Attachment_1_Specifications.pdf

SPECIFICATIONS

for

Pavement IDIQ Contract, Joint Base Langley-Eustis

Revised:

29 April 2015

TABEL OF CONTENTS

TABLE OF CONTENTS

Division 01 – General Requirements

01 06 00 Regulatory Requirements 01 11 00 Langley Special Conditions 01 12 00 Asset Management Special Conditions 01 13 00 Fort Eustis Special Conditions

Division 02 – Existing Conditions

02 41 00 Demolition

Division 03 – Concrete

03 11 13 Structural Concrete Formwork 03 11 14 Formwork for Concrete 03 15 14 Expansion, Contraction, and Construction Joints in Concrete for Civil Works 03 20 02 Steel Bars and Welded Wire Fabric for Concrete Reinforcement for Civil Works 03 31 01 Cast-in-Place Structural Concrete for Civil Works

Division 04 - Masonry 04 20 00 Masonry

Division 31 – Earthwork 31 00 00 Earthwork 31 23 00 Excavation, Trenching, Backfilling

Division 32 – Exterior Improvements 32 01 11.51 Removal of Paint 32 01 11.52 Runway Rubber Removal 32 01 16.17 Cold Milling of Bituminous Pavements 32 01 17.16 Sealing of Cracks in Bituminous Pavements 32 01 19.16 Resealing of Joints in Rigid Pavement 32 01 19 Joints in Rigid Pavements 32 01 22 Asphalt Slurry Seal 32 01 28 Partial-Depth Patching of Rigid Pavements 32 10 00 Pervious Bituminous Concrete Pavement 32 11 10 Drainage Layer 32 11 16 Base Course for Rigid and Subbases for Flexible Paving 32 11 16.16 Base Course for Rigid and Subbases for Flexible, Pervious Paving 32 11 23 Aggregate and Graded-Crushed Aggregate Base Course 32 11 24 Graded-Crushed Aggregate Base Course for Pervious, Flexible Pavement 32 11 26 Bituminous Base Course 32 12 10 Bituminous Tack and Prime Coats 32 12 11 Bituminous Surface Treatment 32 12 15 Hot-Mix Asphalt (HMA) for Airfields 32 12 16 Bituminous Paving for Roads, Streets and Open Storage Areas

32 12 20 Bituminous Road Mix Surface Course

32 12 36.19 Seal Coating 32 12 37 Fuel Resistant Sealing 32 13 11 Concrete Pavement for Airfields and Other Heavy-Duty Pavements more than 10,000 CY 32 13 13.03 Airfields and Heavy-Duty Concrete Pavement Less Than 10,000 Cubic Yards 32 13 13 Repair of Airfield Rigid Pavements 32 13 43 Pervious Concrete Pavements 32 16 13 Concrete Sidewalks, Curbs, and Gutters 32 16 15 Concrete Block Pavements 32 17 23.00 Pavement Markings 32 92 19 Hydroseeding

Division 33 - Utilities 33 40 00 Storm Drainage Utilities

Attachments Box Drain & Airfield Tie Downs AFI 32- 1042 Airfield Markings Engineering Technical Letter 04-2 Airfield Markings

MUHJ 15-5009

SECTION 01 06 00

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES:

a. Regulatory Codes.

b. Air Force Regulations.

c. Permits.

1.2 REGULATORY CODES: The latest editions of Federal, State, Industry, and local codes which govern this work include, but may not be limited to:

a. Federal:

- Part 1926 - Chapter of Title 29, Code of Federal Regulations.

- Part 192 - Chapter of Title 49, Code of Federal Regulations.

- Corps of Engineers Safety and Health Requirement Manual, EM385-1-1.

- National Historic Preservation Act of 1966 as amended and 1980 as amended.

- Executive Order 13101 – “Greening the Government through Waste Prevention, Recycling, and Federal

Acquisition

- Resource Conservation and Recovery Act Section 6002

- FAR Clause 52.223-4 Recovered Materials Certification

- FAR Clause 52.223-9 Certification of Percentage of Recovered Material Content for EPA Designated Items

Used in Performance of the Contract

- FAR Clause 52.223-10 Waste Reduction Program

- Manual on Uniform Traffic Control Devices (MUTCD)

b. State:

- Virginia State Enforcement

- Virginia Department of Transportation Road and Bridge Specifications and Standards

- The 2011 edition of the Virginia Work Area Protection Manual

1.3 AIR FORCE AND ARMY REGULATIONS: The latest editions of the following Air Force Regulations shall apply to this work:

- MIL Handbook 1190, Facility Planning and Design Guide.

- Air Force Safety and Health Standard: AFR127-12, Air Force Occupational Safety and Health Program, and applicable standards.

- Unified Facility Criterias:

UFC 3-210-01A Area Planning, Site Planning, and Design UFC 3-210-06A Site Planning and Design UFC 3-210-10 Low Impact Development UFC 3-220-04FA Backfill for Subsurface Structures UFC 3-220-05 Dewatering and Groundwater Control UFC 3-220-06 Grouting Methods and Equipment UFC 3-220-08FA Engineering Use of Geotextiles UFC 3-220-10N Soil Mechanics UFC 3-230-06A Subsurface Drainage, with Changes 1-2 UFC 3-230-17FA Drainage in Areas Other than Airfields UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas

MUHJ 15-5009

UFC 3-250-03 Standard Practice Manual for Flexible Pavements UFC 3-250-04 Standard Practice for Concrete Pavements, with Change 2 UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concretes UFC 3-250-07 Standard Practice for Pavement Recycling UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements UFC 3-250-09FA Aggregate Surfaced Roads and Airfields Areas UFC 3-250-11 Soil Stabilization for Pavements UFC 3-250-18FA General Provisions and Geometric Design for Roads, Streets, Walks and Open Storage Areas UFC 3-260-01 Airfield and Heliport Planning and Design UFC 3-260-02 Pavement Design for Airfields UFC 3-260-05A Marking of Army Airfield Heliport Operational and Maintenance Facilities, with Change 1 UFC 3-260-17 Dust Control for Roads, Airfields and Adjacent Areas UFC 3-270-01 Asphalt Maintenance and Repair UFC 3-270-02 Asphalt Crack Repair UFC 3-270-03 Concrete Crack and Partial-Depth Spall Repair UFC 3-270-04 Concrete Repair UFC 3-270-07 O&M: Airfield Damage Repair UFC 3-280-04 Army Filtration of Liquids UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, includes Change 1 UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO), includes Change 1 UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points UFC 4-022-02 Selection and Application of Vehicle Barriers, with Change 1

1.4 PERMITS:

a. The Contractor shall apply for and obtain the following permits, in addition to any other required permits, as applicable:

b. Disposal of Hazardous Materials.

c. The Contractor shall be responsible for payment of any fees associated with acquiring the required permits and should reflect those costs in his/her bid proposal.

PART 2 - PRODUCTS: NOT USED.

PART 3 - EXECUTION: NOT USED.

All roadway work associated this contract, as indicated on specific construction line item, shall be constructed in accordance with plans; the latest Virginia Department of Transportation Road and Bridge Specifications; the Virginia Department of Transportation Road and Bridge Standards; the 2011 edition of the Virginia Work Area Protection Manual; the 2009 edition of the Manual on Uniform Traffic Control Devices (MUTCD), and the current Virginia Supplement to the MUTCD.

XXX END OF SECTION XXX

MUHJ 11-5007

SECTION 01 11 00

SECTION 01 11 00

LANGLEY AFB SPECIAL CONDITIONS

REVISED 08 DECEMBER 2011

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.

SECTION 01 12 00 Environmental Special Conditions Langley Air Force Base (AFB), Joint Base Langley-Eustis

(JBLE)

U.S. ARMY CORPS OF ENGINEERS (USACE) EM 385-1-1 (2003 or most current version) Safety and Health Requirements

LANGLEY AFB, JBLE TELECOMMUNICATIONS BUILDING CABLING SYSTEMS STANDARDS

(Langley AFB, JBLE Specification 27 10 10 dated 02 June 2008 or most current version)

1.2 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 All Employee Names and Social Security Numbers Work Clearance Requests (Air Force Form 103) Quality Control (QC) Report 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 Warranty of Construction Equipment Warranty Certificate Equipment Warranty/Guarantee Record Construction Data Worksheet and DD Form 1354 Acceptance and Transfer of Real Property Facilities

1.2.1 SUBMITTAL PROCEDURES

1.2.1.1 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 to obtain compliance with the specifications, and the expense of such rework and material replacement shall be borne solely by the Contractor.

1.3 SCOPE OF WORK

The work under this project consists of providing all material, equipment, and labor necessary for maintaining base paved areas. The work may include, but is not limited to, the following: excavation; surface preparation; placing base course; asphaltic concrete and overlays; sealing of pavement; repair of existing concrete sidewalks, curb and gutter, airfield pavement slabs and spalls; repair of airfield box drains; removal of paint from airfield and base pavements; painting of stripes on airfield and base pavements. Painting of airfield pavements shall conform to the requirements of Air Force Instructions 32-1042, STANDARDS FOR MARKING AIRFIELDS and Air Force Civil Engineer Support Agency Engineering Technical Letter 04-2 (See Attachment 2). Also included in the contract will be placing new sidewalks, new concrete curb and gutter, resetting of manholes and catch basins as required, and pothole repairs. All work shall be accomplished in accordance with contract documents and most recent Federal and state regulations. Work will be located at Joint Base Langley Eustis, VA.

1.3.1 Work Hours

Normal duty hours for Langley AFB, JBLE 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.

1.3.2 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.

1.4 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 Contract Management at 764-3268.

1.5 PHASING OF WORK

When main access roads (i.e. Nealey Ave, Sweeney Blvd, Dodd Blvd, and Ward/Perimeter Roads) are affected by this contract, the Contractor shall maintain one-way traffic on at least one lane at all times during the contract period. To maintain a safe flow of traffic, the Contractor shall provide traffic cones, barriers, signs, and flagmen (when appropriate) in accordance with OSHA requirements. Temporary traffic control signs shall meet Manual on Uniform Traffic Control standards. This also applies to sidewalk work and pedestrian traffic.

1.6 APPLICABLE CODES AND REGULATIONS

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

A. International Building Code B. International Mechanical Code C. International Fire Code D. International Code Council (ICC) International Plumbing Code E. National Electrical Code (NEC)

F. ANSI C-2, National Electrical Safety Code (QIESC) G. Life Safety Code, NFPA 101 H. National Fire Protection Association (NFPA) I. MIL Handbook 1190 J. Unified Facilities Criteria (UFC) 3-600-01 K. Applicable Unified Facilities Guide Specifications L. Supervisory Control and Data Acquisition (SCADA) M. American National Standards Institute (ANSI) N. American Standards for Testing Materials (ASTM) O. Institute of Electrical and Electronics Engineers (IEEE) P. International Society of Automation (ISA) Q. National Electrical Manufacturers Association (NEMA) R. Underwriters Laboratories, Inc. (UL) S. Leadership in Energy and Environmental Design (LEED®) for New Construction and Major Renovation v2.2 Reference Guide T. National Fire Protection Association Codes (NFPA) – latest edition U. Langley AFB, JBLE Electrical, Fire, and Communications Design Standards -- latest edition V. Air Force Engineering Technical Letter ETL 01-1, Reliability and Maintainability (R&M) Design Checklist NOTE: If there is a conflict between these codes or regulations and these contract specifications, the most stringent requirements shall apply at all times.

1.7 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.

1.8 CONSTRUCTION STANDARDS

1.8.1 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.

1.8.2 Office Trailers and Storage Units

1.8.2.1 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.

1.8.2.2 Storage Units

The Contractor shall request Contracting Officer approval for the siting, size and color of Storage Units, CONEX 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.

1.8.3 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.

1.8.4 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.

1.8.5 Communications

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

1.8.6 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 conditions of occupancy. This is in accordance with §408.4 of the 2008 version of the National Electric Code (NEC).

1.9 CONTRACTOR OPERATIONS

1.9.1 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 hydroseeding only. Straw shall not be used as a cover for freshly seeded areas.

1.9.2 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 caused the rutting. The Contractor shall restore the affected area(s) of the site to its original condition within that one-day period.

1.9.3 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.

1.9.4 Access Routes

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 through the West Gate only.

1.9.5 Removal of Formwork

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

1.9.6 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 Langley AFB, JBLE. Work site is in a residential area of Langley AFB, JBLE. 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 also.

1.9.7 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, rocks and then graded to conform to the surrounding area. The area will be hydroseeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

1.9.8 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 hydroseeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

1.9.9 Architectural Compatibility

Due to Langley AFB, JBLE’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 his/her 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 painted with two coats of brown paint to match existing equipment.

1.9.10 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.

1.9.11 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.

1.9.12 Marking

Contractor shall not mark any curb or pavement with paint.

1.9.13 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.

1.9.14 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 Environmental Management Office 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.

1.10 ENVIRONMENTAL PROTECTION. PLEASE REFER TO LANGLEY AFB, JBLE SECTION 01 12 00, ASSET

MANAGEMENT SPECIAL CONDITIONS.

1.10.1 Environmental Restoration Program (ERP) Requirements

1.10.1.1 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. Contaminated soil or free product shall not be used for backfill or removed from the 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/CEAN). All hazardous waste manifests shall be prepared by the Contractor and shall be coordinated, approved and signed by 633 CES/CEAN Hazardous Waste Manager (37 Sweeney Boulevard) prior to removal of such waste from the base.

1.10.1.2 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 Installation Restoration Program 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.

1.10.1.3 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.

1.10.1.4 Additional Excavation

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

1.10.2 NOTIFICATION OF ASBESTOS CONTAINING MATERIALS (ACM)

1.10.2.1 Asbestos Notification

If asbestos is exposed that was not previously known to exist, the Contractor shall cease work in the affected area and notify the Contracting Officer. If the Contractor is tasked to remove the discovered ACM, 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 20 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/CEAN (37 Sweeney Boulevard) prior to removal of such waste from the base. Only 633 Asset Management Flight is authorized to sign these manifests. The Asbestos Program Manager is Mr. Robert Jones who can be contacted at (757) 764-1126. Please contact him if you have any questions.

1.11 PROTECTION OF GOVERNMENT PROPERTY

1.11.1 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 parities 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.

1.11.2 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.

1.11.3 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.

1.12 SAFETY

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

1.12.2 Employee Health and Safety

1.12.2.1 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 (2003), 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.

1.12.2.2 Subcontractor’s Compliance

Compliance with the provisions of paragraph 1.12 and all subparagraphs by subcontractors will be the responsibility of the Contractor.

1.12.2.3 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.

1.12.2.4 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.

1.12.3 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.

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 Langley AFB, JBLE. 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 Langley AFB, JBLE, 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.

1.12.4 Precautions Against Hazards

1.12.4.1 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 representative of 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.

1.12.4.2 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 incurred because of fires.

1.12.4.3 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.

1.12.4.4 Technical Services

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

1.13 SECURITY

1.13.1 General Base Requirements

Access to Langley AFB, JBLE 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 15 (Room 103), 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.

1.13.2 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 1½ 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.

1.13.3 Work In Special Security Areas

1.13.3.1 Escorts

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

1.13.3.2 Applicable Security Criteria

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

1.13.4 Controlled Areas

1.13.4.1 General

All work to be performed on this project is within the boundary of Joint Base Langley Eustis. 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.

1.13.4.2 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.

1.13.4.3 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.

1.13.4.4 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.

1.13.4.5 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.

1.13.4.6 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.

1.13.4.7 Housekeeping

The Contractor shall keep the work area neat and tidy. Clean up shall be accomplished daily, and all piles of materials, equipment and debris that could afford cover or concealment for unauthorized persons shall be removed from the area. Storage areas will be designated and the Contractor shall not store anything within thirty feet of the boundary fence.

1.13.4.8 Power Interruptions

Power interruptions necessary as a part of the construction project shall be coordinated with the Contracting Officer or his/her designated representative who will notify the Base Civil Engineer, Central Security Control and the area occupants. The request for interruptions shall include reason, date, time, area affected and duration, and shall be submitted to allow notification at least two days in advance of the interruptions.

1.13.4.9 Repair Responsibilities

Any damages or alteration to any security facility, i.e., fence, lighting, communication cables, will be repaired, replaced, or suitable substitute provided by the Contractor prior to nightfall of the day such action occurred or was detected.

1.13.4.10 Overnight Storage of Construction Machinery

All construction machinery that is self-propelled (tractors, backhoes, dozers, trucks, etc.) will not be allowed to remain within the Controlled Area overnight. Such vehicles must be parked in a designated area thirty feet beyond the boundary fence, locked and keys removed.

1.13.4.11 Mission Operation

Security Operations will be continuous throughout the contract period and will necessitate nominal constraints on Contractor operations. Planning between the Contracting Officer or his/her designated representative and mission units can eliminate most constraints except those caused by unforeseen events. During any movements of security resources into or from the Controlled Area, construction will be halted prior to the movement and the construction crew will be relocated to an area away from the convoy route or destination. Under no circumstance will the reason for this relocation be announced to the Contractor. The Site Supervisor will be responsible for insuring all Contractor personnel are positioned away from the convoy routes and destination. Contractor personnel shall obey all instructions of Security Forces that pertain to their movement and activity. However, Security Forces will not interfere or halt any affect on rate of work or quality of work; their interference will pertain only to that necessary to protect security resources, if pre-sent.

1.13.4.12 Delays In Entering And Leaving Work Area

The Contractor may experience delays due to compliance with entrance/exit requirements of controlled areas.

The Contractor shall not be compensated for reasonable delays in accessing the site. Also, due to the nature of controlled areas, the Contractor may be requested to leave the controlled area at any given time. The Contracting Officer may extend the contract performance time when area designations change while the Contractor is working.

1.13.4.13 Safety

Flame and spark producing equipment (i.e., matches, lighters, vehicle cigarette lighters) shall be surrendered at the Entry Control Point prior to entry to the area. Smoking within the area is prohibited except in Contractor provided approved smoking areas. The use of flame and spark producing equipment within the area is discouraged;

however, in the event that it is necessary to use electric welders, oxygen-acetylene torches or other spark producing devices, the Contractor shall notify the Contracting Officer or his/her designated representative. Should a hazardous condition arise during the use of such devices, contact the Fire Department (Main Base: 911; Bethel Manor Housing: 865-1042). All Contractor personnel are subject to base safety and traffic regulations and may be barred from motor vehicle operation for cause.

1.13.5 Airfield Requirements

1.13.5.1 Contact Base Operations

Contractor shall contact LAFB Base Operations (764-4292, 764-2508), for construction restrictions involving the flightline, taxiway and runway areas and shall comply with Air Force Instruction AFI 13-213.

1.13.5.2 Radio Communication with Tower

Two-way radio contact on VHF Radio cap able of communication with the Air Traffic Control Tower on the ramp net (163.4625 MHz) is required at all times for all personnel and groups of personnel working on the flightline, taxiways and runways. Contractor shall coordinate radio issuance with the project inspector.

1.14 HISTORIC DISTRICT/ARCHITECTURAL COMPATIBILITY

Due to the distinct historic architecture and the high visitor traffic LAFB receives, several special actions are required during construction and are listed herein.

1.14.1 Newly Placed Concrete

When placing concrete adjacent to existing concrete, all newly placed concrete curbs, gutters and sidewalks shall match existing adjacent concrete in color and texture. Miami Buff is the predominate color used on LAFB.