3c. UHHZ210404-UHHZ150412 ONLY UFGS 03 30 00 -Div 1- aphalt and concrete paving.pdf

UHHZ250030 SITE REQUIREMENTS - 01040

REVISION DATE 10 March 2026

SITE REQUIREMENTS

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PART 1 - GENERAL

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project (may include) includes work in one or more Controlled Area(s). The Contracting Officer will assist in getting proper notation on personnel badges for applicable areas. ( such as warehouses, the Flightline, Command Posts, and similar.)

2. Use no radios, pagers, or walkie-talkies in these areas.

3. Allow 15 minutes wait at arrival for escorts.

4. The contractor is responsible for all controlled/restricted area badges issued for this project.

A work site phasing plan must be completed and approved by Airfield Management and CE prior to waiver be submitted for coordination.

B. Airfield Zone Waivers:

1. Construction Waiver: UFC 3-260-01, Appendix B, Section B1-2.5.4.7, requires a temporary construction waiver be obtained for construction projects on the airfield that violate airfield clearance criteria. This applies to any construction, construction equipment storage, or hauling of materials or waste products that will take place during the term of the project. The Contractor shall provide the information necessary for the waiver process to the Base Project Manager. The Base Project Manager will in turn provide all necessary information to the Community Planner to begin the waiver process. Do not start any work in the Airfield Zone until the Technical Representative of the Contracting Officer (TRCO = CE Inspector) has provided a copy of the approved waiver to the Contractor.

2. Construction Equipment Permit: If cranes, or aerial lift/work platform equipment is required for construction, the Contracting Officer will work with the Civil Engineering Community Planner to obtain the approval. Any crane, or aerial lift/work platform equipment activity at Robins will require Airfield Management notification to allow for proper NOTAM publication to advise the flying community. Submit a request in writing to the Contracting Officer within 14 days of notice to proceed, but no less than 60 days prior to the start of the work. The request shall detail the schedule for such work, hours of operation, height of the crane, and location (lat/long limits) of the crane. Any crane, or aerial lift/work platform equipment required along the primary surface, frangibility zones, or that will be erected over 100

ft. in height will require an approved FAA Form 7460-1 Notice of Proposed Construction or Alteration to be filed and approved by the FAA. Be prepared to abide by any restrictions noted on the approval documents. Storage when not in use will be in the down position as to not pose a hazard to flight operations. Prior to the equipment being on-site, contractor shall contact 78 OSS at 478-926-2081 to receive any further instructions on usage at Robins AFB.

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C. Airfield Zone Site Requirements:

1. The Airfield Zone is shown on the Location map of Drawings. It is also referred to as the Flightline. Note that Section 01580, Safety Requirements, contains additional guidance on eliminating Foreign Object Damage (FOD) to the aircraft on the Flightline.

2. Schedule: Furnish a schedule to the Contracting Officer on the anticipated work schedule for each area in the contract.

3. Storage Site Request: Request in advance and obtain approval from Airfield

Operations Management for any storage sites for all equipment and materials used on the contract.

4. Haul Route Request: Request in advance and obtain approval from Airfield

Operations Management for all haul routes or other travel requirements on the Flightline.

5. Prior to driving on the Flightline, the contractor shall ensure that all personnel required to operate vehicles on the Flightline are trained and certified. The contractor is responsible for scheduling the training through CE Project manager, with adequate lead-time so as not to interfere with the contract schedule. Upon completion of the training, an AF Form 483 (Certificate of Competency) will be issued by the Airfield Manager’s office, which certifies that the individual has been trained on Flightline driving. This certification must be in the possession of the vehicle operator when driving on the Flightline.

6. Forms to Return: Upon completion of the contract, turn in the AF Forms 483 to the

Contracting Officer so that final payment will not be delayed.

7. Prior to the start of work each day, coordinate with the Chief of Airfield

Operations Management at (478) 926-2114 or (478) 926-2115. The contractor will advise Airfield Operations Management of the current work schedule, location and duration of work, and the type of equipment at the site for the day. The contractor shall also coordinate with Airfield Operations Management before leaving the site for the day.

8. Contractor employees requiring vehicle access to the controlled area of the

Flightline shall display their company's name on both the right and left sides of the vehicle.

Lettering shall be at least one and one half inches high and may be either permanently or magnetically affixed to the vehicle. The Government will deny entry to contractor vehicles not displaying the company name.

9. Provide an escort for all material suppliers or vendors transporting equipment or material to/from the Flightline job site. The certified escort can be a passenger or operate a lead vehicle no further than three vehicle lengths in front of the escorted vehicle. Ensure that all subcontractors comply with all Flightline requirements.

10. In addition to the validated AF Form 483, vehicle operators shall have valid state driver's licenses in their possession when driving on the Flightline. Vehicle operators shall

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01040 - 3 of 15 adhere to Flightline driving procedures contained in RAFB Instruction 13-206, Control and Operation of Vehicle on Robins AFB Flightline and Industrial Area.

11. The contractor is responsible for ensuring that all contractor personnel, subcontractors, and suppliers meet all Flightline requirements. The Government may, at its discretion, remove any contractor, subcontractor, or supplier employee from and prohibit access to the Flightline for the duration of this contract for violations of Flightline procedures.

12. Employ a minimum of one person for each area where construction activity is underway whose full time job is to monitor radio traffic from the base control tower to ensure that no Flightline violations occur.

13. Under no circumstances shall contractor employees enter any Flightline building or area not covered by the contract or authorized for access to the contract area.

14. If a crane is required and approved for construction on Robins AFB, store the crane in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

15. Provide continuous cleanup at the work site. All areas shall be kept so clean as to prevent the spread of materials that may be tracked or into other aircraft areas or which may be windblown in such a way as to cause a hazard to personnel, automotive traffic or aircraft traffic. Materials will not be allowed to accumulate in such a manner as to create an eyesore.

Clean all haul routes as required to maintain aircraft safety and site order.

D. Military Family Housing (MFH) projects: Submit a courtesy slip for approval.

Notify occupant with courtesy slip at least three (3) workdays but no more than five (5) workdays before starting work. Include in the courtesy slip the telephone number and name of the Technical Representative to call for schedule problems.

E. AMC/Joint STARS Area:

1. Submit a letter with the following information through Contracting Officer to 78

SFS/SFOS (62118) 7 days prior to proposed entry by personnel:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title 5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of admission request.

b. Type of vehicle to enter area with license number.

2. Also request permission to enter any special restricted areas (such as the Mass

Parking Apron or Alert Area) one day in advance each time entry is needed. Repeat visits may be arranged if a firm schedule is established.

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F. Electronic Warfare Complex (Bldg 229): Arrange for daily escorts with using agency.

G. Avionics Complex: The following apply for Bldgs 640, 645, and others inside the fence:

1. Submit a letter to Contracting Officer (for 78 SFS/SFOS, 62118 and WR- ALC/LYPSO, 62223) at least five (5) working days before admittance with the following information:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title 5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of entry request and default of the contract.

b. Make, model, and license number of vehicles to enter the area.

c. Submit proposed changes to the list of approved people/vehicles by same procedures.

2. Request entrance permission from WR-ALC/LYPR (66095) at least one day in advance each time access is needed. Arrange repeat visits if a firm schedule is established.

3. Vehicles used for the delivery of equipment, supplies, or tools which cannot be carried in by hand will be admitted if they have the company logo prominently displayed and the vehicle is properly registered with the LYP Security Manager.

1.02 UTILITY REQUIREMENTS

A. Outages: Request utility outages in writing to the Base Civil Engineer, with a copy to the Contracting Officer, a minimum of 21 days before the proposed outage. These will be scheduled at Government convenience and may be at times other than normal working hours.

For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These are at no additional cost to the Government.

B. Metering.

1. Credit Unions, banks, public schools and other non-Federal organizations at their expense furnish, install, operate and maintain all facilities required to obtain service, including suitable metering and regulating equipment and service connections to the government’s utility system.

2. For DoD agencies, including MWR activities and Air National Guard Units; Defense Base Operating Fund activities; non-DoD Federal agencies, including post office facilities; occupants of privately owned mobile homes located on Air Force installations; government civilian employee renting

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01040 - 5 of 15 quarters owned or controlled by the Air Force; and occupants of military housing projects insured by the government under Title 12 U.S.C., Sections 1701 and 810, install meters on all:

a. New facilities or renovated facilities, using applicable constructions funds.

b. Existing facilities at government expense when the total cost to install the meter does not exceed the estimated gross revenue for 1 year. For energy management purposes, install permanent or temporary meters at government expenses, regardless of gross revenue for 1 year, on new or existing individual buildings, structures, appliances, or equipment. For installing meters on existing facilities, the Base Civil Engineer budgets for and prioritizes installing meters using fund sources that include Operations and Maintenance; Research, Development, Test and Evaluation; Military Family Housing (P713 or P722); Medical Support Facilities; and, DBOF facilities.

3. Meter family house using a master metering system according to DoD Instruction 4165.37.

4. Provide service entrance metering on the facility for electrical, natural gas, and steam utilities, as applicable.

1.03 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items.

B. Material Submittals: None required under this section.

C. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector

Para # Description Date Required Checklist

1.01.B.1 Airfield Construction Waiver (Inspector provides before start of work) ______ 1.01.B.2 Airfield Crane Request 45 days before work ______

1.01.C.2 Airfield Schedule Before work ______

1.01.C.3 Airfield Storage Request Before work ______

1.01.C.4 Airfield Haul Route Request Before work ______

1.01.C.6 Return AF Forms 483 Before final payment

1.01.D MFH Courtesy Slip 3 days prior to visit ______ 1.01.E AMC/Joint STARS Information 7 days prior to visit ______ 1.01.G.1 Avionics Complex Information 5 days prior to visit ______

1.02 Utility Outage Requests 21 days prior to outage ______

1.04 Safeguarding LAN Com Lines 21 days prior to work ______

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3.01.E Road/Parking Closure Request 21 days prior to work ______ 3.02.A Govt Property Damage Notice Within 3 days of event ______ 3.03.C Warning Tape 14 days after NTP ______ 3.03.D Tracer Wire 14 days after NTP ______

3.04 Bldg Number on Corners 14 days before pre-final ______

3.05 Before - Site Photos Before Construction ______

3.05 After - Site Photos Before Final Inspection ______

3.08 Storage and Trailer Request 14 days after NTP ______

Form 1 Fire Alarm Request 7 days before work ______ Form 2 Fire Alarm Inspection Before Work 3 days before work ______ Form 3 Fire Alarm Inspection After Work Before pre-final ______

1.04 SAFEGUARDING COMMUNICATION FACILITIES: For work that will interfere with Local Area Network (LAN) cable, aerial cable, house cable, underground cable, or other communication facilities, notify the Contracting Officer in writing 21 days before the scheduled construction. Do no work until receiving written approval.

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 DIGGING/EXCAVATION REQUIREMENTS: The Drawings show underground utilities and structures as presently shown on the best available record drawings of the site, and these may have some inaccuracies. The information is provided for general bidding purposes only. Actual locations and quantities must be determined at the site while obtaining the form below.

A. Digging/Excavation Permit (Obtained on Base): Digging permits are obtained at 0800 Monday mornings, only, in Building 1555. The Contractor, along with the technical representative, shall meet with Civil Engineering utility personnel at this time to make all necessary arrangements for the excavation permit before any digging. The Contractor will be given instructions on how to prepare and properly complete Digging/Excavation Permit. This includes coordination before beginning any work involving digging/excavation and location of buried structures and utility lines. Before getting signatures, provide a drawing indicating the full extent of digging/excavation (width/depth/length of trench or hole). Civil Engineering utility personnel will meet with the Contractor at the site and locate their underground utility lines and buried structures that might be affected by any digging/excavation. Do not do any digging until all parties have approved the permit (three day maximum). The digging/excavation permit shall be effective only for the time period indicated by the final signature authority.

B. Re-coordination of the Digging/Excavation Permit with all organizations and the technical representative shall be required for any additional time required after expiration of the original time period. No digging/excavation shall be done after l600 hours on weekdays or anytime on weekends unless prior approval is obtained.

C. Location of Buried Structures and Utility Lines: Accurately locate and stake buried structures and utility lines indicated.

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D. Excavation, trenching, and backfilling: Excavate to the required depth by hand digging within three (3) feet either side of the buried structures or utility line. Do not use motorized equipment within these parameters. Only open those trenches for which material is ready for replacement. As soon as approved by the technical representative, backfill trenches as required by the drawings or specifications. As a minimum, replace topsoil and grass the disturbed area by seeding and watering.

E. Damage: The contractor is responsible for any damage to underground structures and utility lines identified on the drawings and any identified and marked in the field as a result of obtaining the digging/excavation permit. If any underground utility is damaged, notify the technical representative immediately.

F. Cutting of Roads, Streets, and Paved Parking Areas:

1. Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) 2000. Closures of streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 30 days before the scheduled closure.

2. Road cuts shall be backfilled immediately after completion of associated utility work. When the road is reopened, the cut shall be filled with temporary or permanent materials to a smooth condition, or metal plates or other approved methods shall be employed to prevent discomfort or damage to vehicular traffic. Road cuts shall be permanently closed within 5 working days unless approved otherwise by the Contracting Officer. Provide advance signage warning motorists of the condition in accordance with the MUTCD. Repair streets as shown on the drawings.

3.02 REPAIR OF WORK AND MATERIAL: Carefully lay out cutting, channeling, chasing, or drilling of finish or structure or other surfaces for the installation of equipment or material to avoid damaging Government property or adjacent materials not involved in the project. If Contractor personnel or equipment inadvertently damage such items, then follow the procedures below. Failure to follow the notification procedures below shall be considered a serious violation of the contract.

A. Notify the Contracting Officer by telephone immediately and confirm within 3 days with a typed letter if damage to Government property occurs. The Government reserves the right to require the Contractor to work overtime and purchase material for repair before the end of the workday at no additional cost to the Government.

B. Repair damage to building or equipment to match existing as directed by the

Contracting Officer with skilled workmen of the trades involved at no additional cost to the

C. Repair Fire Resistant Assemblies that have been violated before the end of the day.

In the event the work is incomplete, provide fire-rated gypsum board to cover holes 2-inch and greater in any dimension.

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D. Reconnect Disconnected Equipment before the end of the day and ensure that it is operating.

E. Existing Equipment and Material to remain or to be relocated is the property of the

Government. However, the Contractor is responsible for items to remain.

F. Labels on equipment plates with information shall be properly protected before any operation that could damage or cover the label.

(G. Fire Alarm: This contract involves work requiring existing fire alarm equipment either to remain or to be removed and reinstalled. The Contractor shall comply with the requirements of the inspection forms in the Appendix at the end of this section. One form is to notify the appropriate personnel that work is being accomplished on fire alarm systems. The other forms are used to establish the conditions of the system components prior to and following the contractor’s work.)

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

A. Regardless of statements in other Spec sections, provide tracer wires and warning tapes over buried underground utilities and structures. Follow these requirements if the other Spec sections are less detailed and stringent.

B. These include all underground items such as utility lines, oil/water separators, fuel and water storage tanks, and utility pits and manholes with tops below grade.

C. Provide a warning tape of standard industrial width and thickness with imprinted words identifying the type of utility line or structure below it. Place along the length (and width if not a utility line) of the protected item at one-foot depth below grade.

D. For buried non-metallic lines and structures also provide a tracer wire placed just above them, so conventional locating equipment may be used to locate the lines or structures. These items may be made of plastic, fiberglass, or similar non-metallic material. Design basis of the tracer wire is BMS Heavy Tracer Wire by Utilitronics, PO Box 480, Stoughton, MA 02072 - phone 1-800-245-8850. Use no less than #12 AWG copper solid wire, 5/64” HMWPE insulation, with white color.

3.04 BUILDING NUMBER: Place building number ______ on the facility at four locations as directed.

Use metal plates furnished by the Government and installed as directed. These plates are approximately sixteen inches wide by eight inches high.

3.05 SITE PHOTOGRAPHS:

A. General: Take "before" and "after" color photographs of the work site on a digital camera with a resolution for each picture of at least 60 KB compressed image. Provide for approval on a electronic delivery as a submittal at least 24 views chosen by the Technical Representative of the Contracting Officer (TRCO) before construction. Provide additional views as directed to show the full extent of the work. Provide for approval an identical set of "after" views.

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B. Underground Utilities: For projects where there is trenching for any underground utilities, even if just laterals from outside equipment into mech-elec rooms, take an additional set of as-built photos after construction for approval before final inspection. These must cover the entire length of the trenching with a view to showing nearby landmarks to enable a person to locate the line in the field in the future by using the photos after the disturbed soil is no longer visible.

3.06 SITE MAINTENANCE, CLEAN UP, AND RESTORATION:

A. Maintain the work site in a neat, orderly, and safe manner. Cut grass regularly to maintain site to base standards.

B. Remove scrap, waste, and excess materials promptly. Provide signs, barricades, and lights as required to protect base personnel.

C. Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

D. Store materials on site in a neat and orderly manner.

E. Restore the project site to its final condition as required by the contract as soon as possible.

F. Do not open trenches or excavations until material is on-hand or scheduled to arrive within three days. Close excavations or ditches as soon as the work has been placed, inspected, and accepted by the Government.

G. For this project, install a chain link fence covered with vinyl fence fabric where shown on the project drawings.

1. The intent of this requirement is to screen the more objectionable portions of the construction operation from the base population and maintain the base appearance standards as much as possible during construction.

2. The exact layout may be modified somewhat, at no additional cost to the

Government, with the approval of the contracting officer. The size of the gates shall be as required by the contractor for his operation.

3. Details: The fence shall be a minimum of six feet tall unless indicated otherwise on the drawings. The fence screen shall be 100% polypropylene. The material shall weigh 5.1 oz/sy with a tensile strength using the grab method (ASTM D-1682) of 300 lbs (warp) and 110 lbs (fill). Burst strength shall be 320 psi using ASTM D-751 and tear strength using the trap method (ASTM D-4533) shall be 135 lbs (warp) and 50 lbs (fill). Air permeability shall be 150 cfm using ASTM D-737. The cable ties on grommets shall be a minimum of 7 ½” x 3/16” cable tie, UV treated, black. The color shall be tan. The design basis is the 85% tan shade cloth manufactured by PAK Unlimited of Norcross, GA; phone 770-475-9916. The shade

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01040 - 10 of 15 cloth shall cover the size of fence specified without being folded at the bottom or ends of the fence. Install in accordance with the manufacturer’s recommendations.

3.07 CONSTRUCTION EQUIPMENT PERMIT: If cranes, or aerial lift/work platform equipment is required for construction, the Contracting Officer will work with the Civil Engineering Community Planner to obtain the approval. Any crane, or aerial lift/work platform equipment activity at Robins will require Airfield Management notification to allow for proper NOTAM publication to advise the flying community. Submit a request in writing to the Contracting Officer within 14 days of notice to proceed, but no less than 60 days prior to the start of the work. The request shall detail the schedule for such work, hours of operation, height of the crane, and location (lat/long limits) of the crane. Any crane, or aerial lift/work platform equipment required along the primary surface, frangibility zones, or that will be erected over 100 ft. in height will require an approved FAA Form 7460-1 Notice of Proposed Construction or Alteration to be filed and approved by the FAA. Be prepared to abide by any restrictions noted on the approval documents. Storage when not in use will be in the down position as to not pose a hazard to flight operations. Prior to the equipment being on-site, contractor shall contact 78 OSS at 478-926-2081 to receive any further instructions on usage at Robins AFB.

3.08 STORAGE AND OFFICE AREA: Submit a request for approval if the Prime Contractor desires an office trailer on Base to support their contract. If approved, the Prime Contractor will be allowed limited land area to place an office trailer. The Prime Contractor will submit a request for approval for project specific storage area/laydown yard. The designated locations for an office trailer and storage area will be identified by the Technical Representative within the Base perimeter.

A. Only the prime contractor is allowed office trailer space at Robins AFB. Office Trailer locations are authorized for office use only, and are not authorized for Conex boxes, material storage, equipment storage, or laydown yards.

B. Authorized use of Contractor Office Trailers is discretionary. Before any area is assigned, the prime contractor shall formally request in writing a siting approval for a trailer with full justification to the 78 Civil Engineer Group (78 CEG/CEN) Community Planning Section. The assigned 78 CEG Construction/ Project Manager will facilitate this request at the contract level.

C. Office Trailers shall display a 3 feet by 5 feet sign at least 4 feet from the bottom of the structure on the most visible exterior side of the trailer. The sign and location of th sign on the trailer will be approved by 78 CEG/CEN prior to the trailer coming on the installation. The sign shall include:

a. Company name and logo

b. Contact associated with the office trailer

c. Company representative and telephone number for 24-hour contact

D. Office Trailers shall be no larger than 10 feet wide by 50 feet long.

E. Trailers must be in good repair and give a representable appearance. Trailers used as

Offices shall be anchored with rods and cables, or by steel straps to ground anchors.

The anchor system shall be designed to withstand Class C Rick III winds (minimum

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115 mph), and must meet applicable state and local standards for anchoring mobile homes. Minimum 1 anchor each corner.

F. Maintain the Prime Contractor Office Trailer and site in neat, orderly, and safe manner. Cut grass regularly to maintain site to base standards. No less than once a month.

G. Prime Contractor Office Trailer Sites will be monitored by 78 CEG/CEN personnel monthly to ensure office trailer and site location are maintained according to the Robins AFB Facility Standards. Any location found to be in noncompliance will receive two warnings prior to being asked to remove trailer from Robins AFB. No compensation for removal will be provided by the Government.

H. Storage: Items stored for specific projects on the Base are the responsibility of the

Contractor. Replace all such items acquired for this contract that are stolen, vandalized, damaged, or otherwise unusable – at no additional cost to the Government. The contractor shall install a temporary fence in the manner and of the type detailed in Section 3.06G.

I. The storage site/laydown yard shall be kept clean and orderly, or the Contracting

Officer may require the Contractor to evacuate the site before the end of the contract.

No additional compensation will be provided for removal due to noncompliance.

3.09 PROJECT CONSTRUCTION SIGNAGE: See Robins AFB Facility Standards, Part 4B.

Only the prime contractor is allowed an office trailer on the Installation.

a. Office Trailers shall not be larger than 10’X 50’.

b. Job site Conex and/or Office Trailer shall not be any larger than 8’X 20’.

c. Office Trailer shall display a 3’ x 5’ sign at least 4 feet from the bottom of the structure on the most visible exterior side of the trailer. The sign will include:

Company name with logo Contract associated with the office trailer Company representative and telephone number for 24 hour contact The sign and the location of the sign on the trailer or conex will be approved by 78 CEG/CEN prior to the trailer coming on the Installation.

3.10 ROOF WARRANTY BUILDING SIGNAGE: Submit a copy for approval of the Contractor’s proposed roof warranty building signage in accordance with example below to be mounted on corner of building. If approved, the Contractor will install roof warranty signage at location as identified by the Contracting Officer’s Technical Representative.

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ROOF WARRANTY SIGN EXAMPLE

SIZE TO BE 8 ½” HIGH X 11” WIDE. SIGN TO BE ¼” REYNOBOND MATERIAL WITH VINYL

BACKGROUND (FEDERAL STANDARD (FED-STD) 595B COLOR, STANDARD BROWN –

10100) AND VINYL LETTERING (FED-STD 595A COLOR, WHITE - #17875). LETTERING TO

BE BLOCK STYLE, WITH ARIAL FONT.

<<<<< END OF SECTION >>>>>

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UHHZ250030 AIRFIELD CONSTRUCTION HAZARD MARKING - 01042

AIRFIELD CONSTRUCTION HAZARD MARKING

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1. Scope

2. Applicable Publications

3. General

4. Submittals

5. Definitions

6. Pavement Markings

7. Barricades

8. Maintenance and Operations

1. SCOPE: The work covered by this section of the specifications consists of furnishing all plant, labor, and equipment, appliances and materials and in performing all operations necessary to provide lighting and marking of obstructions to air and ground traffic in the construction area and barricades, in strict accordance with this section of the specifications and the applicable drawings.

2. APPLICABLE PUBLICATIONS: The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by references thereto:

2.1 AFI 32-1040 Airfield Infrastructure Systems

2.2. UFC 3-260-04 Airfield and Heliport Marking

2.3. UFC 3-535-01 Visual Air Navigation Facilities

3. GENERAL: Obstruction lighting and marking shall conform in all respects to UFGS 32 17 23 Pavement Markings and UFC 3-260-04, except as specifically interpreted, expended or detailed by these specifications or the contract drawings. All obstruction lighting and marking specified herein and on the contract drawings shall be furnished and installed prior to beginning of work on any area requiring lighting and/or marking. After completion of contract work on any one area, and before work is started on any other area, the contractor shall remove all equipment and temporary markings and lighting from the completed area to their original condition, unless a written exception is granted by the Contracting Officer to allow the contractor to work on two or more areas at one time.

4. SUBMITTALS

4.1 GENERAL: Provide the following per instructions in Section 01300, Submittals and Contractor Furnished Items.

4.2 MATERIAL SUBMITTALS: Submit manufacturer’s data in lieu of the required certificate of compliance if you desire. If an “X” appears in the “Mfg. Data Required” column, then the Government requires Manufacturer’s data.

Mfg. Certificate Data of Excepts Inspector’s

Para # Description Req’d Compliance Taken Checklist

6.1 Pavement Markings _X

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AIRFIELD CONSTRUCTION HAZARD MARKING

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7 Barricades _X

4.3 OTHER SUBMITTALS: Omitted.

5. DEFINITIONS:

5.1 Obstructions: Any object, equipment, personnel, construction area, or any other item which would constitute a hazard to ground or air movement of aircraft, as determined by the Contracting Officer or his authorized representative.

6 PAVEMENT MARKINGS:

6.1 Closed Pavement Markings Pavements that are hazardous to aircraft traffic are marked with capital ”X”. The leg of each “X” for runways shall be 60 feet (18 288 mm) and the width 10 feet (3 048 mm) and for Taxiways 30 feet (9 144 mm) long and 5 feet(1 524mm) wide. The legs shall be placed at right angles to each other. All aircraft access points to the pavement shall be marked where required. The “X” may be fabricated of plywood, canvas, painted picket fence sections, preformed marking tape (cannot be used on runways), or other materials. It may be anchored with any suitable means, such as nails or sandbags. The following pavement areas shall be marked with an “X” during this contract during hours the pavements are under construction or allowed to be closed after working hours. Where the pavements are to be opened to traffic after working hours, the “X” shall be removed.-

7. BARRICADES: Use reflective orange and white colored barricades with amber-yellow lights. All barricades shall be anchored or be of sufficient mass to retain an established position where they are placed. Flashing lights must be at least five candelas effective intensity and flash at a rate of from 55 to 75 flashes per minute. Continuous burning lights must have an effective intensity of 10 candelas. Place barricades at 50 feet (15 240 mm) minimum intervals and use dual markers and light on corners and ends. The following pavement areas shall be marked with barricades during this contract during hours the pavements are under construction or allowed to be closed after working hours. Where the pavements are to be opened to traffic after working hours, the barricades shall be removed. When on flightline/ industrial area contractor shall user low profile barriers. Confirm with construction manager for which one

8. MAINTENANCE AND OPERATION: The contractor shall be responsible for maintenance of all pavement markings and barricades installed under this contract. The contractor shall respond within 30 minutes from time of notification for maintenance purposes during non-working hours. The contractor from shall operate all lights sunset to sunrise and as directed by the Contracting Officer during poor visibility conditions.

<<<<<END OF SECTION>>>>>

UHHZ250030 SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS – 01300

Revision date 10 March 2026

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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1.01 GENERAL:

A. BASIC:

1. Provide items requiring drawings, diagrams, certifications, manufacturers’ literature, data brochures, technical data, sample requests, forms, and other data as noted under the submittals section of each specification section. All submittals and operations and maintenance data shall be submitted electronically with AF Form 3000.

2. This section does not describe design submittals required under design-build contracts.

B. CONSTRUCTION SUBMITTALS:

Inspector Para No. Description Date Required Checkmark 1.01.C1 Time Schedule by Preperf/Precon Mtg _____ 1.01.C1 Meeting Records As Noted or Monthly _____ 1.03.D Progress Report Monthly _____ 1.03.E List of Values with First Progress Report _____ 1.03.F Daily Reports Weekly _____

1.10 Closeout Report before Final Inspection _____

C. PRECONSTRUCTION SUBMITTALS:

1. In accordance with this Section, the following documents are required and must be submitted at correct final design for Design-Build; OR within 14 days after Construction NTP is issued for construction only:

List of proposed subcontractors List of proposed products Construction Progress Time Schedule (AF Form 3064) 1 Set of Bid Documents (Drawings & Specs) Submittal register Meeting Records

Health and safety plan Work and Demolition plan Quality control (QC) plan (Environmental protection plan) (Storm Water Pollution Prevention Plan) (Storm Water Notice of Intent) (Existing Conditions – Photographs and Field Verification Sign-off)

D. CONTRACTOR RESPONSIBILITY:

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1. Review, Corrections, or Comments made on the Submittals do not relieve the contractor from compliance with the requirements of the Drawings, Specifications, Addendums, and Contract Documents. By entering into this contract, the contractor agrees that the purpose of submittals is to demonstrate to the contracting officer that the contractor understands the design concept and that he demonstrates his understanding by indicating which equipment and material he intends to furnish, install, and use. Review of shop drawing will be general only for basic conformance with the design concept. The Government’s review of such drawings, schedules, or cuts shall not relieve the contractor from the responsibility for correcting all errors of any sort contained in the submittals.

2. The contractor is responsible for confirming and correlating all quantities and dimensions;

selecting proper fabrication processes, construction methods and installation techniques;

coordinating this work with that of all other trades; and performing all work in a safe, workmanlike and satisfactory manner.

3. The Government has not stipulated dates for turning in material submittals, unless noted elsewhere in the specifications. The contractor must manage his/her material and equipment lead times for obtaining approval in sufficient time to complete work on schedule.

1.02 SUBMITTALS: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector Para # Description Date Required Check Mark

1.05 A Superintendent Data As Directed ___

1.08 Equipment List 30 Days before Prefinal ___

1.03 SUBMITTAL INSTRUCTIONS: Each Specification Section lists the submittal requirements unique to it. The following apply to all sections.

A. SUBMITTAL FORMS: Material submittals shall be made using AF Form 3000. For design-build (DB) projects, all design submittals only require a transmittal letter. Material submittals included with DB design packages do not require the use of the AF Form 3000, but they are considered part of the design package.

B. MATERIAL SUBMITTALS:

1. COMPLETE SUBMISSIONS: All items requiring submittals for each Division

SHALL be provided at one time with the exception or O&M manuals, test reports, and warranties. Partial submittals WILL be returned without approval. No time extensions will be granted for failure to comply. In some instances the specifications may require certain items from one or more specifications sections to be submitted at one time. For example, condensing units and air handler submittals may be required to be provided together.

2. SUBMITTAL CHECKLIST: The contractor shall complete a copy of the checklist provided in the submittals paragraph of each specification section. This checklist shall be provided with each submittal. Submittal information shall be arranged in order to correspond with each checklist.

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3. TIME: The Contractor shall have approved submittals before ordering any equipment under this contract. If equipment is ordered prior to receiving approval, it will be solely at the Contractor’s risk. Under no circumstances will material be installed prior to approval of submittals. There will be no time schedule for providing material submittals unless noted elsewhere in the specifications. The Contractor will be required to manage his materials/equipment lead times and obtain approval in sufficient time to complete the work on schedule. Disapproval of incomplete or unsatisfactory submittals shall not be grounds for contract extensions. Other submittals such as as-builts, test reports, etc., shall be provided as indicated.

4. MANUFACTURER’S DATA: When the specifications contain an “X” under the “Manufacturer’s Data Required” field of the submittals paragraph checklist, then the submission of manufacturer’s data is required. If an “X” is in the “Certificate of Compliance” field, then it becomes the Contractor’s option to submit manufacturer’s data or a Certificate of Compliance as detailed below.

5. EXCEPTIONS: If any material proposed for use on this contract deviates from the specifications, the Contractor shall submit those proposed deviations for approval along with detailed justification for approval or non-approval. All exceptions and deviations shall be described in detail with each product submittal. Cost will not be considered a justification for taking exceptions unless a credit is offered to the Government.

6. SUBSTITUTIONS: Products provided by manufacturers other than those specified as the “design basis” shall be considered substitutions.

a. All features of items submitted as substitutions are implied to be in full compliance with Specifications and Drawings if not specifically noted as "Exceptions."

b. Where a design basis is referenced in Specifications and Drawings, substitutions must meet or exceed the salient features of the design basis as determined by the Technical Representative of the Contracting Officer. Exceptions to design basis characteristics must be clearly noted as "Exceptions." Note: The Federal Acquisition Regulations place the burden of proving the substitute as equal or better on the contractor.

c. Changes required to accommodate approved substitution shall be made at no additional cost to the Government. For example, an approved motor substitution may require upsized electrical cable and conduit.

7. Certificate of Compliance: The Contractor may, at his option, submit a “Certificate of

Compliance” (COC) in lieu of providing manufacturer’s catalog cuts/data. Only one COC will be required per specification section. Submit three copies of each COC package. The COC must be signed by the contractor and either the supplier or the manufacturer. The COC letter is attached at the end of this specification section. The letter must be completed in full.

C. OTHER SUBMITTALS: Other submittals such as samples, test results, spare parts, etc., SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

01300 - 4 of 9 shall be provided as required by each specification section. Submit electronically with AF Form 3000. Upon request contractor shall provide any other submittals as required by the

COR.

D. CONSTRUCTION REPORTS

1. PROJECT TIME SCHEDULE

a. Submit a schedule for the entire contract at the Kickoff (Preperformance or Preconstruction) Meeting, or before that meeting if so directed elsewhere in these specifications. The AF3064 alone does not satisfy this requirement.

(1). The schedule for the entire contract may be submitted in Microsoft Project format if the contractor so chooses. The Government will also accept similar sequence patterns shown in Word or Excel if they are properly developed and displayed.

(2). If there are several projects in one contract, submit a separate schedule for each project at the same time.

b. Include timelines for design (as applicable), mobilization, start site work, separate timelines for each discipline and subcontractor, prefinal and final inspection times, punchlist completion, and demobilization.

c. The contracted total allotted time and the Government's estimate for each part of the schedule are included in the attachment to this specification.

(1). The attached schedule includes days after award for holding the Pre-performance or Preconstruction Meeting and for one resubmittal of documents provided by the Contractor at the meeting.

(2). No (design or) construction work may begin until the Contracting Officer has approved the schedule.

(3). Resubmit if and as directed by the Contracting Officer. (Also, see section 01030 if this is a design-build project.)

(4). If the approval process takes longer than the amount of days allotted, that will not result in a time extension for the entire contract.

2. PROJECT PAY SCHEDULE

a. Also submit at the Kickoff (Pre-performance or Pre-construction) Meeting time schedule(s) on AF Form 3064 that show(s) the percentage completion timeline.

This establishes the pay schedule. Matching AF 3065 for payment approval should also be included.

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(1). Ensure the Form 3064 matches up with the Project Time Schedule described above, even if that requires two or more pages of the Form 3064.

(2). Also ensure the price percentages match up with the approved price proposal at each step on the timeline.

(3). For design-build projects, submit two separate 3064’s & 3065’s for design and construction. Follow the Schedule described above for dates, and use the price proposal to get your percentages. Invoices during construction shall show 100% design that was paid, and the current percent complete on the construction part. Show that the sum of design and construction subtotals adds up to the grand total for each design-build project.

3. MEETING RECORDS:

a. Whenever the contractor meets with Government representatives to discuss outstanding issues or details, the contractor SHALL prepare a written meeting record of all decisions made and of action items, noting person responsible and date due for each item.These will stand as accepted by the Government unless contradicted by Government personnel who attended the meeting.

b. No decisions made constitute a contract change - the Contracting Officer handles these in separate contract modification packages.

c. Meeting records are due by e-mail or fax to all offices represented at the meeting by no later than two workdays after the meeting.

d. The Contracting Officer considers any resolved issues, decisions, or identified action items to the benefit of the Contractor without these written records to have never happened, since they were not documented and accepted by the

e. For additional record purposes, either the Contractor or the Government may elect to transcript the meeting.

4. PROGRESS REPORTS:

a. Prepare and submit a monthly progress report (AF Form 3065) for each project and the entire contract on a monthly basis.

b. Obtain coordination signature on the monthly progress reports from the

Technical Representative of the Contracting Officer (CENME Inspector) before submitting to the Contracting Officer.

E. LIST OF VALUES: Include for approval with the first monthly progress report a breakout of net costs for each item of work for the project. These are costs that include materials, labor, equipment, overhead and profit, etc. to be prorated against each item. These numbers are for use by the base to improve future estimates.

SUBMITTALS AND CONTRACTOR-FURNISHED ITEMS

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F. LOG BOOKS:

1. Keep daily logs of the activities of the prime contractor and subcontractor employees. The logs shall include the following:

a. Date

b. Number of people on the job site and skills for each

c. List of construction equipment on the job site

d. Types of work accomplished and how much

e. Materials delivered to the job site

f. Problems and their impacts that arose with the site, the Inspector, facility users, subcontractors, and the weather.

2. Provide a copy of this daily log (or the original) to the Technical Representative of the Contracting Officer (CENME Inspector) weekly.

1.04 RETURN AND DISAPPROVAL OF SUBMITTALS: The Contracting Officer will return submittals made with AF Form 3000 to the Contractor within 14 days after receipt, using the AF Form 3000 to show approval or disapproval. Resubmit revisions of disapproved submittals within 14 days after receipt of disapproval, again using AF Form 3000. Disapproval shall not be cause for time extension.

1.05 SUPERINTENDENT:

A. Prior to mobilization, provide name and qualifications for review. Designate a competent person who shall have full authority to act for the Contractor and who shall be the primary contact with the Government until project acceptance. The superintendent is a non-working site supervisor/manager who shall be on site at all times when any Contractor personnel are on site. The “site” is defined as the location where construction work is being done. The Government through the Contracting Officer or Technical Representative of the Contracting Officer (CENME Inspector) reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

B. If the RFO clause requiring the formal Superintendent is not included in the contract, then the Contractor shall have a designated work leader or foreman on site during all occasions when there are two or more…