AREMA, AWWA, and UL Specifications or Codes, specified herein with certain limiting or qualifying requirements, or any product or item which is required to be similar and equal to a specified product or item may require the submission, before delivery of the product or item to the job site, of one or more of the following:

(1) Certificate by the manufacturer that the item meets the contract requirements.

(2) Samples for inspection, comparison, and testing, including destructive tests.

(c) Sample delivery. Unless otherwise specified or authorized, all samples shall be delivered (without cost to the Government) to:

U.S. Army Engineer District, Wilmington Corps of Engineers ATTENTION: Military Construction Section 69 Darlington Avenue

SECTION 01 10 00.10 38 Page 4

Wi l mi ngt on, Nor t h Car ol i na 28403

I f r equi r ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, dupl i cat e sampl es shal l be shi pped t o t he Wi l mi ngt on Di st r i c t Of f i ce at no expense t o t he Gover nment .

( d) Test i ng. Al l t est s r equi r ed i n t he Techni cal Pr ovi s i ons shal l be made by and at t he expense of t he Cont r act or except t hose mat er i al t est s speci f i cal l y excl uded whi ch wi l l be made by and at t he expense of t he Gover nment . Al l i nst r ument s and per sonnel r equi r ed f or t he r equi r ed t est s shal l be f ur ni shed by t he Cont r act or . The Gover nment r eser ves t he r i ght t o i nt er r upt t he wor k t o make t est s on al l f acet s of concr et i ng and ot her oper at i ons. These t est s wi l l be made as necessar y t o i nsur e conf or mance t o appl i cabl e speci f i cat i ons and dr awi ngs and wi l l be made by and at t he expense of t he Gover nment except Cont r act or sampl i ng suppor t as r equi r ed by t he Techni cal Pr ovi s i ons. I n t hose i nst ances wher e t est i ng i s speci f i ed t o be made at t he Gover nment ' s expense, t he cost of t he i ni t i al t est i ng wi l l be at t he Gover nment ' s expense; however , any r et est i ng due t o f ai l ur e of t he mat er i al s t o meet t he r equi r ement s i n t he i ni t i al t est shal l be per f or med at t he Cont r act or ' s expense. The r et est s shal l be made at l abor at or i es appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. The cost s of r et est s made at Gover nment l abor at or i es wi l l be deduct ed f r om t he t ot al amount due t he Cont r act or , at act ual cost t o t he Gover nment , unl ess ot her wi se speci f i ed.

( End of Cl ause)

1. 8 CERTI FI CATES OF COMPLI ANCE

( l 969 MAY OCE)

Any cer t i f i cat es r equi r ed f or demonst r at i ng pr oof of compl i ance of mat er i al s wi t h speci f i cat i on r equi r ement s shal l be execut ed i n 3 copi es.

Each cer t i f i cat e shal l be s i gned by an of f i c i al aut hor i zed t o cer t i f y i n behal f of t he manuf act ur i ng company and shal l cont ai n t he name and addr ess of t he Cont r act or , t he pr oj ect name and l ocat i on, and t he quant i t y and dat e or dat es of shi pment or del i ver y t o whi ch t he cer t i f i cat es appl y. Copi es of l abor at or y t est r epor t s submi t t ed wi t h cer t i f i cat es shal l cont ai n t he name and addr ess of t he t est i ng l abor at or y and t he dat e or dat es of t he t est s t o whi ch t he r epor t appl i es. Cer t i f i cat i on shal l not be const r ued as r el i evi ng t he Cont r act or f r om f ur ni shi ng sat i sf act or y mat er i al , i f , af t er t est s ar e per f or med on sel ect ed sampl es, t he mat er i al i s f ound not t o meet t he speci f i c r equi r ement s.

( End of Cl ause)

1. 9 REQUI RED CONSTRUCTI ON MEETI NGS

( a) I n addi t i on t o meet i ngs r equi r ed el sewher e i n t he speci f i cat i ons, t he Cont r act or and any Subcont r act or s i dent i f i ed by t he Cont r act i ng Of f i cer ' s Repr esent at i ve shal l be r equi r ed t o at t end a pr econst r uct i on meet i ng ( af t er awar d of t he cont r act but bef or e Commencement of Wor k) and a post const r uct i on meet i ng ( af t er f i nal accept ance of t he wor k but bef or e f i nal payment i s made) . The Cont r act or and i dent i f i ed Subcont r act or s shal l meet wi t h Cor ps of Engi neer s per sonnel at a t i me and pl ace det er mi ned by t he Cont r act i ng Of f i cer ' s Repr esent at i ve.

( b) At t he pr econst r uct i on conf er ence, t he Cont r act or shal l be or i ent ed wi t h r espect t o Gover nment pr ocedur es and l i ne of aut hor i t y i n cont r act ual , admi ni st r at i ve, and const r uct i on mat t er s. Addi t i onal l y, a

SECTI ON 01 10 00. 10 38 Page 5 schedul e of r equi r ed submi t t al s wi l l be di scussed.

( c) Fi ve ( 5) days pr i or t o t he pr econst r uct i on conf er ence, t he Cont r act or shal l submi t t he f ol l owi ng i t ems:

Cer t i f i cat e of I nsur ance Qual i t y Cont r ol Pl an ( see Sect i on 01 45 00. 00 10 QUALI TY CONTROL, f or addi t i onal i nf or mat i on) Cer t i f i cat e of Compl et i on of Cor ps CQC Cour se Pr el i mi nar y Submi t t al Regi st er ( ENG For m 4288 excl usi ve of Contractor submi t t al dat es) Let t er Appoi nt i ng Super i nt endent ( see Cont r act Cl ause ent i t l ed Super i nt endence by t he Cont r act or , 52. 236- 6) Li st of Subcont r act or s

( d) The l et t er of r ecor d wi l l be wr i t t en document i ng al l i t ems di scussed at t he conf er ence and a copy wi l l be f ur ni shed by t he Cont r act i ng Of f i cer ' s Repr esent at i ve t o al l i n at t endance.

( End of Cl ause)

1. 10 " AS- BUI LT" RECORD DRAWI NGS

( a) The Cont r act or shal l be r esponsi bl e f or mai nt ai ni ng i n good condi t i on one set of r epr oduci bl e as- bui l t dr awi ngs and f i ve copy set s, i ncl udi ng syst em l ayout dr awi ngs and f i el d wi r i ng di agr ams. Dr awi ngs shal l be " D" 34 by 22 i nches, dr awn t o t he same scal e as t he cont r act dr awi ngs, wi t h t i t l e bl ock s i mi l ar t o t he cont r act dr awi ngs. Repr oduci bl e dr awi ngs shal l be on myl ar f i l m. The Cont r act or shal l keep a car ef ul and neat r ecor d of al l devi at i ons, f i el d changes and modi f i cat i ons f r om t he or i gi nal cont r act dr awi ngs whi ch ar e made t o each phase of const r uct i on as t he wor k pr ogr esses. The Cont r act or i s r esponsi bl e f or not i ng al l changes and cor r ect i ons on t hese pr i nt s pr ompt l y as i n- pl ace const r uct i on act i v i t i es occur , but i n no case l ess of t en t han on a weekl y basi s. I n addi t i on t o t he above, t he f ol l owi ng shal l be i ncl uded:

( 1) Act ual l ocat i on of al l Cont r act or i nst al l ed subsur f ace ut i l i t y l i nes. Type of mat er i al s act ual l y i nst al l ed, maj or s i zes of l i nes, et c. I n or der t hat t he l ocat i on of t hese l i nes and appur t enances may be det er mi ned i n t he event t he sur f ace openi ngs or i ndi cat or s become cover ed or obscur ed, t he r ecor d dr awi ngs shal l show, by of f set di mensi ons t o t wo per manent l y f i xed sur f ace f eat ur es, bot h ends of each r un and each change i n di r ect i on. Val ves, spl i ce boxes and si mi l ar appur t enances shal l be l ocat ed by di mensi ons al ong t he ut i l i t y r un f r om a r ef er ence poi nt . The aver age dept h bel ow t he sur f ace of each r un shal l al so be r ecor ded.

( 2) Any shop dr awi ngs whi ch const i t ut e par t of t he desi gn shal l be i ncl uded wi t h t he r ecor d dr awi ngs.

( 3) The manuf act ur er and model number of al l maj or i t ems of equi pment shal l be shown on t he r ecor d dr awi ngs.

( 4) Upon compl et i on of al l const r uct i on, t he Cont r act or wi l l del et e by not at i on al l r ef er ences t o f eat ur es not const r uct ed.

( b) These annot at ed pr i nt s shal l be cer t i f i ed as t o t hei r cor r ect ness by t he s i gnat ur e of t he Cont r act or and t ur ned over t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve not l at er t han t en ( 10) days af t er f i nal accept ance of t he wor k by t he Gover nment . Mar ked up

SECTI ON 01 10 00. 10 38 Page 6 pr i nt s shal l be r evi ewed f or appr oval by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve and r et ur ned f or cor r ect i ons as necessar y.

( End of Cl ause)

1. 11 FI NI SH MATERI AL SUBMI TTALS

Al l f i ni sh i t ems r equi r i ng submi t t al f or appr oval shal l be packaged by t he Cont r act or t o f or m one coor di nat ed submi t t al f or i nt er i or f i ni shes and one coor di nat ed and separ at e submi t t al f or ext er i or f i ni shes. Each submi t t al shal l c l ear l y convey col or s, t ext ur es and f i ni shes pr oposed t o per mi t a compl et e r evi ew on how t he f i ni shes i nt er act .

( End of Cl ause)

1. 12 ASBESTOS PERMI T AND NOTI FI CATI ON

Pr i or t o begi nni ng any demol i t i on or r enovat i on of exi st i ng bui l di ngs, t he Cont r act or shal l submi t not i f i cat i on t o t he appr opr i at e st at e agency by compl et i ng t her e " Asbest os Per mi t Appl i cat i on and Not i f i cat i on f or Demol i t i on/ Renovat i on" f or m. St at e l aw r equi r es not i f i cat i on whet her or not asbest os i s pr esent . A copy of t he st at e r esponse shal l be submi t t ed t o t he Gover nment f or i nf or mat i on.

The f ol l owi ng st at e agenci es r equi r e not i f i cat i on:

St at e of Nor t h Car ol i na Depar t ment of Heal t h and Nat ur al Resour ces Asbest os Hazar d Management Br anch Post Of f i ce box 27687 Ral ei gh, Nor t h Car ol i na 27611- 7687 ( 919) 773- 0820

( End of Cl ause)

1. 13 WORK I N QUARANTI NED AREA

USACE and t he U. S. Depar t ment of Agr i cul t ur e ( USDA) have a compl i ance agr eement r equi r i ng measur es t o pr event t he spr ead of cer t ai n pl ant pest s t hat may be pr esent i n t he soi l ( USACE ER 1110- 1- 5) . Maj or por t i ons of al l sout heast er n st at es ar e i n a quar ant i ne ar ea f or such pest s, i ncl udi ng t he i mpor t ed f i r e ant . I n addi t i on, adj acent st at es t o t he nor t h have i nt r oduced i nf est at i ons r esul t i ng f r om movement of soi l f r om i nf est ed sout heast er n st at es. The Cont r act or shal l t hor oughl y c l ean al l const r uct i on equi pment and t ool s at t he pr evi ous j ob s i t e i n a manner t hat ensur es t hat t hese i mpl ement s ar e f r ee f r om r esi dual soi l , egg deposi t s f r om pl ant pest s, noxi ous weeds, and pl ant seeds. Equi pment shal l be c l eaned usi ng wat er under pr essur e, and hand t ool s shal l be t hor oughl y c l eaned by br ushi ng or ot her means t o r emove al l soi l . I n addi t i on, al l const r uct i on equi pment and hand t ool s used f or t hi s USACE cont r act shal l be t hor oughl y c l eaned by t he Cont r act or bef or e t hey ar e r emoved f r om t hi s j ob s i t e. The Cont r act or shal l consul t wi t h t he USDA j ur i sdi ct i onal of f i ce f or addi t i onal c l eani ng r equi r ement s t hat may be necessar y.

( End of Cl ause)

1. 14 FI NAL AND CONDI TI ONAL ACCEPTANCE OF GRASSI NG

When, upon compl et i on of t he f i nal const r uct i on i nspect i on, t he wor k i s

SECTI ON 01 10 00. 10 38 Page 7 f ound t o compl y f ul l y wi t h cont r act pl ans, speci f i cat i ons, change or der s, and modi f i cat i ons, t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve wi l l gi ve f i nal accept ance, pr ovi ded a sat i sf act or y st and of gr ass has been obt ai ned. I f , due t o t he season, sat i sf act or y l i f e and gr owt h of gr ass cannot be det er mi ned when al l wor k i s compl et ed, t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve shal l gi ve t he Cont r act or wr i t t en not i ce of condi t i onal accept ance. Thi s not i ce of condi t i onal accept ance wi l l r el i eve t he Cont r act or of f ur t her const r uct i on or mai nt enance wor k except as not ed unt i l t he next gr owi ng season, at whi ch t i me he wi l l be r equi r ed t o pr oduce a l i v i ng and sat i sf act or y st and of gr ass and appl y wat er and/ or f er t i l i zer as r equi r ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve t o pr oduce a gr ass cover i n f ul l compl i ance wi t h t he i nt ent of t hese speci f i cat i ons. The Cont r act or shal l mai nt ai n adequat e er osi on cont r ol measur es dur i ng per i ods of condi t i onal accept ance of gr assi ng.

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1. 15 NCDOT SPECI FI CATI ONS

The Nor t h Car ol i na Depar t ment of Tr anspor t at i on ( NCDOT) " St andar d Speci f i cat i ons f or Roads and St r uct ur es Engl i sh, " ( her ei naf t er r ef er r ed t o as t he St andar d Speci f i cat i ons) appl i es t o t hi s wor k when so r ef er enced.

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1. 16 DEFI NI TI ONS FOR NCDOT SPECI FI CATI ONS

Wher ever i n t he Nor t h Car ol i na Depar t ment of Tr anspor t at i on " St andar d Speci f i cat i ons f or Roads and St r uct ur es" or on t he dr awi ngs t he f ol l owi ng t er ms ar e used, t he i nt ent shal l be as i ndi cat ed bel ow unl ess ot her wi se modi f i ed wi t hi n t he speci f i cat i ons:

St at e - - - - - - - - - - - - - - - - - U. S. Gover nment Depar t ment or Depar t ment of Tr anspor t at i on - - - - - - - - - - - Cor ps of Engi neer s Engi neer or Chi ef Engi neer - - - - - - - Cont r act i ng Of f i cer , Cor ps of Engi neer s Mat er i al s and Test Uni t - - - - - - - - Cor ps of Engi neer s Di v i s i on of Hi ghways- - - - - - - - - - Cor ps of Engi neer s Boar d or Boar d of Tr anspor t at i on- - - - Cor ps of Engi neer s

Where NCDOT mat er i al s and t est uni t r equi r ement s ar e r ef er enced i n t hese speci f i cat i ons, t hey shal l be t aken as such and not Cor ps of Engi neer s St andar ds unl ess ot her wi se st at ed.

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1. 17 PLANT LOCATI ON

The Cont r act or ' s pl ant shal l be ar r anged and l ocat ed i n ar eas appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve. Thi s r equi r ement i ncl udes t he const r uct i on pl ant ; of f i ces; shop and st or age bui l di ngs; housi ng f aci l i t i es and al l ot her equi pment and mat er i al s needed t o const r uct t he pr oj ect .

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SECTI ON 01 10 00. 10 38 Page 8

1. 18 PUBLI C CONVENI ENCE AND SAFETY

1. 18. 1 Roads To Be Cl osed

No r oad shal l be c l osed t o t he publ i c by t he Cont r act or unt i l const r uct i on of t he new f aci l i t i es i nf r i nge upon t he publ i c saf et y or unt i l const r uct i on of t he new f aci l i t i es obl i t er at e t he exi st i ng f aci l i t i es. The Cont r act or shal l obt ai n t he Cont r act i ng Of f i cer ' s appr oval bef or e c l osi ng any r oads.

Bar r i cades, danger , war ni ng and det our s i gns, as r equi r ed, shal l be er ect ed bef or e c l osi ng any r oads.

1. 18. 2 St or age of Mat er i al s

Mat er i al s and equi pment shal l not be st or ed wi t hi n r oadway r i ght s- of - way or i n such a manner as t o pose possi bl e danger or obst r uct i on t o t he t r avel i ng public.

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1. 19 MAI NTENANCE DURI NG CONSTRUCTI ON

Fr om t he f i r st day any wor k i s done, t he Cont r act or shal l mai nt ai n i n an equal l y sat i sf act or y condi t i on al l of t he i t ems of wor k cover ed by t he cont r act unt i l t hey ar e f i ni shed, pl aced i n ser vi ce unf i ni shed, or unt i l al l of t he wor k i s f i nal l y accept ed. Thi s mai nt enance shal l be cont i nuous and ef f ect i ve wor k pr osecut ed day by day wi t h adequat e equi pment t o t he end t hat r oadway and st r uct ur es ar e kept i n sat i sf act or y and accept abl e condi t i on. The Cont r act or shal l be r esponsi bl e f or mai nt ai ni ng al l bar r i cades, danger , war ni ng, and det our s i gns and l i ght s as speci f i ed her ei naf t er . When no pay i t em f or such mai nt enance i s shown i n t he Bi ddi ng Schedul e, t he cost of mai nt enance shal l be i ncl uded i n t he pr i ce bi d f or ot her pay i t ems, and no separ at e payment wi l l be made.

1. 19. 1 Mai nt enance When Wor k i s Suspended

I f const r uct i on i s suspended f or any r eason, t he Cont r act or shal l pl ace t he wor k i n such condi t i on as t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve di r ect s, bef or e suspensi on, and shal l mai nt ai n i t i n a condi t i on sat i sf act or y t o t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve t hr oughout t he per i od of t he suspensi on.

1. 19. 2 Fi nal Mowi ng

When t he wor k i s ot her wi se compl et ed, and bef or e i t i s f i nal l y accept ed, t he Cont r act or shal l gi ve t he seeded ar eas a f i nal mowi ng, as di r ect ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve.

1. 19. 3 Spi l l ed Mat er i al s

The Cont r act or shal l not al l ow spi l l ed mat er i al s t o r emai n on t he hi ghways. Spi l l age suf f i c i ent t o cr eat e a t r af f i c hazar d shal l be r emoved i mmedi at el y. Ot her l i ght spi l l age shal l be r emoved dai l y.

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1. 20 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 pr oposes t o f or m a cohesi ve par t ner shi p wi t h t he Cont r act or and i t s

SECTI ON 01 10 00. 10 38 Page 9 subcont r act or s. Thi s par t ner shi p woul d st r i ve t o dr aw on t he st r engt hs of each or gani zat i on i n an ef f or t t o achi eve a qual i t y pr oj ect done r i ght t he f i r st t i me, wi t hi n budget and on schedul e. I nt egr al t o t he par t ner shi p woul d be a j oi nt Cont r act or / Gover nment ef f or t t o set t l e any di sput es t hat may ar i se wi t hout cost l y and t i me consumi ng l i t i gat i on. To t hat end, a non- bi ndi ng pr ocedur e such as t he Al t er nat e Di sput e Resol ut i on pr ocess coul d be devel oped and agr eed upon by bot h par t i es when i t i s det er mi ned t o be necessar y. Thi s par t ner shi 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. Any cost associ at ed wi t h devel opi ng t hi s par t ner shi p wi l l be agr eed t o by bot h par t i es and wi l l be shar ed equal l y wi t h no change i n cont r act pr i ce.

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1. 21 LOAD RESTRI CTI ONS

The Cont r act or shal l compl y wi t h al l l egal l oad r est r i c t i ons i n t he haul i ng of mat er i al s on publ i c r oads beyond t he l i mi t s of t he pr oj ect . A speci al per mi t wi l l not r el i eve t he Cont r act or of l i abi l i t y f or damage whi ch may r esul t f r om such haul i ng. The Cont r act or shal l not oper at e equi pment of such wei ght or so l oaded as t o cause damage t o dr ai nage st r uct ur es or t he r oadway, or t o any ot her t ype of i mpr ovement , ei t her compl et ed or under const r uct i on. Haul i ng of mat er i al s over t he exi st i ng sur f ace shal l be l i mi t ed as di r ect ed, and i n no case shal l l egal l oad l i mi t s be exceeded unl ess per mi t t ed i n wr i t i ng. The Cont r act or shal l r epai r , at hi s own expense, al l damage t o t he wor k caused by hi s equi pment .

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1. 22 PROTECTI ON OF EXI STI NG FACI LI TI ES

The Cont r act or wi l l not be r esponsi bl e f or any al t er at i ons t o exi st i ng st r uct ur es or ut i l i t i es except t hose made by hi m f or hi s conveni ence. The Cont r act or shal l pr ot ect al l exi st i ng st r uct ur es, i ncl udi ng br i dges, r oadway embankment s, ut i l i t i es and i mpr ovement s f r om damage, and, i n t he event of damage as a r esul t of hi s oper at i ons, t he Cont r act or shal l be r esponsi bl e f or t hei r r epai r , r est or at i on, or f or al l cost of damage r esul t i ng t her ef r om. I n addi t i on, t he Cont r act or shal l be r esponsi bl e f or any damage t o br i dge or cul ver t s t r uct ur es or r ai l way embankment s or t r ack caused by t he unaut hor i zed excavat i on or excavat i on beyond t he pr oj ect di mensi ons shown on t he pl ans. I f t he Cont r act or el ect s t o have al t er at i ons made t o any exi st i ng st r uct ur e, ut i l i t y or ot her i mpr ovement s f or hi s conveni ence, he shal l make ar r angement s wi t h t he owner of t he f aci l i t y f or such al t er at i ons and t he agr eement shal l be r evi ewed and appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve pr i or t o t hei r al t er at i on.

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1. 23 HAUL ROADS

( 1985 HQ USACE)

Whenever pr act i cal , one- way haul r oads shal l be used on t hi s cont r act .

Haul r oads bui l t and mai nt ai ned f or t hi s wor k shal l compl y wi t h t he following:

( a) One- way haul r oads f or of f - t he r oad equi pment ; e. g. , bel l y bumps, scr aper s, and of f - t he- r oad t r ucks shal l have a mi ni mum usabl e wi dt h of 25 f t . One- way haul r oads f or over - t he- r oad haul age equi pment onl y

SECTI ON 01 10 00. 10 38 Page 10

( e. g. , dump t r ucks, et c. ) may be r educed t o a usabl e wi dt h of 15 f t .

When t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve det er mi nes t hat i t i s i mpr act i cal t o obt ai n t he r equi r ed wi dt h f or one- way haul r oads ( e. g. , a r oad on t op of a l evee) , a usabl e wi dt h of not l ess t han 10 f t . may be appr oved by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, pr ovi ded a posi t i ve means of t r af f i c cont r ol i s i mpl ement ed. Such posi t i ve means shal l be s i gns, s i gnal s, and/ or s i gnal man and an ef f ect i ve means of speed cont r ol .

( b) Two- way haul r oads f or of f - t he- r oad haul age equi pment shal l have usabl e wi dt h of 60 f t . Two- way haul r oads f or over - t he- r oad haul age equi pment onl y may be r educed t o a usabl e wi dt h of 30 f t .

( c) Haul r oads shal l be gr aded and ot her wi se mai nt ai ned t o keep t he sur f ace f r ee f r om pot hol es, r ut s, and s i mi l ar condi t i ons t hat coul d r esul t i n unsaf e oper at i on.

( d) Gr ades and cur ves shal l al l ow a mi ni mum si ght di st ance of 200 f t . f or one- way r oads and 300 f t . f or t wo- way r oads. Si ght di st ance i s def i ned as t he cent er l i ne di st ance an equi pment oper at or ( 4. 5 f t . above t he r oad sur f ace) can see an obj ect 4. 5 f t . above t he r oad sur f ace. When condi t i ons make i t i mpr act i cal t o obt ai n t he r equi r ed s i ght di st ance ( e. g. , r amps over l evees) , a posi t i ve means of t r af f i c cont r ol shal l be implemented.

( e) Dust abat ement shal l per mi t obser vat i on of obj ect s on t he r oadway at a mi ni mum di st ance of 300 f t .

( f ) Haul r oads shal l have t he edges of t he usabl e por t i on mar ked wi t h post s at i nt er val s of 50 f t . on cur ves and 200 f t . maxi mum el sewher e.

Such mar ker s shal l ext end 6 f t . above t he r oad sur f ace and, f or ni ght t i me haul age, be pr ovi ded wi t h r ef l ect or s i n bot h di r ect i ons.

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1. 24 RESPONSI BI LI TY FOR BORROW AREA ACCESS ROAD

Bor r ow pi t l ocat i ons ar e shown on t he pl ans. The Cont r act or shal l const r uct and mai nt ai n any access r oads r equi r ed t o t he pi t and when di r ect ed by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve, obl i t er at e same. No separ at e payment s wi l l be made f or const r uct i on, mai nt enance or obl i t er at i on of any access r oads t o, or haul r oads f r om, t he pi t s. Al l cost shal l be i ncl uded i n cost of mat er i al r emoved f r om t he pi t and accept abl y pl aced i n t he pr oj ect .

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1. 25 CONTRACT DRAWI NGS AND SPECI FI CATI ONS

( AUG 2000) DFARS 252. 236- 7001

( a) The Gover nment wi l l pr ovi de t o t he Cont r act or , wi t hout char ge, 5 CDs, 2 set s of Ful l - Si ze cont r act dr awi ngs, 2 set s of Hal f - s i ze cont r act dr awi ngs and 3 set s of speci f i cat i ons, except publ i cat i ons i ncor por at ed i nt o t he t echni cal pr ovi s i ons by r ef er ence, i n el ect r oni c or paper medi a as chosen by t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed representative.

( b) The Cont r act or shal l —

SECTI ON 01 10 00. 10 38 Page 11

( 1) Check al l dr awi ngs f ur ni shed i mmedi at el y upon r ecei pt ;

( 2) Compar e al l dr awi ngs and ver i f y t he f i gur es bef or e l ayi ng out t he wor k;

( 3) Pr ompt l y not i f y t he Cont r act i ng Of f i cer or hi s/ her desi gnat ed r epr esent at i ve of any di scr epanci es;

( 4) Be r esponsi bl e f or any er r or s t hat mi ght have been avoi ded by compl yi ng wi t h t hi s par agr aph ( b) ; and

( 5) Repr oduce and pr i nt cont r act dr awi ngs and speci f i cat i ons as needed.

( c) I n gener al - -

( 1) Lar ge- scal e dr awi ngs shal l gover n smal l - scal e dr awi ngs;

and

( 2) The Cont r act or shal l f ol l ow f i gur es mar ked on dr awi ngs i n pr ef er ence t o scal e measur ement s.

( d) Omi ssi ons f r om t he dr awi ngs or speci f i cat i ons or t he mi sdescr i pt i on of det ai l s of wor k t hat ar e mani f est l y necessar y t o car r y out t he i nt ent of t he dr awi ngs and speci f i cat i ons, or t hat ar e cust omar i l y per f or med, shal l not r el i eve t he Cont r act or f r om per f or mi ng such omi t t ed or mi sdescr i bed det ai l s of t he wor k. The Cont r act or shal l per f or m such det ai l s as i f f ul l y and cor r ect l y set f or t h and descr i bed i n t he dr awi ngs and speci f i cat i ons.

( e) The wor k shal l conf or m t o t he speci f i cat i ons and t he cont r act dr awi ngs i dent i f i ed i n t he I ndex of Dr awi ngs of t he Pl ans.

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PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

SECTI ON 01 10 00. 10 38 Page 12

SOF GSB TEMF BR79453

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Design Requirements

1.3.3 Location

1.3.4 Accessibility Requirements

1.4 BUILDING AREAS

1.4.1 Tactical Equipment Maintenance Facility (TEMF)

1.4.2 Organizational Storage Buildings

1.4.3 Hazardous Waste Storage Building

1.4.4 Petroleum, Oil, and Lubricants (POL) Storage Building

1.5 PROJECT ENVIRONMENTAL GOALS

1.5.1 LEED Silver Rating

1.5.2 EPA Energy Performance Rating

1.6 COMMISSIONING

1.7 EXISTING WORK

1.8 LOCATION OF UNDERGROUND UTILITIES

1.9 GOVERNMENT-PROVIDED WORK

1.10 IDENTIFICATION OF EMPLOYEES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 189.1 (2014; ERTA 1 2017) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASHRAE Guideline 0 (2013) The Commissioning Process

ASHRAE Guideline 1.1 (2007) HVAC&R Technical Requirements for The Commissioning Process

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

U.S. ARMY CORPS OF ENGINEERS SAVANNAH DISTRICT (CESAS)

SAS Des Manl Savannah District Design Manual for Military Construction (Volumes I & II)

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) General Building Requirements

UFC 1-200-02 (2016) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 3) Architecture

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (v4) Leadership in Energy and Environmental Design(tm) New Construction Rating System

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in

SECTION 01 11 00 Page 2

ASTM E2114, Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and this Section.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

a. The work consists of the design and construction of a Special Operations Forces (SOF) Standard Design Tactical Equipment Maintenance Facility (TEMF) for the Group Suppoort Battalion (GSB). This project type is to provide facilities for the purpose of maintaining and repairing vehicles, complete with equipment and parts storage and administrative offices. It is intended to be similar to heavy equipment or motor pool facilities in the private sector community. Total Unit Strength of GSB TEMF is 95 personnel, assume 12 percent of personnel are female unless otherwise indicated.

b. The project will include SOF TEMF for Group Support Battalion. The maximum allowable gross square footage for each item included in the project is:

TEMF size: SOF Standard Two-Story Medium

The maximum gross area for the primary TEMF (excluding site storage buildings) in the project is limited to 36,060 square feet (sf).

A 10-ton bridge crane is required in this TEMF.

Number of organizational vehicles to be accommodated: 290

Organizational vehicle hardstand: 32,200 square yards (sy)

Organizational storage buildings (OSB): 16,140 square feet (sf) total allocated as follows:

Organizational Storage Building A: 5,356 sf Organizational Storage Building B: 5,356 sf Organizational Storage Building C: 5,356 sf

Petroleum, Oil, and Lubricants Storage Building (POL) and Hazardous Waste Storage Building: 1,080 sf total:

SECTION 01 11 00 Page 3

POL Storage Building: 540 sf Hazardous Waste Storage Building: 540 sf

Petroleum, Oil, and Lubricants (POL) vehicle parking is required.

Privately Owned Vehicle (POV) Parking is required.

c. Base Bid Design shall include the complete designs for the Furniture, Fixtures, and Equipment (FF&E), Audio Video (AV), and Electronic Security System (ESS) necessary to support the TEMF building. These designs shall include, but are not limited to, all required building infrastructure, detailed equipment lists, and equipment wiring diagrams required to support optional bid item specific requirements found in various technical sections of this Request for Proposal.

d. Provide the site design and construction within the TEMF limits of construction necessary to support the new building facilities. Supporting facilities include, but are not limited to, utilities, communications, electric service, exterior and security lighting, fire protection and alarm systems, security fencing and gates, water, gas, sewer, oil water separators, storm drainage, and site improvements. Provide accessibility for individuals with disabilities. Include Antiterrorism/Force Protection measures in the facility design in accordance with applicable criteria.

e. Approximate area available for this facility is shown on the Drawings.

f. Project will include, issued under separate contract, the demolition of existing GSB buildings E-1351, E-1354, and E-3564. Total square footage to be demolished is approximately 43,600 square feet. These buildings will be operational and occupied during construction. Notice to Proceed for demolition will not be provided until 90 days after GSB TEMF Soldier Ready Date. Buildings are outside the GSB TEMF limits of construction, reference RFP Drawings for location.

1.3.2 Design Requirements

Design shall be in accordance with the ICC IBC as adopted and modified by the Unified Facilities Criteria, UFC 1-200-01, SAS Des Manl, referenced design standards, Ft. Bragg IDG, and applicable industry codes for the particular material involved. In the event of conflict, consult the COR for guidance.

Design shall be in accordance with UFC 1-200-02. Specific requirements found in various technical sections of this Request for Proposal are not intended to preclude the Contractor from complying with UFC 1-200-02, other than the requirements for realignment of the facilities on the site plan and major revision to the exterior fenestration to achieve daylighting by sidelighting. Provide, as part of the Request for Proposal response, ASHRAE 189.1 Compliance Forms to demonstrate which requirements will be met by the proposal.

1.3.3 Location

The work shall be located at Yarborough Complex (old ammunitions Supply Point), Ft. Bragg, NC. Refer to RFP Drawings for location. Adhere to site plans provided in RFP other than to make revisions to meet applicable codes and project criteria, subject to Government approval.

SECTION 01 11 00 Page 4

1.3.4 Accessibility Requirements

The TEMF buildings shall be handicapped accessible.

1.4 BUILDING AREAS

a. GROSS AREA: Gross areas of facilities shall be computed according to UFC 3-101-01. Maximum gross area limits indicated in Paragraph "Project Description", above, may not be exceeded. A smaller overall gross area is permissible if all established net area program requirements are met.

b. NET AREA: Minimum net area requirements for functional spaces shall not be less than those indicated in the RFP Drawings. If net area requirements are not indicated, the space shall be sized to accommodate the required function, comply with code requirements, and comply with overall gross area limitations (e.g., area requirements for corridors, stairs, and mechanical rooms will typically be left to the discretion of the Designer of Record

(DOR)).

1.4.1 Tactical Equipment Maintenance Facility (TEMF)

a. The primary TEMF is composed of 2 main types of functional areas: Repair Bays (consisting of Repair areas and Maintenance areas), and the Core Area. Refer to the Drawings for the required functional and operational spaces and required adjacencies. Core area eave heights shall be determined by building components and systems. The maintenance bay eave height shall be determined by building systems, components, overhead door clearances, and as required to allow a minimum 20-foot hook height for bridge crane.

b. Provide a 10-ton overhead bridge crane for full coverage of the maintenance bays. Removable rail stops shall be installed to limit crane travel as indicated Section 01 11 00.02 and RFP Drawings.

c. Provide infrastructure to support two-post 18,000# hydraulic vehicle lifts as indicated Section 01 11 00.02 ARCHITECTURAL AND INTERIOR DESIGN SUMMARY OF WORK, the Drawings, and FF&E package. Power for each lift shall be run in the slab and protected from water intrusion; overhead power shall not be used.

1.4.2 Organizational Storage Buildings

Organizational Storage buildings shall be detached single-story structures. These buildings are for storage of deployment equipment. The size of these facilities shall be as indicated in Paragraph "Project Description" above.

1.4.3 Hazardous Waste Storage Building

Provide a building, with solid walls and roof, for the temporary storage of used lubricants, flammable solvents, dry sweep, etc. Used anti-freeze and used POL fluids are stored separately in 500-gallon tanks and not stored in this facility. The size of this facility shall be as indicated in Paragraph "Project Description" above.

1.4.4 Petroleum, Oil, and Lubricants (POL) Storage Building

Provide a building, with solid walls and roof, for storing oil, lubricants, and flammable solvents for daily use. This facility is sized to store

SECTION 01 11 00 Page 5 materials, consisting of engine oil, gear oil, transmission fluid, grease, and antifreeze stored in 55 gallon drums, used in the Fluid Distribution Room. The size of this facility shall be as indicated in Paragraph "Project Description" above.

1.5 PROJECT ENVIRONMENTAL GOALS

Distribute copies of the Environmental Goals to each subcontractor. Submit the same information to Contracting Officer for approval prior to inclusion in Environmental Protection Plan. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Environmental goals include:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum quantity of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality.

1.5.1 LEED Silver Rating

Complete the project in compliance with LEED NC, level silver requirements. Contractor is not required to pay registration or certification fees to obtain independent verification through USGBC, but shall provide the documentation necessary to verify compliance. See Sections 01 33 16 DESIGN DATA (DESIGN AFTER AWARD) and 01 33 29 SUSTAINABILITY REPORTING for additional information.

1.5.2 EPA Energy Performance Rating

Provide work consistent to meet Energy Star requirements.

1.6 COMMISSIONING

The Government will retain the services of a commissioning agent, at the beginning of the design process, to perform complete, detailed commissioning services including system startup services, control of shop drawings, and operation and maintenance training, documentation, and manuals, as required to meet LEED certification. Systems and equipment including controls (HVAC and lighting) shall be commissioned in accordance with ASHRAE Guideline 1.1. The Commissioning Authority as described in ASHRAE Guideline 1.1 shall be certified as a Commissioning Authority by AABC, NEBB, or TABB. The Commissioning Agent shall not be hired by the Contractor but shall be a third party in accordance with LEED

SECTION 01 11 00 Page 6 requirements. The Contracting Officer will act as the Government’s representative in performance of duties spelled out under OWNER in Annex F of ASHRAE Guideline 0 -2005. The Commissioning agent shall also provide enhanced commissioning of systems, to meet LEED requirements. UFGS Section 01 91 00.15 TOTAL BUILDING COMMISSIONING shall be edited as applicable by the Designer of Record during design.

1.7 EXISTING WORK

In addition to FAR 52.236-9 "Protection of Existing Vegetation, Structures, Equipment,…