Atch 3 - Specifications_MUHJ 24-4024 Repair MWD Kennel Interior Facility 1030.pdf

Repair Military Working Dog Kennels

Facility 1030

MUHJ 24-4024

Joint Base Langley-Eustis Hampton, Virginia

SPECIFICATIONS

Prepared By:

July 22, 2025

THIS PAGE INTENTIONALLY LEFT BLANK

REPAIR MILITARY WORKING DOG KENNELS FACILITY 1030 MUHJ 24-4024

LANGLEY AFB, VA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

list of drawings for the project

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 12/18 SPECIAL CONDITIONS

a description of work covered in this contract and is required for use in all projects

01 12 00 12/24 ENVIRONMENTAL SPECIAL CONDITIONS 2024

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

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 45 35 05/24 SPECIAL INSPECTIONS

special inspections where required by UFC 3-301-01

01 57 13.00 22 07/06 EROSION AND SEDIMENT CONTROL

erosion and sediment control in Virginia, North Carolina and Maryland

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

02 83 00 12/24 LEAD REMEDIATION

protection of workers, disposal of lead, cadmium and chromium painted material, abatement of lead based paint hazards in target housing and child occupied facilities and limiting occupational and environmental exposure to lead-based paint or paint with lead (LBP/PWL)

02 85 00 12/24 MOLD REMEDIATION

the requirements for the demolition, cleaning, removal, and disposal of mold contaminated materials.

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

cast-in-place concrete not exposed to a marine or high chloride environment

PROJECT TABLE OF CONTENTS Page 1

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

reinforced and nonreinforced masonry

DIVISION 05 - METALS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

structural steel used in building construction

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

miscellaneous metalwork

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

framing, grounds, nailers, blocking, and sheathing of light wooden structures and includes the use of preassembled components and plastic lumber

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

covers general exterior and interior finish carpentry in a condensed format and is therefore intended for use on small projects

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

laminate clad architectural casework

06 61 16 08/20 SOLID SURFACING FABRICATIONS

solid polymer and quartz agglomerate (or "engineered quartz") fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

mineral fiber blanket thermal insulation in attics, ceilings, walls, and floors

07 24 00 08/23 EXTERIOR INSULATION AND FINISH SYSTEMS

barrier-type and drainable exterior insulation and finish systems (EIFS), Classes PB and PM, which may be applied to concrete or brick masonry, or to wood or metal frame construction. EIFS are exterior finish systems that include an integral layer of thermal insulation

07 31 13 08/16, CHG 2: 08/18 ASPHALT SHINGLES

asphalt shingle roofing, surfaced with mineral granules, including roofing felt, ridge vents, underlayments, and flashings

07 60 00 08/23 FLASHING AND SHEET METAL

flashing and sheet metal work including gutters and downspouts, scuppers, splash pans, and sheet metal roofing

07 92 00 08/23 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 2 sealants for normal building construction

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

steel doors and frames

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

wood doors

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

finish hardware for permanent structures

08 81 00 05/19 GLAZING

normal glazing

08 91 00 08/20 METAL DOOR LOUVERS

average metal wall louvers, metal louvers in wood doors, screens and frames, and accessories

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

non-load bearing cold-formed metal framing, furring, and ceiling suspension systems for the attachment of lath, plaster, stucco, and wallboard

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

gypsum board, cementitious backer units, and accessories intended for use in drywall construction

09 30 10 08/20 CERAMIC TILING

a variety of types of ceramic tile for walls and floors

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

resilient floor coverings, base materials, and accessory items

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

thin-set, troweled, heavy-duty, epoxy floor toppings

09 90 00 02/21 PAINTS AND COATINGS

painting of new and existing, interior and exterior substrates, including masonry, concrete, metal, wood, and other miscellaneous materials

09 96 59 05/11, CHG 1: 08/17 HIGH-BUILD GLAZE COATINGS

epoxy-polyamide, polyurethane, and epoxy polyester high performance, architectural wall coating systems for interior and exterior surfaces

DIVISION 10 - SPECIALTIES

10 22 13 08/24 WIRE MESH PARTITIONS

wire mesh partitions for normal and for extra heavy industrial use

PROJECT TABLE OF CONTENTS Page 3

10 51 13 05/11 METAL LOCKERS

permanently installed metal lockers; single and double tier, used for temporary storage and security of personal belongings

DIVISION 22 - PLUMBING

22 00 00 05/24 PLUMBING, GENERAL PURPOSE

general purpose plumbing systems

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

the mechanical general requirements for all sections of Divisions: 21, FIRE SUPPRESSION; 22, PLUMBING; and 23

HEATING, VENTILATING AND AIR CONDITIONING

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

testing, adjusting, and balancing (TAB) of heating, ventilating, and air-conditioning (HVAC) air and water distribution systems

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

field applied thermal insulation on HVAC and plumbing systems located within, on, under, and adjacent to buildings; above and below ground

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

air supply, distribution, ventilation, and exhaust portions of an HVAC system

23 74 33 05/24 DEDICATED OUTDOOR AIR SYSTEMS (DOAS)

dedicated outdoor air systems (DOAS)

DIVISION 26 - ELECTRICAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

electrical inspection and testing

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

three-phase pad-mounted, liquid-filled transformers of the dead-front and live-front types for exterior applications

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

procurement, installation, and testing of electrical wiring systems for construction projects

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

lighting and lighting control system requirements for interior installations

PROJECT TABLE OF CONTENTS Page 4

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

earthwork activities for buildings, utilities, roadways, railroads, and airfields

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

furnishing, hauling, and placing the geotextile, complete, as specified and shown, and maintaining the geotextile until placement of the granular filter material, bedding material, and/or riprap cover is completed and accepted

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

field molded sealants in sealing or resealing joints in rigid pavements on airfields, roads, streets, and other areas

32 11 23 08/17 AGGREGATE BASE COURSES

base course to be used directly under bituminous pavement courses

32 12 13 05/17 BITUMINOUS TACK COAT

bituminous tack and prime coats for airfield pavements, roads, parking areas and general paving needs

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

hot-mix asphalt (HMA) courses (central-plant hot-mix) for roads

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

SITE FACILITIES INCLUDING SIGNAGE

Portland cement concrete paving jobs such as roads, streets, sidewalks, and parking lots

32 31 13 11/21 CHAIN LINK FENCES AND GATES

steel fencing, including posts, fabric, gates, and miscellaneous accessories

DIVISION 33 - UTILITIES

33 05 23.16 02/10 UTILITY PIPE JACKING AND BORING

directional drilling systems, equipment, piping and procedures

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

underground electrical work

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

32 92 19 Seeding

Exterior Plants32 93 00

PROJECT TABLE OF CONTENTS Page 6

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

G-001 TITLE SHEET

G-002 PHASING PLAN

C-001 LEGEND, NOTES AND EXISTING UTILITY SCHEDULES

CV101 EXISTING CONDITIONS PLAN

CS101 SITE IMPROVEMENT PLAN

C-501 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-101 FOUNDATION PLAN

S-301 FOUNDATION, FRAMING PLAN AND DETAILS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

A-001 LEGENDS AND ABBREVIATIONS

AD101 DEMOLITION FLOOR PLAN

DOCUMENT 00 01 15 Page 1

INDEX OF DRAWINGS

AD102 DEMOLITION ROOF PLAN

A-101 NEW WORK FLOOR PLAN

A-102 NEW WORK ROOF PLAN

A-103 ATTIC PLAN

A-104 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 ENLARGED KENNEL PLANS AND ELEVATIONS

A-402 CASEWORK ELEVATIONS AND SECTIONS

A-501 ROOF DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-105 FLOOR FINISH PLAN

P-001 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SCHEDULES

PD101 DEMOLITION PLAN

P-101 SANITARY WASTE PLAN - NEW WORK

P-102 DOMESTIC WATER PLAN - NEW WORK

P-501 DETAILS

P-601 DIAGRAMS

M-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

MD101 DEMOLITION PLAN

M-101 NEW WORK PLAN

M-301 SECTIONS

M-501 DETAILS

M-601 SCHEDULES

E-001 GENERAL NOTES, LEGEND, DETAIL, AND ABBREVIATIONS

DOCUMENT 00 01 15 Page 2

INDEX OF DRAWINGS

ES101 SITE PLAN

ED101 LIGHTING PLAN - DEMOLOTION

ED102 POWER AND SPECIAL SYSTEMS PLAN - DEMOLITION

E-101 LIGHTING PLAN - NEW WORK

E-102 POWER AND SPECIAL SYSTEMS PLAN - NEW WORK

E-601 DIAGRAMS AND SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 3

DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SPECIAL CONDITIONS

12/18

PART 1 GENERAL

1.1 SUBMITTALS

The following items specified herein shall be submitted in accordance with

SUBMITTAL PROCEDURES:

SD-03 Product Data Material Safety Data Sheet (MSDS) for each item State and EPA Region 3 Notifications Recycling Report Trip Tickets Affirmative Procurement Report Exemption Form, Annex B to LAFB Affirmative Procurement Plan 32-7080 All Employee Names and Social Security Numbers Work Clearance Requests (Air Force Form 103) Quality Control (QC) Report Initial and Interim DD Forms 1354 Acceptance and Transfer of Real Property Facilities

SD-11 Closeout Submittals Survey Report Metadata Deliverables and Final As-builts Three copies of Computer-Aided Drafting and Design (CADD) digital final as-built drawings on CD's One As-Built (Redline) Drawings Telecommunications As-Built Drawings One Telecommunications As-Built CD-ROM in Microsoft Visio format Warranty of Construction Equipment Warranty Certificate Equipment Warranty/Guarantee Record DD Form 1354 Acceptance and Transfer of Real Property Facilities

1.1.1 Submittal Procedures

1.1.1.1 Schedule of Material Submittals (Air Force Form 66)

Information, shop drawings, certificates, test data, etc., listed on the attached AF Form 66, Schedule of Material Submittals, shall be submitted for approval by the Contracting Officer, or his/her designated representative in accordance with the General Provisions. Whenever in this contract materials or drawings are required to be submitted by the Contractor to the Contracting Officer for approval and the material or drawings submitted are at variance with the specifications or Government drawings, but are, nevertheless, approved by the Contracting Officer, inadvertently and without consciousness of the variance, and regardless that a closer review could have revealed the variance, then such approval shall not be final unless the Contractor expressly noted in a memorandum to the Contracting Officer, on the material submittal or drawing that "this material or drawing varies from specifications in the following aspects -" or uses other works of similar clear meaning. In the event of such an inadvertent, erroneous approval, the Contracting Officer, upon discovering the variance at any stage, have the right to require the Contractor to do such rework and/or material replacement as is necessary

SECTION 01 11 00 Page 1 to obtain compliance with the specifications, and the expense of such rework and material replacement shall be borne solely by the Contractor.

a. Submittals for technical compliance of finishes may be made individually for each material. SUBMITTALS FOR PATTERN, COLOR, TEXTURE, ETC., SHALL BE MADE SIMULTANEOUSLY FOR EACH ROOM OR AREA. Finishes shall be scheduled for each room/area to include surface, type material, manufacturer, brand name or product number, and space for the Government selection of pattern/color.

EXAMPLE:

Room 100 Floor: vinyl Tarkett Reliant (62107 Adobe) Floor: carpet Milliken Magistrate (21 Clan Henna) Wall: paint Pittsburgh Spread-Flow (white #21) Wall: vinyl Flex-Wall Pls. In a Roll (Rajah Blue) Wainscot: paneling Masonic Fireguard (walnut) Ceiling: acoustic Gold Bond Acoustinet (fissure #21) Trim: paint Glidden Easy-Enamel (0021 blue)

1.2 SCOPE OF WORK

The work under this project consists of making improvements to the existing Military Working Dog Facility 1030 at JBLE-Langley to conform with the requirements of the Design Guide for Military Working Dog Facilities as shown on the drawings .

1.2.1 Work Hours

Normal duty hours for JBLE-Langley are 0730 through 1630, Monday through Friday. Work on weekends, recognized Federal holidays, or other than normal duty hours must be coordinated with the Contracting Officer (CO) or his/her designated representative.

1.2.2 General Working Conditions

a. Work shall be performed in such a manner as to cause minimum disruption to the users in the area.

b. The Contractor shall notify the Contracting Officer or his/her designated representative when he intends to work so Government inspection can be provided while work is in progress.

1.3 ORDER OF WORK

The Contractor shall coordinate all work with the Contracting Officer, or his/her designated representative, and the Base Civil Engineer. Before starting work at the job site, provide five days' notice to the Contracting Officer or his/her designated representative and the Chief of Project Management at 764-2660.

1.4 PHASING OF WORK

The Contractor must phase the project according to the Phasing Plan G-002.

While one Phase of work is being performed, the other Phase 2 shall be operational. Whole building shutdowns must be coordinated with the Contracting Officer and with the Building Activity.

SECTION 01 11 00 Page 2

1.5 APPLICABLE CODES AND REGULATIONS

The latest edition of the following Building Codes shall be used for all construction under this contract:

o American National Standards Institute (ANSI) o American Standards for Testing Materials (ASTM) o Americans with Disabilities Act (ADA) o ANSI C-2, National Electrical Safety Code (QIESC) o Applicable Unified Facilities Guide Specifications o Institute of Electrical and Electronics Engineers (IEEE) o International Building Code o International Code Council (ICC) International Plumbing Code o International Fire Code o International Mechanical Code o International Society of Automation (ISA) o JBLE-Langley Electrical, Fire, and Communications Design Standards -latest edition o Leadership in Energy and Environmental Design (LEED®) for New Construction and Major Renovation Reference Guide (V4.0 or latest version) o Life Safety Code, NFPA 101 o National Electrical Code (NEC) o National Electrical Manufacturers Association (NEMA) o National Fire Protection Association (NFPA) o National Fire Protection Association Codes (NFPA) - latest edition o Supervisory Control and Data Acquisition (SCADA) o Underwriters Laboratories, Inc. (UL) o Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (General Building Requirements) o Unified Facilities Criteria (UFC) 3-600-01, Fire Protection Engineering for Facilities o Unified Facilities Criteria (UFC) 4-020-01, DoD Security Engineering - Facilities Planning Manual

NOTE: If there is a conflict between these codes or regulations and these contract specifications, the most stringent requirements shall apply at all times.

1.6 SALVAGE

Title to all materials and equipment to be demolished, excepting items indicated as Government salvage, shall be vested to the Contractor upon removal from the base except as noted below. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed. All unsalvageable material will be disposed of legally off base.

1.6.1 Items Salvaged for the Government

The Contractor shall salvage the following existing materials to the Government as indicated below. Salvaged materials shall be cleaned, sorted, identified, bundled, boxed, etc. and delivered to the collection location identified below.

ITEM DELIVERY LOCATION

NONE

SECTION 01 11 00 Page 3

1.7 CONSTRUCTION STANDARDS

1.7.1 General

The Contractor is reminded that the construction site must be operated and maintained according to these specifications and is subject to inspection and enforcement according to all federal, state and local codes/regulations.

1.7.2 Office Trailers and Storage Units

1.7.2.1 Office Trailers

If a trailer is required for work and at the discretion of the Government, an office trailer may be located at the project site. The Contractor shall request Contracting Officer approval for the trailer location. The Contractor shall make the request in writing at least fourteen calendar days prior to placement of trailer at site. All office trailers shall be located in areas as directed by the Contracting Officer or his/her designated representative. Any office trailer shall be not more than 10' x 32' in size, provided with a skirt on all sides, in like new condition, and painted either Langley Brown (Federal Standard 595a, 20100), Langley Beige, or white. Office trailers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site. Displayed on the exterior of all trailers shall be a nameplate which has the name of the Contractor's company, name for Contractor's point(s) of contact (POC) and telephone number where he or she can be reached, contract number, project number, title and date trailer was placed on site where located.

1.7.2.2 Storage Units

The Contractor shall request Contracting Officer approval for the siting, size and color of Storage Units, CONNEX boxes and dumpsters. The Contractor shall not bring any such items to the job site without the Contracting Officer's approval. All storage units shall be painted Langley Brown (Federal Standard 595a, 20100), Langley Beige or white.

Displayed on the exterior of all storage units shall be a nameplate which has the name of the Contractor's company, name for Contractor's point(s) of contact (POC) and telephone number where he or she can be reached, contract number, project number, title and date unit was placed on site where located.

1.7.3 On-Site Storage Units

Availability and size of material lay down area shall be restricted as noted on the contract documents or as discussed during the preconstruction conference. The Contractor shall consolidate all bulk or large quantities of materials at the construction site in area(s) approved by the CO. All such items shall be stored neatly grouped together. Bulky or unsightly construction materials, heavy or light equipment or tanks shall not be delivered to or stored on the construction site for any period longer than seven calendar days prior to use, installation in the project or start of construction. The Contractor shall store all supplies and equipment on project site to preclude theft or damage. Protection and security for materials and equipment on site is the sole responsibility of the Contractor. The Contractor shall not use any area(s) for material or equipment storage that has not been approved by the CO or his/her designated representative.

SECTION 01 11 00 Page 4

1.7.4 Fencing and Screening

Contractor shall enclose the lay down area with a chain link fence that has been erected to a minimum height of six feet. Contractor's lay down area shall also be screened from view. Screening shall be fabricated of 100% Polypropylene, woven, 92% blockage fabric that has been mechanically attached to the fence for the full height of the fence. The edges of each section of screening fabric shall be finished with a reinforced hem.

Attachment points shall be reinforced fabric built into the hem or metal grommets built into the hem. All fabric used for screening of the construction lay down area shall be UV rated and dark brown or dark bronze in color. Fence screening fabric shall be inspected weekly to insure all sections remain properly installed and taut at all times.

1.7.5 Locksets

If locksets are installed as a result of this project, the Contractor shall provide cylinders and cores for new locks. Cylinders and cores that the Contractor provides shall have seven-pin tumblers using the A2 system and WB keyway - except for dormitories, which use the A4 system and WC keyway. All cylinders will be from a single manufacturer. All cores will be stamped with a key control symbol in a concealed place on the core.

(For information only - the Best Premium WB Keyway, 7-pin core is part number 1CP7WB2.) The cylinders will be fully compatible with products of the Best Lock Corporation, which have interchangeable cores that are removable by special control keys.

Provide and submit a grand master keying system and a sub-master keying system for the building that is an extension of the existing Langley AFB, JBLE keying system. Best Lock Corporation can key cores and provide keys in accordance with the Langley AFB, JBLE grand master keying system; the base grand master keying system will not be made available to outside contractors. Key the equipment spaces and mechanical rooms separately from the building systems. Key them alike to the existing JBLE-Langley systems for equipment and mechanical space doors. Prior to installing any lock cylinder or cores, the contractor shall coordinate with the JBLE-Langley locksmith to ensure compliance with the grand master keying system and master keying sequence, and that the proposed lock hardware will meet requirements of this specification.

1.7.6 Communications

The Contractor shall design and install new communications in accordance with the most current version of 633d COMM PREMISE WIRE DISTRIBUTION SYSTEM SPECIFICATIONS (JBLE-Langley) and LANGLEY AFB OUTSIDE PLANT CABLE

SPECIFICATIONS

1.7.7 Electrical Panels

Any electrical panel altered by the Contractor shall have every circuit and circuit modification legibly identified as to its clear, evident and specific purpose and use. The identification shall include sufficient detail to allow each circuit to be distinguished from all others. Spare positions that contain unused overcurrent devices or switches shall be described accordingly. The identification shall be included in a circuit directory that shall be located on the face or inside of the panel door in the case of a panelboard and located at each switch in a switchboard. No circuit shall be described in a manner that depends on transient

SECTION 01 11 00 Page 5 conditions of occupancy.

1.8 CONTRACTOR OPERATIONS

1.8.1 Grassy Areas

Grass and weed growth in excavated materials that are stockpiled on site shall be controlled or cut weekly. Weeds and grass within the construction site shall also be controlled or cut weekly and any bushes or shrubs shall be trimmed monthly. Areas disturbed by construction or those areas required by the plans to be "re-seeded" shall be re-established by hydro seeding only. Straw shall not be used as a cover for freshly seeded areas.

1.8.2 Privately Owned Vehicles (POVs)

POVs used by Contractor personnel to commute to work are required to park in existing parking lots. Contractor or Contractor's employees, including subcontractors, shall not park any personally owned vehicle (POV) or company or delivery vehicle on grassy areas near or in the construction site without prior approval from the Contracting Officer, or his/her designated representative. When allowed, parking on grassy areas will only be for short-term delivery purposes (to include heavy tools, equipment, construction materials, etc.). Use designated hard surfaces or existing parking lots near or within the project site for parking of POVs or company or delivery vehicles. Tire and track impressions (ruts) created on wet or soft soil by vehicles or equipment used in the Contractor's operations shall not be left for more than one day after removal of such vehicle or equipment that cased the rutting. The Contractor shall restore the affected area(s) of the site to its original condition within that one-day period.

1.8.3 Site Cleanup

During construction, the Contractor shall maintain all areas in a neat and orderly manner. Contractor shall keep the construction site cleaned daily of all construction trash, trash generated by employees, debris or demolished building materials. If the work areas are not kept neat and orderly, the Contractor must return to the area to correct the unacceptable condition. During the laying of asphalt roads, streets or parking surfaces, areas soiled by residual asphalt shall be cleaned daily.

The Contractor shall treat with lime entrances and exits to asphalt work site at his/her own expense.

1.8.4 Access Routes

Access routes to this project shall be limited through the Base as shown on the plans. The Contractor shall not use the gates at King Street Bridge or LaSalle Gate (Nealy Avenue) for haul route entry or exit. When entering and exiting the base, the haul route shall be via the Vehicle Inspection Station directly across from the West Gate (Armistead Ave) only.

1.8.5 Removal of Formwork

The Contractor shall remove all concrete formwork and boards within fourteen calendar days after concrete pour.

SECTION 01 11 00 Page 6

1.8.6 Noise Control

The Contractor shall comply with all applicable state, local and installation laws, ordinances and regulations relative to noise control, to include applicable quiet hours exclusive to JBLE-Langley. If the work site is in a residential area of JBLE-Langley, there shall be absolutely no construction activities in or around the construction site prior to or after the hours designated in "Work Hours" paragraph above without an approval from the Contracting Officer, or his/her designated representative. This restriction also applies to holidays.

1.8.7 Excavations

All trenches/excavations shall be back filled and compacted to 95% of maximum Proctor density. Trenches will be top dressed with no less than three inches of shifted topsoil and then compacted. The finished area will be free of all debris and rocks and then graded to conform to the surrounding area. The area will be hydro seeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

1.8.8 In-Ground Obstructions

Any type of raised obstructions shall have the surrounding soil backfilled, compacted to 95% of maximum Proctor density, and graded. The area will be top dressed as above to within three inches of the top of obstruction. Ground level obstructions will have the area dressed to the level of the obstruction. The area will be hydro seeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

1.8.9 Architectural Compatibility

Due to JBLE-Langley's distinct historic architecture and the high visitor traffic it receives, several special actions are required during construction

a. The Contractor is solely responsible for spillage from their vehicles and such spillage shall be cleaned up immediately. For the duration of this contract and on a daily basis, the Contractor shall remove from all base roads and streets asphalt, mud, soil, rocks, trash and debris that result from his/her construction operation on base. All roads or streets affected shall be cleaned before close of business on the particular day affected. In the case of asphalt, roads will be cleaned and/or treated with lime immediately upon detection.

b. Newly placed concrete curbing and sidewalks shall match existing, adjacent concrete in color and texture.

c. Unprimed or factory-finished equipment installed on the exterior of facilities shall be primed and painted with two coats of brown paint to match existing equipment.

1.8.10 Patching

All holes in walls or other parts of the structure where material or equipment is removed or replaced shall be sealed, painted, caulked or plugged neatly with original type of materials to match the existing part of the structure so involved. All above work and materials shall be approved by the Contracting Officer or his/her designated representative.

SECTION 01 11 00 Page 7

1.8.11 Repairs

Replace or restore all pavement, curb and gutter, and sidewalk disturbed by operations under this contract to the original condition, except where shown or specified otherwise. Compact backfill in pavement repairs with mechanical tampers to affect a density equal to adjacent subgrade. Replace pavement with equal materials and equal thicknesses to that removed, unless indicated otherwise. Each pavement area shall be replaced immediately after the work operation for that area is completed. At the Contractor's option, a temporary repair with a surface of bituminous concrete may be made immediately and removed and the permanent repair made before completion of the contract.

1.8.12 Marking

Contractor shall not mark any curb or pavement with paint.

1.8.13 Protection Requirements

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parties and individuals within or near the work areas who could be endangered by the installation of the work.

1.8.14 Accidental Spills

In the event of fuel spillage during the performance of this contract, the Contractor shall be responsible for its containment, clean-up and related disposal costs. The operator shall have sufficient spill supplies readily available on the pumping vehicle or at the site to contain any spillage.

In the event of a Contractor related release, the Contractor shall immediately notify the Contracting Officer and Contract Representative and also the Installation Management Flight at 764-XXXX, and take appropriate actions to correct its cause and prevent future occurrences. If the federal, state, or local authorities assess any monetary fine, penalty or assessment related to the release of any substance by the Contractor, his/her employees, or agents during the performance of this contract, the Contractor shall be solely liable for its payment, authorizes the United States Air Force to withhold such form of payment and otherwise indemnify and hold the United States Air Force harmless.

1.9 ENVIRONMENTAL PROTECTION

PLEASE REFER TO JBLE-Langley SECTION 01 12 00, ENVIRONMENTAL SPECIAL

CONDITIONS.

1.9.1 Environmental Restoration Program (ERP) Requirements

1.9.1.1 Contaminated Soil and Free Products

Any material (soil) that is suspected of containing petroleum products shall be reported to the Contracting Officer or his/her designated representative. If discovered, the Contractor shall mitigate any potential threat to the workers, public and environment. The area that will be disturbed under this contract has the potential to have free product migrate into and under the construction site. Comply with VR-680 and record the quantity of any fuel removed from the line. Contaminated soil or free product shall not be used for backfill or removed from the

SECTION 01 11 00 Page 8 base without written approval from the Contracting Officer. Once removal is approved, Contractor shall dispose of material under guidance of the Pollution Prevention Officer (633 CES/CEIE). All hazardous waste manifests shall be prepared by the Contractor and shall be coordinated, approved and signed by 633 CES/CEIE Hazardous Waste Manager (37 Sweeney Boulevard) prior to removal of such waste from the base.

1.9.1.2 Site Safety

Site summaries from our Management Action Plan are furnished with this contract to familiarize personnel with the potential hazards associated with construction and demolition work at these sites. Ensure workers are informed of potential hazardous exposures from working at these sites, and that the appropriate precautions are followed to minimize hazards to human health and the environment. Personnel working at these sites shall have 40-hour HAZWOPER Training. At least one individual on site should have completed the OSHA 8-hour supervisor training course. The plans identify the boundary of these IPR sites. To perform work at these sites, the Contractor must have a Health and Safety Plan and Hazardous Waste Disposal Plan for proper disposal of all regulated materials generated during execution of this project.

1.9.1.3 Monitoring Wells

There are several monitoring wells installed in and around the proposed construction area. Site maps and construction drawings provide the location of these wells. The Contractor shall take all precautions to prevent any damage to wells. If the wells and associated structures are damaged during the project, the Contractor shall repair/replace all damages at no additional expense to the Government. Contractor shall dispose of all regulated materials during repair of the damaged structures and remove any free product as required by Virginia Department of Environmental Quality (VDEQ) regulations.

1.9.1.4 Additional Excavation

Prior to any excavation beyond the immediate area or boundary of the construction site, the Contractor shall coordinate with 633 CES/CEIE and obtain the Contracting Officer's approval.

1.9.2 NOTIFICATION OF ASBESTOS CONTAINING MATERIALS (ACM)

Tests have indicated the presence of Asbestos Containing Materials (ACM) in the areas affected by this work. Contractor is reminded that all asbestos removal work is subject to OSHA, EPA and Commonwealth of Virginia compliance and inspection for asbestos abatement. Contractor must perform asbestos removal work in accordance with these specifications and EPA National Emissions Standards for Hazardous Air Pollutants (NESHAPs) for asbestos and any subsequent updates thereto. This includes State and EPA Region 3 Notifications that shall be accomplished at least twenty days prior to starting any asbestos abatement or removal. A copy of the notifications shall be submitted to the Contracting Officer. All hazardous waste manifests shall be signed by 633 CES/CEIE (37 Sweeney Boulevard) prior to removal of such waste from the base. Only CEIE is authorized to sign these manifests. The Asbestos Program Manager is Mr. David Jennings who can be contacted at (757) 225-4223. Please contact him if you have any questions.

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1.10 PROTECTION OF GOVERNMENT PROPERTY

1.10.1 General

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parties and individuals within or near the work areas who could be endangered by the installation of the work. Protection requirements include protecting the interior of the facility from inclement weather. Any actions necessary for adequate protection are solely the Contractor's responsibility. Any temporary boarding of windows or doors must be painted Langley Brown or Langley Beige to match the exterior.

1.10.2 Protection of Equipment

Contractor is required to cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss and store equipment that is removed in performance of work where directed or use in work as required by drawings and specifications.

Equipment temporarily removed shall be protected and returned equal to its condition prior to starting work at no additional expense to the Government. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.10.3 Protection of Grounds

Contractor shall provide protective barriers for all grass, trees, shrubs, sidewalks, curbs and gutters within the construction boundary.

Furthermore, such items, including grass, outside the construction boundary shall also be protected during delivery of materials or moving of equipment. Damages caused by the Contractor to existing grounds, plants, pavements, utilities, work by others, fixtures, or furnishings shall be repaired by the Contractor. Such repairs shall be of as good condition as existed before the damaging, unless such existing work is scheduled for removal or replacement by the work requirements of the contract. This requirement also pertains to grading of site to remove all clods and grade irregularities prior to final inspection and acceptance. The Contractor may be required to install temporary fencing to protect the site, at no cost to the Government.

1.11 SAFETY

1.11.1 Safety Barriers and Signs

Contractor shall provide barricades, traffic control signs and construction safety signs that meet industry standards. Actual location, size and final arrangement of these items shall be discussed and approved by the Contracting Officer prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current requirements of the Federal Highway Administration's Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD) and the US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1.

http://mutcd.fhwa.dot.gov/pdfs/2003r1r2/pdf_index.htm

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1.11.2 Employee Health and Safety

1.11.2.1 Compliance

In order to provide safety controls for protection to the life and health of employees and other persons; for prevention of damage to property, materials, supplies, and equipment; and for avoidance of work interruptions in the performance of this contract, the Contractor shall comply with all pertinent provisions of the Corps of Engineers Manual, EM 385-1-1 (2014 or most current edition), entitled "Safety and Health Requirements Manual", as amended. The Contractor will also take or cause to be taken such additional measures as the Contracting Officer or his/her designated representative may determine to be reasonably necessary for the purpose. A copy of the manual is available for review in the Civil Engineering Contract Management Section office (Building 328) or copies can be obtained from the Government Printing Office, Washington DC 20402.

1.11.2.2 Subcontractor's Compliance

Compliance with the provisions of this clause by subcontractors will be the responsibility of the Contractor.

1.11.2.3 Safety Records

The Contractor will maintain an accurate record of, and will report to the Contracting Officer or his/her designated representative in the manner and on the forms prescribed by the Contracting Officer or his/her designated representative, exposure data and all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies and equipment incident to work performed under this contract.

1.11.2.4 Notification of Non-Compliance and Corrective Action

The Contracting Officer or his/her designated representative will notify the Contractor of any noncompliance with the foregoing provisions and the action to be taken. After receipt of such notice, the Contractor shall take immediate corrective action. Such notice, when delivered to the Contractor or his/her representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer or his/her designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

1.11.3 Applicable Publications

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

a. Code of Federal Regulations (CFR):

(1) OSHA General Industry Safety and Health Standards (29 CFR 1910);

Publication V2206; OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. They are for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

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b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

c. Federal Standard (Fed. Std.):

(1) 313A Material Safety Data Sheets, Preparation and the Submission to the BioEnvironmental Office on JBLE-Langley. Safety and Health Requirements Manual, EM 385-1-1

(2) Use of Asbestos Containing Material or any Class 1 ozone depleting chemical compounds is prohibited at JBLE-Langley, DA Circular 40-83-4

(3) Work covered by this section: This section is applicable to all work covered by this contract.

(4) Definition of Hazardous Materials: Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910 and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, lead paint, polychlorinated biphenyl's (PCBs), explosives and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging and pipe covering.

1.11.4 Precautions Against Hazards

1.11.4.1 Welding, Cutting and Burning

All welding and cutting operations shall be done in accordance with nationally recognized good practice. The current publications of the American Welding Society, 2501 NW 7TH Street, Miami FL 33125, and the National Fire Protection Association, 470 Atlantic Avenue, Boston MA 02110, shall be used as a minimum standard of nationally recognized safety procedures in welding and cutting.

The Contractor shall provide the necessary methods of fire extinguishment and fire prevention, and before operations begin, clear all welding and cutting operations with the Contracting Officer or his/her designated representative. The Contractor shall request and receive an AF Form 592, USAF Welding and Brazing Permit, before preparing for such operations.

The Contractor shall discontinue all burning, welding or cutting operations one hour prior to the end of the normal workday. The Contractor shall provide a workman to remain at the site for thirty minutes after discontinuing the above operations. This workman shall make a thorough inspection of the area for possible sources of latent combustion. Any unsafe conditions shall be reported to the Fire Department for their investigation - EMERGENCY PHONE NO 911.

1.11.4.2 Open Flames

The use of open-flame heating devices will not be allowed except by special permission of the Contracting Officer or his/her designated representative. Such permission will not be granted unless the Contractor has taken all venting precautions. Burning trash, brush or trees on the job site will not be allowed unless specific approval is granted for each incident by the Contracting Officer or his/her designated representative.

Approval for the use of open fires and open-flame heating devices will in no way relieve the Contractor from the responsibility of any damage

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1.11.4.3 Flammable Liquid Storage

Flammable liquids shall be stored and handled in accordance with the Flammable Liquids Code (No.30) of the National Fire Protection Association. Flammable liquids shall not be stored in the Contractors storage trailers.

1.11.4.4 Technical Services

The Langley Fire Department, Technical Services Section, (757) 764-4275, is available for assistance concerning fire hazard questions.

1.12 SECURITY

1.12.1 General Base Requirements

Access to JBLE-Langley is restricted to those Contractor and subcontractor employees required for the performance of this contract and only for the performance period of this contract. Contractor passes are issued by the Pass and Registration Section, Building 5 (Visitor Control Center, at the LaSalle gate), after a signed letter from the Contractor, listing all employee names and social security numbers has been delivered to and approved by the Contracting Officer or his/her designated representative.

Procedures for requesting Base Passes for employees and Contractor vehicles will be further explained during the preconstruction conference.

1.12.2 Emergency Security Situations

If a security violation is detected from any cause, it may result in the cessation of all work and evacuation of the area by all Contractor personnel to a point to be determined by the Security Forces Supervisor at the scene. The control of construction personnel under these conditions is a Security Forces Officer and their orders shall be followed in detail.

Construction will be permitted to resume as quickly as possible. The individual causing the violation may be apprehended, and if so, will be processed and released to a responsible supervisor; such person might be away from his/her work site as long as 1 to 1Yz hours. If a hostile situation is detected because of the construction activity, the entire crew may be removed from the area and detained until competent authority approved their release. All Security Forces exercises will be scheduled not to interfere with construction personnel or with their work.

1.12.3 Work In Special Security Areas

1.12.3.1 Escorts

Government shall provide all escorts required for access to security areas while working on construction projects at JBLE-Langley.

1.12.3.2 Applicable Security Criteria

AFI 31-101, The Air Force Installation Security Program shall apply to construction projects at JBLE-Langley.

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1.12.4 Controlled Areas

1.12.4.1 General

All work to be performed on this project is within the boundary of a USAF Installation and will be confined to the immediate vicinity. Full operational status of the mission and Security Forces will be maintained throughout the contract period. To facilitate contract work while preserving strict security, a Contractor free zone will be established around each work area, and a combination of entry control, internal movement and surveillance techniques will be employed. Security procedures and USAF Security Forces actions will take precedence over all concerns at the time of emergencies or mission operations. The use of deadly force is authorized to protect government resources.

1.12.4.2 Entry Control

Entry into the work areas will be by Air Force Form 75, Visitor Pass and an Entry Authority List provided by the Contractor to the Chief of Security Forces. The Base Commander retains the authority to deny entry to any person(s). Security Forces and Escort Officials execute this authority for the Base Commander.

1.12.4.3 Identification Permits

The Contractor is responsible for requiring each employee to display an identification permit while within the area. All identification permits shall be immediately delivered to the Contracting Officer or his/her designated representative, for cancellation upon release of any employee or termination of contract work, whichever is sooner. All Contractor personnel shall stay within the boundaries of the guarded work zone.

Subcontractors, material deliverers or other workers must be pre-identified 48 hours in advance of their arrival by an Entry Authority List approved by the Contracting Officer or his/her designated representative. This list will contain the full name, SSAN and the base pass number (Air Force Form 75). If this notification is not received, some delay may be expected.

1.12.4.4 Search Procedures

Search procedures will be in effect at all times. Each time a Contractor personnel enters the secure area the vehicle and cargo, briefcases, toolboxes, etc. may be searched. Individuals are also subject to search by the use of a metal detector. Primary emphasis will be placed on locating explosive devices, instruments of espionage, unauthorized individuals and other objects of a suspicious nature. The Contractor shall store tools and cargo that are not required for the job in his/her own facility that will be located in a designated area.

1.12.4.5 Internal Controls

The boundaries of the designated work areas will be under surveillance of armed guards. Contractor personnel must remain within the boundaries of the designated area and shall enter or depart the work areas only through the designated Exit / Entry Point. The Contractor shall insure all persons are aware of the boundaries, and that they are to remain within the work zone.

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1.12.4.6 Security Manager

The Contractor shall designate a representative as Security Manager to coordinate security matters. At least 48 hours in advance of a change in work hours, the Security Manager shall notify the Contracting Officer or his/her designated representative, who will notify the Security Forces.

1.12.4.7 Housekeeping

The Contractor shall keep the work area…