Attachment 2 ZQEL 24-0003 Bid Specifications.pdf

PROJECT MANUAL

For

SUSTAIN APRON RE-STRIPING

& TIEDOWNS

SPECIFICATIONS 5 May 2024

USAFR ZQEL 24-0003

For

910th Airlift Wing Youngstown Air Reserve Station

3976 King Graves Road Vienna, OH 44473-0910

Prepared By

DEPARTMENT OF THE AIR FORCE

910th BASE CIVIL ENGINEERING OFFICE

3976 KING GRAVES ROAD, BUILDING 510

VIENNA, OHIO 44473-5931

910th Airlift Wing Youngstown Air Reserve Station Sustain Apron Re-Striping for C-130-J-30

USAFR ZQEL 24-0003

TABLE OF CONTENTS 00 01 10 – 1

DOCUMENT 00 01 50 - LIST OF DRAWINGS

Page Nos.

Title

Issue

1 of 11 G1 Title Sheet 5 May 2014

2 of 11 G2 Airfield General Notes 5 May 2024

3 of 11 G3 Airfield General Notes 5 May 2024

4 of 11 C1 Apron Striping spot 1A-1F to Spot 5 5 May 2024

5 of 11 C2 Apron Striping Spot 5 to Charlie Taxiway 5 May 2024

6 of 11 C3 Apron Striping Charlie Taxiway to Spot 13 5 May 2024

7 of 11 C4 Apron Striping Spot 14 to Spot 15 5 May 2024

8 of 11 C5 Non-Controlled Apron Bldg 308 to Matchline AA 5 May 2024

9 of 11 C6 Non-Controlled Apron Matchline AA to BB 5 May 2024

10 of 11 C7 Non-Controlled Apron Matchline BB to Bldg 400 5 May 2024

11 of 11 C8 Non-Controlled Apron Quantities 5 May 2024

END OF LIST OF DRAWINGS

Sustain Apron Re-Striping For C-130-J-30

GENERAL REQUIREMENTS 01 00 00 – 5

2.0 SCOPE.

2.1. DESCRIPTION OF WORK. The work specified herein consists of furnishing all labor, equipment, tools, appliances, transportation, and materials required to remove Paint Striping of 100% of designated area on the Youngstown ARS Aircraft Concrete Apron Parking Area. The paint removal is to be completed without damage to the pavement surface, joints, and joint and crack seals, or any other government property.

Destruction of any taxiway or other pavement markings as a result of the paint removal process will be restored, repainted as necessary. All Controlled Apron and Non-Controlled Apron Markings shall be repainted as per specifications and as shown on plans dated 5 May 2024.

2.2. DETERMINATION OF COMPLIANCE. N / A

2.3. PAVEMENT DAMAGE SURVEY: Base Engineering, Contracting Officer Representative and Contractor shall jointly inspect the work area prior to commencement of work. Any existing damage to pavement systems shall be documented at that time. The Contractor shall repair damage incurred during the contracted operations in accordance with paragraph 12.1.

3.0 METHODS AND WORK AREAS:

3.1 Refer to attached plans for areas of restriping of Apron Controlled Area and Non-Controlled Movement Area. All striping will be removed from the areas of work, APRON CONTROLLED MOVEMENT AREA: This area is identified as the area within the red line around the entire aircraft parking apron. This area will require to be stripped in two phases of work. The Upper Ramp shall be stripped completely and then the Lower Ramp will be stripped. This will allow for the movement of aircraft away from the work area. All markings & stripping within the red line and to include the red line will be cleaned of all debris prior to re-stripping. Refer to attached drawings, pages C1 to C4.

Quantities and Measures are listed on C4.

APRON NON-CONTROLLED MOVEMENT AREA: This area is identified as the travel lane adjacent to the red line for Controlled Movement to the aircraft hangers and building area. This area will include all markings and stripping outside the red line. All areas will be cleaned of all debris prior to re-stripping. Refer to attached drawings, pages C5, C6, & C7. Quantities and Measures are listed on C8.

Sustain Apron Re-Striping For C-130-J-30

GENERAL REQUIREMENTS 01 00 00 – 7

6.4. WORK SCHEDULE: The Contractor shall adhere to the pre-approved schedule for execution of work, weather permitting, runway closures shall be coordinated in advance. If the Contractor’s schedule is delayed by weather conditions or mechanical equipment breakdown, the Contractor shall notify the CO and a new work schedule shall be established.

6.5. ENVIRONMENTAL LIMITATIONS. P a i n t removal methods that use water or chemicals shall not be permitted when the temperature is at 40 degrees F and falling, or the pavement surface temperature is at 35 degrees F or less and falling.

6.6. WORK ZONES. The Contractor shall provide all temporary markings and traffic controls necessary to establish a safe and adequate work zone and to minimize (airfield (and) traffic) interruptions.

6.7. ACCESS OF CONTROL ZONES. The Contractor shall perform all contracted work within the controlled zones of the base or the airfield. Coordinate access through the base with the CO. Coordinate access to or through the radio-controlled zone of the airfield with the Chief of Airfield Management. When within the radio-controlled zone of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower.

The Contractor shall verbally inform the control tower and the Chief of Airfield Management when the work has been completed and all equipment, personnel, and materials have been removed from the airfield.

6.8. Runway Operations. Work may be interrupted to provide a runway for aircraft in an emergency or when a special or unscheduled mission is assigned. If the runway is needed for aircraft operations, the Contractor shall remove all equipment from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear the runway. A scheduled landing or departure that has been identified to the Contractor prior to the start of the Contractor’s work shift shall not be considered an interruption.

7. 0 METHOD OF OPERATION:

7.1 ESTABLISHMENT OF WORK ZONES: The Contractor shall provide all cones, barriers, lights, signs, placards, flags, and flagging personnel necessary to establish an adequate work zone. The Contractor shall establish and maintain work zones as necessary throughout the period of the contract, prominently identifying potential hazards and dangers to personnel and traffic in or near the work area.

wastes in strict compliance with all applicable local, state, and Federal environmental statutes and regulations.

Sustain Apron Re-Striping For C-130-J-30

GENERAL REQUIREMENTS 01 00 00 – 9

C. Any and all references to – and/or requirements for materials and work to be in – compliance with the Manufacturer’s recommendations shall be taken to mean – and/or includes the requirement that:

“Work shall be accomplished in accordance with the Manufacturer’s recommendations. In the event of a conflict between the Manufacturer’s recommendations and the Specifications, the Manufacturer’s recommendations shall take precedence. However, if the Specifications require work and/or materials above/beyond the Manufacturer’s recommendations without conflict with the manufacturer’s recommendations, such additional work and/or materials shall be provided – in addition to that provided pursuant to the Manufacturer’s recommendations."

10.0 DOCUMENTS

A. The Contractor shall be responsible for reviewing the complete set of Contract Documents for:

1. Procedures.

2. Space requirements.

3. Materials.

4. Installation sequence.

5. Similar items.

B. The Contractor shall coordinate efforts with all others working on the Project.

11.0 CONTRACTOR USE OF THE PREMISES

A. Confine construction activities to areas defined for the Work in the Specifications and on the Drawings – or specifically assigned for that use by the Contracting Officer. Do not use any other areas on Government premises without written consent of the Contracting Officer.

B. Do not unreasonably encumber the Site with materials or equipment.

C. Assume full responsibility for protection and safekeeping of products stored at the Site.

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GENERAL REQUIREMENTS 01 00 00 – 11

D. The Contractor shall ensure that all materials and equipment are protected prior to installation and until final acceptance. Storage shall be dry, clean, and safe. Materials or equipment that become damaged, deteriorated, rusted, or defaced due to improper storage shall be fully repaired, refinished, or replaced as directed by the Contracting Officer.

Materials or equipment lost through theft or mishandling shall be replaced by the Contractor without additional cost to the Government.

E. Temporary Fire Protection: Observe all provisions of the Government safety regulations relative to fire prevention throughout the construction period. Ensure that applicable permits are visible and kept current.

F. Provide temporary safety equipment in accordance with the requirements of the Government's safety regulations.

G. Utilities:

1. Notwithstanding the provisions of other clauses of the Contract, all reasonably required amounts of water, gas, electricity, and the like, essential to the performance of the Contract, will be made available at no cost to the Contractor from existing systems, outlets, and supplies.

2. Tying into Electrical Utilities: For this entire Project, tie-ins within Government-owned components will be at no cost to the Contractor.

3. Any arrangements with the utility company – or any fees involved in tying into the distribution system owned by the utility company – are the responsibility of the Contractor. The Government will not be held responsible for interruption of utility service and will not be liable for the Contractor's delays, damages, or increased costs occasioned by such an interruption of service.

4. Temporary connections or lines shall be installed, maintained, and removed by the Contractor at no additional expense to the Government and in a manner acceptable to the Contracting Officer.

5. No water may be obtained from the fire hydrants on the Base without permission from both the Contracting Officer and the Base Fire Department.

a. Temporary water lines connected by the Contractor to hydrants on the Base shall be equipped with reduced pressure backflow preventers.

15.0 PROJECT CLOSE-OUT

A. When the Contractor determines that the Work is complete, submit to the Contracting Officer a request (in writing) for final inspection in accordance with the terms of the Contract.

Sustain Apron Re-Striping For C-130-J-30

GENERAL REQUIREMENTS 01 00 00 – 13

dumpster or other solid-waste collection unit maintained by the Base, the Contractor will immediately remove said waste and dispose of it – or recycle it – properly, away from the Base.

2. If any waste is dumped in an unauthorized area, immediately remove the material and restore the area to its pre-existing condition.

G. Track the amount of construction/demolition debris and other solid waste that is disposed of under this Contract. It is preferred that the waste be tracked by weight – but tracking the waste by volume (that is, cubic yards) will also be accepted. Submit the amount of waste disposed of – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

H. Transport as much of the recyclable construction waste materials and demolition debris as practicable to a valid recycling facility. The recyclable materials can include:

1. Cardboard.

2. Rubble (asphalt and concrete).

3. Recycled cementitious materials (in concrete mix).

4. Brick.

5. Metals.

6. Wood.

7. Plastic.

8. Insulation.

9. Roofing.

10. Glass.

11. Acoustical ceiling panels.

12. Carpet.

13. Polyvinyl chloride piping.

14. R-22 refrigerant.

15. Ballasts.

16. Other materials applicable to the Project that can be reused or recycled.

I. Submit the amount of materials recycled – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

Sustain Apron Re-Striping For C-130-J-30

GENERAL REQUIREMENTS 01 00 00 – 15

3. Clearly label the CD, DVD, or the videocassette and the videocassette case indicating:

a. The Contract number.

b. The Project number.

c. The Project title.

d. The date taken.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION – Not Used

END OF SECTION 01 00 00

Sustain Apron Re-Striping For C-130-J-30

SUBMITTAL PROCEDURES 01 33 00 – 2

B. Approved Submittals:

1. The approval of submittals by the Contracting Officer shall not be construed as a complete check but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that might exist. The Contractor remains responsible for the dimensions and the design of adequate connections, details, and satisfactory construction of the Work.

2. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

C. Disapproved Submittals: Make all corrections required by the Contracting Officer and furnish a corrected submittal within five calendar days in the form and number of copies as specified for the initial submittal.

1. If the Contractor considers any correction indicated on the submittals to constitute a change to the Contract, give prompt notice to the Contracting Officer as required by the terms of the Contract.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION

3.1 GENERAL

A. Submit two copies of all items listed on the Submittal Register or specified in the other sections of the Specifications.

B. The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections.

C. Units of weights and measures used on all submittals shall be the same used on the Contract Drawings.

D. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with the requirements of the Contract.

E. Prior to submittal, all items shall be checked and approved by the Contractor.

Sustain Apron Re-Striping For C-130-J-30

SUBMITTAL PROCEDURES 01 33 00 – 4

3.5 SUBMITTAL PROCEDURE

A. Submittals shall be made as follows:

1 Schedule:

a. Prepare and submit to the Contracting Officer for approval, two copies of the

Submittal Register found at the end of this Section.

b. The proposed schedule shall reflect the Contractor’s practicable schedule of planned dates of submittal of AF Form 3000.

c. The Submittal Register shall be submitted concurrently with the Contractor’s submittal of the required AF Form 3064.

d. The Contracting Officer will review and return submittals received, approved or disapproved, within ten calendar days after receipt.

e. Warranties and operating instructions are required at the completion of the

Work, after final inspection.

2 Deviations: For submittals that include proposed deviations requested by the Contractor, set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing un-noted deviations.

3.6 NOT USED

3.7 GOVERNMENT - APPROVED SUBMITTALS

A. Upon completion of review of submittals, the submittals will be identified as having received approval by being signed and dated. Three copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor to be retained at the Site.

END OF SECTION 01 33 00

AF FORM 66, 19891001 (EF-V1) PREVIOUS EDITION WILL BE USED.

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 24-0003

Sustain Apron Re-Striping For C-130-J-30

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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DIVISION 01 – Gen’l Rqmts Waste Disposal Plan

01000, 11.E QA/QC Procedure

Monthly Report of Construction Debris

– Disposed of 01000, 11.G

QA/QC Report

Monthly Report of Construction Debris

– Recycled 01000, 11.I

QA/QC Report

Marked-Up Contract Drawings

01000. 17.A,B Close Out Submittal

Environmental Protection Plan 01 35 43, 1.5 A

Informational Submittal

DIVISION 32- Rubber/Paint Removal from Airfield Pavements Schedule of Work/Process Plan

32 01 11.51, 1.4, SD-01

Informational Submittal

PaintRemoval from Airfield Pavements – Product Data

32 01 11.51, 1.4, SD-03

Action Submittal

PaintRemoval from Airfield Pavements –Test Reports

32 01 11.51, 1.4, SD-06

Pavement Markings Product Data

32 17 23 1.3, SD-03

AF FORM 66, 19891001 (EF-V1) PREVIOUS EDITION WILL BE USED.

THIS PAGE INTENTIONALLY LEFT BLANK.

AF IMT 3000, 20030901 (V1) (REVERSE)

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term ꞏmaterial" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. ltem(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.•. This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.

INSTRUCTIONS TO CONTRACTORS

1. Prepare three copies of AF Form 3064, in accordance with these instructions, and submit to the contracting officer at the time stated in the contract or as established by the contracting officer.

2. Blocks 1, 2, and 3. Enter the contract number, starting date, and completion date as shown on the contract.

3. Block 8. Enter the title of the project as shown on the contract.

:4. Block 9. Enter name and address of your firm. The three copies submitted to the contracting officer must be dated and signed by the contractor or an authorized representative of the firm.

s. Lines 1 through 12. Major elements of work (whether unit price or lump sum contract) such as excavation, concrete work, carpentry, engineering, installation of communication electronic facilities, etc., will be shown in Column Bin logical sequence and in sufficient detail to identify the element. If the contract calls for more than 11 work elements, additional copies of the AF Form 3064 may be used as a continuation for the work elements.

6. The percentage of each listed work element to the complete job will be shown opposite each element in Column C. As an example, if 3 work elements are shown: excavation, concrete work, and backfill, and it is estimated that excavation is 50% of the total job, concrete 30%, and backfill 20%, these percentages will be shown opposite each element. The total must equal 100%.

7. Columns D through Q will be used to show planned periodic progress, as required by the contracting officer, during the period of the contract. Only the top half of the space under these columns will be used by contractors. Using the example cited above and assuming that the contract period for performance is 8 weeks, and it is planned to accomplish 10% of the excavation work the 1st week and 20% each week until excavation is complete, 10 would be shown in the upper half of Line 1 under Column D, 20 under Column E, and 20 under Column F for a total of 50%. If it is planned to accomplish the concrete work during the 4th, 5th, and 6th weeks in equal amounts, 1O would be entered under Columns G, H, and I on Line 2. Assuming the backfill will be accomplished during the 7th and 8th weeks, 1o would be entered under Columns J and Kon Line 3. If the contract extends beyond 14 weeks, additional copies of AF Form 3064 may be used as a continuation of performance record.

a. Total amount of work planned at intervals as shown in Columns D through Q will be totaled and entered in the top half of the space under the appropriate column of Line 12. Again, using the example cited above, the totals under Columns D through K would read 10, 20, 20, 10, 10, 10, 10, 10 for a total of 100%. These totals will be used to plot an overlay graph using Lines 4 through 11, beginning with

Column D and extending to the right the number of columns (weeks) authorized by the contract for performance time.

9. In the event the contract is modified by the contracting officer under terms of the contract, changing the progress of work as originally scheduled, adding or deleting work or changing the original completion date, a revised progress schedule will be prepared and submitted to the contracting officer for approval. In preparing the revised schedule, the amount of work completed will be considered, together with the changed new completion date set forth in the contract modification. Considering these factors, the work under the contract will be rescheduled over the new total performance time in the same manner that the original schedule was prepared. The new completion date will be entered in Block 3. "First Revised Schedule," "Second Revised Schedule," etc., will be entered to the left of the form title. Time of submission of the revised schedule will be determined by the contracting officer.

10. At such intervals as may be established by the contracting officer, the contractor will submit to the contracting officer AF Form 3065, "Contract Progress Report," indicating the percentage of work accomplished for each work element during the established reporting period. Accurate reports are of the utmost importance to the contractor and to the Government, since the percentage of completion, or progress, thus reported is used in administration of the contract and may be used in connection with approval of partial payments under the contract. Care should be taken to plan the work in such manner that it can be accomplished as stated in this schedule. If, for any reason, it becomes known that any part of the progress under this contract will be delayed, this fact should be reported to the contracting officer immediately.

AF IMT 3064, 20030901 (V1) PREVIOUS EDITIONS ARE OBSOLETE

Sustain Apron Re-Striping For C-130-J-30

ENVIRONMENTAL PROCEDURES 01 35 43-1

Section 01 35 43 – ENVIRONMENTAL PROCEDURES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Contractor Liabilities for Environmental Protection:

1. Government installations must comply with environmental protection laws including – but not limited to the following:

a. The Clean Water Act

b. The Clean Air Act

c. The Resource Conservation and Recovery Act.

d. The Federal Facilities Compliance Act.

2. The United States Environmental Protection Agency (USEPA) has granted inspection and enforcement authority to the State of Ohio Environmental Protection Agency (Ohio EPA).

a. Inspection by either agency might include questioning of the construction personnel who are working with or have contact with hazardous materials and waste.

b. Complete – and provide documentation of – environmental training required by federal, state, and local regulations.

1.3 REFERENCES

A. The publications listed below form a part of the requirements of this Section to the extent referenced. The publications are referenced in the text using the basic designation only.

1. United States Air Force (USAF or AF) Forms: The following documents can be found at the end of SECTION 01 33 00 – SUBMITTAL PROCEDURES.

a. Material Approval Submittal (AF Form 3000).

b. Contractors Progress Reports (AF Form 3065).

2. Code of Federal Regulations (CFR):

a. 40 CFR 261: Identification and Listing of Hazardous Waste (1999).

b. 40 CFR 262: Generators of Hazardous Waste (1999).

c. 40 CFR 263: Transporters of Hazardous Waste (1999).

d. 40 CFR 264: Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities (1999).

e. 40 CFR 265: Interim Status Standard for Owners and Operators of Hazardous

Waste Treatment, Storage, and Disposal Facilities (1999).

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ENVIRONMENTAL PROCEDURES 01 35 43-3

J. Landscape Features = Trees, plants, shrubs, and ground cover.

K. Lead Acid Battery Electrolyte = The electrolyte substance (liquid medium) within a battery cell.

L. Oily Waste = Petroleum products and bituminous materials.

M. Class I Ozone-Depleting Substance (ODS) = Class I ODS is defined in Section 602(a) of The Clean Air Act and includes the following chemicals:

1. Chlorofluorocarbon-11 (CFC-11).

2. Chlorofluorocarbon-12 (CFC-12).

3. Chlorofluorocarbon-13 (CFC-13).

4. Chlorofluorocarbon-111 (CFC-111).

5. Chlorofluorocarbon-112 (CFC-112).

6. Chlorofluorocarbon-113 (CFC-113).

7. Chlorofluorocarbon-114 (CFC-114).

8. Chlorofluorocarbon-115 (CFC-115).

9. Chlorofluorocarbon-211 (CFC-211).

10. Chlorofluorocarbon-212 (CFC-212).

11. Chlorofluorocarbon-1, 213 (CFC-213).

12. Chlorofluorocarbon-214 (CFC-214).

13. Chlorofluorocarbon-215 (CFC-215).

14. Chlorofluorocarbon-216 (CFC-216).

15. Chlorofluorocarbon-217 (CFC-217).

16. Halon-1211.

17. Halon-1301.

18. Halon-2402.

19. Carbon tetrachloride.

20. Methyl chloroform.

N. Industrial Hygienist = A hygienist certified by the American Board of Industrial Hygiene.

1.5 SUBMITTALS

A. Statements (SD-08): Within ten calendar days after Notice-to-Proceed – and prior to commencement of the Work at the Site – submit in writing (in accordance with SECTION 01 30 01 – SUBMITTAL PROCEDURES) a detailed proposal for an Environmental Protection Program to implement requirements for the environmental pollution controls specified herein, including a Sediment and Erosion Control Plan.

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ENVIRONMENTAL PROCEDURES 01 35 43-5

2 Environmental Protection:

a. Provide and maintain, during the life of the Contract, environmental protection as defined. Plan for – and provide – environmental protective measures to:

1) Control pollution that develops during normal construction practice.

2) Correct conditions that develop during the construction of permanent or temporary environmental features associated with the Project.

b. Comply with federal, state, and local regulations pertaining to the environment, including- but not limited to – those regulating water, air, and noise pollution.

c. Class I ODS Prohibition: Class I ODS as defined and identified herein shall not be used in the performance of this Contract – nor be provided as part of the equipment. This prohibition will be considered to prevail over any other provision, specification, drawing, or referenced document.

3. Safety Program:

a. Entry: Entry into a confined or enclosed space by personnel for any purpose, including hot work, shall be prohibited until the qualified person has conducted appropriate tests to ensure the confined or enclosed space is safe for the Work intended. The following definitions apply to this Subsubparagraph only:

1) Confined Spaces (first of two parts) = Refers to spaces that by design have one or more of the following characteristics:

A. Have limited openings for entry and exit.

B. Have unfavorable natural ventilation that could contain or produce dangerous air contaminants.

C. Are not intended for continuous employee occupancy.

2) Confined Spaces (second of two parts) = Include – but are not limited to

– the following:

3) Qualified Person = A person designated by the Contractor, in writing, as capable (by education or specialized training) of anticipating, recognizing, and evaluating employee exposure to hazardous substances or other unsafe conditions in a confined space. This person shall be capable of specifying necessary control and protective action to ensure worker safety. Where work involves facilities that handle combustible and hazardous materials, this qualified person shall be an NFPA -certified marine chemist.

4) Entry Permit: The Contractor shall submit for review and approval a Daily Confined Space Entry Permit at any location deemed necessary by the Contracting Officer. Complete the permit at least 24 hours prior to entering a designated confined space. The permit shall be posted in a conspicuous place close to the confined space entrance with a copy furnished to the Contracting Officer.

5) Letter of Certification: Submit to the Contracting Officer a letter of certification for the qualified person. The letter shall state the qualified person's name and qualifications and delineate the qualified person's authority to direct work stoppage in the event of hazardous conditions.

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ENVIRONMENTAL PROCEDURES 01 35 43-7

4. The elements of GPP are described on the Office of the Federal Environmental

Executive website (http://www.ofee.gov/gp/gp.htm).

5. The Contractor shall comply with the following agency listings and guidelines/recommendations:

Agency Listing/Guidelines Website

United States Environmental Protection Agency (USEPA) Comprehensive Procurement Guidelines (CPG) http://www.epa.gov/cpg

United States Department of Agriculture (USDA) Bio -based Products Guidelines http://www.biobased.oce.usda.gov

United States Department of Energy (USDOE) Federal Energy Management Program (FEMP) Energy Efficiency Recommendations http://www.eere.energy.gov/femp/technologies/eep_eereco mmendations.cfm

Green Seal Product Standards http://www.greenseal.org/certproducts.htm

If it is determined that a guideline/recommended product does not meet the specified performance requirements (or other known Government performance requirements), the Contractor shall submit for approval a proposed alternative with the lowest environmental impact that would meet the performance requirements.

6. The Contractor shall provide EPA-designated products containing recovered material unless the item cannot be acquired:

a. Competitively within a reasonable time frame.

b. Meeting the appropriate performance standards.

c. At a reasonable price.

7. Items identified in the USEPA's CPG shall be viewed as the minimum that can be considered when evaluating recycled/reused materials. Other materials and products not listed, but commonly used in industry outside of the Government, shall also be considered.

8. Material and product submittals for all recycled-content items shall list the recycled and recovered materials used and the percentage content listed.

B. Hazardous Materials (HazMat) Management:

1. HazMat Management Program (HMMP): The Contractor shall participate in the HMMP to the extent described in this Contract. Participation shall include:

a. Designation of a single individual who has experience and knowledge of hazardous materials as the point of contact for HazMat issues.

b. Provision of MSDSs for all HazMat used or stored on the Base.

c. Limited storage of HazMat on the Base.

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5) User of the material.

c. The Usage Log shall include a provision for identification of a HazMat tracking number that will be designated by the Government.

d. Maintain the Usage Logs sequentially for tracking of HazMat.

e. When a HazMat from an individual container is totally used during the Contract period, annotate the Usage Log using a designation for the empty container and noting the date the container was empty. Ensure that all empty containers are removed from the Base and disposed of – or recycled – properly.

f. The Usage Log shall have:

1) The Contractor’s name.

2) The Contract number

3) The Project number and title.

4) A sequence/date designation on the sheets.

g. Each sheet of the Usage Log shall be signed and dated by the Contractor.

h. Make the Usage Log available for review upon request by the Contracting

Officer or authorized representative.

i. Indicate on the Usage Log the quantities and dates of spillage (if any) for each container – on a daily basis.

j. Upon completion of the Project/Work – and concurrently with submission of the

AF 3065 that reflects 100 percent completion –submit a final version of the Usage Log to the Contracting Officer. Include certification that the final version of the Usage Log is complete and accurate. Such certification shall include:

1) Signature of the firm's authorized representative.

2) Date.

3) Typed/printed name, title, and firm name.

5. HazMat Storage Area:

a. Store all HazMat in their designated HazMat storage area. The Contractor will be subject to visits by the Contracting Officer or the Contracting Officer’s representative for assessment of their HazMat storage Site/area for compliance with the requirements specified herein for HAZMAT MANAGEMENT during the Contract period.

b. Ensure that all BEST MANAGEMENT PRACTICES (immediately below) are in place while HazMat is used or stored on the Base.

c. Provide secondary containment for all HazMat being stored and used on the Base when the primary container exceeds 30 gallons. Secondary containment shall be chemically inert to the HazMat being stored and impervious to absorption of that HazMat. The containment volume shall not be less than 10 percent of the total quantity being stored or the equal quantity of the largest container being stored – whichever is greater in volume. Provide separate secondary containment for incompatible HazMat.

6. Best Management Practices:

a. Ensure that the segregation of incompatible materials is accomplished at all times in the Contractor's field office, storage, staging, and work areas.

b. Keep all containers closed when not in use. At the end of the workday, or when finished using any material, return the container to a proper storage area.

c. Follow all Manufacturers’ recommendations for storage/use of HazMat.

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Contracting Officer. No other areas on Government premises shall be used by the Contractor without written consent of the Contracting Officer.

C. Protection of Natural Resources: Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified.

1. Land Resources:

a. Do not remove, cut, deface, injure, or destroy trees or shrubs without the

Contracting Officer's permission.

1) Exception: Areas to be cleared.

b. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorages unless recommended by the arborist or nurseryman and approved by the Contracting Officer. Where such use of attached ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage.

2. Protection:

a. Protect existing trees that are indicated to remain and that may be injured, bruised, defaced, or otherwise damaged by construction operations.

b. Remove displaced rocks from uncleared areas.

c. By approved excavation, remove trees with 30 percent or more of their root systems destroyed.

3. Replacement: Remove trees and other landscape features scarred or damaged by equipment operations, and replace with equivalent, undamaged trees and landscape features. Obtain the Contracting Officer's approval before replacement.

2.3 PROTECTION OF WATER RESOURCES

A. Control the disposal of fuels, oils, bitumens, calcium chloride, acids, or harmful materials, both on and off the Government premises.

B. Comply with applicable federal, state, county and municipal laws concerning pollution of rivers and streams while performing the Work under this Contract.

C. Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides and insecticides from entering public waters.

D. Water used at the Site for material processing, concrete curing, foundation and concrete cleanup, and other waste waters shall not be allowed to reenter a stream if an increase in the turbidity of the stream could result therefrom.

E. Oily Wastes: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Surround all temporary fuel oil or petroleum storage tanks with a temporary earth berm of sufficient size and strength to contain the contents of the tanks in the event of leakage or spillage.

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C. Laser/Radioactive Device(s): Comply with the requirements of the Occupational Safety and

Health Administration (OSHA). Comply with other restrictions and procedures for the use of laser/radioactive devices, as directed by the Contracting Officer.

1. Use AF Form 3000 to notify the Base Safety Office of – and to obtain approval from the Contracting Officer for – the use of each such device prior to bringing it onto the Base.

Indicate when and where the laser/radioactive device will be used so that:

a. An evaluation of the potential hazards to base personnel can be assessed.

b. Precautionary actions can be taken to protect the population at the Base.

2.7 BURNING

A. Air pollution restrictions applicable to this Project are as follows:

1. Materials shall not be burned on the Government premises.

2. If the Contractor elects to dispose of waste materials off of the Government premises, by burning, he shall make his own arrangements for such burning area and shall conform to all local regulations.

B. Compliance: COE EM-385-1-1, NFPA 2, T1, and activity fire regulations. Obtain approval from the activity Fire Chief prior to commencement of hot work operations.

2.8 EROSION CONTROL

A. Surface drainage from cuts and fills within the construction limits (whether or not completed) – and from borrow and waste disposal areas – shall be graded to control erosion within acceptable limits. Provide and maintain temporary control measures until permanent drainage facilities are completed and operative. Hold the area of bare soil exposed at any one time by construction operations to a minimum. Outline additional erosion control measures in the Sediment and Erosion Control Plan.

B. Burn-Off: Burn-off of the ground cover will be grounds for rejection of the installation.

C. Borrow Pit Areas: Manage and control borrow pit areas that are not at the Base to prevent sediment from entering nearby streams or lakes.

1. Restore areas – including those outside the borrow pit – disturbed by borrow and haul operations. Restoration shall include the following:

a. Grading.

b. Replacement of topsoil.

c. Establishment of a permanent vegetative cover.

2. Uniformly grade side slopes of borrow pit to not more than a slope of one part vertical to two parts horizontal. Uniformly grade the bottom of the borrow pits to provide a flat bottom and drain by outfall ditches or other suitable means.

3. Stockpile topsoil remove during the borrow pit operation, and use as part of restoring the borrow pit area.

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D. Air-blowing used for anything other than cleaning non-particulate debris such as steel reinforcing bars will be grounds for rejection of the installation.

E. Cutting bituminous concrete, Portland cement concrete, and concrete masonry units by other means than wet-cutting will be grounds for rejection of the installation.

F. Do not shake bags of cement, concrete mortar, or plaster unnecessarily.

G. The proposed dust control method shall be approved by the Contracting Officer.

2.10 FIELD QUALITY CONTROL

A. Upon receipt of a notice in writing of any noncompliance with the foregoing provisions, take immediate corrective action. If the Contractor fails or refuses to comply promptly, the Contracting Officer 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 work order shall be made the subject of a claim for extension of time or for excess costs of damages by the Contractor.

1. Exception: If it is later determined that the Contractor was in compliance.

2.11 POST-CONSTRUCTION CLEANING OR OBLITERATION

A. Unless other wise instructed in writing by the Contracting Officer, obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction prior to final acceptance of the Work. Grade and fill the disturbed areas and seed the entire area.

2.12 CULTURAL RESOURCES

A. It is not likely that cultural resources such as historic or archeological items (for example, Native-American artifacts or human remains) will be found on the Base; however, should a potential cultural resource be discovered during demolition or excavation, the Contractor shall immediately stop work in that area and notify the Contracting Officer.

2.13 CONTAMINATION

A. Should the Contractor discover and/or encounter contaminated soil and/or hazardous materials during demolition or excavation, immediately stop work in that area and notify the Contracting Officer.

2.14 CONTROL AND DISPOSAL OF SOLID WASTES

A. General: Remove and dispose of rubbish and debris away from Government premises.

1. Pick up solid wastes and place in covered containers that are regularly emptied.

2. Do not prepare or cook food at the Site.

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C. Disposal Requirements: Collect dust, sand, paint, and other debris resulting from abrasive blasting operations and store in 55-gallon drums with watertight lids. Take a representative sample of this material, and test for EP toxicity with respect to lead, chromium, and cadmium content. Perform the sampling and testing per 40 CFR 261.

END OF SECTION 01 35 43

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removal equipment includes waterblasting, grinding or scarifying, or other approved non-chemical systems. Control the equipment used on asphalt or tar concrete to remove rubber and paint accumulations while minimizing disturbances to asphalt or tar mixtures.

Control the equipment used on portland cement concretes to remove rubber and paint accumulations and prevent removal of hardened paste from the concrete. Basic hand tools and the following major types of mechanical equipment are considered acceptable for this project:

a. Waterblasting Equipment.

b. Grinding or Scarifying Equipment.

1.5.1 Waterblasting Equipment

Provide mobile waterblasting equipment capable of producing a pressurized stream of water that effectively removes rubber and paint from the pavement surface without significantly damaging the pavement. Provide equipment, tools, and machinery which are safe and in good working order at all times. Provide equipment interlocks to prohibit high pressure water discharge when the vehicle or cleaning head is stationary not moving forward or side to side.

1.5.2 Grinding or Scarifying Equipment

Provide equipment capable of removing surface contaminates, paint build-up, or extraneous markings from the pavement surface without leaving any residue. If a weed torch is used to remove paint, the surface must be cleaned by hydro blast afterwards to remove surface contaminates and ash.

1.6 TEST SECTION

Prior to the start of work, remove rubber and paint on designated test areas not less than 50 feet in length. Use procedures, water pressures, nozzle height, nozzle spacing’s, nozzle angle, and equipment movement rate to achieve the required degree of rubber and paint removal in accordance with Paragraph RUBBER AND PAINT REMOVAL. Methods included in paragraph COMPLIANCE TESTING will be used to determine if the rubber and paint was successfully removed from the test section. The test will examine seven random locations within the test section. Submit the test section results before conducting any further removal work. Provide photos of seven random locations within the test area taken before and after the removal. Provide photos of four random locations at joint seals within the test area taken before and after removal.

1.7 DELIVERY, STORAGE, AND HANDLING

Deliver required materials in original manufacturer's containers labeled with appropriate EPA, OSHA, or other agency warnings, if applicable, and Safety Data Sheets. Protect materials from degrading until their use is required during execution of the work.

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1.8.5 Airfield Lighting

When night operations are necessary, provide all necessary lighting and equipment.

Direct or shade lighting to prevent interference with aircraft, the air traffic control tower, and other base operations. Provide lighting and related equipment capable of being removed from the runway within 15 minutes of notification of an emergency. Night work must be coordinated with the Airfield Manager and approved in advance by the Contracting Officer or authorized representative.

1.8.6 Water

Water to be used for high-pressure water equipment will be made available from Government hydrant[s]at no cost to the Contractor. Furnish equipment and labor for delivery of water from the hydrant to the job site. Notify the Contracting Officer on location of fire hydrant[s] to be used and the respective times of use. The Contracting Officer will notify the Fire Department of fire hydrants to be used and designated times of use.

Connections to a fire hydrant will be subject to the Contracting Officer's inspection and approval. The Contractor must provide and use a backflow prevention device for filling water tanks. The Contractor is responsible for testing, treating, and filtering the water to ensure it will not interfere with the rubber removal or damage or clog the rubber removal equipment.

1.10 SAFETY

Comply with OSHA 29 CFR 1910.

PART 2 PRODUCTS

PART 3 EXECUTION

3.0 RUBBER AND PAINT REMOVAL

Prior to any work being completed, submit a Rubber and Paint Removal Process Plan for approval by the Contracting Officer.

a. The pavement surface type is portland cement concrete on the Apron area and asphalt on the short field runway.

b. Remove 85 percent of all visible rubber on asphaltic concrete pavements. Remove 85 percent of paint on portland cement and asphaltic concrete pavement. Remove all paint that is loose, flaking, chalky, or not to be re-marked or does not comply with size or pattern standards.

c. Exercise close control of water pressure and blasting time/duration to prevent damage to joints, existing markings that are not intended for removal, or the wearing surface.

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c. which contain rubber and/or paint deposits. The number of squares containing rubber and/or paint deposits must not exceed the allowed percentage in each of the randomly selected locations.

d. Divide each work area designated for rubber and paint removal into at least four equal zones for the purpose of compliance testing. The layout of each zone must be approved by the Contracting Officer. Within each zone, a minimum of seven random locations must be evaluated. The amount of rubber and paint removed at each of the randomly selected test locations within each zone must meet the requirement described in paragraph RUBBER AND PAINT REMOVAL. Evaluate each zone independently. A zone not meeting the required percentage must be re-cleaned by the Contractor at the Contractor's expense.

e. Deposits of rubber or rubber buildup and paint are defined as any surface deposit that can be removed by scratching the deposit with a flat sharp object such as a pocket knife without damaging the pavement surface. Stains are defined as materials in the pavement surface micro texture that cannot be removed without damaging the pavement surface. Stain is generally embedded in the surface of the pavement below the horizontal plane of the surface texture. The Contractor is not responsible for stain removal.

3.5 DAMAGE REPAIR

Repair any damage to the pavement surface, joint, joint and crack seals, or other Government property caused during the performance of the work at the Contractor's expense. Submit a repair plan to include methods and material to the Contracting Officer's Representative for approval prior to performance of the repairs. Complete the repairs within the performance period of the Contract.

-- End of Section --

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32 17 23 - 2 PAVMENT MARKINGS

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5370-10 (2018; Rev H; Errata 1 2019) Standard

Specifications for Construction of Airports

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-B-1325 (Rev D; Notice 1; Notice 2 2017) Beads (Glass

Spheres) Retro-Reflective (Metric)

FS TT-P-1952 (2015; Rev F) Paint, Traffic and Airfield Markings, Waterborne

1.3 SUBMITTALS

Submit the following in accordance with Section01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data Surface Preparation Equipment List;

Application Equipment List;

Exterior Surface Preparation;

Safety Data Sheets;

Reflective media for airfields; Reflective media for roads; Waterborne Paint;

SD-06 Test…