Attachment 2 910th Bid Specification Manual Sustain Airfield Markings and Rubber Removal.pdf

PROJECT MANUAL

SPECIFICATIONS 17 Mar2020

For

SUSTAIN AIRFIELD MARKINGS & RUBBER

REMOVAL

USAFR ZQEL 20-0001

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 USAFR ZQEL 20-0001

Sustain Airfield Markings & Rubber Removal

LIST OF DRAWINGS 00 01 50- 1

DOCUMENT 00 01 50 - LIST OF DRAWINGS

Page Nos. Title Issue

1 of 13 G1 Title Sheet 17 March 2020

2 of 13 G2 Overall Site Plan –Landing Zone (LZ) 17 March 2020

3 of 13 G3 Overall Site Plan – Apron Area 17 March 2020

4 of 13 C1 CL Sta 0+00 to CL Sta 12+00 17 March 2020

5 of 13 C2 CL Sta 12+00 to CL Sta 34+50 17 March 2020

6 of 13 C3 CL Sta 34+50 to CL Sta 41+00 17 March 2020

7 of 13 C4 Apron Stripping – Alpha 1 to Spot 5 Parking 17 March 2020

8 of 13 C5 Apron Stripping – Spot 5 to Spot 12 Parking 17 March 2020

9 of 13 C6 Apron Stripping – Spot 12 to Security Forces 17 March 2020

10 of 13 C7 Non-Controlled Apron Stripping to CC 17 March 2020

11 of 13 C8 Non-Controlled Apron Stripping to DD 17 March 2020

12 of 13 C9 Non-Controlled Apron Stripping to EE 17 March 2020

13 of 13 C10 Non-Controlled Apron Stripping to Security Forces 17 March 2020

END OF LIST OF DRAWINGS

910th Airlift Wing USAFR ZQEL 20-0001

Sustain Airfield Markings & Rubber Removal

TABLE OF CONTENTS 00 01 10 – 1

SECTION 00 00 10 – PROJECT TITLE SHEET

SECTION 00 01 00 – TABLE OF CONTENTS

SECTION 00 01 50 – LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 00 00 – General Requirements

Section 01 33 00 – Submittal Procedures AF Forms 66, 3000, 3064 and 3065

Section 01 35 43 – Environmental Procedures

Section 32 01 11.51 – Rubber and Paint Removal from Airfield Pavements

Section 32 17 23 – Pavement Markings

ATTACHMENTS – ADDITIONAL SPECIFICATIONS

A. Unified Facilities Criteria (UFC) Airfield and heliport Markings UFC 3-20-04, 16 May 2018 B. TT-P-1952E, Federal Specification – Paint, Traffic and Airfield Marking, Waterborne C. TT-B-1952D, Beads (Glass Spheres) Retro-Reflective

GENERAL REQUIREMENTS 01 00 00 – 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

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. The Contractor shall furnish all supervision, labor, materials, tools, equipment, apparatus, and transportation required to complete the construction in conformity with the Contract Documents.

B. The Project is for the removal of aircraft rubber removal form the Assault Runway Landing Zone (LZ), and for the restriping of all airfield markings on the LZ and aircraft parking apron and vehicle drive lane. All work is located on the controlled portion of the airfield and on Youngstown Air Reserve Station, Vienna OH.

C. The Work consists of – but is not limited to – the following: Air Force Statement of Work:

1.3 SUMMARY OF WORK: The Contractor shall furnish and install/perform all material, equipment, components, parts, tools, labor, transportation, hauling, disposal/recycling, cleaning, inspection, testing, commissioning, training, reporting, etc., necessary to perform this project as described in the contract-delivery order, including this Statement of Work and any/all applicable federal, state and local law, regulation, standards, and codes. Unless otherwise stated, any/all work items includes requirement for contractor to remove and properly dispose of/recycle off base, and to furnish and install/incorporate any/all new materials, equipment, components needed to properly complete the work item; any Government furnished property and/or reinstallation of existing materials/equipment/components shall be as stated/specified herein. Contractor shall submit materials/methods for approval prior to ordering and/or incorporation into the work; as a minimum, submittals shall include product literature, MSDS, standard color, texture and style samples/swatches/boards, and place of origin/manufacture. Demolished materials, waste/debris is property of the contractor, unless otherwise stated herein;

contractor is responsible for proper disposal/recycling of such materials off base; such material shall be promptly removed from the installation and shall not be stored/stockpiled unless submitted and approved for such. Contractor is responsible for verification of all details, measurements, etc. prior to ordering materials and execution of work. The work includes, but is not limited to, the following principle elements:

GENERAL REQUIREMENTS 01 00 00 – 2

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 95% of the rubber buildup from 100% of designated area on the Youngstown ARS Assault (asphalt covered) Runway. The rubber 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 runway or other pavement markings as a result of the rubber removal process will be restored, repainted as necessary. All LZ Markings, Controlled Apron and Non-Controlled Apron Markings shall be repainted as per specifications and as shown on plans dated 17 Mar 2020.

2.2. DETERMINATION OF COMPLIANCE. The determination of compliance of the

95% removal shall be accomplished by test as described in Section Eight (8), Compliance Testing.

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. RUBBER REMOVAL: Rubber buildup shall be removed from the designated rubber-covered area in accordance with paragraph 7.2. The rubber-covered area in each runway touchdown zone is an imaginary rectangle with sides parallel to the centerline and ends transverse to the centerline. Within the rectangle, the rubber deposits overlap and the exposed pavement texture comprises no less than 80% of the total area. The rubber-covered area does not include the portion of pavement outside the central rubber buildup zone where the rubber marks are intermittent and more than 80% of the pavement texture is exposed. Rubber deposits are not to be removed outside the designated rubber-covered area. Any runway/pavement markings destroyed as a result of the rubber removal process will be repainted, restored as necessary.

3.2. DESIGNATED WORK AREA: The Assault Landing Strip is defined as having three (3) designated areas. Area’s 1 & 2, which measure 60’ x 300’ and Area 3, the actual landing Zone, (LZ) which measures 60’ x 3500’. The work areas for rubber removal on the Youngstown ARS Assault Runway are as follows:

The first is located at the Southeast touchdown area and consists of a rectangle area 40 feet wide by 650 feet in length (26,000 SF). This is referenced as Area A.

The second is located at the Northwest end touchdown area, and is a rectangular area 40 feet wide by 600 feet in length (24,000 SF). This is referenced as Area B. Refer to Sheet G2.

GENERAL REQUIREMENTS 01 00 00 – 3

3.2.a. Refer to attached plans G2 for areas of rubber removal;

Area A is a 650 linear foot by 40 feet wide portion, measured 20 feet from centerline on either side of the LZ starting at CL Sta 2+50 to CL Sta 9+00. This area is located within Area 1 and Area 3. This area for rubber removal is 26,000 sqft.

Area B is a 600 linear foot by 40 feet wide portion, measured 20 feet from centerline on either side of the LZ starting at CL Sta 32+50 to CL Sta 38+50. This area is located within Area 2 and Area 3. This area for rubber removal is 24,000 sqft.

For spot removal of rubber outside of AREA’s A & B, there is approximately 1,000 linear feet to be removed. Please bid this item in linear Feet, so as if there is additional linear footage to have removed this will be the unit price used.

The entire LZ will be re-stripped per plan, refer to sheets; C1, C2, and C3.

3.2.b. Refer to attached plans G3 for areas of restriping of Apron Controlled Movement Area and Non-Controlled Movement Area.

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. Any areas of peeling will be removed per Section 7.3. Refer to attached drawings, pages C4, C5 & C6. Quantities and Measures are listed on C6.

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. Any areas of peeling will be removed per Section 7.3. Refer to attached drawings, pages C7, C8, C9 & C10.

Quantities and Measures are listed on C10.

3.3 RESTORATION OF AIRFIELD MARKINGS: Airfield markings damaged or destroyed by the contractor during rubber removal operations will be repaired at Contractors expense. All rubber removal will be completed prior to accomplishing airfield stripping.

GENERAL REQUIREMENTS 01 00 00 – 4

4.0 EQUIPMENT

4.1. MACHINERY. The equipment used in the removal process shall be mounted on pneumatic tires and shall be capable of removing deposits of rubber without causing damage to pavement surfaces, joints, or joint and crack seal material.

4.2. STORAGE. The Contractor shall store equipment and materials only in areas designated/approved by the Contracting Officer.

5.0 GOVERNMENT FURNISHED MATERIALS AND EQUIPMENT.

5.1. COMMUNICATIONS EQUIPMENT. The Government shall furnish a radio to the Contractor for communication with the Control Tower during each work day. The Contractor will assume responsibility for the radio while it is in his possession, and shall reimburse the Government for repair or replacement of the radio if it is lost, damaged, or destroyed.

5.2. WATER. Water shall be furnished at no cost to the Contractor. The water supply shall be a fire hydrant designated by the CO and located within a reasonable proximity to the work area. The Contractor will install a gate valve and a back-flow prevention device on the fire hydrant tap. The Contractor shall furnish all equipment, material, and labor required to obtain and deliver water from the designated fire hydrant to the work areas.

6. OPERATIONS ON THE AIRFIELD.

6.1. AIRFIELD ACCESS. Work shall be performed in the controlled zones of the base and airfield. All access to or through the base shall be coordinated with the CO, or authorized representative. All access to or through the airfield shall be coordinated with the Chief of Airfield Management.

6.2. 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.

6.3. DEBRIS REMOVAL: The Contractor shall clear debris from the runway surface as the work progresses.

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.

GENERAL REQUIREMENTS 01 00 00 – 5

6.5. ENVIRONMENTAL LIMITATIONS. Rubber 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.

8.0 SPECIAL CONSIDERATIONS:

8.1. The Contractor shall submit a Waste Identification and Disposal Plan describing his proposed actions regarding waste collection, control, identification, and disposal.

The plan will address disposal methods and requirements for hazardous and non-hazardous wastes.

8.2. The Contractor shall draft any written notification required by local, state, orFederal laws, regulations, or guidelines, and shall submit such notification to the CO

GENERAL REQUIREMENTS 01 00 00 – 6

for approval. After approval from the CO, the Contractor shall submit the written notifications and/or permits to the appropriate regulating authority. Proof of regulatory (local, state, and Federal) approved submittals must be presented to the CO prior to the start of any work.

8.3. The Contractor shall protect all areas of pavement adjacent to the work area from splatter, splash, spills, and drips. Any disfigurement will be removed by the Contractor at the Contractor’s expense. The Contractor shall remove completely all improperly placed or improperly applied markings and disfigurements without damage to the pavement, joints, and joint and crack seals.

8.4. Obliterating the markings with paint will not be allowed unless the removal process leaves marking patterns that could mislead or confuse pilots or motorists. The Contractor and the CO or authorized representative shall jointly inspect the work area before marking operations commence. During this inspection, proper layout of new markings shall be verified and existing damage to the pavement systems, joints, and joint and crack seals shall be documented.

9.0 DEFINITIONS

A. Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “notifications” shall be taken to mean written notification to the Contracting Officer.

B. Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “submittals” shall be taken to mean submittals in accordance with both of the following:

1. Section 01 30 01 – Submittal Descriptions.

2. Section 01 33 00 – Submittal Procedures.

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."

GENERAL REQUIREMENTS 01 00 00 – 7

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.

12.0 SITE ADMINISTRATION

A. The Prime Contractor shall assume responsibility for the general charge of the construction and the Site until the Project is turned over to the Government.

13.0 LAYOUT

A. Immediately locate all reference points, layout the Work, and be responsible for all measurements and other work to be executed by the Contractor under the Contract.

Exercise precaution to confirm the figures shown on the Drawings before laying out the Work. Note: The Contractor shall be responsible for any errors resulting from a failure to do so.

GENERAL REQUIREMENTS 01 00 00 – 8

B. Verify all dimensions of existing and new work. Be responsible for their accuracy.

Submit differences found to the Contracting Officer for consideration before proceeding with the Work. No extra compensation will be permitted because of differences between the actual dimensions and the measurements indicated on the Drawings.

14.0 TEMPORARY FACILITIES AND CONTROLS

A. Streets, Drives, and Walks:

1. Keep streets and drives clear of equipment, tools, and machinery.

2. If during the execution of this Contract it becomes necessary to obstruct any street, make necessary arrangements with the Contracting Officer’s Representative – and the Security Police – at least 48 hours in advance.

a. Keep streets and walks clear of mud and debris caused by construction operations.

b. Provide all drive and sidewalk barriers required and necessary, complete with lights for night use.

B. Provide adequate sanitary toilet facilities for all workers employed on the Project.

Maintain toilet facilities used by construction employees in a clean and sanitary condition and furnish necessary supplies.

C. Only store materials within the area of the Contract Limits. Do not store materials in a manner creating a nuisance or a fire or traffic hazard. Store flammable and combustible materials separately. Inside storage will not be available to the Contractor.

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.

GENERAL REQUIREMENTS 01 00 00 – 9

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.

16.0 CLEANING

A. Conduct cleaning and disposal operations to comply with Federal, State EPA, and local land, air, and water laws.

B. Be responsible for seeing that the Site is kept clean at all times and that a daily cleaning is conducted. Storage shall only take place in designated areas.

C. Unless noted otherwise, all materials removed as a result of the Contractor's operations under the Contract shall become the property of the Contractor and shall be properly disposed of, reused, or recycled – away from the Base – at the expense of the Contractor.

D. Be responsible for final cleaning. See that the building and the Site are in a clean condition when they are turned over to the Government. At completion of the Work, the

GENERAL REQUIREMENTS 01 00 00 – 10

Contractor shall remove the Contractor's remaining tools, scaffolding, and surplus materials from the Site.

E. Prior to any demolition/excavation, submit a waste disposal plan for the recycling and disposal of construction waste materials and demolition debris resulting from the Work of this Contract, including:

1. A description of the waste materials and debris to be reused or recycled.

2. The proposed method of collection and transport.

3. The location of proposed disposal and recycling facilities.

4. The name, address, and telephone number for each facility and transporter.

a. If, for any applicable materials listed in Paragraph H below, recycling facilities are not available within a 100-mile radius of the Base, state that in the plan.

F. Provide all containers required to collect solid wastes collected during the performance of the Contract. At no time shall the Contractor use dumpsters or other waste receptacle maintained by the Base for the disposal of any solid wastes. Small quantities of recyclable materials, such as cardboard, metals, and wood pallets, may be placed in the recycling containers maintained by the Base. Coordinate this exception with the Base Environmental Engineer’s Office.

1. The dumpsters maintained by the Base are periodically checked. If it is determined that the Contractor has placed construction and/or demolition debris (other than the recyclable materials listed above) – or any other waste – in a 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.

GENERAL REQUIREMENTS 01 00 00 – 11

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.

17.0 RECORD DOCUMENTS

A. Maintain at the Site one copy of the Drawings with redline changes.

B. At completion of the Work, deliver Record Documents to the Contracting Officer.

1. Be responsible for the preparation and furnishing of marked-up Contract Drawings including all of the Work of this Contract. Record, using colored pencil, in a neat, workmanlike manner, all cases where actual field construction differs from the Work as indicated by the Contract Documents – as well as changes in location and in elevation. Dimension concealed work and utility locations.

2. These marked-up Contract Drawings will not be acceptable as Shop Drawings.

3. Maintain these marked-up Contract Drawings at the Site as an up-to-date set of

Contract Drawings. At completion of the Work, turn this set of marked-up Contract Drawings over to the Contracting Officer for the updating of Record Drawings.

18.0 PHOTOGRAPHY PERMIT

GENERAL REQUIREMENTS 01 00 00 – 12

A. Prior to taking any photographs or video recordings – either for internal record or as required by the terms of the Contract – prepare a request for a photography permit, in letter format, and submit it to the Contracting Officer using AF Form 3000. The request shall indicate:

1. The Contract number.

2. The term of the Contract.

3. The locations or the Site(s) to be photographed.

4. Proposed dates and times to be accomplished.

5. Reason for photography complete with justification.

6. Whether the Contractor intends to take photographs and/or video recordings.

B. Provide a copy of any and all photographs and/or video recordings to the Government within ten calendar days of being taken, using AF Form 3000.

1. Still images shall be digital and submitted in compact disc (CD) format.

2. Video recordings shall be provided in either of the following formats:

a. Digital Versatile Disc (DVD).

b. Video Home System (VHS).

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

SUBMITTAL PROCEDURES 01 33 00 – 1

SECTION 01 33 00 - SUBMITTAL 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, including – but not limited to – the following.

1. SECTION 01 00 00 – GENERAL REQUIREMENTS: Other required submittals:

a. The Waste Disposal Plan for the recycling and disposal of waste materials resulting from the Work under this Contract.

b. A monthly accounting of the amount of waste disposed of – and all associated weight tickets.

c. A monthly accounting of the amount of material recycled – and all associated weight tickets.

d. Marked-up Contract Drawings.

e. A Request-for-Photography Permit.

f. Copies of any and all photographs and/or video recordings.

1.2 REFERENCES

A. United States Air Force (USAF or AF) Forms: The following documents can be found at the end of this Section.

1. Schedule of Material Submittals (AF Form 66) aka "Submittal Register."

2. The Material Approval Submittal Transmittal Form (AF Form 3000).

3. The Contract Progress Schedule (AF Form 3064).

1.3 DEFINITIONS

A. Submittals requiring "Government approval":

1. "Government approval" is required for:

a. Extensions of design.

b. Critical materials.

c. Deviations.

d. Equipment whose compatibility with the entire system is required to be checked.

e. Other items as designated by the Contracting Officer.

2. Within the terms of the Contract, submittals requiring "Government approval" are considered to be “Shop Drawings.”

Sustain Airfield Markings & Rubber Removal

SUBMITTAL PROCEDURES 01 33 00 – 3

F. Proposed deviations from the contract requirements shall be clearly identified.

G. Submittals shall include items as:

1. The Contractor’s, manufacturer’s, or fabricator’s drawings.

2. Descriptive literature including – but not limited to:

a. Catalog cuts.

b. Diagrams.

c. Operating charts or curves.

3. Test reports.

4. Test cylinders.

5. Samples

6. Operations and maintenance manuals (including parts list).

7. Certifications.

8. Warranties.

9. Other similar required submittals.

H. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.

3.2 SUBMITTAL REGISTER

A. At the end of this Section is a Submittal Register showing – at a minimum – which submittals are required by the Specifications.

3.3 SCHEDULING

A. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently.

B. Certifications that are specified to be submitted with related Shop Drawings shall be so scheduled.

C. Allow adequate time for review and approval. No delays, damages or time extensions will be allowed for time lost due to late submittals.

3.4 SUBMITTAL FORM

A. Use AF Form 3000 for submitting Government-approved submittals in accordance with the instructions on the reverse side of the form. Copies of this form will be furnished to the Contractor.

B. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and/or sheet number of the Contract Drawings pertinent to the data submitted for each item.

SUBMITTAL PROCEDURES 01 33 00 – 5

THIS PAGE INTENTIONALLY LEFT BLANK.

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

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 20-0001 Sustain airfield Markings & Rubber Removal

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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QA/QC Procedure

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Monthly Report of Construction Debris

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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

Rubber/PaintRemoval from Airfield

Pavements – Product Data

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Action Submittal

Rubber/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

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 20-0001 Sustain airfield Markings & Rubber Removal

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Certificates Qualificatons

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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).

f. 40 CFR 300: National Oil and Hazardous Substances Pollution Contingency Plan

(1999).

ENVIRONMENTAL PROCEDURES 01 35 43-2

g. 40 CFR 355: Emergency Planning and Notification (2003)

1) Appendix A: The List of Extremely Hazardous Substances and Their

Threshold Planning Quantities.

h. 49 CFR 171: General Information, Regulations, and Definitions (1999).

i. 49 CFR 172: Hazardous Materials, Tables, and Hazardous Materials

Communications Regulations (1999).

j. 49 CFR 178: Shipping Container Specification (1999).

3. Corps of Engineers (COE): Safety and Health Requirements Manual (COE EM-385-1-1

(1996)).

4. Executive Orders: Greening the Government Through Leadership in Environmental

Management, 21 April 2000 (13148).

5. NFPA International: Safeguarding Construction, Alteration, and Demolition operations

(NFPA 241 (2000)).

6. United States Department of Defense (USDoD) Military Standard: Requirements for the

Control of Electromagnetic Interference Characteristics of Subsystems and Equipment, Revision E (MIL-STD-461E, 20 August 1999).

1.4 DEFINITIONS

A. Sediment = Soil and other debris that have eroded and have been transported by runoff water or wind.

B. Solid Waste = Rubbish, debris, garbage, and other discarded solid materials (except hazardous waste as defined in paragraph entitled "Hazardous Waste") resulting from industrial, commercial, and agricultural operations and from community activities.

C. Sanitary Wastes = Wastes characterized as domestic sanitary sewage.

D. Rubbish = Combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

E. Debris = Combustible and noncombustible wastes such as ashes and waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings.

F. Chemical Wastes = This includes salts, acids, alkalis, herbicides, pesticides, and organic chemicals.

G. Garbage = Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

H. Hazardous Waste = Hazardous substances as defined in 40 CFR 261 or as defined by applicable state and local regulations.

I. Hazardous Materials = Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR 172.

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

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

ENVIRONMENTAL PROCEDURES 01 35 43-3

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.

1.6 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Hazardous Waste, Spills, and Asbestos:

a. Hazardous Waste/Spill Response:

1) Unless otherwise specified in this Contract, no hazardous waste as defined in 40 CFR 261 will be generated by the Contractor; however, should the Contractor cause a hazardous material release, the Contractor shall immediately take action to stop the release and clean up the material.

A. Notify the Base Fire Department immediately if a large spill occurs.

ENVIRONMENTAL PROCEDURES 01 35 43-4

B. The Contractor shall verbally notify the Contracting Office as soon as the leak has been stopped and cleaned up – followed by a written notification/report of the incident to the Contracting Officer within one day.

C. The Contractor shall be responsible for having adequate spill response equipment and material at the Site to clean up any hazardous material release created by the Contractor.

D. The spill residue, which includes the hazardous material, absorbent used in the clean up action, and contaminated soil, if any, will be placed in an appropriate container.

E. Replace any excavated contaminated soil with suitable fill material and return the area to its original condition, all at the Contractor's expense.

F. It shall be the Contractor's responsibility to analyze the spill residue for hazardous waste characteristics – and to dispose of accordingly.

G. Clean-up actions, hazardous waste analysis, and disposal shall be at the Contractor's expense and shall be accomplished per all applicable USEPA and OSHA requirements.

2) The Contractor will be monitored for compliance with USEPA hazardous waste requirements. Any violations of said requirements will be made known to the Ohio EPA and/or the USEPA. The Contractor shall be responsible for any fines or penalties assessed by either agency.

b. Spill Containment:

1) The Contractor shall provide secondary containment for all hazardous material containers that have a capacity greater than 30 gallons. This shall include fuels, lubricants, chemical additives, and any other material that requires a Material Safety Data Sheet (MSDS).

2) The secondary containment units may be dikes, containment pallets, overpacks, or similar equipment that will contain a release from the primary container. Secondary containment units shall be compatible with the hazardous material. The Contractor shall ensure that rainwater does not accumulate in the secondary containment units.

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.

ENVIRONMENTAL PROCEDURES 01 35 43-5

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.

ENVIRONMENTAL PROCEDURES 01 35 43-6

b. Unforeseen Hazardous Material:

1) If material that is not indicated on the Drawings is encountered that might be dangerous to human health upon disturbance during construction operations, stop that portion of the Work and notify the Contracting Officer immediately.

2) The intent is to identify materials such as:

a. Polychlorinated biphenyl (PCB).

b. Lead paint.

c. Friable and non-friable asbestos.

3) Within 14 calendar days, the Government will determine if the material is hazardous. If the material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If the material is hazardous and handling of the material is necessary to accomplish the Work, the Government will issue a modification per the terms of the Contract.

c. Hazardous Noise: Provide hazardous noise signs, as directed, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure. When personnel are subject to sound-pressure levels exceeding the limits specified in COE EM-385-1-1, Table 5-3, they shall be provided with hearing protection.

PART 2 – PRODUCTS

2.1 GENERAL

A. Green Purchasing:

1. Youngstown ARS is obligated to comply with the affirmative procurement requirements of:

a. Section 6007 of the Resource Conservation and Recovery Act (RCRA).

b. Executive Order 13148.

c. The policies of the United States Department of Defense (USDoD) “Green

Procurement Program (GPP).”

2. In order to comply, Youngstown ARS requires its Contactors to use, provide, and/or install environmentally preferable products and services in accordance with federally mandated preference programs.

3. Green purchasing includes the acquisition of:

a. Recycled content products.

b. Environmentally preferable products and services.

c. Bio-based products.

d. Energy- and water-efficient products.

e. Alternate fuel vehicles.

f. Products using renewable energy.

g. Alternatives to hazardous or toxic chemicals.

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.

http://www.ofee.gov/gp/gp.htm http://www.epa.gov/cpg http://www.biobased.oce.usda.gov/ http://www.eere.energy.gov/femp/technologies/eep_eerecommendations.cfm http://www.eere.energy.gov/femp/technologies/eep_eerecommendations.cfm http://www.greenseal.org/certproducts.htm

ENVIRONMENTAL PROCEDURES 01 35 43-8

d. Identification of all HazMat stored or used on the Base through the provisions of contract submittal documentation.

e. Tracking all HazMat stored or used on the Base.

f. Implementation of best management practices to prevent spills and other releases to the environment.

g. Proper storage and management of HazMat while in use or in storage to meet

NFPA, OSHA, and RCRA requirements

h. Participation in an accurate exit inventory of HazMat used on the Base.

2. HAZMART is the central tracking function for HazMat used on the Base. It is located at

Building 205.

3. Review of HazMat for Use on the Base:

a. The Contractor shall submit the current Material Safety Data Sheet (MSDS) for each HazMat to be used for the performance of the Work under this Contract to the Contracting Officer using AF Form 3000 – for review – prior to bringing any HAZMAT onto the Base.

1) HazMat will be reviewed by personnel in Bioenvironmental Engineering, Safety, and Environmental Engineering.

2) HazMat reviews are for material tracking purposes only. The Contractor remains responsible for compliance with applicable health and safety requirements for use of HazMat.

b. Substantiating documentation for the use of any HazMat required to complete work shall be submitted with…