CampLejeuneVolume1_FinalSpecs_S and S.pdf

(Final Design) eProjects Work Order Number(s):

796455

Appropriation: MCON

VOLUME 1

WATER TREATMENT PLANT REPLACEMENT HADNOT POINT

At the

MCB Camp Lejeune, NC

(P-1043)

DESIGNED BY:

CH2M HILL/CLARK NEXSEN ENERGY PARTNERS

9191 S JAMAICA ST

ENGLEWOOD, CO 80112-5946

SPECIFICATION PREPARED BY:

Water Treatment: Jarrett Selig, PE (CH2M HILL) Architectural: Timothy Dodge, RA (CH2M HILL) Civil: Anna Lee Bamforth, PE, LS (C. Allan Bamforth Engineer-Surveyor) Structural: Rocco Koekemoer, PE (CH2M HILL) Mechanical: Angel Valiente, PE (CH2M HILL) Electrical: David Nicholson, PE (CH2M HILL) Instrumentation and Control: Yvette Ratzlaff, PE (CH2M HILL) Fire Protection: Bruce Peabody, FPE (CH2M HILL) Geotechnical: Curt Basnett, PE, GE (CH2M HILL) Interior Design: Briana Ernsting, NCIDQ/CID (CH2M HILL) Telecommunications: Marc Adkison, RCDD (CH2M HILL) Landscape: Sarah Marrs, LA (CH2M HILL) Specification: Jill Kaylor/CH2M HILL

SPECIFICATION APPROVED BY:

For Commander, NAVFAC MID-ATLANTIC:

Date: April 2021

Abel Valiente 2021-04-26T11:40:22-04:00

Bruce Peabody 2021-04-26T17:57:15-04:00

David Nicholson 2021-04-26T11:41:30-04:00

Sarah Marrs 2021-04-26T17:18:38-04:00

Rocco Koekemoer 2021-04-23T16:36:44-04:00

Briana Ernsting 2021-04-26T08:37:08-04:00

Timothy Dodge 2021-04-28T11:16:24-04:00

Curtis Basnett 2021-04-26T15:42:51-04:00

Marc Adkison 2021-04-26T10:33:56-04:00

Jarrett Selig 2021-04-27T16:20:28-04:00

Yvette Ratzlaff 2021-04-23T17:03:24-04:00

P1043 HADNOT POINT WTP REPLACEMENT EPROJECTS W.O. NO: 796455

MARINE CORPS BASE CAMP LEJEUNE, NC

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

ATTACHMENT NRZ FACILITY-TURNOVER-PLANNING-MEETING-

AGENDA 12-1003

ATTACHMENT NRZ-CHECKLIST-POAM-ITEMS 15-1216

ATTACHMENT PERFORMANCE ASSESSMENT PLAN

01 30 01.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

ATTACHMENT SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

ATTACHMENT NAVFAC SUSTAINABLE ENERGY DATA RECORD CARD

- HPSB

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

ATTACHMENT CONTRACTOR ELECTRICAL ENERGIZED WORK PERMIT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

ATTACHMENT ACCEPTANCE TESTING OF CRITICAL SYSTEMS

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 13.00 22 EROSION AND SEDIMENT CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

ATTACHMENT PROJECT SIGN DETAILS 2009 09 16

PROJECT TABLE OF CONTENTS Page 2

01 60 00.00 22 REQUIREMENTS FOR PESTICIDE AND HERBICIDE COORDINATION

ATTACHMENT NAVFAC PESTICIDE & HERBICIDE RECORD FORM

REVISED 24 OCT 12

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

ATTACHMENT A DD FORM 1354 REVISED 2011 04 20

ATTACHMENT B DD 1354 ADDENDUM

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 22 GIS DATA DELIVERABLES

01 91 13.00 22 GENERAL COMMISSIONING REQUIREMENTS FOR CONSTRUCTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16 REMOVAL AND DISPOSAL OF ASBESTOS MATERIALS

ATTACHMENT ASBESTOS INSPECTION REPORTING FORM

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING

PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 37 13 SHOTCRETE

03 39 00.00 10 CONCRETE CURING

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

PROJECT TABLE OF CONTENTS Page 3

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 23 00 GLASS UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING

05 21 19 OPEN WEB 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

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID SURFACING FABRICATIONS

06 71 33 FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE

RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 15 00.00 22 AIR AND VAPOR BARRIERS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

PROJECT TABLE OF CONTENTS Page 4

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 72 01 ROOFING ACCESSORIES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

VOLUME 2

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 34 17 VERTICAL BI-FOLD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23.00 22 INSULATED TRANSLUCENT FIBERGLASS SANDWICH PANEL SYSTEM

08 51 13 ALUMINUM WINDOWS

08 62 50 TUBULAR DAYLIGHTING DEVICES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

PROJECT TABLE OF CONTENTS Page 5

09 90 00 PAINTS AND COATINGS

ATTACHMENT PAINT SYSTEM DATA SHEET

ATTACHMENT PAINT PRODUCT DATA SHEET

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

ATTACHMENT – EXTERIOR SIGN SCHEDULE

10 14 00.20 INTERIOR SIGNAGE

ATTACHMENT – EXTERIOR SIGN SCHEDULE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHER CABINETS

10 51 13 HDPE LOCKERS AND BENCHES

DIVISION 11 - EQUIPMENT

11 24 27 AIR STRIPPER (DECARBONATOR)

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 53 00 LABORATORY EQUIPMENT AND FUME HOODS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 6MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

PROJECT TABLE OF CONTENTS Page 6

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 08 00.00 22 COMMISSIONING OF PLUMBING SYSTEMS

22 11 23.00 10 SUBMERSIBLE PUMP

ATTACHMENT Sup01_10BWW-PMP72001 ATTACHMENT Sup02_10BWW-PMP72002 ATTACHMENT Sup03_10BWW-PMP72003 ATTACHMENT Sup04_80CW-PMP74001 ATTACHMENT Sup05_80CW-PMP74002 ATTACHMENT Sup06_40SPD-PMP71001 ATTACHMENT Sup07_40SPD-PMP71002 ATTACHMENT Sup08_40SPD-PMP63010 ATTACHMENT Sup09_40SPD-PMP64010 ATTACHMENT Sup10_40SPD-PMP66010 ATTACHMENT Sup11_40SPD-PMP67010 ATTACHMENT Sup12_50SPD-PMP71001 ATTACHMENT Sup13_50SPD-PMP71002

22 15 14.00 40 COMPRESSED-AIR SYSTEMS AND OXYGEN GENERATORS

22 66 53.00 40 LABORATORY CHEMICAL-WASTE AND VENT PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 000 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 22 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 22 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

ATTACHMENT EMCS EQUIPMENT AND POINTS NOMENCLATURE FOR

CAMP LEJEUNE

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 52 00 HEATING BOILERS

PROJECT TABLE OF CONTENTS Page 7

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

APPENDIX A – UFC 4-010-6 TABLE H-4

ATTACHMENT 1 – TABLE 1 - CCI AND CLASSIFICATION TABLE

FOR P1043

ATTACHMENT 2 – FIGURE 1 - UFC 4‐010‐6 FIGURE E‐1

CONTROL SYSTEM REFERENCE ARCHITECTURE – LEVEL 3 FPOC

AND ABOVE RESPONSIBILITY OF SYSTEM OWNER

VOLUME 3

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

ATTACHMENT ELECTRICAL NUMBERING CONVENTION

26 08 00 APPARATUS INSPECTION AND TESTING

26 08 10.00 22 COMMISSIONING OF ELECTRICAL SYSTEMS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 010 AD-MOUNTED MEDIUM VOLTAGE AUTOMATIC TRANSFER SWITCH

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

ATTACHMENT MCLB REVENUE METERING SPEC 10 2019

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 33 53.00 20 UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 8

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

ATTACHMENT ENCL A RACK ELEVATION EXAMPLE

ATTACHMENT ENCL B BACKBOARD EXAMPLE

ATTACHMENT ENCL C TELECOMM ROOM TYPICAL LAYOUT

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76.00 22 INTERIOR COMBINATION EMERGENCY COMMUNICATIONS SYSTEMS

DIVISION 31 - EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.00 22 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

31 62 19.13 TIMBER MARINE PILES

31 63 35 AGGREGATE PIER AND RIGID INCLUSION GROUND IMPROVEMENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE FOR PAVEMENT AND SITE

FACILITIES

32 14 20 BRICK PAVERS

32 17 23.00 20 PAVEMENT MARKINGS & SIGNAGE

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

PROJECT TABLE OF CONTENTS Page 9

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

ATTACHMENT – BED EDGING DETAIL

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 08 55 COMMISSIONING OF FUEL FACILITY SYSTEMS

33 11 00 SITE WATER DISTRIBUTION PIPING

33 16 13.16 WIRE-WOUND CIRCULAR PRESTRESSED-CONCRETE WATER TANK

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

ATTACHMENT – NAVY LID VERIFICATION REPORT

33 52 10 SERVICE PIPING, FUEL SYSTEMS

33 52 90.00 20 WELDING FOR POL SERVICE PIPING

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 81 00 RADIO TOWERS

ATTACHMENT – RADIATION HAZARD WARNING SIGN

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, LIQUID PROCESS PIPING

ATTACHMENT Sup01 PIPE SCHEDULE

ATTACHMENT Sup02 PNEUMATICALLY OPERATED CONTROL VALVE

SCHEDULE

ATTACHMENT Sup03 ELECTRICALLY OPERATED CONTROL VALVES ATTACHMENT Sup04 AIR RELIEF VALVES ATTACHMENT Sup05 SOLENOID VALVES ATTACHMENT Sup06 PRESSURE REGULATING AND RELIEF VALVES

40 05 13.96 WELDING PROCESS PIPING

PROJECT TABLE OF CONTENTS Page 10

40 95 00 PROCESS CONTROL

ATTACHMENT SUP A PREPARATION FOR TESTING AND

FUNCTIONAL TESTING FORMS

ATTACHMENT SUP B PERFORMANCE TEST SHEET

ATTACHMENT SUP C PLC INPUT/OUTPUT LIST

ATTACHMENT SUP D PLC EQUIPMENT LIST

ATTACHMENT SUP E CONTROL PANEL SCHEDULE

ATTACHMENT SUP F ETHERNET DATA EXCHANGE LIST

ATTACHMENT SUP G EXISTING MCB CAMP LEJEUNE PROCESS

CONTROL SOFTWARE AND HARDWARE EQUIPMENT LIST

40 95 50 INSTRUMENTATION AND CONTROL COMPONENTS

ATTACHMENT SUP A INSTRUMENT LIST SUMMARY

ATTACHMENT SUP B INSTRUMENT OPTION SHEETS

ATTACHMENT SUP C WELL TAG LIST

40 95 90 ETHERNET NETWORK COMPONENTS

40 96 00 APPLICATIONS SOFTWARE

ATTACHMENT SUP A EXAMPLE SCREENS

ATTACHMENT SUP B PROCESS CONTROL NARRATIVES

ATTACHMENT SUP C SEQUENCE OF OPERATION

40 99 90 PACKAGE CONTROL SYSTEMS

VOLUME 4

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

41 22 23.19 MONORAIL HOISTS

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT

43 21 13 PUMPS: WATER, CENTRIFUGAL

ATTACHMENT Sup01_40CPR-PMP61000 ATTACHMENT Sup02_40CFI-PMP25001 ATTACHMENT Sup03_40CFI-PMP25002 ATTACHMENT Sup04_40MP-PMP82001 ATTACHMENT Sup05_40MP-PMP82002 ATTACHMENT Sup06_40CI-PMP65000 ATTACHMENT Sup07_40SI-PMP62000 ATTACHMENT Sup08_40MP-PMP34002 ATTACHMENT Sup09_50RW-PMP11001 ATTACHMENT Sup10_50RW-PMP11002 ATTACHMENT Sup11_50RW-PMP11003 ATTACHMENT Sup12_50RW-PMP11004 ATTACHMENT Sup13_50RW-PMP11005

PROJECT TABLE OF CONTENTS Page 11

ATTACHMENT Sup14_50FW-PMP55001 ATTACHMENT Sup15_50FW-PMP55002 ATTACHMENT Sup16_50FW-PMP55003 ATTACHMENT Sup17_50FW-PMP55004 ATTACHMENT Sup18_80CDW-PMP66001 ATTACHMENT Sup19_80CDW-PMP66002 ATTACHMENT Sup20_40FW-PMP44001 ATTACHMENT Sup21_40FW-PMP44002

43 21 39 PUMPS: WATER, VERTICAL TURBINE

ATTACHMENT Sup01_40MF-PMP31001 ATTACHMENT Sup02_40MF-PMP31002 ATTACHMENT Sup03_40MF-PMP31003 ATTACHMENT Sup04_40MF-PMP31004 ATTACHMENT Sup05_20BDP-PMP42001 ATTACHMENT Sup06_20BDP-PMP42002 ATTACHMENT Sup07_20BDP-PMP42003 ATTACHMENT Sup08_20BDP-PMP42004 ATTACHMENT Sup09_20BDP-PMP42005 ATTACHMENT Sup10_20FBS-PMP43001

43 32 56 MEMBRANE SYSTEM

43 32 69 CHEMICAL FEED SYSTEMS

ATTACHMENT Sup01_40SI-PMP62001 ATTACHMENT Sup02_40SI-PMP62002 ATTACHMENT Sup03_40SU-PMP63001 ATTACHMENT Sup04_40SU-PMP63002 ATTACHMENT Sup05_40SHC-PMP64001 ATTACHMENT Sup06_40SHC-PMP64002 ATTACHMENT Sup07_40SHC-PMP64003 ATTACHMENT Sup08_40SHC-PMP64004 ATTACHMENT Sup09_40SHC-PMP64005 ATTACHMENT Sup10_40SHC-PMP64006 ATTACHMENT Sup11_40CI-PMP65001 ATTACHMENT Sup12_40CI-PMP65002 ATTACHMENT Sup13_40FL-PMP66001 ATTACHMENT Sup14_40FL-PMP66002 ATTACHMENT Sup15_40NA-PMP68001 ATTACHMENT Sup16_40NA-PMP68002 ATTACHMENT Sup17_90SBS-PMP69001 ATTACHMENT Sup18_90SBS-PMP69002

43 41 16.16 40 VERTICAL ATMOSPHERIC TANKS AND VESSELS

ATTACHMENT Sup01_TD_TNK66000_FL

ATTACHMENT Sup02_TD_TNK67000_LL ATTACHMENT Sup03_TD_TNK68000_NA ATTACHMENT Sup04A _TD_TNK64001_SHC ATTACHMENT Sup04B_TD_TNK64002_SHC ATTACHMENT Sup05_TD_TNK61000_CIP ATTACHMENT Sup06_TD_TNK63000_SU ATTACHMENT Sup07_TD_TNK62000_SI ATTACHMENT Sup08_TD_TNK65000_CI

PROJECT TABLE OF CONTENTS Page 12

ATTACHMENT Sup09_TD_TNK69000_SBS ATTACHMENT Sup010_TD_TNK61001 CA

DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT

44 43 33 STRAINERS

44 44 56.04 OXYGEN AND AIR INJECTION SYSTEM

44 44 57 INCLINED PLATE SETTLER CLARIFIERS AND RESIDUALS

COLLECTION EQUIPMENT

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 61 01 FILTRATION EQUIPMENT (BYPASS FILTERS)

46 61 02 FILTRATION EQUIPMENT (CARTRIDGE FILTERS)

APPENDICES

APPENDIX A FINAL GEOTECHNICAL DATA

APPENDIX B GEOTECHNICAL BASELINE REPORT

APPENDIX C REPORT OF HAZARDOUS MATERIALS (HADNOT POINT WTP)

APPENDIX D PERMITS OBTAINED BY THE GOVERNMENT

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 04/ 21

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.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (Oct 2019; with Change 1, Oct 2020) DOD Building Code

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan ; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes construction of a new 8 million gallons per day nanofiltration water treatment plant (WTP) and supporting facilities including a concentrate pipeline and outfall into Morgan Bay and incidental related work. The work also includes demolition of the existing Hadnot Point WTP, improvements to the existing raw water wells, and addition of primary electrical service to the WTP.

1.3.2 Location

The work is located at Hadnot Point at Camp Lejeune, North Carolina, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.4 BUILDING CODE

Except as indicated otherwise, or as modified by UFC 1-200-01 , use ICC IBC as the building code for this project.

SECTION 01 11 00 Page 1

1.5 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance , and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all utilities . Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Confirm the routing of existing utilities being intercepted by new utility lines. Verify the location of any intended tie-in/connection point to a particular utility as being valid prior to demolition/excavation operations for connecting to it commence. Coordinate this with the requirements in Specification Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Paragraph "Location of Underground Utilities".

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 GOVERNMENT TELECOMMUNICATIONS CONTRACTOR COORDINATION REQUIREMENTS

1.8.1 Government Telecommunications Contractor Access

Allow the Government Telecommunications Contractor access to the facility

SECTION 01 11 00 Page 2 towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the Government Telecommunications Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the Government Telecommunications Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items identified in the Contract Documents or designated by the Contracting Officer to be salvaged remain the property of the Government.

Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on the base .

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 04/ 21

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C651 (2014) Standard for Disinfecting Water Mains

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Until such time that the treatment facility provided as part of the Work is fully operational and approved by the State of North Carolina to deliver potable water to the public, the Government must maintain occupancy and continuous operation of the existing Hadnot Point Water Treatment plant at all times. The Contractor's execution of the work shall not result in the reduction of the existing water treatment plant's capacity.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Connections to existing pipelines. This includes, but is not limited to, the cut-in connection to the existing 24-inch diameter ductile iron finished water main, the cut-in connection to the existing 24-inch diameter C-900 raw water main, and the tie-in of the sanitary force main to the existing sanitary sewer system.

Contractor shall provide and maintain appropriately sized emergency repair clamps and accessories onsite during tie-in activities. Emergency repair clamps that are not required to be used as part of the Work shall remain the Contractor's property.

Connections to existing raw and potable water pipelines shall be full-shutdown and cut-in type. Government shall be responsible for operation of all existing valves. Contractor shall provide

SECTION 01 14 00 Page 1 all line stops or similar as required to minimize drain down of existing pipelines. Contractor shall drain existing pipelines as required to execute the Work and shall dechlorinate and dispose of all resulting water in accordance with the Contract Documents.

Connections to existing 24-inch diameter raw water and 24-inch diameter potable water pipelines shall only be conducted on Saturday, Sunday, and federal holidays.

Once tie-in activities have commenced, work shall proceed continuously until pipeline is returned to service.

Contractor shall disinfect and test the pipelines affected by the cut-in work in accordance with AWWA C651 and the North Carolina Department of Environmental Quality (NCDEQ) requirements.

At no time shall either of the existing 24-inch diameter raw water or 24-inch diameter potable water pipelines be out of service for more than 48 hours.

(2) trenchless utility crossings;

(3) work requiring the removal of existing water treatment equipment, basins, or systems from service;

(4) work at existing raw water wells.

c. The nearby buildings and utilities will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Unless otherwise indicated in the Contract Documents, permission to interrupt any Activity roads, railroads, or utility service (including connections to existing raw and potable water mains) must be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

e. Government Telecommunications Contractor Access: The Government Telecommunications Contractor must be allowed access to the new facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. The Contractor will be required to coordinate their efforts with the Government Telecommunications contractor to facilitate joint use of building spaces during the final phases of construction and work the coordination effort into the construction schedule. Requirements for Government Telecommunications are specified in Part 5, Section 27 10 00

BUILDING TELECOMMUNICATIONS CABLING SYSTEM.

Contractor shall provide written notification to the Government, through the Contracting Officer, a minimum of 45 calendar days prior to Contractor's readiness for Government action related to telecommunications infrastructure, including, but not limited to, installation of Government-furnished equipment and assistance with communications terminations.

f . The work under this contract requires special attention to the

SECTION 01 14 00 Page 2 scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

g. Contractor shall reflect work restrictions and resulting construction sequencing in the Project Baseline Schedule, and subsequent updates, which shall be provided in accordance with Section 01 32 17.00 20

NETWORK ANALYSIS SCHEDULES (NAS).

h. Emergency shower/eyewashes, fire suppression and alarm system, and fire hydrants shall be complete, tested, and approved for operation by the Authority Having Jurisdiction prior to the storage and feed of chemicals, including chemicals required by Contractor for the successful completion of startup, testing, and ongoing construction activities.

i. The Contractor shall provide a Schedule of Work and a Traffic Control Plan.

j. The Work shall be performed in two distinct phases; Phase 1 includes construction, startup, testing, and Final Acceptance of the new water treatment plant; Phase 2 includes the demolition of the existing Hadnot Point WTP and related facilities. Phase 2 shall commence no sooner than 30 calendar days from the date of written approval by the State of North Carolina for the new facility to deliver potable water to the public.

k. Existing Raw Water Supply Wells: Contracting Officer a minimum of 14 calendar days in advance of proposed shutdown of an existing raw water supply well. Unless otherwise authorized in writing by the Contracting Officer, in the Contractor's execution of the Work, at no time shall more than five of the existing raw water supply wells may be taken out of service at a time. Once out of service, an existing raw water supply well shall remain out of service for a period not to exceed 7 calendar days. However, should the Government require additional raw water supply during this period to satisfy its mission, Contractor shall return the existing raw water supply to service, suitable for local, manual control, within 24 hours of written notice from the Contracting Officer. No raw water wells may be offline (out of service) as a result of the Contractor's execution of the Work concurrently with tie-in connections to the existing 24-inch diameter raw water line located along Holcomb Boulevard. Raw water wells may be taken offline once the tie-in is successfully completed and the pipeline is returned to service.

l. Discharge of Membrane Shipping Preservative Solution to MCB Camp Lejeune Wastewater Treatment Plant (WWTP): Provided the waste characteristics are acceptable to the MCB Camp Lejeune Facilities Engineering & Acquisition Division (FEAD) for disposal at the WWTP, Contractor may, at his option and for his convenience, dispose of the membrane shipping preservative solution at the MCB Camp Lejeune WWTP with the following requirements:

(1) Contractor shall provide written notice of intent to dispose of membrane shipping preservative solution a minimum of 60 calendar days in advance of the desired date of disposal. Said notice shall include information on the waste composition and characteristics, desired date(s) of disposal event(s), estimated volumes, waste flow rates, and disposal event duration. Contractor shall not

SECTION 01 14 00 Page 3 proceed with waste disposal at the WWTP without written authorization from the Contracting Officer.

(2) At no time shall the biochemical oxygen demand (BOD) in the waste stream exceed 200 mg/L.

(3) No more than 500,000 gallons may be discharged to the WWTP in any single waste disposal event.

(4) At no time shall the instantaneous waste flow rate delivered to the WWTP exceed 250 gallons per minute.

(5) A minimum of 7 calendar days shall elapse between the completion of one waste event and the start of another.

(6) Contractor shall provide all temporary Work necessary to ensure that membrane shipping preservative solution waste does not enter the Decant Pump Station, Concentrate Pipeline, or Wallace Creek/Morgan Bay.

If, for any reason, the Government determines that disposal of membrane shipping preservative at the WWTP is not acceptable, Contractor shall provide, and bear all costs related to, the proper disposal of subject waste in accordance with the Contract Documents and MCB Camp Lejeune, local, state, and federal requirements.

m. Existing Fiber Optic Networks: Through Contracting Officer, provide 30 calendar day advanced written notification of planned outage of existing buried fiber optic cabling (located within both the eastern and western shoulders of Holcomb Boulevard) required during the execution of the Work.

(1) Planned outage shall not last more than 4 hours.

(2) Work shall proceed continuously until fiber optic communications are returned to service.

(3) Work shall be conducted on Saturday, Sunday, and federal holidays.

n. Access to Hadnot Point WTP during Demolition: Due to high volumes of local weekday traffic near the site, construction vehicle/truck access to (into and out of) the existing Hadnot Point WTP by is not permitted before 09h00, Monday through Friday, excluding federal holidays.

o. Exiting from new WTP Site: All construction traffic, including personal vehicles, shall exit the Site by turning right onto the southbound lanes of Holcomb Boulevard. Left turns out of the Site (northbound on Holcomb Boulevard) are not permitted at any time.

p. In-Water Construction Restrictions and Requirements (Concentrate Pipeline Outfall Construction in Wallace Creek/Morgan Bay):

(1) Contractor shall limit open-water impacts to no more than 0.227 acres (both temporary and permanent).

(2) Atlantic Sturgeon Construction Moratorium: In order to protect the federally protected Atlantic sturgeon, a moratorium on in-water construction will be in place from February 1 to June 30 (annually). No in-water construction is permitted during this

SECTION 01 14 00 Page 4 time. Contractor shall explicitly include moratorium in his Project Schedule.

(3) Manatee Condition: Blasting is not permitted for in-water construction. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the Contractor shall strictly adhere to all requirements of the U.S. Fish and Wildlife Service's

"GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE,

Precautionary Measures for Construction Activities in North Carolina Waters", which are provided in an Appendix to the specifications.

q. Permit Conditions (Pre-Award Permits Obtained by the Government): As part of the Bid, the Contractor shall familiarize himself, and shall provide all Work necessary to comply, with the applicable requirements of the permits obtained by the Government in support of the Project.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for additional information. For the Contractor's convenience, copies of the permits obtained by the Government are provided in the Appendix to the specifications. Permit requirements that are referenced but not explicitly included in the Appendix shall be assumed to be included by reference as if they were fully set forth therein.

r. 401 Water Quality Certification:

(1) Contractor shall comply with the requirements of the application and plans approved by the N.C. Division of Water Resources (DWR) referenced in the authorization letter and certification (DWR Project # 2018-1171), which is attached to the specifications in the Appendix.

(2) Contractor shall conduct a pre-construction meeting with the N.C.

Division of Water Resources (DWR) prior to the start of the project.

(3) The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B .0220.

Appropriate sediment and erosion control practices must be used to meet this standard. Turbidity curtains shall be used as appropriate.

(4) All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the construction area on the project site shall be clearly marked using orange fabric fencing prior to any land disturbing activities and must be maintained on the property until the project phase is completed. (15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507(c)).

(5) Appropriate measures shall be installed prior to any land clearing activities to protect waters and wetlands from turbidity and/ or sedimentation. These measures shall be routinely inspected and properly maintained, and excavated materials shall be contained outside the wetland boundary.

(6) All mechanized equipment operated near surface waters or wetlands shall be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, Contractor shall immediately

SECTION 01 14 00 Page 5 contact the Division of Water Quality, between the hours of 8 a.m.

to 5 p.m. at the Wilmington Regional Office at 910.796.7215 and after hours and on weekends call(800) 858-0368. Management of such spills shall comply with provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act. (15A NCAC 02H .0506(b)(3) and (c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A).

(7) Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. (15A NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200(3)(f)).

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.)

unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Contractor Vetting satellite office located at the Piney Green Gate to access an installation.

1.4.1.2.1 Registration for DBIDS

Base access procedures and DBIDS registration info are provided at https://www.lejeune.marines.mil/Base-Access . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Contractor Vetting Office (CVO) representative.

b. Provide a letter of authorization on company letterhead referencing the applicable contract(s) and identifying the requesting individual as an authorized employee of the awarded company along with the employee's required access days and times.

c. Present two (2) valid forms of identification, such as a passport or Real ID Act-compliant state driver's license. All documents must be

SECTION 01 14 00 Page 6 originals/certified.

d. Provide completed SECNAV FORM 5512/1 to the base CVO representative to obtain a background check. This form is available for download from the base access website listed in 1.4.1.3.1.

e. Provide vehicle registration and insurance. Contractors driving aboard the installation must provide an original vehicle registration document. Copies of registration are only accepted for company-owned fleet vehicles. Proof of insurance is also required. A declaration page is required for insurance originating outside the state of North Carolina. Out of state insurance must meet North Carolina minimums of $30,000/person, $60,000/accident, and $25,000/property damage.

f. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

g. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.2.2 Denial of Access

Persons requesting access to Marine Corps sites will be denied if:

a. Military or civilian police or VCO/CVO personnel are unable to verify the individual's claimed identity based on reasonable belief the person submitted fraudulent identity information in the attempt to gain access.

b. The individual has a conviction for espionage, sabotage, sedition, treason, terrorism, armed robbery, or murder.

c. he individual has a felony conviction for a firearms or explosives violation, regardless of the date of conviction.

d. The individual has been convicted of crimes encompassing sexual assault or rape.

e. The individual has been convicted of crime encompassing child molestation, or the possession or production of child pornography.

f. The individual has been convicted of trafficking in persons.

g. The individual is a registered sex offender.

h. The individual has been convicted of drug possession with intent to sell or distribute.

i. The individual has an active arrest warrant from Federal, state, local, or other civil law enforcement authorities, regardless of offense or violation.

j. The individual has a felony conviction within the last 10 years, regardless of the offense or violation.

k. The individual's name appears on any Federal or state agency watch

SECTION 01 14 00 Page 7 list for criminal behavior or terrorist activity.

l. The individual is debarred entry or access to a Marine Corps site, other DoD installations or facilities, or other Federal site or facility.

m. The individual engaged in acts or activities designed to overthrow the U.S. Government by force.

n. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

o. The individual is identified in the NCIC KST file, or the TSDB report as known to be, or suspected of being, a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity. If an individual is identified on the NCIC KST files or TSDB, PMO/MCPD or other designated site security personnel will immediately call the NCIS Multiple Threat Alert Center (MTAC) for further coordination. The MTAC will coordinate with the Department of Justice or Federal Bureau of Investigation and provide handling instructions to PMO/MCPD or other designated site security personnel.

p. The individual is illegally present in the U.S.

q. The individual has knowingly submitted an employment questionnaire with false or fraudulent information.

r. The individual is a prisoner on a work-release program or currently on felony probation/parole.

s. The individual is pending any felony charge.

t. The individual has been convicted of three or more misdemeanor violations, or attempted violations, within the previous 10 years of the following offenses:

1. Sex crimes;

2. Assaults;

3. Larcenies;

4. Drugs; or

5. Weapons.

u. The individual has criminal arrest information that the site commander determines the person presents a threat to the good order, discipline, or health and safety on the Marine Corps site.

v. Any reason the Installation Commander deems reasonable for good order and discipline.

1.4.1.2.3 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

SECTION 01 14 00 Page 8

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.4.1.2.4 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

1. An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

2. There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.2.5 One-Day Passes

Personnel applying for One-Day passes at the Piney Green Gate are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.2 Working Hours

Regular working hours must consist of an 8 - 1/2 hour period , between 7 a.m.

and 5 p.m. , between Monday through Friday, excluding Government holidays.

After hours work is only permitted with written permission from the Contracting Officer.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

SECTION 01 14 00 Page 9

1.4.4 Exclusionary Period

No work shall be performed between Parachute Road and Holcomb Boulevard between the hours of 6:00 a.m. to 8:00 a.m. and 3:00 p.m. to 6:00 p.m.

without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.4.5 Occupied Buildings

The Contractor shall be working in and around existing building which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the buildings during the construction period.

1.4.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERS.

1.4.6.1 Location of Underground Utilities

Notification Prior to Excavation: Notify the Contracting Officer at least 15 days prior to starting excavation work.

Location and Protection of underground utilities shall be the responsibility of the Contractor. Where existing-to-remain piping, utilities, and underground obstructions of any type are indicted in

SECTION 01 14 00 Page 10 locations to be traversed by new piping, ducts, and other excavations the elevations of the existing utilities and obstructions shall be determined before the new work is completed.

a. In addition, the Contractor will be responsible for obtaining the services of a professional utility locator prior to digging.

Contractor will provide documentation that the site has been surveyed and checked for underground utilities. All utilities must be located, including but not limited to power, water, sewer, storm drains, fiber optics, T.V. cable, telephone, and intrusion detection wiring. A set of known as-built drawings will be available in the ROICC/PWD office for review to assist the locator.

b. It is mandatory that the Contractor also contact the Base Telephone Office (910-451-2531/3100) prior to accomplishing any digging at Camp Lejeune. A telephone office representative will assist in locating telephone lines.

c. It is mandatory that the Contractor also contact Public Works Outside Plumbing (910-451-7190) prior to accomplishing any digging at Camp Lejeune, to ensure that all buried water and sanitary lines are identified.

d. It is mandatory that the Contractor also contact Charter Communications, cable TV service prior to accomplishing any digging at Camp Lejeune, to ensure that all buried cable lines are identified.

Contact Mr. Nick Brown at 910-376-1785 for assistance.

e. It is mandatory that the contractor also contact the North Carolina One-Call Center to coordinate the location of underground natural gas infrastructure. North Carolina 811, Inc. can be reached at 811 on a touch-tone phone in the state of North Carolina or toll-free at

1.800.632.4949 if calling from out of state. Work requests may also be submitted online at www.nc811.org

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 11

SECTION 01 14 00 Page 12

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

09/15

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

EA…