PN81165_RTA_SPECS_Vol I of III.pdf

Solicitation No. W912PM20R0001

PN81165 Construct SOF Human Performance Training Center (HPTC)

Ft. Bragg, North Carolina

RTA Specifications Vol 1 of 3

July 2020

Specifications – Volume I of III

Division 00 – Division 07

Fort Bragg, North Carolina

SOF Human Platform-Force Generation

(FORGE) Facility

PN81165

Solicitation No.: W912PM-20-R-0001

Ready for Advertisement

July 23, 2020

SOF Human Platform-Force Generation (FORGE) Facility PN81165

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PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS DREDGING /

CONSTRUCTION

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 32 01.00 37 PROJECT SCHEDULE

01 33 00.00 37 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

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 62 35.37 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00.00 37 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 37 COMMISSIONING

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

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 43 POLISHED CONCRETE FINISHING

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 33 23 OVERHEAD COILING DOORS

08 33 43 FIRE AND SMOKE RATED CURTAINS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 41 23 FIRE RATED ALUMINUM FRAMED STOREFRONTS

08 42 29 SLIDING AUTOMATIC ENTRANCES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC

09 51 00 ACOUSTICAL CEILING TILE

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23.03 RESINOUS FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 93 23 INTERIOR STAINS AND TRANSPARENT FINISHES

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

PROJECT TABLE OF CONTENTS Page 2

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 43 13 DEFIBRILLATOR CABINETS

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 51 14 METAL MINI LOCKERS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 27 00 VAULTS

13 34 19 METAL BUILDING SYSTEMS

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 48.19 FORCE PROTECTION BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER AND HOT WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - FIRE

ALARM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

BUILDING AUTOMATION SYSTEM (BAS) / BUILDING MANAGEMENT

SYSTEM (BMS)

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

LIGHTING CONTROL SYSTEM

25 05 11.04 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - CARD

PROJECT TABLE OF CONTENTS Page 3

SWIPE CONTROL SYSTEM

25 05 11.05 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

CLOSED CIRCUIT TELEVISION (CCTV)

25 05 11.06 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

AUDIO VISUAL (A/V)

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 18 13 SYNTHETIC GRASS SURFACING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 01 30.16 TV INSPECTION OF SEWER PIPELINES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS DISTRIBUTION PIPELINES

PROJECT TABLE OF CONTENTS Page 4

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

PROJECT TABLE OF CONTENTS Page 6

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15 Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

VOLUME 1 OF 2

SHEET ID. TITLE

G-001A COVER SHEET - VOLUME 1

G-002A SHEET INDEX - VOLUME 1

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 LOCATION PLAN AND HAUL ROUTE

VF100 TOPOGRAPHIC SURVEY

VF101 TOPOGRAPHIC SURVEY

VF102 TOPOGRAPHIC SURVEY

VF103 TOPOGRAPHIC SURVEY

VF104 TOPOGRAPHIC SURVEY

BB001 BORING LOCATION PLAN

BB101 BORING LOGS

BB102 BORING LOGS

BB103 BORING LOGS

C-001 CIVIL GENERAL NOTES

C-002 CIVIL LEGEND AND ABBREVIATIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CS504 SITE DETAILS

CG001 EROSION AND SEDIMENT CONTROL NARRATIVE

CG002 EROSION AND SEDIMENT CONTROL NOTES

CG003 EROSION AND SEDIMENT CONTROL NCDEQ NOTES

CG004 EROSION AND SEDIMENT CONTROL REPORTING NOTES

CG101 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1

CG102 EROSION AND SEDIMENT CONTROL - PHASE 2.1

CG103 EROSION AND SEDIMENT CONTROL - PHASE 2.2

CG104 FINAL EROSION AND SEDIMENT CONTROL PLAN

CG111 GRADING AND DRAINAGE PLAN

CG201 STORM DRAIN PROFILES

CG202 STORM DRAIN PROFILES AND DETAIL

CG501 EROSION AND SEDIMENT CONTROL DETAILS

CG502 EROSION AND SEDIMENT CONTROL DETAILS

CG503 EROSION AND SEDIMENT CONTROL DETAILS

CG504 STORM DRAINAGE DETAILS

CG505 STORM DRAINAGE DETAILS

CG506 STORM DRAINAGE DETAILS

CG507 STORM DRAINAGE DETAILS

DOCUMENT 00 01 15 Page 3

LP101 LANDSCAPE PLAN

LP501 LANDSCAPE SCHEDULE AND DETAILS

LP502 LANDSCAPE DETAILS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL STRUCTURAL NOTES

S-005 RETAINING WALL LAYOUT PLAN

SB101 PARTIAL FOUNDATION PLAN - PART A

SB102 PARTIAL FOUNDATION PLAN - PART B

SB103 PARTIAL FOUNDATION PLAN - PART C

SB104 MASONRY WALL PLAN

SB201 ENLARGED PLAN

SB301 FOUNDATION SECTIONS

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 MASONRY DETAILS

SB506 MASONRY DETAILS

SF101 PARTIAL FRAMING PLANS - PART A

SF102 PARTIAL SECOND FLOOR, LOW ROOF, AND CORRIDOR FRAMING PLAN - PART B

SF103 PARTIAL SECOND FLOOR, LOW ROOF, AND CORRIDOR FRAMING PLAN - PART C

SF104 PARTIAL ROOF FRAMING PLAN - PART A

SF105 PARTIAL ROOF FRAMING PLAN - PART C

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF311 ROOF FRAMING SECTIONS

SF401 ENLARGED FRAMING PLANS

SF402 ENLARGED ENTRY CANOPY FRAMING PLAN AND DETAILS

SF501 TYPICAL FRAMING DETAILS

SF502 TYPICAL FRAMING DETAILS

SF503 TYPICAL FRAMING DETAILS

SF504 TYPICAL ROOF FRAMING DETAILS

SF505 TYPICAL ROOF FRAMING DETAILS

SF601 COLUMN SCHEDULE

A-010 AIR BARRIER KEY PLAN AND SECTIONS

A-011 AIR BARRIER DETAILS

A-100 COMPOSITE FIRST FLOOR PLAN

A-101 PARTIAL FIRST FLOOR PLAN - PART A1

A-102 PARTIAL FIRST FLOOR PLAN - PART A2

A-103 PARTIAL FIRST FLOOR PLAN - PART A3

A-104 PARTIAL FIRST FLOOR PLAN - PART A4

A-105 PARTIAL FIRST FLOOR PLAN - PART B

A-106 PARTIAL FIRST FLOOR PLAN - PART C

A-107 SECOND FLOOR PLAN - PART C

A-110 ROOF PLAN

A-111 ENLARGED LOW ROOF PLAN

A-120 COMPOSITE FIRST FLOOR REFLECTED CEILING PLAN

A-121 FIRST FLOOR REFLECTED CEILING PLAN - PART A1

A-122 FIRST FLOOR REFLECTED CEILING PLAN - PART A2

A-123 FIRST FLOOR REFLECTED CEILING PLAN - PART A3

A-124 FIRST FLOOR REFLECTED CEILING PLAN - PART A4

A-125 FIRST FLOOR REFLECTED CEILING PLAN - PART B

A-126 FIRST FLOOR REFLECTED CEILING PLAN - PART C

A-127 SECOND FLOOR REFLECTED CEILING PLAN - PART C

A-201 SOUTH ELEVATIONS

A-202 NORTH ELEVATIONS

A-203 EAST ELEVATIONS

DOCUMENT 00 01 15 Page 4

A-204 EAST ELEVATIONS

A-205 WEST ELEVATIONS

A-206 WEST ELEVATIONS

A-207 ENLARGED ELEVATIONS

A-301 BUILDING SECTIONS

A-302 ENLARGED BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-315 WALL SECTIONS

A-316 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-403 INTERIOR ELEVATIONS

A-404 INTERIOR ELEVATIONS

A-405 INTERIOR ELEVATIONS

A-410 ENLARGED STAIR PLANS AND SECTIONS

A-411 ENLARGED STAIR DETAILS

A-412 ENLARGED ELEVATOR PLANS AND SECTIONS

A-420 ENLARGED INTERIOR SECTIONS AND DETAILS

A-421 ENLARGED INTERIOR SECTIONS AND DETAILS

A-501 PARTITION TYPES AND DETAILS

A-502 INTERIOR PLAN DETAILS

A-503 EXTERIOR PLAN DETAILS

A-504 CEILING DETAILS

A-510 WALL SECTION DETAILS

A-511 WALL SECTION DETAILS

A-512 WALL SECTION DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-602 DOOR AND FRAME DETAILS

A-603 DOOR AND FRAME DETAILS

A-604 DOOR AND FRAME DETAILS

A-610 CURTAIN WALL AND STOREFRONT TYPES

A-611 CURTAIN WALL DETAILS

A-612 CURTAIN WALL DETAILS

A-613 CURTAIN WALL DETAILS

A-614 CURTAIN WALL DETAILS

A-615 LOUVER TYPES AND DETAILS

A-701 CODE ANALYSIS

A-702 FIRST FLOOR LIFE SAFETY PLAN

A-703 SECOND FLOOR LIFE SAFETY PLAN

A-801 PERSEPCTIVE VIEWS

I-101 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART A1

I-102 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART A2

I-103 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART A3

I-104 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART A4

I-105 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART B

I-106 PARTIAL FIRST FLOOR FINISH AND SIGNAGE PLAN - PART C

I-107 SECOND FLOOR FINISH AND SIGNAGE PLAN - PART C

I-108 PARTIAL FIRST FLOOR FURNITURE PLAN - PART A1

I-109 PARTIAL FIRST FLOOR FURNITURE PLAN - PART A2

I-110 PARTIAL FIRST FLOOR FURNITURE PLAN - PART A3

I-111 PARTIAL FIRST FLOOR FURNITURE PLAN - PART A4

I-112 PARTIAL FIRST FLOOR FURNITURE PLAN - PART B

I-113 PARTIAL FIRST FLOOR FURNITURE PLAN - PART C

I-114 SECOND FLOOR FURNITURE PLAN - PART C

I-501 SIGNAGE DETAILS

DOCUMENT 00 01 15 Page 5

I-502 SIGNAGE DETAILS

I-601 FINISH LEGEND AND SCHEDULE

VOLUME 2 OF 2

SHEET ID. TITLE

G-001B COVER SHEET - VOLUME 2

G-002B SHEET INDEX - VOLUME 2

G-003 GENERAL NOTES, ABBREVIATIONS

CS504 SITE DETAILS

CG105 FINAL EROSION AND SEDIMENT CONTROL PLAN

SF402 ENLARGED ENTRY CANOPY FRAMING PLAN AND DETAILS

F-001 FIRE PROTECTION LEGEND AND GENERAL NOTES

F-002 FIRE ALARM LEGEND AND OPERATIONS MATRIX

F-101 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PART A1

F-102 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PART A2

F-103 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PART A3

F-104 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - PART A4

F-105 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - B

F-106 PARTIAL FIRST FLOOR FIRE PROTECTION PLAN - C

F-107 SECOND FLOOR FIRE PROTECTION PLAN

F-501 FIRE PROTECTION DETAILS I

F-502 FIRE PROTECTION DETAILS II

F-503 FIRE PROTECTION DETAILS III

F-601 FIRE ALARM AND MNS DIAGRAM

P-001 PLUMBING LEGEND

P-101 PARTIAL FIRST FLOOR PLUMBING PLAN - PART A1 - PRESSURE PIPING

P-101A PARTIAL FIRST FLOOR PLUMBING PLAN - PART A1 - SANITARY PIPING

P-102 PARTIAL FIRST FLOOR PLUMBING PLAN - PART A2 - PRESSURE PIPING

P-102A PARTIAL FIRST FLOOR PLUMBING PLAN - PART A2 - SANITARY PIPING

P-103 PARTIAL FIRST FLOOR PLUMBING PLAN - PART A3 - PRESSURE PIPING

P-103A PARTIAL FIRST FLOOR PLUMBING PLAN - PART A3 - SANITARY PIPING

P-104 PARTIAL FIRST FLOOR PLUMBING PLAN - PART A4 - PRESSURE PIPING

P-104A PARTIAL FIRST FLOOR PLUMBING PLAN - PART A4 - SANITARY PIPING

P-105 PARTIAL FIRST FLOOR PLUMBING PLAN - PART B - PRESSURE PIPING

P-105A PARTIAL FIRST FLOOR PLUMBING PLAN - PART B - SANITARY PIPING

P-106 PARTIAL FIRST FLOOR PLUMBING PLAN - PART C - PRESSURE PIPING

P-106A PARTIAL FIRST FLOOR PLUMBING PLAN - PART C - SANITARY PIPING

P-107 SECOND FLOOR PLUMBING PLAN - PART C - PREESSURE PIPING

P-107A SECOND FLOOR PLUMBING PLAN - PART C - SANITARY PIPING

P-301 PLUMBING SECTIONS

P-401 PLUMBING ENLARGED PLANS

P-401A PLUMBING ENLARGED PLANS SANITARY

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 SANITARY RISERS

P-702 WATER RISERS

P-703 STORM RISERS

P-704 GAS RISER

M-001 HVAC LEGEND, ABBREVIATIONS, GENERAL NOTES

M-101 PARTIAL FIRST FLOOR HVAC PLAN - A1

M-102 PARTIAL FIRST FLOOR HVAC PLAN - A2

M-103 PARTIAL FIRST FLOOR HVAC PLAN - A3

M-104 PARTIAL FIRST FLOOR HVAC PLAN - A4

M-105 PARTIAL FIRST FLOOR HVAC PLAN - B

M-106 PARTIAL FIRST FLOOR HVAC PLAN - C

M-107 SECOND FLOOR HVAC PLAN

M-111 FIRST FLOOR PIPING PLAN - A1

M-112 FIRST FLOOR PIPING PLAN - A2

M-113 FIRST FLOOR PIPING PLAN - A3

DOCUMENT 00 01 15 Page 6

M-114 FIRST FLOOR PIPING PLAN - A4

M-115 FIRST FLOOR PIPING PLAN - B

M-116 FIRST FLOOR PIPING PLAN - C

M-117 SECOND FLOOR PIPING PLAN

M-301 BUILDING SECTIONS

M-302 BUILDING SECTIONS

M-401 HVAC ENLARGED PLANS

M-402 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-701 HVAC FLOW DIAGRAMS

M-801 HVAC CONTROLS LEGEND AND INSTRUCTIONS

M-802 HVAC CONTROLS CHILLED WATER SYSTEM SEQUENCE OF OPERATION

M-803 HVAC CONTROLS CHILLED WATER SYSTEM CONTROL POINTS LIST

M-804 HVAC CONTROLS HOT WATER SYSTEM SEQUENCE OF OPERATION

M-805 HVAC CONTROLS HOT WATER SYSTEM CONTROLS POINTS LIST

M-806 HVAC CONTROLS ENERGY RECOVERY VENTILATOR SEQUENCE OF OPERATION

M-807 HVAC CONTROLS ENERGY RECOVERY VENTILATOR CONTROL POINTS LIST

M-808 HVAC CONTROLS SINGLE ZONE VAV AIR HANDLING UNIT SEQUENCE OF

OPERATION

M-809 HVAC CONTROLS SINGLE ZONE VAV AIR HANDLING UNIT CONTROL POINTS LIST

M-810 HVAC CONTROLS ENERGY RECOVERY VENTILATOR SEQUENCE OF OPERATION

M-811 HVAC CONTROLS ENERGY RECOVERY VENTILATOR CONTROL POINTS LIST

M-812 HVAC CONTROLS VAV AIR HANDLING UNIT SEQUENCE OF OPERATION

M-813 HVAC CONTROLS VAV AIR HANDLING UNIT CONTROL POINTS LIST

M-814 HVAC CONTROLS MISCELLANEOUS SYSTEMS SEQUENCE OF OPERATION

M-815 HVAC CONTROLS MISCELLANEOUS SYSTEMS CONTROL POINTS LIST

M-816 CONTROLS - PLUMBING SYSTEMS

M-817 HVAC CONTROLS MISCELLANEOUS SCHEDULES

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, GENERAL NOTES

E-101 PARTIAL FIRST FLOOR POWER PLAN - PART A1

E-102 PARTIAL FIRST FLOOR POWER PLAN - PART A2

E-103 PARTIAL FIRST FLOOR POWER PLAN - PART A3

E-104 PARTIAL FIRST FLOOR POWER PLAN - PART A4

E-105 PARTIAL FIRST FLOOR POWER PLAN - PART B

E-106 PARTIAL FIRST FLOOR POWER PLAN - PART C

E-107 SECOND FLOOR POWER PLAN - PART C

E-110 LIGHTNING PROTECTION AND GROUNDING PLAN

E-121 PARTIAL FIRST FLOOR LIGHTING PLAN - PART A1

E-122 PARTIAL FIRST FLOOR LIGHTING PLAN - PART A2

E-123 PARTIAL FIRST FLOOR LIGHTING PLAN - PART A3

E-124 PARTIAL FIRST FLOOR LIGHTING PLAN - PART A4

E-125 PARTIAL FIRST FLOOR LIGHTING PLAN - PART B

E-126 PARTIAL FIRST FLOOR LIGHTING PLAN - PART C

E-127 SECOND FLOOR LIGHTING PLAN - PART C

E-131 ELECTRICAL SITE DEMOLITION PLAN AREA A

E-132 TELECOMMUNICATIONS SITE DEMOLITION PLAN AREA A

E-133 ELECTRICAL SITE PLAN AREA A

E-134 ELECTRICAL SITE PLAN AREA B

E-135 ELECTRICAL SITE PLAN KENNEDY HALL

E-401 ENLARGED POWER PLANS

E-402 ENLARGED POWER PLANS

E-501 LIGHTNING PROTECTION DETAILS

E-502 LIGHTNING PROTECTION DETAILS

E-503 ELECTRICAL DETAILS

DOCUMENT 00 01 15 Page 7

E-601 POWER RISER DIAGRAM

E-602 GROUNDING RISER DIAGRAM

E-603 EQUIPMENT CONNECTION SCHEDULE

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

E-606 PANELBOARD SCHEDULES

E-607 PANELBOARD SCHEDULES

E-608 LIGHT FIXTURE SCHEDULE

E-609 LIGHT FIXTURE DETAILS

E-610 LIGHT FIXTURE DETAILS

T-001 TELECOMMUNICATIONS LEGEND AND GENERAL NOTES

TN101 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART A1

TN102 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART A2

TN103 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART A3

TN104 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART A4

TN105 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART B

TN106 PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - PART C

TN107 SECOND FLOOR TELECOMMUNICATIONS PLAN - PART C

TN401 ENLARGED TELECOMMUNICATIONS PLANS

TN402 ENLARGED TELECOMMUNICATIONS PLANS

TN403 ENLARGED TELECOMMUNICATIONS PLANS

TN404 ENLARGED TELECOMMUNICATIONS PLANS

TN405 ENLARGED TELECOMMUNICATIONS PLANS

TN406 ENLARGED TELECOMMUNICATIONS PLANS

TN501 TELECOMMUNICATIONS DETAILS

TN502 TELECOMMUNICATIONS DETAILS

TN601 TELECOMMUNICATIONS RISER DIAGRAMS

TN602 TELECOMMUNICATIONS RISER DIAGRAMS

TN603 TELECOMMUNICATIONS RISER DIAGRAMS

TY101 PARTIAL FIRST FLOOR SECURITY PLAN - PART A1

TY102 PARTIAL FIRST FLOOR SECURITY PLAN - PART A2

TY103 PARTIAL FIRST FLOOR SECURITY PLAN - PART A3

TY104 PARTIAL FIRST FLOOR SECURITY PLAN - PART A4

TY105 PARTIAL FIRST FLOOR SECURITY PLAN - PART B

TY106 PARTIAL FIRST FLOOR SECURITY PLAN - PART C

TY107 SECOND FLOOR SECURITY PLAN - PART C

TY401 ENLARGED SECURITY PLANS

TY501 SECURITY DETAILS

TY502 SECURITY DETAILS

TY601 SECURITY RISER DIAGRAMS

TA001 AUDIOVISUAL GENERAL NOTES

TA002 AUDIOVISUAL SYMBOLS AND LEGENDS

TA100 FIRST FLOOR AUDIOVISUAL PLAN - COMPOSITE

TA101 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART A1

TA102 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART A2

TA103 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART A3

TA104 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART A4

TA105 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART B

TA106 PARTIAL FIRST FLOOR AUDIOVISUAL PLAN - PART C

TA107 SECOND FLOOR AUDIOVISUAL PLAN - PART C

TA121 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART A1

TA122 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART A2

TA123 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART A3

TA124 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART A4

TA125 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART B

TA126 FIRST FLOOR AUDIOVISUAL CEILING PLAN - PART C

TA127 SECOND FLOOR AUDIOVISUAL CEILING PLAN - PART C

TA201 TYPICAL ELEVATIONS

TA211 FIRST FLOOR DISPLAY ELEVATIONS

DOCUMENT 00 01 15 Page 8

TA221 SECOND FLOOR DISPLAY ELEVATIONS

TA611 FIRST FLOOR RISER DIAGRAMS

TA621 SECOND FLOOR RISER DIAGRAMS

TA711 FIRST FLOOR SIGNAL LINE DIAGRAMS

TA712 FIRST FLOOR SIGNAL LINE DIAGRAMS

TA721 SECOND FLOOR SIGNAL LINE DIAGRAMS

-- End of Document --

DOCUMENT 00 01 15 Page 9

DOCUMENT 00 01 15 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS DREDGING / CONSTRUCTION

08/18

PART 1 GENERAL

1.1 REFERENCES

1.2 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.3 IDENTIFICATION OF EMPLOYEES - MOTSU

1.4 SUBMITTALS

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.6 PERFORMANCE AND PAYMENT BONDS

1.7 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING

1.8 WATER CONSERVATION

1.9 LOCAL NOTICE TO MARINERS

1.10 NAVIGATION AIDS

1.11 SEAGOING BARGE ACT

1.12 BULLETIN BOARD

1.13 FINAL EXAMINATION AND ACCEPTANCE

1.14 WORK PLAN

1.15 PROGRESS SCHEDULE

1.16 CONTRACTOR FURNISHED GOVERNMENT OFFICE

1.17 ACCOMMODATIONS AND MEALS FOR INSPECTORS

1.18 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.19 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.20 SAMPLING, CERTIFICATES, AND TESTING

1.21 CERTIFICATES OF COMPLIANCE

1.22 CONTRACTOR-PREPARED NETWORK ANALYSIS SYSTEM

1.23 REQUIRED CONSTRUCTION MEETINGS

1.24 SURVEY DATA

1.25 "AS-BUILT" RECORD DRAWINGS

1.26 FINISH MATERIAL SUBMITTALS

1.27 ASBESTOS PERMIT AND NOTIFICATION

1.28 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY

1.29 AGGREGATE SOURCES

1.30 WORK IN QUARANTINED AREA

1.31 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

1.32 ACCEPTANCE

1.33 NCDOT SPECIFICATIONS

1.34 DEFINITIONS FOR NCDOT SPECIFICATIONS

1.35 ADDITIONAL SURVEY AND SURVEY PERSONNEL REQUIREMENTS

1.36 PLANT LOCATION

1.37 PLANT

1.38 PUBLIC CONVENIENCE AND SAFETY

1.38.1 Roads To Be Closed

1.38.2 Storage of Materials

1.39 MAINTENANCE DURING CONSTRUCTION

1.39.1 Maintenance When Work is Suspended

1.39.2 Final Mowing

1.39.3 Spilled Materials

SECTION 01 10 00.10 38 Page 1

1.40 INSPECTION

1.41 SIGNAL LIGHTS

1.42 PARTNERING

1.43 LOAD RESTRICTIONS

1.44 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.44.1 Removal of Barricades And Warning Signs

1.44.2 Replacement of Signs

1.44.3 Cost of Protective Devices

1.45 PROTECTION OF EXISTING FACILITIES

1.46 PLANT LAYOUT DRAWINGS

1.47 HAUL ROADS

1.48 ASBESTOS - (Occupational Health and Environment)

1.49 RESPONSIBILITY FOR BORROW AREA ACCESS ROAD

1.50 CONTRACT AREA AND TRESPASSING

1.51 COORDINATION WITH OTHER CONTRACTORS

1.52 WORK DAYS AND HOURS

1.53 EQUIPMENT TESTING AND INSTRUCTION

1.54 UNDERWATER DIVING OPERATIONS

1.55 ENVIRONMENTAL SENSITIVE AREA

1.56 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 00.10 38 Page 2

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

DREDGING / CONSTRUCTION

08/18

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 ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO American Association of State Highway and Transportation Officials

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)

NCDOT Standard Specifications For Roads And Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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

ER 415- 1- 15 Const r uct i on Ti me Ext ensi ons f or Weat her

U.S. DEPARTMENT OF TRANSPORTATION (DOT)

DOT Barricades, Danger, Warning and Detour Signs

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.20 Access to Employee Exposure and Medical Records

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.1001 Asbestos

29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

SECTION 01 10 00.10 38 Page 3

40 CFR 61.40 General Provisions

40 CFR 61.40-61.156 Cross-reference to other Asbestos Regulations

40 CFR 61.140 40 CFR Subpart M - National Emission Standard for Asbestos

40 CFR 61.156 National Emission Standard for Asbestos

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 172.101 Hazardous Material Regulation-Purpose and Use of Hazardous Material Table

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

1.2 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

The Contractor shall be required to comply with the following security requirements mandated by the Department of the Army:

Short-term employees (working on site less than or equal to 6 months): If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

b) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

c) A resume.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer or his/her designated representative. All prescribed identification shall immediately be delivered to the Contracting Officer or his/her designated representative for cancellation upon the release of any employee.

(End of Clause)

1.3 IDENTIFICATION OF EMPLOYEES - MOTSU

At least 10 days before mobilizing, the Contractor shall furnish the

SECTION 01 10 00.10 38 Page 4

Contracting Officer or his/her designated representative, names, driver's license, and vehicular tag numbers of each employee that will be working on this project. The Contractor shall require employees to display identification when requested.

If there are any changes in employees who are assigned to the work at any time after the information is submitted and prior to completion of work, the Contractor shall promptly furnish updated information to the Contracting Officer or his/her designated representative.

It will be the responsibility of the Contractor to take those measures which deem necessary to protect plant and personnel prior to beginning work.

The Contracting Officer or his/her designated representative will arrange an initial coordination meeting between the Contractor and MOTSU which will be held before the Contractor begins work. When work begins, the Contractor shall coordinate all activities with the designated MOTSU personnel on a day to day basis.

(End of Clause)

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 37 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Subcontractors

Progress Chart; G, A

Quality Control Plan; G, A

Certificate of Insurance

Within 24 hours of conclusion of physical tests, 5 copies of test results including calibration curves and results of calibration tests.

SD-03 Product Data

WORK PLAN

PROGRESS SCHEDULE

SD-07 Certificates

U.S. Coast Guard Certification

Completion of Corps CQC Course

Letter Appointing Superintendent

SECTION 01 10 00.10 38 Page 5

Qualifications of the commercial testing laboratory or Contractor's testing laboratory/facilities G, A

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

ER 415-1-15 dtd 31 OCT 89

(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be found to be satisfied in the sole discretion of the Contracting Officer:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER

AND/OR SEA CONDITIONS DELAYS (HOURS)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON ( 5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

(d) The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (2), above, the Contracting Officer will convert any

SECTION 01 10 00.10 38 Page 6 qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)".

(End of Clause)

1.6 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include his premiums for performance and payment bonds under the appropriate, "Performance and Payment Bonds" contract line item of the Bidding Schedule. Payment to the Contractor therefore, shall not exceed the bid price and shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

Each bidder shall include in his bid premiums for performance and payment bonds. Payment shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

Each bidder shall include his premiums for performance and payment bonds in his bid. Payment to the Contractor therefore, shall be made in accordance with the Contract Clause entitled in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount included in the Contractor's bid which is in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.7 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING

(1998 January HQUSACE)

(a) Where the quantity of a pay item in this contract is an estimated quantity and where the actual quantity of material within the required dredging prism, including the associated side slopes, varies more than 15 percent above or below the stated estimated quantity within the required dredging prism, an equitable adjustment in the contract unit price will be made upon demand of either party. The equitable adjustment will be based upon any increase or decrease in the costs due solely to the variations above 115 percent or below 85 percent of the estimated quantity within the required dredging prism. Any equitable adjustment in the contract unit price will also apply to that part of the actual quantity of allowable over-depth material above 115 percent or below 85 percent of the estimated allowable over-depth quantity.

(b) If the quantity variation is such as to cause an increase in the time necessary for completion, the Contracting Officer or his/her designated representative shall upon receipt of a written request for an extension of time within 10 days from the beginning of such delay, or within such further period of time which may be granted by the Contracting Officer or his/her designated representative prior to the date of final settlement of the contract, ascertain the facts and make such adjustment for extending the completion date as in their judgment the findings justify.

(End of Clause)

SECTION 01 10 00.10 38 Page 7

1.8 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the Contractor shall be judicious in its use in the performance of the work as specified. Water needed for compaction of roadway and/or foundation materials, and dust control shall be obtained from uncontrolled stream flow instead of potable supply sources to the extent available and suitable as determined by the Contracting Officer or his/her designated representative.

(End of Clause)

1.9 LOCAL NOTICE TO MARINERS

(a) The Contractor shall coordinate Local Notice to Mariners with the U.S. Coast Guard (USCG) by contacting USCG District Five at (757) 398-6229 or, alternately, Sector North Carolina at (910) 772-2230.

Contractor shall provide the dredging schedule and location by shoal/tangent/section.

(b) Should the Contractor, during dredging operations, encounter any objects on the channel bottom which could be a hazard to navigation, the Contractor shall notify the USCG immediately with location and other pertinent information necessary for the USCG to issue a Local Notice to Mariners. The Contractor shall provide copies of this information to the Contracting Officer or his/her designated representative.

1.10 NAVIGATION AIDS

There may be aids to navigation within the project boundaries. Some, or all, of such aids to navigation may need to be removed for the accomplishment of the contract work. Before the commencement of dredging, it is the responsibility of the Contractor to provide the U.S. Coast Guard (USCG) and any other responsible parties notification 5 weeks prior to needing a navigation aid moved. The USCG may need to bring vessels from out of state to move larger aids to navigation and the Contractor should request this service as soon as practicable, but in all cases, at least 5 weeks from the start of dredging. Any impacts to the work due to the inability of the Contractor to accomplish any needed movement of aids to navigation will not be the responsibility of the United States Government or of the Contracting Officer. Failure to notify the Coast Guard within the required timeframe may result in project delays.

The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with aids to navigation without express direction from the USCG. If the USCG determines they cannot respond to the Contractor's request, the USCG may request the Contractor to relocate the navigation aid(s) for dredging. The Contractor shall only relocate the navigation aid(s) and/or place the navigation aid(s) back to its charted position under the direct supervision of the

USCG.

The USCG point of contact is the USCG North Carolina Aids to Navigation Officer at (252)-247-4525, or alternately, Sector North Carolina Waterways Management at (910) 772-2230.

1.11 SEAGOING BARGE ACT

(1979 OCE)

SECTION 01 10 00.10 38 Page 8

The Seagoing Barge Act (46 U.S.C. et sq.) applies to this project. In the event the low bidder contemplates using plant that requires U.S. Coast Guard certification to comply with the Act, the low bidder shall within ten (10) calendar days after bid opening submit a copy of said certificate to the Contracting Officer or his/her designated representative. Failure to produce the certificate within the required time shall subject the bidder to a determination of nonresponsibility.

(End of Clause)

1.12 BULLETIN BOARD

Within one (1) calendar day after commencement of work under this contract, the Contractor shall provide at the job site a weatherproof, glass-covered bulletin board for displaying the Fair Employment poster, wage rates, posters and safety bulletins as noted in Section 01 35 26, paragraph DISPLAY OF SAFETY INFORMATION. The bulletin board shall be located in a conspicuous place, easily accessible to all employees, and legible copies of the aforementioned data shall be displayed until work under the contract is complete. No direct payment will be made for the bulletin board.

(End of Clause)

1.13 FINAL EXAMINATION AND ACCEPTANCE

As soon as practicable after the completion of the entire work or, if the work is divided into sections, or if any section which in the opinion of the Contracting Officer or his/her designated representative will not be subject to damage by further operations under the contract, such work will be thoroughly examined at the cost and expense of the Government by sounding or by sweeping, or both, as determined by the Contracting Officer or his/her designated representative. If any shoals, lumps, or the lack of contract depth are disclosed by this examination, the Contractor shall remove same by dredging the bottom with payment at the contract rate for (example: Unclassified Excavation, Anchorage Basin). The Contractor is only allowed to do dragging operations in lieu of dredging if approved by the Contractor Officer or his/her designated representative. The Contractor will be notified when soundings or sweepings are to be made and will be permitted to accompany the survey party. When the area is found to be in satisfactory condition, it will be accepted. If more than two sounding or sweeping operations by the Government over an area are necessary because of work for the removal of shoals disclosed by prior sounding or sweeping, the cost of such subsequent soundings or sweeping operations will be charged against the Contractor at the rate of ($5,100.00) per day in which the Government plant is engaged in sounding or sweeping, is enroute to or from the site, or is held at or near the site for such operations.

As soon as practicable after the completion of the entire work or, if the work is divided into sections, or if any section which in the opinion of the Contracting Officer or his/her designated representative will not be subject to damage by further operations under the contract, such work will be thoroughly examined at the cost and expense of the Government by sounding or by sweeping, or both, as determined by the Contracting Officer or his/her designated representative. If any shoals, lumps, or the lack of contract depth are disclosed by this examination, the Contractor shall remove same by dredging the bottom with payment at the contract rate for

SECTION 01 10 00.10 38 Page 9 dredging. The Contractor is only allowed to do dragging operations in lieu of dredging if approved by the Contractor Officer. The Contractor will be notified when soundings or sweepings are to be made and will be permitted to accompany the survey party. When the area is found to be in satisfactory condition, it will be accepted. If more than two sounding or sweeping operations by the Government over an area are necessary because of work for the removal of shoals disclosed by prior sounding or sweeping, the cost of such subsequent soundings or sweeping operations will be charged against the Contractor at the rate of $_________.__ per day in which the Government plant is engaged in sounding or sweeping, is enroute to or from the site, or is held at or near the site for such operations.

(End of Clause)

1.14 WORK PLAN

The Contractor shall submit a detailed work plan outlining the Contractor's proposed methods for the execution of all work under this contract. The work plan shall include a schedule that indicates the anticipated time frame to accomplish each definable feature of work within the time specified in the contract. The work plan shall provide an overall program for management of this project consisting of the following required plans:

a. The specific resources and equipment proposed for each definable feature of construction/dredging required by the contract. The Contractor shall describe and document all equipment proposed to demonstrate ability to perform the work in accordance with the proposed schedule, and shall include as a minimum the following information:

Dredges :

- Identification of the Dredge

- Total Horsepower and distribution

- Size of Suction and Discharge Lines

- Associated booster/pipeline equipment

- Estimated Pipeline Length(s) and Location(s) of booster pumps for this contract

- Scow Capacity in cubic yards

- Present location and condition

- Dredge Operation Reports for rock under comparable operating conditions. In addition, submit monthly summaries, to include daily rock production rates from these reports in cubic yards per day

- Dredge Operation Reports for non-rock under comparable operating conditions. In addition, submit monthly summaries, to include daily non-rock production rates from these reports in cubic yards per day

- Existing commitments of this equipment to other projects scheduled during the proposed contract duration

Other accompanying vessels and plant:

SECTION 01 10 00.10 38 Page 10

- Identification of the vessels

- HP/ capacity (as appropriate)

- Existing commitments of this equipment to other projects scheduled during the proposed contract duration

b. An accident prevention plan (APP) as required in Section 01 35 26 of the specifications.

The offered performance schedule will be incorporated into the contract and will become the required performance period for all contract purposes including assessment of liquidated damages.

1.15 PROGRESS SCHEDULE

Pursuant to the Contract Clause FAR 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS, a project schedule as described in this paragraph PROGRESS SCHEDULE shall be prepared and submitted. The Contractor shall provide the project schedule in the Precedence Diagram Method (PDM) using the Standard Data Exchange Format (SDEF). The project schedule shall be used to measure progress of the work, to evaluate potential time extensions and to provide a basis for all progress payments. It shall be in sufficient detail to properly monitor and manage the work and as a minimum shall include the following:

a. the work shall be divided into activities by acceptance section and phase of work (e.g. preconstruction structure and property condition surveys, blasting, dredging)

b. separate activities shall reflect each mobilization and demobilization of each major plant

c. activities shall be identified by associated bid item

d. all required and proposed submissions shall be included in the progress schedule

e. Government and other agency activities that could impact progress shall be shown (e.g. Government surveys, navigation aid relocations, etc.)

The schedule shall extend from NTP to the established contract completion date.

The initial progress schedule shall be included with the solicitation proposal and demonstrate that the proposed plant and resources are capable of performing the work as scheduled. Periodic schedule updates shall be provided monthly with each payment request, and whenever there is a change in logic or time extension. Each submission shall include the data disks containing the project schedule adhering to the SDEF format specified in ER 1-1-11, Appendix A; the earnings report indicating monthly and cumulative earnings; a narrative report with a description of the activities identifying the critical path(s), current or anticipated problems of delays and their impact, and proposed corrective actions; and the schedule reports containing activity number, activity description, original duration, remaining duration, early start date, early finish date, late start date, late finish date and total float. The schedule

SECTION 01 10 00.10 38 Page 11 reports shall be sorted as activity report, logic report listing preceding and succeeding activities for each activity, total float report listed in ascending order by early state date, early state sort and earning report.

A network diagram shall be submitted with the initial submission and each update. The network diagram shall depict the order, sequence and interdependence of activities, shall clearly indicate milestone dates and projected early and late earnings.

1.16 CONTRACTOR FURNISHED GOVERNMENT OFFICE

The Contractor shall furnish separate office space at the construction site to be used by the Government as a Resident Engineer Office. The location and office shall be approved by the Contracting Officer or his/her designated representative. This office shall provide a minimum of 400 square feet of working space and be divided into at least two (2) rooms plus bathroom facilities. One (1) room shall provide a minimum of 150 square feet and the other room shall provide a minimum of 250 square feet. New office furniture shall be provided to include two flat top office desks with top measurements 60 by 30-inches; two office chairs with upholstered seats and backs; two rotary desk chairs with upholstered tilting seats and backs with arms, adjustable seat height and casters; one rotary office chair with upholstered tilt seat and back without arms, adjustable seat height and casters; one plan table, plan rack, rotary drafting chair with adjustable seat from 27-inches to 30-inches high, drafting table 36-inches high, top measurements 42-inches x 72-inches with adjustable top; three legal size metal filing cabinets with four drawers;

two bookcases providing a minimum of 20 linear feet of shelf space; a water cooler and a refrigerator. Adequate office heating, air conditioning, and lighting shall be provided.

(a) All necessary utility services including water, electric, and sanitary services shall be installed and maintained by the Contractor at his expense, with the exception of telephone service, which will be installed and maintained at Government expense. The office facilities shall meet all applicable local and State codes and regulations. The office and equipment shall be fully operational and available to the Government no later than 30 days after receipt of the notice to proceed.

Upon completion of the project and after the Government has vacated the office the facilities shall be removed from project properties or otherwise suitably disposed of by the Contractor. The cost for this office shall be included in the bid price for bi d i t em No. of t he

BI DDI NG SCHEDULE.

(b) The Contractor shall furnish daily janitorial services for the offices, laboratory and other buildings on the project site and perform normal maintenance of facilities and grounds as deemed necessary by the Contracting Officer or his/her designated representative during the entire life of the contract. Toilet facilities shall be kept clean and sanitary at all times. Services shall be performed at such a time and in such a manner to least interfere with the operations but will be accomplished during normal working hours. Services shall be accomplished to the satisfaction of the Contracting Officer or his/her designated representative. The Contractor shall also provide daily trash collection and cleanup of the buildings and adjacent outside areas, snow removal in season, and shall dispose of all discarded debris, aggregate samples and concrete test samples in a manner approved by the Contracting Officer or his/her designated representative. No separate payment will be made for these Contractor-furnished services, and all costs thereof shall be incidental to the various bid items of the contract.

SECTION 01 10 00.10 38 Page 12

(a) The Contractor shall furnish separate office space at the construction site to be used by the Government as a Resident Engineer Office. The location and office shall be approved by the Contracting Officer or his/her representative. This office shall provide a minimum of 250 square feet of working space and bathroom facility. New office furniture shall be provided to include one flat top office desk with top measurement 60 by 30-inches; one work table with top measurement 60 by 30 inches; two office chairs with upholstered seats and backs; one rotary desk chair with upholstered tilting seats and backs with arms, adjustable seat height and casters; one legal size metal filing cabinets with four drawers; one bookcase providing a minimum of 20 linear feet of shelf space; a linear feet of shelf space; a water cooler and a refrigerator.

Adequate office heating, air conditioning, and lighting shall…