W912QR22R0028_Specs_PH1_Vol2-0000.pdf

Controlled by: USACE-LRL-ED-MA CUI Category(ies): Restricted LDC or Distribution Statement: N/A POC: M. Renee Booth, Contracting Specialist Meranda.R.Booth@usace.army.mil 502.315.6600

Materials shall be submitted to potential offerors currently certified in the Joint Certification Program (JCP) only.

W912QR22R0028_Specs_PH1_Vol2-0000

Solicitation For Repair/Renovate AFMC Headquarters Building (B10262) Phase 1 -

P2: 475429

Design-Bid-Build

Specifications 90% Final Revised Specification Submittal Vol. 2 of 5

10 November 2022

W912QR22R0028

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

US Army Corps of Engineers Louisville District

Rev00 Repair/Renovate AFMC

Headquarters Building (B10262) Phase 1 -

90% Final Revised Specification Submittal Project Number: ZHTV160500-262

P2 # 475429 Fiscal Year 2023

Solicitation Number: W912QR22R0028

20 October 2022

CONTROLLED

UNCLASSIFIED

INFORMATION

Volume 2 of 5

SPECIFICATIONS

Controlled by: USACE Controlled by: Louisville District CUI Category: CUI Basic Distribution/Dissemination Controls: Distribution B POC: Steve Skaggs, 502-315-6368

THIS PAGE INTENTIONALLY LEFT BLANK

P2#475429 Repair/Reno AFMC HQ 10262 CUI Wright-Patterson AFB –Phase 1

PROJECT TABLE OF CONTENTS Page 1 CUI 90% Final Revised

PROJECT TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 32 01.00 06 07/18 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29.00 06 11/17 SUSTAINABILITY REPORTING

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 35 43 12/20 GENERAL ENVIRONMENTAL PROTECTION

REQUIREMENTS (WPAFB)

01 35 53 08/19 SPECIAL SECURITY PROCEDURES

01 42 00 02/19 SOURCES FOR REFERENCE

PUBLICATIONS

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING

01 50 00 11/20 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT

AND DISPOSAL

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

VOLUME 2

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2 CUI 90% Final Revised

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 33 00 11/09 CAST-IN-PLACE ARCHITECTURAL

CONCRETE

03 35 43 12/21 POLISHED CONCRETE FINISHING

03 62 15.00 06 07/16 FLOWABLE FILL

DIVISION 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

04 72 00 09/20 CAST STONE MASONRY

DIVISION 05 - METALS

05 05 20.00 27 02/21 POST-INSTALLED CONCRETE AND

MASONRY ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 30 00 05/15 STEEL DECKS

05 40 00 05/15 COLD-FORMED METAL FRAMING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

05 51 00.01 05/22 PREFABRICATED ALUMINUM STAIRS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

05 52 16 12/21 METAL EGRESS BARRIER GATES

05 75 00 05/21 DECORATIVE FORMED METAL

PROJECT TABLE OF CONTENTS Page 3 CUI 90% Final Revised

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16 ROUGH CARPENTRY

06 16 00 10/20 SHEATHING

06 20 00 08/16 FINISH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD

ARCHITECTURAL CABINETS

06 61 16 08/10 SOLID SURFACING FABRICATIONS

06 64 00 11/19 PLASTIC PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 05/20 PREPARATION FOR REROOFING

07 13 53 02/16 ELASTOMERIC SHEET WATERPROOFING

07 17 00 08/22 BENTONITE WATERPROOFING

07 17 10 08/22 BENTONITE INJECTION

WATERPROOFING

07 21 13 02/16 BOARD INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16 ROOF AND DECK INSULATION

07 24 00 05/11 POLYMER-BASED EXTERIOR FINISH

SYSTEMS (EFS)

07 27 10.00 10 08/19 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17 SELF-ADHERING AIR BARRIERS

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR

BARRIERS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 42 13 05/11 METAL WALL PANELS

07 42 17 06/20 INSULATED-CORE METAL WALL BACKUP

PANEL SYSTEM

07 42 93 05/22 SOFFIT PANELS

07 44 56 06/20 MINERAL-FIBER-REINFORCED

CEMENTITIOUS PANELS

PROJECT TABLE OF CONTENTS Page 4 CUI 90% Final Revised

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE

ROOFING

07 54 23 02/13 THERMOPLASTIC POLYOLEFIN (TPO)

ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 61 15.00 20 08/16 ALUMINUM STANDING SEAM ROOFING

07 71 00 05/20 ROOF SPECIALTIES

07 72 10 11/19 ROOFTOP FALL ARREST SYSTEM

07 72 30 ROOF ACCESSORIES

07 72 53 07/20 SNOW GUARDS

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 81 23 05/20 INTUMESCENT FIREPROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

07 95 13.13 12/20 INTERIOR EXPANSION JOINT COVER

ASSEMBLIES

07 95 13.16 01/21 EXTERIOR EXPANSION JOINT COVER

ASSEMBLIES

DIVISION 08 - OPENINGS

08 08 13 07/20 FIRE-RESISTANT GLAZING

08 11 13 02/10 STEEL DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

08 33 13 05/09 COILING COUNTER DOORS

08 33 23 11/19 OVERHEAD COILING DOORS

08 33 26 01/21 OVERHEAD COILING GRILLES

08 34 60 05/22 HORIZONTAL SLIDING WINDOW

08 34 73 02/15 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

PROJECT TABLE OF CONTENTS Page 5 CUI 90% Final Revised

08 44 00 05/19 CURTAIN WALL AND GLAZED

ASSEMBLIES

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 85 10 08/09 DECORATIVE FILM FOR GLASS

08 88 13 FIRE-RESISTANT STOREFRONT

GLAZING

08 91 00 05/11 METAL WALL LOUVERS

VOLUME 3

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM

BOARD

09 22 16 01/21 EXTRUDED ALUMINUM PARTITION

CLOSURE

09 23 00 08/16 GYPSUM PLASTERING

09 24 23 08/17 CEMENT STUCCO

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS

TILING

09 51 00 08/17 ACOUSTICAL CEILINGS

09 54 70 05/21 METAL PANEL CEILING SYSTEM

09 62 38 08/17 STATIC-CONTROL FLOORING

09 65 00 08/10 RESILIENT FLOORING

09 66 13 08/16, CHG 2: 11/18 PRECAST TERRAZZO TREADS

09 66 16 08/16 TERRAZZO FLOOR TILE

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17 CARPETING

09 72 00 08/17 WALLCOVERINGS

09 84 20 08/16 ACOUSTICAL WALL PANELS

09 90 00 05/11 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 6 CUI 90% Final Revised

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 96 46 11/19 INTUMESCENT PAINTING

DIVISION 10 - SPECIALTIES

10 11 00 08/17 VISUAL DISPLAY UNITS

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 45 13 10/20 DEFIBRILLATOR CABINETS AND

DEFIBRILLATORS

10 51 13.10 05/11 METAL LOCKERS - SPECIAL PURPOSE

10 99 00 11/19 MISCELLANEOUS ITEMS

DIVISION 11 - EQUIPMENT

11 10 10 09/20 MODULAR ACCESS RAMPS

11 13 13 04/20 LOADING DOCK BUMPER

11 13 19.13 08/09 LOADING DOCK LEVELERS

DIVISION 12 - FURNISHINGS

12 24 13 08/17 ROLLER WINDOW SHADES

12 36 00 08/18 COUNTERTOPS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/20 BRACING FOR EQUIPMENT

PROJECT TABLE OF CONTENTS Page 7 CUI 90% Final Revised

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 05/20 ELECTRIC TRACTION PASSENGER

ELEVATORS

14 42 50 05/20 VERTICAL WHEELCHAIR LIFTS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 13 19 08/20 DELUGE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 11 16.11 WATER SERVICE TAPS AND SERVICE

LINE INSTALLATION

22 11 16.13 CROSS CONNECTION CONTROL AND

BACKFLOW PREVENTION

22 13 19.23 GREASE TRAPS

22 31 00 02/09 WATER SOFTENERS, CATION-EXCHANGE

(SODIUM CYCLE)

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

23 00 00 08/18 AIR SUPPLY, DISTRIBUTION,

VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 02/15 HVAC SYSTEM CLEANING

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 93.00 06 08/16 TESTING, ADJUSTING, AND

BALANCING (TAB) OF HVAC

23 07 00 02/13 THERMAL INSULATION FOR

MECHANICAL SYSTEMS

PROJECT TABLE OF CONTENTS Page 8 CUI 90% Final Revised

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR

HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL

DEVICES FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL

CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 21 23 08/17 HYDRONIC PUMPS

23 23 00 10/07 REFRIGERANT PIPING

23 25 00 11/08 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 64 10 11/16 WATER CHILLERS, VAPOR

COMPRESSION TYPE

23 64 26 08/09 CHILLED, CHILLED-HOT, AND

CONDENSER WATER PIPING SYSTEMS

23 81 00 05/18 DECENTRALIZED UNITARY HVAC

EQUIPMENT

23 82 01.00 10 04/08 WARM AIR HEATING SYSTEMS

VOLUME 4

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 11/17 CYBERSECURITY FOR FACILITY

RELATED CONTROL SYSTEMS FIRE AND

LIFE SAFETY (FLS)

25 05 11.23 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS ENERGY

MANAGEMENT CONTROL SYSTEM (EMCS)

25 05 11.26 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS UTILITY

CONTROL SYSTEM (UCS)

25 05 11.26 02 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS BUILDING

CONTROL SYSTEM (BCS)

25 05 11.28 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS

ELECTRONIC SECURITY SYSTEM (ESS)

PROJECT TABLE OF CONTENTS Page 9 CUI 90% Final Revised

25 08 10 04/06 UTILITY MONITORING AND CONTROL

SYSTEM TESTING

25 10 10 02/19 UTILITY MONITORING AND CONTROL

SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 08 00 08/08, CHG 1: 02/15 APPARATUS INSPECTION AND TESTING

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 23 00 05/15 LOW-VOLTAGE SWITCHGEAR

26 24 13 05/15 SWITCHBOARDS

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM

PROTECTION

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD)

SYSTEMS UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 08/09 CATHODIC PROTECTION SYSTEM

(SACRIFICIAL ANODE)

26 51 00 05/20 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 04/06 CABLE TELEVISION PREMISES

DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS

CABLING SYSTEM

27 41 00 10/20 AUDIOVISUAL SYSTEMS

27 51 19 01/22 SOUND MASKING SYSTEMS

PROJECT TABLE OF CONTENTS Page 10 CUI 90% Final Revised

VOLUME 5

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM

ACCEPTANCE TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS

(ESS)

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 06 07/18 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 31 16.13 08/16 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 BASE COURSE FOR RIGID AND

SUBBASES FOR FLEXIBLE PAVING

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 06 06/18 PORTLAND CEMENT CONCRETE

PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND

SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 17 26 01/21 TACTILE WARNING SURFACING

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 13.10 11/16 CHAIN LINK FENCES AND GATES (FOR

BUILDING INTERIORS)

PROJECT TABLE OF CONTENTS Page 11 CUI 90% Final Revised

32 31 13.53 02/20 HIGH-SECURITY FENCES (CHAIN LINK

AND ORNAMENTAL) AND GATES

32 92 19 08/17 SEEDING

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 01 10.13 PRESSURE AND LEAKAGE TESTS

33 01 30.13 ACCEPTANCE TESTING FOR SANITARY

SEWERS

33 11 00 PIPING AND ACCESSORIES – GENERAL

PROVISIONS

33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE

33 11 00.15 DUCTILE IRON PIPE AND FITTINGS

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 46 13 04/08 FOUNDATION DRAINAGE SYSTEM

33 46 16 05/18 SUBDRAINAGE PIPING

33 51 15 08/19 NATURAL-GAS / LIQUEFIED

PETROLEUM GAS DISTRIBUTION

PIPELINES

33 52 10 11/18 FUEL SYSTEMS PIPING

33 56 10 05/19 FACTORY-FABRICATED FUEL STORAGE

TANKS

33 61 13.13 02/16 PREFABRICATED UNDERGROUND

HYDRONIC ENERGY DISTRIBUTION

33 71 02 02/15 UNDERGROUND ELECTRICAL

DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT

(OSP)

PROJECT TABLE OF CONTENTS Page 12 CUI 90% Final Revised

DIVISION 34 - TRANSPORTATION

34 71 13.19 02/20 CRASH RATED ACTIVE VEHICLE

BARRIERS AND CONTROLS

-- End of Project Table of Contents --

Wright-Patterson AFB – Phase 1

SECTION 02 41 00

DEMOLITION AND DECONSTRUCTION

05/10

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.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

CARPET AND RUG INSTITUTE (CRI)

CRI 104 (2015) Carpet Installation Standard for Commercial Carpet

CRI 105 (2015) Carpet Installation Standard for Residential Carpet

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (Jun 2000; Reaffirmed Oct 2010) Storage and Handling of Liquefied and Gaseous Compressed Gases and Their Full and Empty Cylinders

SECTION 02 41 00 Page 1 CUI 90% Final Revised http://www.aviation.dla.mil/UserWeb/aviationengineering/HazInfo/

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

MIL-STD-129 (2014; Rev R; Change 1 2018; Change 2 2019) Military Marking for Shipment and Storage

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2016; Rev L; Change 2) Obstruction Marking and Lighting

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

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of wrecking or taking out any load-supporting structural member of a facility together with any related handling and disposal operations.

1.2.1.2 Deconstruction

Deconstruction is the process of taking apart a facility with the primary goal of preserving the value of all useful building materials.

1.2.1.3 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.1.4 Deconstruction Plan

Deconstruction Plan is the planned steps and processes for dismantling all or portions of a structure or assembly, to include managing sequencing activities, storage, re-installation activities, salvage and disposal mechanisms.

1.2.2 Demolition/Deconstruction Plan

Prepare a Demolition Plan and Deconstruction Plan and submit proposed salvage, demolition, deconstruction, and removal procedures for approval before work is started. Include in the plan procedures for careful

SECTION 02 41 00 Page 2 removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Coordinate with Waste Management Plan in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Include statements affirming Contractor inspection of the existing roof deck and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan shall be approved by Contracting Officer prior to work beginning.

1.2.3 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the station daily; do not allow accumulations inside or outside the buildings. The work includes demolition, deconstruction, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed.

Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove snow, dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

SECTION 02 41 00 Page 3

1.3.3 Trees

Protect trees within the project site which might be damaged during demolition or deconstruction, and which are indicated to be left in place, by a 6 foot high fence. Erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Contracting Officer.

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer.

Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available in accordance with schedule agreed upon by the demolition contractor and the Contracting Officer :

Schedule

Area Date

1.6 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 02 41 00 Page 4

SD-01 Preconstruction Submittals

Demolition Plan ; G, S

Deconstruction Plan ; G

Existing Conditions

SD-07 Certificates

Notification

SD-11 Closeout Submittals

Receipts ; S

1.7 QUALITY ASSURANCE

Submit timely notification of demolition and deconstruction and renovation projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61 , Subpart M. Notify the Regional Office of the United States Environmental Protection Agency (USEPA) State's environmental protection agency or local air pollution control district/agency and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61 , Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6 . Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.7.1 Dust and Debris Control

Prevent the spread of dust and debris to occupied portions of the building on airfield pavements and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily. Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind blast. Notify the Contracting Officer prior to beginning such work.

Provide a minimum of 2 FAA type L-810 steady burning red obstruction lights on temporary structures (including cranes) over 100 feet , but less than 200 ft, above ground level. The use of LED based obstruction lights are not permitted. For temporary structures (including cranes) over 200 ft above ground level provide obstruction lighting in accordance with FAA AC 70/7460-1 . Light construction and installation shall comply with FAA AC 70/7460-1 . Lights shall be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer. Maintain the temporary services

SECTION 02 41 00 Page 5 during the period of construction and remove only after permanent services have been installed and tested and are in operation.

1.8.2 Protection of Personnel

Before, during and after the demolition and deconstruction work continuously evaluate the condition of the structure being demolished and deconstructed and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

SECTION 02 41 00 Page 6

Moisture-density relations AASHTO T 180 , Method B or D

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed to extent indicated .

Interior walls, other than retaining walls and partitions, shall be removed to top of concrete slab. Remove sidewalks, curbs, gutters and street light bases as indicated.

b. Demolish or Deconstruct structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed. Demolish and Deconstruct concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition and deconstruction equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

d. Building, or the remaining portions thereof, not exceeding 80 feet in height may be demolished by the mechanical method of demolition.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated and uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer.

When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location on the station in accordance with instructions of the Contracting Officer.

SECTION 02 41 00 Page 7

3.1.3 Chain Link Fencing

Remove chain link fencing, gates and other related salvaged items scheduled for removal and transport to designated areas. Remove gates as whole units. Cut chain link fabric to 25 foot lengths and store in rolls off the ground.

3.1.4 Paving and Slabs

Remove sawcut concrete and asphaltic concrete paving and slabs indicated .

Provide neat sawcuts at limits of pavement removal as indicated. Pavement and slabs designated to be recycled and utilized in this project shall be moved, ground and stored as directed by the Contracting Officer. Pavement and slabs not to be used in this project shall be removed from the Installation at Contractor's expense.

3.1.5 Roofing

Remove existing roof system and associated components in their entirety down to existing roof deck. Remove built-up roofing to effect the connections with new flashing or roofing. Cut existing membrane and insulation along straight lines. Remove roofing system and insulation without damaging the roof deck. Sequence work to minimize building exposure between demolition or deconstruction and new roof materials installation.

3.1.5.1 Temporary Roofing

Install temporary roofing and flashing as necessary to maintain a watertight condition throughout the course of the work. Remove temporary work prior to installation of permanent roof system materials unless approved otherwise by the Contracting Officer.

3.1.5.2 Reroofing

When removing the existing roofing system from the roof deck, remove only as much roofing as can be recovered by the end of the work day, unless approved otherwise by the Contracting Officer. Do not attempt to open the roof covering system in threatening weather. Reseal all openings prior to suspension of work the same day.

3.1.6 Masonry

Sawcut and remove masonry so as to prevent damage to surfaces to remain, to removed materials being salvaged and to facilitate the installation of new work. Where new masonry adjoins existing, the new work shall abut or tie into the existing construction as indicated. Provide square, straight edges and corners where existing masonry adjoins new work and other locations. Masonry removed in whole blocks shall be salvaged and stored for reuse. Masonry removed in pieces shall be crushed for use as aggregate.

3.1.7 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch es . Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

SECTION 02 41 00 Page 8

3.1.8 Structural Steel

Dismantle structural steel at field connections and in a manner that will prevent bending or damage. Salvage for recycle structural steel, steel joists, girders, angles, plates, columns and shapes. Flame-cutting torches are permitted when other methods of dismantling are not practical ;

however, precautions are to be taken to prevent the airborne release of lead including, but not limited to pre-abatement of paint prior to cutting activities. All metal flame cutting activities are to comply with Section 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB). Transport steel joists and girders as whole units and not dismantled. Transport structural steel shapes to a designated storage area as directed by the Contracting Officer, stacked according to size, type of member and length, and stored off the ground, protected from the weather.

3.1.9 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, steel trusses, metal gutters, roofing and siding, metal toilet partitions, toilet accessories and similar items. Scrap metal shall become the Contractor's property.

Recycle scrap metal as part of demolition and deconstruction operations.

Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.10 Carpentry

Salvage for recycle lumber, millwork items, and finished boards, and sort by type and size. Chip or shred and recycle salvaged wood unfit for reuse, except stained, painted, or treated wood. Remove windows, doors, frames, and cabinets, and similar items as whole units, complete with trim and accessories. Do not remove hardware attached to units, except for door closers. Brace the open end of door frames to prevent damage.

3.1.11 Carpet

Remove existing carpet for reclamation in accordance with manufacturer recommendations and as follows. Remove used carpet in large pieces, roll tightly, and pack neatly in a container. Remove adhesive according to recommendations of the Carpet and Rug Institute (CRI). Adhesive removal solvents shall comply with CRI 104 / CRI 105 . Recycle removed carpet cushion.

3.1.12 Acoustic Ceiling Panels

Remove, neatly stack, and recycle acoustic ceiling panels . Recycling may be available with manufacturer. Otherwise, priority shall be given to a local recycling organization. Recycling is not required if the tiles contain or may have been exposed to asbestos material.

3.1.13 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work

SECTION 02 41 00 Page 9 is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals in existing masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

b. Where existing partitions have been removed leaving damaged or missing resilient tile flooring, patch to match the existing floor tile.

c. Where applicable p atch acoustic lay-in ceiling where partitions have been removed. The transition between the different ceiling heights shall be effected by continuing the higher ceiling level over to the first runner on the lower ceiling and closing the vertical opening with a painted sheet metal strip.

3.1.14 Air Conditioning Equipment

Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the Clean Air Act Amendment of 1990. Recover all refrigerants prior to removing air conditioning, refrigeration, and other equipment containing refrigerants and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)." Turn in salvaged Class I ODS refrigerants as specified in paragraph, "Salvaged Materials and Equipment."

3.1.15 Cylinders and Canisters

Remove all fire suppression system cylinders and canisters and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

3.1.16 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.17 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit;

listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated on station storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse; provide to recycling service for disassembly and recycling of parts.

SECTION 02 41 00 Page 10

3.1.17.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; tanks, piping and fixtures shall be drained; interiors, if previously used to store flammable, explosive, or other dangerous liquids, shall be steam cleaned.

Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.17.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type.

Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.17.3 Ducts

Classify removed duct work as scrap metal.

3.1.17.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify non-porcelain broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor. Salvage and crush porcelain plumbing fixtures unsuitable for reuse.

3.1.18 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.18.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

SECTION 02 41 00 Page 11

3.1.18.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.18.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.18.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition, deconstruction, and removal procedures, and authorization by the Contracting Officer to begin demolition and deconstruction. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment listed in the Demolition and Deconstruction Plan indicated to be reused or relocated to prevent damage, and reinstall as the work progresses. Coordinate the re-use of materials and equipment with the re-use requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture re-use of materials in the diversion calculations for the project.

3.3.3 Salvaged Materials and Equipment

Remove materials and equipment that are listed in the Demolition and

SECTION 02 41 00 Page 12

Deconstruction Plan indicated and specified to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site, as directed within 5 miles of the work site.

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. Coordinate the salvaged materials with tracking requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture salvaged materials in the diversion calculations for the project.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers. Deliver the following items reserved as property of the Government to the areas designated.

d. Remove historical items in a manner to prevent damage. Deliver the following historical items to the Government for disposition: Corner stones, contents of corner stones, and document boxes wherever located on the site.

e. Remove and capture all Class I ODS refrigerants in accordance with the Clean Air Act Amendment of 1990, and turn in to the Contracting Officer as directed by the Commanding Officer .

Defense Depot Richmond VA (DDRV)

SW0400

Cylinder Operations 8000 Jefferson Davis Highway Richmond, VA 23297-5900

3.3.4 Disposal of Ozone Depleting Substance (ODS)

Class I and Class II ODS are defined in Section, 602(a) and (b), of The Clean Air Act. Prevent discharge of Class I and Class II ODS to the atmosphere. Place recovered ODS in cylinders meeting AHRI Guideline K suitable for the type ODS (filled to no more than 80 percent capacity) and provide appropriate labeling. Recovered ODS shall be turned over to the Contracting Officer. Products, equipment and appliances containing ODS in a sealed, self-contained system (e.g. residential refrigerators and window air conditioners) shall be disposed of in accordance with 40 CFR 82 .

Submit Receipts or bills of lading, as specified. Submit a shipping receipt or bill of lading for all containers of ozone depleting substance (ODS) shipped to the Defense Depot, Richmond, Virginia.

3.3.4.1 Special Instructions

No more than one type of ODS is permitted in each container. A warning/hazardous label shall be applied to the containers in accordance with Department of Transportation regulations. All cylinders including but not limited to fire extinguishers, spheres, or canisters containing an ODS shall have a tag with the following information:

a. Activity name and unit identification code

SECTION 02 41 00 Page 13

b. Activity point of contact and phone number

c. Type of ODS and pounds of ODS contained

d. Date of shipment

e. National stock number (for information, call (804) 279-4525).

3.3.4.2 Fire Suppression Containers

Deactivate fire suppression system cylinders and canisters with electrical charges or initiators prior to shipment. Also, safety caps must be used to cover exposed actuation mechanisms and discharge ports on these special cylinders.

3.3.5 Transportation Guidance

Ship all ODS containers in accordance with MIL-STD-129 , DLA 4145.25 (also referenced one of the following: Army Regulation 700-68, Naval Supply Instruction 4440.128C, Marine Corps Order 10330.2C, and Air Force Regulation 67-12), 49 CFR 173.301 , and DOD 4000.25-1-M .

3.3.6 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable combustible material off the site.

3.4 CLEANUP

Remove debris and rubbish from basement and similar excavations. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified off the WPAFB center in the Waste Management Plan. Storage of removed materials on the project site is prohibited.

3.5.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.5.3 Removal to Spoil Areas on Government Property

Transport noncombustible materials removed from demolition and deconstruction structures to designated spoil areas on Government property.

3.5.4 Removal from Government Property

Transport waste materials removed from demolished and deconstructed structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

SECTION 02 41 00 Page 14

3.6 REUSE OF SALVAGED ITEMS

Recondition salvaged materials and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

-- End of Section --

SECTION 02 41 00 Page 15

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SECTION 02 41 00 Page 16

SECTION 03 01 00

REHABILITATION OF CONCRETE

02/18

PART 1 GENERAL

1.1 SCOPE

This specification governs the rehabilitation of structural concrete.

1.2 DEFINITIONS

1.2.1 Bracing

Temporary supplemental members used to avoid local or global instability during construction, evaluation, or repair that are intended to be removed after completion of construction.

1.2.2 Delamination

A planar separation in a material that is roughly parallel to the surface of the material.

1.2.3 Rehabilitation

Repairing or modifying an existing structure to a desired useful condition.

1.2.4 Repair

The reconstruction or renewal of concrete parts of an existing structure for its maintenance or to correct deterioration, damage, or faulty construction of members or systems of a structure.

1.2.5 Shoring

Props or posts of timber or other material in compression used for the temporary support of excavations, formwork, or unsafe structures; the process of erecting shores.

1.2.6 Termination Joint

The interface where a placement of repair material meets existing concrete, the edge of an expansion joint, or other existing surfaces.

1.2.7 Unsound Concrete

Concrete that is fractured, delaminated, spalled, deteriorated, defective, contaminated or otherwise damaged.

1.3 REFERENCES

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 288 (2017) Standard Specification for Geosynthetic Specification for Highway

SECTION 03 01 00 Page 1

Applications

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 440.5 (2008) Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars

ACI 440.6 (2008) Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement

ACI 440.8 (2013) Specification for Carbon and Glass Fiber-Reinforced Polymer (FRP) Materials Made by Wet Layup for External Strengthening of Concrete and Masonry Structures

ACI 503.2-503.4 (2010, R 2003) Three Epoxy Specifications

ACI 503.3 (2010) Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate

ACI 503.7 (2007) Specification for Crack…