Attach_1_MUHJ_03-4247_Final_Specs.pdf

MUHJ 03-4247—Repair East Apron, Phase 9, F.6020

Joint Base Langley-Eustis, Langley AFB, Hampton, VA

Specifications

100% Submission September 16, 2016

East Apron LAFB

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 06 00 REGULATORY REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 00.00 10 SPECIAL CONDITIONS

01 12 00 ENVIRONMENTAL MANAGEMENT SPECIAL CONDITIONS

01 13 00 SOIL MANAGEMENT AT EAST APRON LAFB

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16 BASE COURSE FOR RIGID PAVING

32 11 33 CEMENT STABILIZED SUBBASE COURSE AT AIRFIELDS

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 24.00 10 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Sheet No. Drawing No. Title

1 C-100 Cover Sheet

2 C-101 General Notes

3 C-102 Operational and Phasing Plan

4 C-103 Survey and Existing Condition

5 C-104 Soil Boring Logs

6 C-200 Demolition Plan

7 C-300 Proposed Geometric Plan, Joint Layout, and Typical Section

8 C-400 Proposed Grading and Drainage Plan

9 C-500 Proposed Pavement Elevation Plan

10 C-600 Proposed Pavement Marking Plan

11 C-700 Standard Details 1

12 C-701 Standard Details 2

13 C-702 Standard Details 3

14 C-703 Standard Details 4

15 C-704 Standard Details 5

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are

DOCUMENT 00 01 15 Page 1 included with the drawings for information.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

-- End of Document --

DOCUMENT 00 01 15 Page 2

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE PRICE. Price includes the following:

CLIN 0001AA. Price for the entire work for the Repair East Apron - Phase 9, complete in accordance with the drawings and specifications.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AA

0001AA Project includes the removal of approximately 24,500 square yards for existing concrete pavement and associated aggregate base; removal of 8,000 cubic yards of unclassified excavation; removal and replacement of existing storm sewer and box drain;

24,500 square yards of 13 inch concrete pavement for airfields;

11,000 cubic yards of aggregate base;

6 inches of cement treated subgrade;

geofrabic; pavement markings and aircraft tie-downs.

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Item 0001AA enter unit prices and extended totals in spaces provided. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

DOCUMENT 00 22 13.00 20 Page 1

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 2

SECTION 01 06 00

REGULATORY REQUIREMENTS

03/16

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:

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

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

3. Corps of Engineers Safety and Health Requirement Manual, EM 385-1-1.

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

5. Executive Order 13101 - "Greening the Government through Waste Prevention, Recycling and Federal Acquisition"

6. Resource Conservation and Recovery Act Section 6002

7. FAR Clause 52.223-4 Recovered Materials Certification

8. FAR Clause 52.223-9 Certification of Percentage of Recovered Material Content for EPA Designated Items Used in Performance of the Contract.

9. FAR Clause 52.223-10 Waste Reduction Program

b. State:

1. Virginia State Enforcement.

1.3 AIR FORCE REGULATIONS

The latest editions of the following Air Force Regulations shall apply to this work:

a. MIL Handbook 1190, Facility Planning and Design Guide.

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

1.4 PERMITS

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

1. Disposal of Hazardous Materials.

SECTION 01 06 00 Page 1

b. 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.

-- End of Section --

SECTION 01 06 00 Page 2

SECTION 01 11 00.00 10

SPECIAL CONDITIONS

06/14

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.

LANGLEY AIR FORCE BASE (LAFB)

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

JBLE (Langley AFB, JBLE Specification 27 10 10 dated 02 June 2008 or most current version) Telecommunications Building Cabling Systems Standards

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Material Safety Data Sheet (MSDS) for each item 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

SECTION 01 11 00.00 10 Page 1

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 T-38 parking area on the East Apron, Facility 6020. Project includes the removal of approximately 24,500 square yards for existing concrete pavement; removal of 8,350 cubic yards of unclassified excavation (contaminated material); removal and replacement of 12", 18", 24" RCP existing storm sewer, 5 storm sewer structures, and 465 linear feet of box drain; 24,500 square yards of 13 inch concrete pavement for airfields; 11,000 cubic yards of aggregate base; 23,000 linear feet of joint seal; 6 inches of cement treated subgrade; geofrabic; 4,700 square feet of pavement markings; and 28 aircraft tie-downs at JBLE Langley AFB, Hampton, VA, and incidental related work.

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

SECTION 01 11 00.00 10 Page 2

Contracting Officer or his/her designated representative and the Chief of Contract Management at 764-3268.

1.5 PHASING OF WORK

Not used.

1.6 APPLICABLE CODES AND REGULATIONS

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

a. Air Force Engineering Technical Letter ETL 01-1, Reliability and Maintainability (R&M) Design Checklist

b. American National Standards Institute (ANSI)

c. American Standards for Testing Materials (ASTM)

d. Americans with Disabilities Act (ADA)

e. ANSI C-2, National Electrical Safety Code (QIESC)

f. Institute of Electrical and Electronics Engineers (IEEE)

g. International Fire Code

h. Langley AFB, JBLE Electrical, Fire, and Communications Design Standards - latest edition

i. Leadership in Energy and Environmental Design (LEED®) for New Construction and Major Renovation v2.2 Reference Guide

j. Life Safety Code, NFPA 101

k. National Electrical Code (NEC)

l. National Electrical Manufacturers Association (NEMA)

m. National Fire Protection Association (NFPA)

n. National Fire Protection Association Codes (NFPA) - latest edition

o. Supervisory Control and Data Acquisition (SCADA)

p. Underwriters Laboratories, Inc. (UL)

q. Unified Facilities Criteria (UFC) 3-260-01 Airfield and Heliport Planning and Design

r. Unified Facilities Criteria UFC 3-260-02 Pavement Design for Airfields

s. Unified Facilities Criteria UFC 3-250-04 Standard Practice for Concrete Pavements

t. Unified Facilities Criteria UFC 3-250-08 Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

SECTION 01 11 00.00 10 Page 3

u. Unified Facilities Criteria UFC 3-250-11 Soil Stabilization for Pavements

v. Unified Facilities Criteria (UFC) 3-600-01, Fire Protection Engineering for Facilities

w. Unified Facilities Criteria (UFC) 4-020-01, DoD Security Engineering - Facilities Planning Manual

x. Unified Facilities Guide Specifications

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

Not used.

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 al-lowed 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, 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, SECTION 01 11 00.00 10 Page 4 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 in-stalled and taut at all times.

1.8.5 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 Langley AFB, JBLE systems for equipment and mechanical space doors. Prior to installing any lock cylinder or cores, the contractor shall coordinate with the Langley AFB, JBLE 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.

SECTION 01 11 00.00 10 Page 5

1.8.6 Communications

Not used.

1.8.7 Electrical Panels

Not used.

1.9 CONTRACTOR OPERATIONS

1.9.1 Grassy Areas

Not used.

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 cased 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

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 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.

SECTION 01 11 00.00 10 Page 6

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 in accordance with SECTIONS 31 00 00 EARTHWORK AND 31 23 00.00 20 EXCAVATION AND FILL of the specifications.

1.9.8 In-Ground Obstructions

Any type of raised obstructions shall have the surrounding soil backfilled, compacted in accordance with SECTIONS 31 00 00 EARTHWORK AND 31 23 00.00 20 EXCAVATION AND FILL 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

Not used.

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

SECTION 01 11 00.00 10 Page 7

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 , ENVIRONMENTAL 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 from the project site.

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

SECTION 01 11 00.00 10 Page 8 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.

1.10.1.3 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)

Not used.

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 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.

1.11.2 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.

SECTION 01 11 00.00 10 Page 9

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

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 this clause 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

SECTION 01 11 00.00 10 Page 10 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 Sheet (MSDS), 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.

SECTION 01 11 00.00 10 Page 11

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 5 (Visitor Control Center, at the LaSalle gate), after a signed letter from the Contractor, SECTION 01 11 00.00 10 Page 12 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 a USAF Installation and will be confined to the immediate vicinity of EAST RAMP.

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.

SECTION 01 11 00.00 10 Page 13

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, and Central Security Control. 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. Following

SECTION 01 11 00.00 10 Page 14 all power interruptions, the Contractor shall replace any fire alarm/mass notification system batteries that do not fully recharge within four hours after the completion of the power outage.

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 re-sources 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 have any effect 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

SECTION 01 11 00.00 10 Page 15 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 capable 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. All concrete that is newly placed by the Contractor shall be Miami Buff in color unless specifically noted otherwise in the contract documents or instructed otherwise by the Contracting Officer or his/her designated representative.

1.14.2 Unprimed or Factory Finished Equipment

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

1.14.3 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. The Contracting Officer or his/her designated representative shall approve all above work and materials.

1.14.4 Pavement Repairs

Replace or restore all pavement, curb and gutter, and sidewalk disturbed by operations under this contract to the original condition, including any markings or striping, except where shown or specified otherwise. Compact Backfill in pavement repairs with mechanical tampers to affect a density that is equal to adjacent subgrade. Replace pavement with equal materials and equal thickness 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

SECTION 01 11 00.00 10 Page 16 and the permanent repair made before completion of the contract.

1.14.5 Marking Restrictions

Contractor shall not mark any curb or pavement with paint unless directed by the Contracting Officer or his/her designated representative.

1.15 RECORDING AND PRESERVING HISTORICAL AND ARCHAEOLOGICAL FINDS

1.15.1 Preservation

All items having any apparent historical or archeological interest, which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archeological find undisturbed and shall immediately report the find to the Contracting Officer or his/her designated representative so that the proper authorities may be notified.

1.15.2 Rehabilitation

All repair, maintenance, and construction must be completed in a manner that is…