17. TYMX216904 - REVISED SOW and SPECS 21-1104.pdf

Stoppage Repair West Runway Friction Improvement TYMX216904

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.10 08/15 SUMMARY OF WORK NC2

01 14 00 11/15 WORK RESTRICTIONS

01 31 19.00 44 11/15 PROJECT MEETING

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 05/11 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11 CONTRACTOR QUALITY CONTROL

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 20 06/19 ENVIRONMENTAL PROTECTION

01 74 19 01/07 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 08/11 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PAVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17, CHG 1: 08/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 BASE COURSE FOR RIGID PAVING

32 13 14.13 08/19 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 19 08/17 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.10

SUMMARY OF WORK NC2

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Site Work

1.3.2.1 Friction Repair of West Runway

1.3.2.2 Grading of West Runway Shoulders

1.3.2.3 Runway Temporary Displaced Threshold

1.3.2.4 Spall Repairs

1.3.2.5 Slab Replacement

1.3.2.6 Joint Seal Repair

1.3.2.7 Environmental

1.3.2.8 Haul Routes

1.3.2.9 Water Source

1.3.3 Location

1.4 WORK PLANS

1.4.1 Work Plan Proposal

1.4.2 Means and Methods

1.4.3 Plan Requirements

1.5 PERIOD OF PERFORMANCE

1.6 PHASING REQUIREMENTS

1.7 CONTRACT DRAWINGS

1.8 SUBMITTAL REGISTER

1.9 EXISTING WORK

1.10 REAL PROPERTY RECORDS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

11/04/21 SECTION 01 11 00.10 Page 1

SECTION 01 11 00.10

SUMMARY OF WORK NC2

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2018; ERTA 18-1; ERTA 18-2; ERTA 18-3;

ERTA 18-4; TIA 18-1; TIA 18-2; TIA 18-3;

TIA 18-4) Life Safety Code

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register G Site Specific Safety Plan; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The scope of this project is to provide friction repair and improve drainage within and around the west runway.

The contractor shall diamond grind the length of both north and south concret ends of the west runway and across the 150 LF width of the runway to increase friction values to those stated below.

North End Work

The contractor shall diamond grind the length of the north concrete end of the west runway and across the 150 LF width of the runway to increase friction values measured by continuous friction measuring equipment to a value that exceeds 45 during a 40 miles per hour test and 36 during a 60 miles per hour test as set by Table 3-2, FAA Advisory Circular 150/5320-12C.

Work on the north end of the runway must conclude no later than 60 days after NTP to allow time for inspections and corrections before the air show scheduled 23 - 24 April 2022.

South End Work

11/04/21 SECTION 01 11 00.10 Page 2

The contractor shall diamond grind the length of the south concrete end of the west runway and across the 150 LF width of the runway to increase friction values measured by continuous friction measuring equipment to a value that exceeds 45 during a 40 miles per hour test and 36 during a 60 miles per hour test as set by Table 3-2, FAA Advisory Circular 150/5320-12C.

Drainage Improvements

The contractor shall improve drainage within and around the west runway by grading both sides along the runway. Much of the surrounding soils are raised several inches above the pavement surface, causing water to pond for extended periods at the pavement edge after rain events. The contractor shall grade the earth to an elevation 1.5 inches lower than the runway pavement, and provide adequate slope to allow for drainage to existing storm inlets as detailed in Attachment 3 - Grading Exhibit.

Work is within the runway primary surface and a Temporary Construction Waiver (TCW) must be approved by the 502 ABW Commander before work may begin. The contractor must comply with the requirements specified in the TCW and must follow UFC 3-260-01 Section 14, Construction Phasing Plan and Operational Safety on Airfields During Construction. The contractor shall furnish all labor, materials, equipment and personnel necessary to accomplish the work under this contract. Project is located at Joint Base San Antonio (JBSA) - Randolph, Texas (TX), 78150.

Staging Location

The contractor may stage their equpiment in two locations. The first location is located on the airfield near the fence just north of the West Tower. There is a gate at this location that will be able to be utilized.

Contractors may park out side the fence by the laydown area. Gate code will be given to individuals that complete the Airfield Driving/Controlled Area training. Airfield vehicle pass will be given to individuals as needed.

The contractor may also stage equipment at the location near the high school where spoils may be stockpiled. This is an empty asphalt lot located just south of the high school on Perimeter Rd. It is located appox 1600 ft west from the center of the runway and measures appox 475 ft by 340 ft.

1.3.2 Site Work

All work will be limited to nights and weekends, when the airfield is closed.

An Air Show is currently scheduled for 23 - 24 Apr 2022. All work on the runway shall be completed prior to the show, to include concrete grinding, spall repairs, slab replacements and painting. Be advised that no airfield work will be allowed from Monday 18 Apr 2022 to Monday 25 Apr 2022.

Contractor must remove equipment from the area for the airshow.

11/04/21 SECTION 01 11 00.10 Page 3

1.3.2.1 Friction Repair of West Runway

North End of Runway

Diamond grind the north concrete end of the west runway. Grinding will only occur on the concrete areas. The north area of grinding will start at the north threshold and extend approximately 1,096 feet south to the edge of the concrete. The width of grinding is 150 feet, centered on the runway centerline, as indicated by runway edge striping. The slabs in this area measure 25 ft by 25 ft and 10.25 inches thick. Per UFGS 32 13 14.13, the maximum depth of diamond grinding shall not exceed 1/4 inch. The shoulders will not be grinded.

Prior to diamond grinding the entire area, the contractor shall perform a test section. The area of the test section shall not be less than 400 SF and not greater than 5% of the total area to be grinded. A friction analysis shall be performed on the test section and upon desirable results, and accepted by the Government, work on the entire area can proceed.

Due to mission requirements, flying operations will continue throughout this project. During north end grinding, the north 2,500 feet of runway will be closed and a temporary displaced threshold will be utilized to allow for flying operations to continue on the remaining length of runway. Temporary displaced markings must be painted in accordance with UFC 3-260-04. See Attachment 2 - UFC Guidance Temporary Displaced Threshold Markings, Attachment 4 - Grinding and Markings Exhibit and Section 1.3.2.3 of this Statement of Work for further detail.

Upon completion of diamond grinding a friction analysis shall be performed on the entire west runway to ensure friction values of the grinded area exceed 45 during a 40 miles per hour test and 36 during a 60 miles per hour test as measured by continuous friction measuring equipment as set by Table 3-2, FAA Advisory Circular 150/5320-12C. The contractor will be responsible for the friction test.

Upon completion of diamond grinding, the Contractor shall provide new paint for affected runway markings. Contractor shall clean and prep area where painting will occur. The contractor will utilize White (39725) and Yellow (33538) paint. All markings shall replicate what is currently on airfield, which conforms to ETL 04-2 and AFI 32-1042 specifications.

Markings to be painted shall include Runway Threshold, Threshold Markings, Runway Designation Markings, Touchdown Zone Markings, Edge Stripe Markings, Runway Centerline and Fixed Distance Markings. Grinding will remove approximately 1/2 of the north end fixed distance marking. The Contractor will remove the remaining marking and completely replace to maintain the appearance of the marking. The remaining portion is on asphalt pavement and the Contractor shall exercise caution in removing the paint, in order to not damage the pavement.

South End of Runway

Diamond grind the south concrete end of the west runway. Grinding will only occur on the concrete areas. The south area of grinding will start at the south threshold and extend approximately 2,300 feet north to the edge of the concrete. The width of grinding is 150 feet, centered on the runway centerline, as indicated by runway edge striping.

11/04/21 SECTION 01 11 00.10 Page 4

The south end of the runway consists of two runway features. The northern end consists of slabs measuring 15 ft longitudinally by 13 ft transversely. These slabs have a 4.50 inch thick PCC overlay on top of

11.00 inch thick PCC. In this area, some slab heights vary in elevation and grinding at 1/4 inch may not acheive 100 percent grinding coverage. In this area ONLY, it is accepatble to grind to a depth greater than 1/4 inch, but no greater than 3/4 inch. The shoulders will not be grinded.

The southern end of the south end consists of slabs that measure 25 ft by 25 ft and are 11.00 inches thick. In this area, the maximum depth of diamond grinding shall not exceed 1/4 inch. The shoulders will not be grinded.

Prior to diamond grinding the entire area, the contractor shall perform a test section. The area of the test section shall not be less than 400 SF and not greater than 5% of the total area to be grinded. A friction analysis shall be performed on the test section and upon desirable results, and accepted by the Government, work on the entire area can proceed.

Due to mission requirements, flying operations will continue throughout this project. During south end grinding, the south 3,700 feet of runway will be closed and a temporary displaced threshold will again be utilized.

Temporary displaced markings must be painted in accordance with UFC 3-260-04. See Attachment 2 - UFC Guidance Temporary Displaced Threshold Markings, Attachment 4 - Grinding and Markings Exhibit and Section 1.3.2.3 of this Statement of Work for further detail.

Upon completion of diamond grinding a friction analysis shall be performed on the entire west runway to ensure friction values of the grinded area meet or exceed 45 during a 40 miles per hour test and 36 during a 60 miles per hour test as measured by continuous friction measuring equipment as set by Table 3-2, FAA Advisory Circular 150/5320-12C. The contractor will be responsible for the friction test.

Upon completion of diamond grinding, the contractor shall provide new paint for affected runway markings. Contractor shall clean and prep area where painting will occur. The contractor will utilize White (39725) and Yellow (33538) paint. All markings shall replicate what is currently on airfield, which conforms to ETL 04-2 and AFI 32-1042 specifications.

Markings to be painted shall include Runway Threshold, Threshold Markings, Runway Designation Markings, Touchdown Zone Markings, Edge Stripe Markings, Runway Centerline and Fixed Distance Markings.

1.3.2.2 Grading of West Runway Shoulders

Grading Work

The Contractor shall grade the earth surrounding the west runway within specified grading limits to allow for positive drainage to existing storm sewer grate inlets. Approximate amount of cut material is estimated to be approximately 2,000 cubic yards. Approximate area of grading is 390,100 square feet. The contractor is to exercise extreme caution around existing infrastructure that includes, but is not limited to, navigational aids, airfield lighting, and bird cannons. Bird cannons may be temporarily relocated, contractor is to coordinate movement with Airfield Management or CE PM. The contractor shall obtain any necessary digging permits and utility locates. Work will be limited to nights and weekends, when the airfield is closed. If work causes debris on the runway, the runway must

11/04/21 SECTION 01 11 00.10 Page 5 be clean and FOD (Foreign Object Debris) free at least 1 hour before the next flying operation/day.

East Side Grading Limits

Grade infields between Taxiways G1 and G2, G2 and G3, G3 and G4, and G4 and G5. Grading between G5 and G6 is not included in this contract.

Beginning at edge of pavement, grade to 1.5 inches lower than existing runway pavement and provide adequate slope to allow for positive drainage to existing swale. For infields that do not have a defined swale, provide adequate slope for positive drainage to existing ground. Maintain existing southward drainage flow in existing swales.

Currently, storm water runoff is captured by existing swales running parallel to the runway. As water moves south, the swale turns east to run along the north side of each taxiway and discharges into an existing storm water grate inlet. The Contractor is to improve grading to provide positive drainage to each storm grate inlet.

See Attachment 3 - Grading Exhibit for details.

West Side Grading Limits

Beginning at the north edge of the runway, grade the earth to 1.5 inches below the edge of runway pavement and provide adequate slope to allow for positive drainage to the existing swale and grate inlets. The grading limits will be variable.

At a distance of approximately 4,730 feet from the north edge of the runway, grading limits will vary more significantly to remove a small hill to improve drainage. 10 existing grate inlets are located on this side of the runway.

See Attachment 3 - Grading Exhibit for details.

Stockpiling Location

Stock piling of spoils is permitted at an empty asphalt lot located just south of the high school on Perimeter Rd. It is located appox 1600 ft west from the center of the runway and measures appox 475 ft by 340 ft.

Landscaping

Upon completion of grading work, contractor shall hydromulch the graded area.

Contractor is to hydromulch graded areas in accordance with Specifications Section 32 05 33 – Landscape establishment and Section 32 92 19 - Seeding.

The turf will be considered established when there is 95 percent ground cover per Section 1.1.2 in Section 32 05 33. Minimum acceptance of turf may include scattered bare spots, none of which are larger than 1 square foot. The contractor will be responsible for watering to establishment.

Watering must be done when the airfield is closed. Desired seed mixture will include seed native to the area or currently found on the airfield.

This may include Bermudagrass, Buffalograss and Ryegrass. All earth work shall be planned and conducted to minimize the duration of exposure of unprotected soils.

11/04/21 SECTION 01 11 00.10 Page 6

Addition of topsoil will not be permitted.

Hydromulching must be accomplished when the airfield is closed.

1.3.2.3 Runway Temporary Displaced Threshold

Prior to the start of grinding work, temporary displaced threshold markings must be painted on the runway. Paint all Displaced Threshold markings in accordance with UFC 3-260-04 Section 5-2.14 and AFI 32-1042.

It is recommended to apply pavement-curing compound to the concrete surface prior to painting temporary markings to aid in their removal. The contractor will utilize White (39725) and Yellow (33538) paint. Apply markings at 4 to 6 mils (0.100 to 0.150 millimeter) wet-film thickness.

Apply Type I or III retroreflective glass beads at a rate of 5 pounds per gallon, half of the normal application rate of 10 pounds per gallon, in accordance with UFC 3-260-04 Chapter 3. A 10 foot white temporary threshold marking will extend from side stripe to side stripe. Yellow chevrons will be painted to modify existing centerline and across the runway width pointing to the transverse bar. Each yellow chevron will measure 15 feet by 45 feet with a 3ft stroke width.

The north end temporary threshold bar will be located at a distance of 2,500 ft south of the edge of the runway during north end closure. The south end temporary threshold bar will be located at a distance of 3,400 ft north of the edge of the runway during south end closure.

North end temporary chevrons markings will consist of 8 chevrons along the centerline and 5 chevrons pointing at the displaced threshold. These 5 chevrons will be spaced at equal distances, grouped and centered, on the centerline and spaced 5 ft from the displace threshold. All chevrons will be painted yellow.

South end temporary chevrons markings will consist of 8 chevrons along the centerline and 5 chevrons pointing at the displaced threshold. These 5 chevrons will be spaced at equal distances, grouped and centered, on the centerline and spaced 5 ft from the displace threshold. All chevrons will be painted yellow.

Work area must be surrounded by low profile lighted barricades spaced no more than 40 feet apart. The low profile barriers will be allowed 20 feet beyond construction limits to accommodate machinery. The contractor must cover runway edge lights with tin-foil or other Airfield Management approved method, in a manner that will not come loose, up to the location of the displaced threshold. The contractor must also cover the distance remaining markers with black plastic of other Airfield Management approved method, in a manner that will not come loose. Coordinate with Contracting, the PM or directly with Airfield Management for runway threshold lights and PAPI's to be turned off.

Upon completion of a phase of work, all temporarily painted airfield markings must be completely removed in a manner that does not damage the pavement. Blacking out of markings is not an acceptable form of removal.

See Attachment 1 - Phasing Plan, Attachment 2 - UFC Guidance Temporary Displaced Threshold Markings and Attachment 4 - Grinding and Markings Exhibit for details.

11/04/21 SECTION 01 11 00.10 Page 7

1.3.2.4 Spall Repairs

In the event the diamond grinding process causes pavement spalling to occur, the contractor is to repair the surface following specification 32 13 14.13 . It is anticipated that no more than 50 square feet of concrete will need spall repairs. The Pavement AMP Manager shall determine PCI ratings of damaged slabs to determine the need for repair. The Contractor shall provide silicone joint seal around spall repairs.

Contractor must utilize fuel resistant silicone anywhere on the runway except within 1,000 feet of the end of the runway. Within 1,000 feet of the end of the runway, contractor must utilize heat and fuel resistant sealant. Contractor shall schedule site inspection of repaired spalls for acceptance before moving to next repair location.

1.3.2.5 Slab Replacement

In the event the diamond grinding process causes pavement damage sufficient enough to warrant entire slab replacement, the contractor is to repair follow specification 32 13 14.13 . It is anticipated that no more than 4 - 25 ft by 25 ft slabs will need replacement. The Pavement AMP Manager shall determine PCI ratings of damaged slabs to determine the need for replacement. The Contractor shall provide silicone joint seal around slab replacements. Contractor must utilize fuel resistant silicone anywhere on the runway except within 1,000 feet of the end of the runway.

Within 1,000 feet of the end of the runway, contractor must utilize heat and fuel resistant sealant. Contractor shall schedule site inspection of replaced slabs for acceptance before moving to next repair location.

1.3.2.6 Joint Seal Repair

In the event the diamond grinding process causes damage to existing joint seal, the contractor is to repair following specification in Section 32 01 19.61 Sealing of Joints in Rigid Pavement. Contractor must utilize fuel resistant silicone anywhere on the runway except within 1,000 feet of the end of the runway. Within 1,000 feet of the end of the runway, contractor must utilize heat and fuel resistant sealant.

Joint sealant will be considered damage when it meets the "High Severity" definition in the 2010 Airfield Concrete PCI Handbook. According to the Handbook, "Typical types of joint seal damage are (a) stripping of joint sealant, (b) extrusion of joint sealant, (c) weed growth, (d) hardening of the filler (oxidation), (e) loss of bond to the slab edges, and (f) lack or absence of sealant in the joint." High Severity is defined as, "Joint sealer is in generally poor condition over the entire surveyed section, with one or more of the above types of damage occurring to a severe degree. Sealant needs immediate replacement. Joint seal damage is at high severity if 10% or more of the joint sealer exceeds limiting criteria listed above, or if 10% or more of sealer is missing." The Airfield Manager and CE Pavements will be the responsible party for inspection and severity determination.

It is anticipated that no more than 15,000 LF of joint seal will need replacement. Section 8, the northern end of the southern concrete end, as detailed in Attachment 5 - Pavement Detail, has joint seal in poor condition. This section is expected to need the most joint seal replacement.

11/04/21 SECTION 01 11 00.10 Page 8

1.3.2.7 Environmental

Waste Management Plan to be reviewed and approved by our 802 Environmental personal. Waste material shall be hauled off site to approved site following approved waste management plan for hauling of soil to land fill.

Excavation Material

Approximately 2,000 cubic yards of excavation material will need to be hauled off. The contractor is responsible for the excavation to be tested.

All of the excavated and cut material shall meet the testing requirements below:

a. RCRA 11 metals (method SW 7000 series, Totals analysis with TCLP extraction)

b. Organochlorine Pesticides/Polychlorinated Biphenyl (PCBs) (method SW 8081a/8080, total analysis with TCLP extraction)

c. Semi-Volatile Organic Compounds (SVOCs) (method SW 8270, Totals analysis with TCLP extraction)

d. Volatile Organic Compounds (VOCs) (method SW 8260 Totals analysis with TCLP extraction) to include BTEX

e. Total Petroleum Hydrocarbons (TPH) (TX method 1005)

f. Non-halogenated Organics (SW 8015, TCLP extraction)

g. Reactivity, Corrosivity, Ignitibility (RCI)

- The results will determine proper disposal.

- All materials will be reviewed by the Hazardous Waste Manager.

- Waste will be profiled and manifested according to the reesults.

An alternative option is for materials to recycled at an approved recycling facility that will accept a Waste Manifest and provide a certificate of recycling. If the procedures are followed to ensure clean soil, then it may be recycled once the results are cleared by our Hazardous waste Manager and the facility is approved for recycling.

Manifesting is required so that we can track it and a weight ticket provided so we can show diversion from the landfill.

Concrete Waste

All concrete waste must be mainfested as Class 2 Construction Debris. If the concrete is clean, it is acceptable for the concrete to be recycled.

Weight tickets will be required.

1.3.2.8 Haul Routes

Contractor shall follow haul route as provided to remove excess soil.

1.3.2.9 Water Source

An available hydrant is located on the north corner of the intersection of I St and 5th West. It is located appox 150 feet outside of the gate to the flightline. A backflow preventer with a current Test and Maintenance report is required. A copy of BPAT License and a current guage certification along with a photo ID of tester is required. Please contact Contracting and the PM prior to hook up for coordination with the fire department.

11/04/21 SECTION 01 11 00.10 Page 9

1.3.3 Location

The work is located on the West Runway airfield on Joint Base San Antonio

- Randolph (JBSA-Randolph), TX. The exact location will be shown by the Contracting Officer.

1.4 WORK PLANS

1.4.1 Work Plan Proposal

A. The Contractor shall provide all engineering, drafting, plant, supervision, labor, material, equipment, incidentals, and transportation necessary to perform 100% of construction and completion of the project.

B. NFPA 101 Life Safety Code Ch. 39.2.4 does not allow the use of only one means of egress. The users will notify personnel affected by the construction.

1.4.2 Means and Methods

Plan shall include at the minimum a narrative describing the work to be performed and supporting documentation to include shop drawings showings, connections details, a fall protection and waste disposal plan.

1.4.3 Plan Requirements

Work plan shall identify requirements for safety devices, dumpster location(s) or other methods of material removal, protection from exposure to weather, protection of property and personnel, building access routes and circulation patterns, contractor use of the premises, parking, security procedures, equipment, materials storage and waste disposal.

1.5 PERIOD OF PERFORMANCE

The period of performance is 120 calendar days. All work must be scheduled to be completed within this timeframe. Any requests for time extensions shall comply with the requirements of section 01 32 01.00 10 PROJECT

SCHEDULE.

1.6 PHASING REQUIREMENTS

Due to mission requirements, flying operations will continue throughout this project, however all work must be completed while the airfield is closed. Additionally, the contractors work schedule must generally follow the Phasing Plan included in the Temporary Construction Waiver. Grading may occur simultaneously to grinding work. During north end grinding, the north 2,500 feet of runway will be closed and a displaced threshold will be utilized to allow for flying operation to continue on the remaining length of runway. During south end grinding, the south 3,700 feet of runway will be closed and a displaced threshold will again be utilized.

All work must be completed while the airfield is closed, normally nights 1900-0600, holidays and most weekends. Coordinate with Contracting Officer prior to beginning of work for additional airfield closure times.

Airfield Management will keep CE PM and Contractor advised if/when the airfield hours change due to mission needs.

11/04/21 SECTION 01 11 00.10 Page 10

1.7 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

N/A

Electronic drawings, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.

Immediately check furnished drawings and notify the Government of any discrepancies.

1.8 SUBMITTAL REGISTER

Contractor shall provide the submittal register in accordance with section

01 33 00 SUBMITTAL PROCEDURES.

1.9 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.10 REAL PROPERTY RECORDS

The contractor shall be responsible for submitting the draft interim and final DD 1354 in accordance with section 01 78 00 CLOSEOUT SUBMITTALS

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

11/04/21 SECTION 01 11 00.10 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 Installation Access

1.4.1.2.1 Airfield Driver License

1.4.1.2.2 Communication

1.4.1.3 No Smoking Policy

1.4.1.4 Government Housing Areas

1.4.2 Emergency Response Requirement

1.4.3 Radioactive Materials and Equipment (Use and Storage)

1.4.4 Work Outside Regular Hours

1.4.4.1 Airfield Work Hours

1.4.5 Permits and Requests

1.4.5.1 Digging Permits / Utility Locate

1.4.5.2 Utility Outage Permit

1.4.5.3 Hot Work Permits

1.4.5.4 Road Closure Approval Requests

1.4.5.5 Personnel List

1.4.5.6 Passes

1.4.5.7 Control

1.5 AIRFIELD AND FLIGHT LINE REQUIREMENTS

1.5.1 Airfield Requirements

1.5.2 Flight Line Safety

1.5.3 Emergency Landings and Take-Offs

1.5.4 Radio Communication

1.5.5 Foreign Object Debris

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

11/04/21 SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management

AFI 48-148 (20 NOVEMBER 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contract Personnel ; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any

11/04/21 SECTION 01 14 00 Page 2 restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installation Lackland AFB, Randolph AFB, Fort Sam Houston, or Camp Bullis shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An Application forthe Installation Access Credential form (see Appendix D) will be submitted by the Sponsor or Official to the Pass and Registration Office. Contractor and vendor companies requiring access to Joint Base San Antonio shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, home address, and driver license number) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.4.1.2.1 Airfield Driver License

Prior to the start of work the contractor shall request an Airfield Drivers Training and Airfield Controlled Area (CA) Training Class. Class size is limited to 4 to 6 people, unless otherwise approved by the Wing Airfield Driving Program Manager. An airfield driver's license is required for all personnel who will be driving on the airfield, unless escorted by someone who has an airfield license. Contractor shall provide names, dates of birth, driver's license numbers/states of issue, expiration date and driver's license restrictions of each person taking the class. Drivers with color blindness will not be permitted to drive on the runway. Color vision proof shall be provided in written form, and signed by a Doctor.

FAA regulations require the control tower to speak English. The driver shall understand and speak English well enough to communicate to the control tower and take a written test. The driver shall have a current state issued driver's license.

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A minimum of two contractor personnel shall have an airfield driver's license and they shall remain on site at all times. Contract workers walking into the Airfield CA must complete controlled area training or be escorted by someone who has. At least one Airfield CA trained person is required for every 5 contract personnel accessing the CA.

1.4.1.2.2 Communication

Contractors must check in/out with Airfield Management (AM). For work done after the airfield closes, just before the flying day ends the contractor will check in at Bldg. 8, AM Ops desk; AM will not release contractors to enter the airfield until the airfield has officially closed to prevent accidental Controlled Movement Area Violations. Contractors must check in/out with security forces/ECC (210-652-5700) when Airfield Management is closed.

1.4.1.3 No Smoking Policy

Smoking is prohibited on the airfield. Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.1.4 Government Housing Areas

a. Haul routes to and from construction sites can not go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.4.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

a. Building number, address or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your location (JBSA-Fort Sam Houston, JBSA-Lackland or JBSA-Randolph). Immediately the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

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1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Contractors who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston and Camp Bullis must obtain proper authorization in accordance with the above references AFI 40-201 and AFI 48-148 . Contractors will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit issued by the JBSA Radiation Safety Officer (RSO). Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Contractors require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization -

ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. Refer to Air Force Instruction (AFI) 40-201, para 3.4.5.2.1-5 for the latest AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

2) The applicant possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR

150.20. A copy of the NRC Rom 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

4) Project Local Point of Contact: Name, Address, and Phone.

5) Company Radiation Safety Officer: Name, Address, and Phone.

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA-FSH RSO.

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8) Leak test documentation for the equipment with the radioactive source(s).

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited.

Contact the appointed Radiation Safety Officers for JBSA as specified in AFI48-148, IONIZING RADIATION PROTECTION, paragraph 2.15.1 and Attachment 2. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

Installation Office Symbol Duty Phone

Randolph AFB 359 AMDS/SGPB 210-652-0575 210-652-3256

Lackland AFB 559 AMDS/SGPB 210-671-7236

Fort Sam Houston 559 AMDS/SGPB 210-221-7205

Contractor will apply by letter with supporting documentation at least thirty (30) days before the requested start date of the permit. Submit three (3) copies through the CO and addressed to the JBSA RSO at the 502d Air Base Wing Safety Office.

1.4.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

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1.4.4.1 Airfield Work Hours

All work on the runway shall be accomplished while the airfield is closed or when designated by the Contracting Officer. The airfield hours are normally M-F 0600 -1900L, closed nights and weekends. The Taxiways and Runways shall be returned to flying condition at least 1 hours before the airfield reopens.

1.4.5 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.4.5.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix A to the 802 CES Construction Manager.

c. Contractor to allow (14) calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.4.5.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in advance of the requested utility outage to CES Utility Manager through

11/04/21 SECTION 01 14 00 Page 7 the 802 CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix A can also be used for the request.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.

c. Provide 802 CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.4.5.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work.

Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. The Hot Work Permit will be issued by the JBSA RSO Fire and Emergency Services. Air Force Form 592, will be issued by the JBSA- FSH Fire and Emergency Services once the permit is approved.

Ensure a copy of the AF Form 592 is located on site. Phone numbers are:

Fort Sam Houston (Dispatch Center) Bldg.4196

(210) 221-2244

Randolph AFB (Dispatch Center) Bldg. 700

(210) 652-6915

Lackland AFB (Dispatch Center) Bldg. 2325

(210) 671-2922 / (210) 671-2046

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.4.5.4 Road Closure Approval Requests

Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 802 CES Construction manger prior to anticipated need for closure.

The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic

11/04/21 SECTION 01 14 00 Page 8 control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

Contractor will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times.

1.4.5.5 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date of birth

c. Diver's license # and state of issuance

1.4.5.6 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.

Passes will normally be issued within 21 calendar days.

1.4.5.7 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.5 AIRFIELD AND FLIGHT LINE REQUIREMENTS

1.5.1 Airfield Requirements

Work performed under this section shall be coordinated with, and approved by the CO. Due to the potential need to shut the airfield runway down to complete this work the contractor and the CO must agree on the dates and hours that work will occur. It is the contractors responsibility to ensure that the work begins and ends within the agreed to times. This work may involve having to work on weekends or night shifts to meet the runway outage requirements.

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Schedule of Work shall be negotiated between the CO and the contractor prior to Task Order award. In the event of any emergency, intense operational demands, adverse wind conditions, and other unforeseen difficulties, the contractor may be required to discontinue all work at locations in the aircraft operational area. The contractor shall notify the CO or technical representative of any changes prior to the start time of each day's work.

The operation of equipment and the performance of work on or in the vicinity of airfields shall be coordinated with the CO and the Airfield Manager. Neither equipment nor personnel shall use any portion of an airfield without permission of these officers. In all cases, verbal communication shall be maintained with the air traffic control tower (ATCT) before and during work on any runway, taxiway or apron which is in operation for conducting flights or aircraft operations. The ATCT staff shall be advised when work is completed.

A construction waiver will be obtained by the CO prior to the start of construction. The contractor does not have to do anything to obtain this waiver but they must be aware that work cannot begin until the Temporary Construction Waiver is approved. The government will add days to the contract to make up for this government delay.

1.5.2 Flight Line Safety

Comply with OSHA 29 CFR 1910 and UFC 3-260-01 Section 14, Construction Phasing Plan and Operational Safety on Airfields During Construction.

Also, prior to beginning work on the airfield contractor must ensure contractor personnel receive training on airfield safety, controlled area procedures and flight line driving from the government (Reference AFI 13-213 and 12 FTW Supplement to the AFI). For airfield safety requirements contractor will coordinate with the CO at least 30 days prior to beginning work on the airfield via the Government PM. For required controlled area and flight line driving training contractor must contact the Wing Airfield Driving Program Manager.

The contractor shall provide at least two (2) people who have completed Airfield Drivers Training and have a current AF Form 483 Certificate of Competency. One of these persons must be on site at all times.

Construction workers walking onto the airfield work site must also complete Airfield Controlled Area Training or be escorted at all times by someone who has.

1.5.3 Emergency Landings and Take-Offs

In a hard closure of the airfield, emergency landings will be diverted to an alternate location.

1.5.4 Radio Communication

Contractors must check in/out with Airfield Management at Bldg. 8, AM OPS Desk every day before entering the airfield and upon completion of the

11/04/21 SECTION 01 14 00 Page 10 days work. Contractors are not authorized to enter the airfield until AM has released them to do so to prevent accidental Controlled Movement Area Violations. Contractors must check in/out with security forces/ECC (210-652-5700) when Afld Mgt is closed."

Before anyone is allowed access to the airfield they must first have a back ground check, and be added to the Controlled Area Entry Authority List (EAL).