A15 Attachment 2 specifications ZQEL 19-0014 Construct Handicap RampsStepsSidewalks.pdf

PROJECT MANUAL

SPECIFICATIONS

Issued for 100% Submittal – January 27, 2020

For

MAINTAIN/REPAIR/CONSTRUCT HANDICAP

RAMPS & CONCRETE STEPS/SIDEWALKS

ZQEL 19-0014

For 910th AIRLIFT WING

3976 KING GRAVES ROAD

VIENNA, OHIO 44473-5931

PREP ARED BY

DEPARTMENT OF THE AIR FORCE

910th BASE CIVIL ENGINEERING OFFICE

3976 KING GRAVES ROAD, BLDG 510

VIENNA, OHIO 44473-5931

THIS PAGE IS INTENTIONALLY BLANK

910th Airlift Wing Youngstown Air Reserve Station Construct Handicap Ramp/Steps/Sidewalks

USAFR ZQEL 19-0014

TABLE OF CONTENTS 00 00 01 -3

TABLE OF CONTENTS

Division 00 – General Conditions 01 01 01 Project Title Sheet

01 01 10 Table of Contents 01 01 15 List of Drawing Sheets

Division 01 – General Requirements

01 00 00 General Requirements 01 30 01 Submittal Descriptions 01 33 00 Submittal Procedures

AF Form 66 AF Form 103 AF Form 3000 AF Form 3064 AF Form 3065

01 35 43 Environmental Procedures 01 42 00 Sources for Reference Publications 01 60 00 Product Requirements 01 73 29 Cutting and Patching 1 74 19 Construction Waste Management

Division 02 – Existing Conditions

2 41 19 Selective Building Demolition Division 03 Concrete 03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcement

03 30 00 Cast – In - Place Concrete Division 04 Masonry

3 05 13 Mortar 04 21 13 Brick Masonry 04 22 00 Concrete Unit Masonry 4 72 00 Cast Stone Masonry

Division 05 Metals – Not Used

Division 06 – Wood, Plastics, and Composites

06 10 00 Rough Carpentry 06 16 00 Sheathing 06 20 23 Finish Carpentry 06 40 23 Interior Architectural Woodwork

TABLE OF CONTENTS 00 00 01 -4

Division 07 – Thermal and Moisture Control

07 11 13 Bituminous Dampproofing 07 21 00 Thermal Building Insulation

07 62 00 Flashing & Sheet Metal 7 92 00 Joint Sealants

Division 08 – Openings 8 11 13 Hollow Metal Doors and Frames 08 41 13 Aluminum-Framed Entrances and Storefronts 08 70 00 Door Hardware

Divisions 09 – Finishes

09 22 16 Non-Structural Metal Stud Framing 09 22 26 Metal Suspension 09 29 00 Gypsum Board 09 30 00 Hard Tile 09 51 23 Acoustical Tile Ceilings 09 65 00 Resilient Base 09 65 19 Resilient Flooring 09 72 23 Wall Coverings 09 91 00 Painting

Divisions 10 thru 22 – NOT USED

Divisions 23 Heating, Ventilation, and Air-Conditioning (HVAC)

23 00 00 Heating, Ventilation and Air Conditioning, General 23 05 49 Vibration Isolators 23 05 53 Equipment, Piping And Ductwork Identification 23 05 93 HVAC Systems Balancing 23 07 13 Insulation 23 36 13 Grilles, Registers, Diffusers 23 73 13 Blower Unit Coil

Divisions 24 through 25 – Not Used

TABLE OF CONTENTS 00 00 01 -5

Division 26 –Electrical 26 05 00 Common Work Results for Electrical 26 05 26 Grounding and Bonding For Electrical Systems 26 05 29 Hangers and Supports For Electrical Systems 26 05 33 Raceways and Boxes For Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 51 00 Lighting

Divisions 27 through 30 – Not Used

Division 31 Earthwork 31 00 00 Earthwork 31 20 00 Earth Moving

Division 32 Exterior Improvements

32 90 00 Plantings 32 92 00 Turf & Grasses 32 92 10 Topsoil finished & Placed 32 93 00 Plants 32 94 00 Planting Accessories

Division 33 – Utilities

32 05 00 Common Work Result for Utilities

END OF DOCUMENT

TABLE OF CONTENTS 00 00 01 -6

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TABLE OF CONTENTS 00 00 01 -7

DOCUMENT 00015

LIST OF DRAWINGS

Sheet Sheet Date of Nos. Title Issue

TITLE

1 of 19 G1 Title Sheet 27 January 2020

2 of 19 G2 Structural General Notes 27 January 2020

BLDG 113

3 of 19 A1 Existing Site Plan & Demolition Notes 27 January 2020

4 of 19 A2 Proposed Site Plan & Key Notes 27 January 2020

5 of 19 A3 Ramp Foundation & Pier Footer Plan 27 January 2020

6 of 19 A4 Ramp and Brick Pier Cross Section 27 January 2020

7 of 19 A5 Ramp Elevation Views 27 January 2020

8 of 19 A6 Ramp Stud Wall Detail & Brick Wall Elevation 27 January 2020

9 of 19 A7 Room 219 Floor & Wall Layout Plan 27 January 2020

10 of 19 A8 Interior, Door, Floor and Lock Schedule 27 January 2020

11 of 19 E1 Reflective Ceiling & Electrical Plan 27 January 2020

12 of 19 M1 Mechanical Plan 27 January 2020

13 of 19 L1 Landscape Plan, Details & General Notes 27 January 2020

TABLE OF CONTENTS 00 00 01 -8

BLDG 106/107

14 of 19 B1 Existing Site Plan & General Notes 27 January 2020

15 of 19 B2 Proposed Site Plan, Notes & Details 27 January 2020

16 of 19 B3 Elevation View and Proposed Step Profile 27 January 2020

BLDG 126 – BLDG 128

17 of 19 C1 Sidewalk, Concrete Steps & Railing Installation 27 January 2020

BLDG 101 – BLDG 407

18 of 19 D1 Step Removal/Replacement & Railing Installation 27 January 2020

BLDG 103

18 of 19 D1 Sidewalk Installation 27 January 2020

VARIOUS AREAS

19 of 19 V1 Concrete Sidewalk Removal/Replacement 27 January 2020

END OF LIST OF DRAWINGS

Construct Handicap Ramps/Steps/Sidewalks

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 to Construct/Repair/Replace concrete walkways around the entire base, Install hand railing at various locations, remove and replace sloped sidewalk with steps and install a new exterior/interior handicap ramp into a building.

1. Building 106/107: Remove and Replace the existing concrete ramp with concrete steps and hand railings.

2. Building 113: Construct Exterior and Interior Handicap Entrance Ramp into the building.

3. Building 128: Replace concrete sidewalk along parking lot to Bldg 126 and install concrete steps with hand railing along water tower fencing/

4. Building 407: Install hand railing on existing steps on flight line side of building near concrete patio.

5. Building 101: Remove and Replace concrete steps into Mechanical Room.

6. Building 103: Install new concrete sidewalk from entrance door to existing

Concrete driveway.

7. Base Wide: Remove and Replace Various Sidewalk sections throughout installation all as shown on Attached plans.

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

1. Project Requirements:

a. Building 106/107: Concrete Sidewalk/Ramp Removal and Replacement

Remove existing concrete sidewalk as shown on sheet B1, 12/17. All material to be Removed from site and disposed of properly. Install sediment control fencing and silt sock as per plan. Connect existing downspout line of CAC Rear Entrance

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GENERAL REQUIREMENTS 01 00 00-2

Canopy(Building 113) and Patio Canopy to existing 12” storm sewer using an Inserta Tee. Install new concrete steps and sidewalk with applicable handrail as per plan.

All new sidewalks to be dowel’d into existing concrete. Landscape area as per plan and all areas disturbed to have a minimum of 3” topsoil with seed and mulch.

Seed to be equal to Pro Mix 3, Green Valley.

b. Building 113: Handicap Entrance Ramp and Vestibule Restoration

1. Saw cut existing concrete sidewalk and remove, demo vestibule 219 and 220 as per plan.

2. Construct concrete footer and block work with brick face and brick piers for concrete handicap ramp into Bldg 113 Vestibule. Remove/modify existing door and transom window for new elevation of installation. Transom window to be cut and re-installed, door to be modified for auto opener/closer with two touch pads,(all per handicap specifications). LED Lighting and conduit to be installed in brick work along ramp with stainless steel hand railing to be installed on both sides of outside ramp portion. All areas disturbed shall have a minimum of 4 inches of topsoil and seeded. Landscape area as shown with shrubs, flowers and bushes all in Mojave Red Rock with filter fabric.

3. Construct ramp in vestibule 219 to meet existing elevation of Dining Facility. Install new

Stanley 6’ wide Automatic open door with sensors for entrance into dinning facility, remove and replace door to storage 220, and relocate light switch to inside room, finish drywall and primer and 2 coats paint, trim interior of room and paint per plan. Replace light with 2 LED wraparound lights, surface mount. Trim roof access panel area and paint.

4. Vestibule 219 to have new ceiling grid (2’x2’) and lay-in LED lights (2’x 4’), wallpaper, LVT flooring (Same as CAC), vinyl base and wall tile. Existing handrails to be relocated per plan, all trim to be painted as per plan. New Hand Railing on interior ramp area, both sides. All exiting utilities, switches, alarms to be raised to the proper height above finish floor as needed. New Coil Unit to be added to existing HVAC system (Trane) located in ceiling Mechanical Room above vestibule, refer to A9.

c. Building 126: Concrete Sidewalk/Ramp Removal and Replacement

1. Remove existing concrete sidewalk as shown on sheet C1, 15/17. All material to be removed from site and disposed of properly. Construct concrete steps and Hand Railing as per plan. Install Hand Railing from existing Water Tower Perimeter Fence as per plan.

All disturbed area to be repaired/regraded and seeded and mulched. Grass Area that parallels parking lot shall have minimal excavation to re-slope embankment to meet new finish surface of concrete sidewalk.

d. Building 407: Installation of Handrail

1. Install Hand Railing on Flight line steps of bldg. 407 from Canopy Area. Handrails to be encased in concrete footers and are to be on both sides of steps.

Refer to sheet D1. 16/17.

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GENERAL REQUIREMENTS 01 00 00-3

e. Building 101: Concrete Steps Removal and Replacement

1. Remove existing concrete steps from Mechanical Room of Bldg 101 as shown on sheet D1, 16/17. All material to be removed from site and disposed of properly.

Construct concrete steps as per plan. Saw Cut around existing steps for removal and Infill with concrete any voids between asphalt pavement and steps. Use ODOT CMS 2019, Item 423 for specifications for seem between concrete and asphalt.

Various Sidewalk Removal/ Replacement around installation

1. Remove and Replace concrete sidewalk sections as shown on sheet E1, 17/17. All concrete to be disposed of properly by contractor. All concrete to be dowel’d into existing concrete. Ensure a minimum of 4” slag is below all concrete sidewalk sections.

Dimple Pad replacement to be of like find. All Areas disturbed to be regraded, topsoil added as required and seeded and mulched.

1.3 SCHEDULE

A. The contractor is advised that the work required must be scheduled to occur between base UTA schedule time. UTA schedules occur every 30 calendar days, and contractors activities shall be coordinated between the CAC operations schedule and staff and the contractor, with approval of the Contracting Officer. Refer to article 1.7 of this Section for additional requirements

1.4 REFERENCES

A. United States Air Force (USAF or AF) Forms:

1. Base Civil Engineering Work Clearance Request Form (AF Form 103): Found at the end of this Section.

2. The Material Approval Submittal Transmittal Form (AF Form 3000): Found at the end of Section 01 33 00 – Submittal Procedures.

1.5 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.

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GENERAL REQUIREMENTS 01 00 00-4

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."

D. Any and all references to – and/or requirement for – testing by “an approved independent commercial testing laboratory” shall be taken to mean an independent testing laboratory that has been approved by the United States Army Corps of Engineers (USACE) within the last year.

1.6 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.

1.7 CONTRACTOR USE OF THE PREMISES

A. The Work shall not commence until the Contractor receives a completed AF Form 103 from Base Engineering.

B. 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.

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

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

E. The Government will occupy the premises during the construction period. Coordinate required shutdowns of building areas with the Government to facilitate construction operations and minimize conflict with Government usage.

F. The building occupants will remove personal and work-related materials from the work areas prior to the Contractor starting work in those areas.

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GENERAL REQUIREMENTS 01 00 00-5

G. Move, protect, store, and return furniture, equipment, and other items as necessary to complete painting, wall covering, tiling, carpeting, or any other work. Cover the existing furniture with durable drop cloths and develop a schedule to minimally impact the occupants.

1.8 CUTTING AND PATCHING

A. Perform cutting necessary for the installation of the Work. Perform patching required as a consequence thereof.

1.9 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.

1.10 SHOP DRAWINGS

A. Where required by individual sections, submit four copies of the Shop Drawings to the

Contracting Officer for approval. The Contractor’s responsibility for errors and omission in submittals will not be relieved by the Contracting Officer’s review of submittals. Do not begin work that requires submittals until those submittals have been returned with the Contracting Officer’s signature indicating review and approval.

1.11 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.

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.

1.12 TESTING

A. Wherever various sections of the Specifications indicate that tests are to be performed, they shall be performed at the expense of the Contractor.

1. Perform laboratory testing using an approved independent Testing Laboratory (ITL)

2. Sampling and handling shall be the responsibility of the Testing Engineer.

B. Submit certified test data results to the Contracting Officer using AF Form 3000.

C. Notify the Government 48 hours prior to testing, so that a representative of the Government may be present during testing.

Construct Handicap Ramps/Steps/Sidewalks

GENERAL REQUIREMENTS 01 00 00-6

1.13 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 temporary weather tight closures of openings in exterior surfaces to prevent entry of unauthorized persons. Coordinate with Security Police. Erect and maintain temporary dustproof partitions as required to prevent spread of dust, fumes, and smoke to other parts of the building. At completion of the Work, remove partitions and repair damaged surfaces to match adjacent surfaces.

C. 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.

D. 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.

E. 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.

F. 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.

G. Provide temporary safety equipment in accordance with the requirements of the

Government's safety regulations.

H. 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

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GENERAL REQUIREMENTS 01 00 00-7

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.

1.14 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.

1.15 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 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

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GENERAL REQUIREMENTS 01 00 00-8

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.

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.

1.16 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.

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GENERAL REQUIREMENTS 01 00 00-9

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.

C. At completion of the Work, furnish four copies of a manual of information describing the products used for the Contract.

1. This manual shall serve as a reference to the products for potential maintenance and repair purposes.

2. This manual shall not supersede requirements for manuals or other information as may be stated in the submittal list and other sections of this Contract.

3. As applicable to the Contract:

a. This manual shall cover products such as:

1) Concrete.

2) Unit masonry.

3) Interior woodwork.

4) Steel studs.

5) Insulation.

6) Roofing.

7) Metal wall panels.

8) Sealants.

9) Door and door frames.

10) Windows

11) Entrance Framing System

12) Glass and Glazing

13) Gypsum board.

14) Door hardware.

15) Ceramic tile.

16) Folding Accordion partition

17) Paint.

a. Note: Do not turn containers of paint over to the Government.

18) Toilet accessories

19) Plumbing fixtures.

20) HVAC equipment.

21) Lighting components.

22) Fire detection equipment

23) Similar products.

b. This manual shall present product information such as:

1) Catalog cut sheets.

2) Manufacturer’s names.

3) Brand names.

4) Model/serial/part numbers or product types.

5) Color names/codes and the like.

6) Room number and/or location where the product was used.

4. Furnish each copy of this manual in a three-ring binder from which material can readily be removed and replaced. Clearly label the exterior spine and front cover of each binder indicating:

a. The Contract number.

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GENERAL REQUIREMENTS 01 00 00-10

b. The Project number.

c. The Project title.

d. The submittal number.

e. The contents of the binder.

1.17 PHOTOGRAPHY PERMIT

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

Construct Handicap Ramps/Steps/Sidewalks

SUBMITTAL DESCRIPTIONS 01 30 01 – 1

SECTION 01 30 01 - SUBMITTAL DESCRIPTIONS

1.2 SUBMITTAL CLASSIFICATION

A. Related Documents: Other requirements pertaining to submittals are included in:

1. The CONTRACT CLAUSES.

2. SECTION 01 33 00 – SUBMITTAL PROCEDURES.

B. Submittals required by the CONTRACT CLAUSES and other non-technical parts of the

Contract are not included in this Section.

C. The submittals described below are those required and further described in other sections of the specifications.

1. Submittal Description No. 1 (SD-01) – Data: Submittals that provide calculations, descriptions, or documentation regarding the Work.

2. Submittal Description No. 2 (SD-02) – Not Used.

3. Submittal Description No. 3 (SD-03) – Not Used.

4. Submittal Description No. 4 (SD-04) – Drawings: Submittals that graphically show:

a. Relationship of various components of the Work.

b. Schematic diagrams of systems.

c. Details of fabrication.

d. Layouts of particular elements.

e. Connections.

f. Other relational aspects of the work.

5. Submittal Description No. 5 (SD-05) – Not Used.

6. Submittal Description No. 6 (SD-06) – Instructions: Preprinted materials describing installation of a product, system, or material, including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

7. Submittal Description No. 7 (SD-07) – Schedules: Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the Work.

8. Submittal Description No. 8 (SD-08) – Statements: Documents, required of the Contractor, or through the Contractor from a Supplier, Installer, Manufacturer, or other lower tier Contractor, the purposes of which is to confirm the quality or orderly progression of a portion of the Work by:

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SUBMITTAL DESCRIPTIONS 01 30 01 – 2

a. Documenting procedures.

b. Acceptability of methods or personnel.

c. Qualifications.

d. Other verifications of quality.

9. Submittal Description No. 9 (SD-09) – Reports: Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified, signed, and dated. Test methods used shall be identified and test results shall be recorded.

10. Submittal Description No. 10 (SD-10) – Not Used.

11. Submittal Description No. 11 (SD-11) – Not Used.

12. Submittal Description No. 12 (SD-12) – Not Used.

13. Submittal Description No. 13 (SD-13) – Certificates: Statements signed by an official authorized to certify on behalf of the Manufacturer of a product, system, or material, attesting that the product, system, or material meets specified requirements. The statement shall:

a. Be dated after the award of this Contract.

b. State the Contractor’s name and address.

c. Name the Project and its location.

d. List the specific requirements that are being certified.

14. Submittal Description No. 14 (SD-14) – Samples: Samples, including both fabricated and unfabricated physical examples of materials, products, and units of the Work – as complete units or as portions of units of the Work.

15. Submittal Description No. 15 (SD-015) – Not Used.

16. Submittal Description No. 16 (SD-16) – Not Used.

17. Submittal Description No. 17 (SD-17) – Not Used.

18. Submittal Description No. 18 (SD-18) – Records: Documentation required to record compliance with technical or administrative requirements.

19. Submittal Description No. 19 (SD-19) – Operation and Maintenance Manuals: Data that forms a part of an operation and maintenance manual.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION – Not Used

END OF SECTION 01 30 01

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SUBMITTAL PROCEDURES 01 33 00 – 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

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. The Manual of Information.

f. A Request-for-Photography Permit.

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

2. SECTION 01 35 43 – ENVIRONMENTAL PROCEDURES: The required detailed proposal for implementing specified requirements for environmental pollution control, including a Sediment and Erosion Control Plan.

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.

Construct Handicap Ramps/Steps/Sidewalks

SUBMITTAL PROCEDURES 01 33 00 – 2

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

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 four 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.

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

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SUBMITTAL PROCEDURES 01 33 00 – 3

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.

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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, three 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

ZQEL 19- 0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

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APPROVED

DIS-

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.

12.B.3 Closeout Submittal

Manual(s) of Information

01000, 12.C

Environmental Protection Plan 01570, 1.05.A

Informational Submittal

Sediment and Erosion Plan

01570, 3.01.A.1.b

Request to Use Laser Devices

01570, 3.06.C Action Submittal

Substitution Request (if req’d)

01732, 1.03.B

ZQEL 19-0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Request for Cutting & Alteration

01732, 1.03.C.1

Notice of Times and Dates

01732, 1.03.C.2 Informational Submittals

Demolition Procedures and Operational Sequence

01736, 1.04.A

DIV’N 02 – Site Demolition Selective Demolition

024119 1.3

DIVISION 03 –Concrete Reinforcement Product Data

033000, 1.2A Action Submittals

DIVISION 04 – Masonry Masonry Product Data

040513 1.2A

Mortar Samples for Selection

042200, 1.3A Actions Submittal

Cast Stone Masonry

Product Data 047200, 12.A Actions Submittal

DIVISION 06 – Wood, Plastics, and Composites

PLAM Samples for Selection 061000, 12 A

ZQEL 19-0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

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DIVISION 07 – Thermal & Moisture Protection

Metal Wall Panel Product Data 071113, 1.2 A

Thermal & Moisture Protection Insulation Data 072100, 1.2 A

Thermal & Moisture Protection Metal Wall Panel Product Data

076200, 12 A

Joint Sealants Product Data and Samples 079200, 1.20.A

DIVISION 08 – Openings Hollow-Metal

Product Data & Shop Drawings 081113, 1.2 A,B,C

Hollow-Metal Certificates 08111, 1.05.C.1

Hollow-Metal Manufacturers Instructions 08111, 1.05.C.2

Door Hardware Product Data & Schedule 08710, 1.04.A

DIVISION 09 – Metal Studs Product Data 092216, 1.2 A

ZQEL 19-0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Tiling Product Data 09300, 1.05.B.1

Tiling Certificates 09300, 1.05.C.1

Acoustical Panel Ceilings Samples for Verification

095123, 1.4.A.1

Resilient Flooring Product Data 09650, 1.04.A

Resilient Flooring Samples for Verification 09650, 1.04.B

Resilient Base Manufacturers Instructions

09650, 1.3 A

Wall Covering Samples 097200, 1.04.A

Wall Covering Maintenance Data

09723, 1.9 A,B

Wall Covering Maintenance Data

09723, 1.04.B

ZQEL 19 0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Painting and Coating Product Data and Schedule 099100, 1.3.A, B, C

Painting and Coating Samples 099100, 1.3.A, B

DIVISION 23 - Duct Free Split System Air Conditioners

230000, 1.04.A Shop Drawings & Product Data

Duct Free Split System Air Conditioners

230000, 1.04.B Wiring Diagrams & Certification of Factory Testing

Conditioners

230000, 1.04.D Specified Performance Reports

Conditioners

15126, 1.04.E Manufacturer's Start-Up

Instructions

Pipe Hangers And Supports Section 15178, 1.04.A

Shop Drawings & Product Data

DIVISION 26 – Electrical Interior & Exterior Ltg. Fixtures

16511, 1.04.A Product Data

Interior & Exterior Ltg. Fixtures 16511, 1.04.B

Operation and Maintenance Data

ZQEL 19 0014

PROJECT TITLE

Construct / Handicap Ramp Concrete Steps/Sidewalks

SOLICITATION/CONTRACT NUMBER

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Interior & Exterior Ltg. Fixtures 16511, 1.04.C

Warranties

Raceways and Boxes

Wiring Devices

DIVISION 32 - Plantings 239000, 1.2.A

Construct Handicap Ramp/Steps/Sidewalks

ENVIRONMENTAL PROCEDURES 01 35 43-1

SECTION 01 35 43 - ENVIRONMENTAL PROCEDURES

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).

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ENVIRONMENTAL PROCEDURES 01 35 43-2

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).

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.

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ENVIRONMENTAL PROCEDURES 01 35 43-3

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.

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:

Construct Handicap Ramp/Steps/Sidewalks

ENVIRONMENTAL PROCEDURES 01 35 43-4

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.

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…