_Exhibit F _ Special Conditions_Airfield Repa.pdf

AIRFIELD REPAIRS 2024-2026

Page 2 of 19 Exhibit “F” Special Conditions

EXHIBIT “F” SPECIAL CONDITIONS

Table of Contents

SC-01 COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK

SC-02 CONTRACT ADMINISTRATION

SC-03 CITY FURNISHED DRAWINGS AND SPECIFICATIONS

SC-04 CITY FURNISHED FACILITIES, MATERIALS

SC-05 CONTRACTOR FURNISHED DRAWING, DATA, AND SAMPLES

SC-06 KEY PERSONNEL

SC-07 ESSENTIAL SUBCONTRACTORS

SC-08 MEASUREMENT FOR PAYMENT

SC-09 INVOICING AND PAYMENT

SC-10 PROJECT CONTINGENCY AND ALLOWANCES

SC-11 TEMPORARY ACCESS AND HAUL ROADS

SC-12 CONTRACTORS’ WORK AREA

SC-13 CLEANING UP

SC-14 COORDINATION AND WORK ON AIRPORT PROPERTY

SC-15 PROTECTION OF AIRPORT OPERATIONS SYSTEMS

SC-16 DELAY FOR OPERATIONS

SC-17 SUSTAINABILITY REQUIREMENTS FOR CAPITAL PROJECTS

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SC-01 COMMENCEMENT, PROGRESS AND COMPLETION OF THE WORK

1.1 Commencement. CONTRACTOR shall commence Work according to the accepted schedule following written Notice to Proceed from CITY, but in no event later than ten (10) business days thereafter. To facilitate the start of construction as early as possible, CONTRACTOR may submit its Safety, Security, Environmental, Quality Control, Fire Prevention plans, pre-construction submittals and the FAA Safety Plan Compliance Document (SPCD) to the CITY for review and approval immediately after Award of the Contract by the Council of the City of Atlanta.

CONTRACTOR acknowledges that construction cannot begin until the Safety plan, Security plan, Quality Control plan and all other mandatory pre-construction submittals have been approved and that the development and submission of CONTRACTOR’s submittals prior to the Contract being fully executed and a Notice to Proceed issued is at the CONTRACTOR’s risk. Prior to any actual construction being performed, there shall be a Preconstruction Conference to discuss details of execution, as further described below.

1.2 Substantial Completion. CONTRACTOR shall achieve Substantial Completion as identified in this Exhibit A.3, Liquidated Damages and Milestones. An administrative performance period of no more than 60 calendar days will commence immediately after NTP to allow sufficient time to gain approval for the Safety plan, Security plan, Quality Control plan and all other mandatory pre-construction submittals. The SPCD must also be submitted and approved prior to commencement of work. CONTRACTOR acknowledges that CITY has purchased the entirety of the performance period. CONTRACTOR’s schedule may indicate an earlier Substantial Completion date than required by CITY; however, CONTRACTOR is not entitled to any additional compensation should delays occur until the delays exceed the performance period indicated above.

1.3 Advance Information. CONTRACTOR shall give ENGINEER full information in advance in writing as to its plans for performing each part of the Work. If at any time, CONTRACTOR’s actual progress is inadequate to meet the requirements of this Contract, ENGINEER may notify CONTRACTOR to take such steps as may be necessary to improve its progress. If, within a reasonable period as determined by ENGINEER, CONTRACTOR does not improve performance to meet the Contract Milestones set forth above, ENGINEER may require an increase in CONTRACTOR’s labor force, the number of shifts, overtime operations, additional days of Work construction plant and equipment, all without additional cost to CITY. Neither such notice, nor ENGINEER’s failure to issue such notice, shall relieve CONTRACTOR of its obligation to achieve the quality of Work and rate of progress required by this Contract.

1.4 Noncompliance with ENGINEER’s Instructions. Noncompliance with ENGINEER’s instructions shall be grounds for ENGINEER’s determination that CONTRACTOR is not prosecuting the Work with such diligence as will assure completion within the time specified. Upon such determination, CITY may terminate this Contract pursuant to the Clause titled “TERMINATION

FOR DEFAULT.”

SC-02 CONTRACT ADMINISTRATION

CONTRACTOR agrees to utilize forms, reports and formats for information furnished by the ENGINEER in conjunction with the execution of work under this Contract.

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2.1 Preconstruction Conference. After the award of the Contract and prior to commencement of the Work, a Preconstruction Conference between the CITY and the CONTRACTOR will be held. The time and place of the meeting will be established by the CITY. All involved parties shall be prepared to discuss any issues or concerns with the execution of the Work.

2.2 Coordination and Progress Meetings. The CONTRACTOR and any requested subcontractors and suppliers shall participate in weekly meetings with the ENGINEER to review and status construction progress and discuss scheduling changes, as required. The time and place for the meetings will be established by the ENGINEER. From time to time, and at the discretion of the ENGINEER, the frequency of such meetings may be lessened or increased, based on the issues and progress at hand.

2.3 Software Requirement. The CONTRACTOR shall utilize PMWeb software application for Contract management and project administration for the Hartsfield-Jackson ATLNext Program.

SC-03 CITY FURNISHED DRAWINGS AND SPECIFICATIONS

3.1 CITY will Furnish. CITY will furnish specifications and prints of engineering design drawings for each part of the Work under this Contract. Such drawings will give information required for the preparation of shop detail drawings by CONTRACTOR. CONTRACTOR shall, immediately upon receipt thereof, check all specifications and drawings furnished and shall promptly notify ENGINEER in writing of any omissions or discrepancies in such specifications or drawings.

3.1.1 Two (2) copies of all specifications, one (1) full size and two (2) half-size prints of drawings will be furnished to CONTRACTOR without charge. The CONTRACTOR shall also be provided, on compact disc, the drawings and specifications in electronic portable document format (PDF) for CONTRACTOR’s use.

3.2 Drawings at the Jobsite. CONTRACTOR shall maintain one complete and current set of all Contract Documents available at the Jobsite at all times, including designer-reviewed CONTRACTOR drawings.

SC-04 CITY FURNISHED FACILITIES, MATERIALS

Facilities. The facility listed below will be furnished by CITY and shall be used by CONTRACTOR for this project only.

4.1 Use Charges. NONE

4.2 Temporary Facilities. NONE

4.3 Use of Premises.

4.3.1 In general, the CONTRACTOR shall have limited use of the premises for construction operations as indicated on Contract Documents.

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4.3.2 The CONTRACTOR shall limit use of premises to work areas indicated on Contract Documents. Do not disturb portions of the Project Site beyond areas in which work is indicated.

4.3.3 Any shutdown of Airport equipment or systems shall require a 7-day advance notice to the Airport.

4.3.4 For Electrical Work/Temporary Power, the CONTRACTOR shall coordinate temporary power needs by the CONTRACTOR, such as Electric Welding Machines, with the Airport representative in establishing power service point locations. The CONTRACTOR shall provide all equipment and installation to provide the temporary power needs.

4.3.5 CONTRACTOR shall manage premises to maintain a neat, orderly, and clean appearance. CONTRACTOR shall regularly mow along Airport roadways. CONTRACTOR shall comply with any directive of the ENGINEER to remedy conditions of unclean or disorderly appearance within the Work area.

4.4 Owner Furnished Materials. NONE

SC-05 CONTRACTOR FURNISHED DRAWING, DATA, AND SAMPLES

5.1 Drawings, Data, and Samples by CONTRACTOR. When drawings, samples, certificates and data are required by the Contract Documents or good engineering and construction practices, CONTRACTOR shall prepare and submit them to ENGINEER for DOA review. CONTRACTOR shall allow a minimum of twenty-one (21) calendar days for ENGINEER’s review. CONTRACTOR shall prepare and submit to the ENGINEER a submittal schedule, at the same time the Contract Schedule is submitted. Such schedule shall incorporate all of the required and specified submittals, including, but not limited to, drawings, samples, and data. The submittal schedule shall identify each item together with dates for submission of each for review. The CONTRACTOR shall maintain consistency and logic between the submittal schedule and the Contract schedule.

5.2 ENGINEER Review. ENGINEER review and permission to proceed does not constitute acceptance or approval of submittal including, but not limited to, design details, calculations, analyses, test methods, construction methods, rigging plans, certificates or materials developed or selected by CONTRACTOR and does not relieve CONTRACTOR from full compliance with the Contract requirements.

5.3 Shop Drawings.

5.3.1 Description.

5.3.1.1 Original drawings, prepared by CONTRACTOR Subcontractors, suppliers or distributors, which illustrate the Work; showing fabrication, layout, setting or erection details.

5.3.1.2 Prepared by a qualified detailer.

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5.3.1.3 Identify details by reference to sheet and detail numbers shown on contract drawings.

5.3.1.4 Maximum sheet sized: 24 inches x 36 inches

5.3.1.5 Reproductions for submittals: bond or black and white prints.

5.3.1.6 Shop drawings for structural details, false work and for temporary shoring shall be prepared by (or performed under the supervision of) a Georgia licensed P.E. (provided by CONTRACTOR) who shall sign and seal each shop drawing submitted.

5.4 Product Data.

5.4.1 Manufacturer’s Standard Schematic Drawings.

5.4.1.1 Modify drawings to delete information that is not applicable to Project.

5.4.1.2 Supplement standard information to provide additional information applicable to Project.

5.4.1.3 Manufacturer’s catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

5.4.1.3.1 Clearly, mark each copy to identify pertinent materials of products.

5.4.1.3.2 Show dimensions and clearances required.

5.4.1.3.3 Show performance characteristics and capacities.

5.5 Samples.

5.5.1 Physical examples. To illustrate materials, equipment, or workmanship, and to establish standards by which completed work is judged.

5.5.2 Office Samples. Of sufficient size and quantity to clearly illustrate specified requirements.

5.5.3 Functional Characteristics. Of product or material, with integrally related parts and attachment devices.

5.6 CONTRACTOR’s Responsibilities.

5.6.1 Review and approve shop drawings, product data, and samples prior to submission. Shop drawings that have not been reviewed by CONTRACTOR will be automatically returned to CONTRACTOR.

5.6.2 Verify:

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5.6.2.1 Field Measurement, Dimensions, and Existing Elevations

5.6.2.2 Field Construction Criteria

5.6.2.3 Catalog Numbers and Similar Data

5.6.3 Coordinate each submittal with requirements of Work and of Contract documents.

5.6.4 CONTRACTOR’s responsibility for errors and omissions in submittals is not relieved by ENGINEER’s review of submittals.

5.6.5 CONTRACTOR’s responsibility for deviations in submittals from requirements of Contract Documents is not relieved by ENGINEER’s review of submittals, unless ENGINEER gives written acceptance of specific deviations.

5.6.6 Notify ENGINEER in writing at time of submission of all deviations in submittals from requirements of Contract Documents.

5.6.7 Perform no work, which requires submittals until the return of submittals with ENGINEER’s signature indicating a Code 1 or Code 2 review status (See “Code Notation”)

5.6.8 After ENGINEER’s review, distribute copies.

5.7 Submission Requirements.

5.7.1 The shop drawings shall be submitted in sufficient time to allow discussion and correction prior to beginning the Work. Work shall not be performed, nor materials ordered, prior to the review of the drawing except at CONTRACTOR’s risk.

5.7.2 Submit one (1) electronic copy or six (6) hard copies of all product data and shop drawings excluding shop drawings that require the actual drawing be stamped. Submittals will be returned electronically, excluding shop drawings, that require the actual drawing be stamped.

5.7.3 Accompany submittals with transmittal letter, in duplicate containing:

5.7.3.1 Date;

5.7.3.2 Project title and number;

5.7.3.3 CONTRACTOR’s name and address;

5.7.3.4 The number of each shop drawing product data and sample submitted;

5.7.3.5 Notification of deviations from contract documents; and

5.7.3.6 Other pertinent data.

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5.7.4 Telephone communications or fax transmittals by CONTRACTOR requesting the review and/or approval of CONTRACTOR’s submittal will not be accepted by ENGINEER.

5.7.5 Submittals shall include:

5.7.5.1 Data and revision dates;

5.7.5.2 Project title and number;

5.7.5.3 The name of:

5.7.5.3.1 The Engineer responsible for the submittal

5.7.5.3.2 CONTRACTOR;

5.7.5.3.3 Subcontractor;

5.7.5.3.4 Supplier;

5.7.5.3.5 Manufacturer; and

5.7.5.3.6 Separate detailer, when applicable.

5.7.6 Identification of product or material

5.7.7 Relation to adjacent structure or materials;

5.7.8 Field dimensions clearly identified as such;

5.7.9 Specification section number;

5.7.10 Applicable standards, such as ASTM number of Federal Specification;

5.7.11 A blank space, 5 inches x 5 inches for ENGINEER’s stamp;

5.7.12 Identification of deviations from Contract documents; and

5.7.13 CONTRACTOR’s stamp, initialed or signed, certifying to a review of the submittal, verification of field measurements and compliance with Contract documents.

5.8 Code Notation.

5.8.1 No exceptions taken (Code 1).

5.8.2 Make Corrections Noted. Work may proceed subject to incorporation of noted corrections (Code 2).

5.8.3 Amend and Resubmit. Work may not proceed; revise and re-submit (Code 3).

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5.8.4 Rejected – See Remarks. Submittal is not acceptable; Work may not proceed (Code 4).

5.9 Resubmission Requirements of Shop Drawings.

5.9.1 Revise initial drawings as required and resubmit as specified for initial submittal.

Contractor must resolve all comments indicated and resubmit to obtain a Code 1 Notation prior to Completion of the affected work.

5.9.2 Indicate on drawings any changes which have been made other than those requested by ENGINEER.

5.9.3 Product Data and Samples. Submit new data and samples in the same manner as required for initial submittals.

5.9.4 Labeling of Samples. Each sample shall bear a label showing CONTRACTOR’s name, Project name, Contract number, name of the item, manufacturer’s name, brand name, model number, supplier’s name, and reference to the appropriate drawing number, technical specification section and paragraph number; all as applicable.

5.10 Distribution of Submittals After Review.

5.10.1 Distribute copies of shop drawings and product data which carry ENGINEER’s stamp to:

ENGINEER – six (6) copies Others as required

5.10.2 Distribute samples as directed.

5.10.3 Disposition of Samples. Samples which have been reviewed may, at ENGINEER’s sole discretion, be returned to CONTRACTOR or retained.

5.11 Certificates and Data. Where certificates are required, four (4) copies of each certificate shall be submitted by, and at the expense, of CONTRACTOR. Submittal shall be made not less than fifteen (15) calendar days prior to the time that the materials represented by such certificates are needed for incorporation into the Work.

5.12 Certificates to Identify. Certificates shall clearly identify the material being certified and shall include but not be limited to, the following information: CONTRACTOR’s name, Project name, contract number, name of the item, manufacturer’s name, and reference to the appropriate drawing, technical specification section and paragraph number; all as applicable.

5.13 CITY’s Rights in Data. CITY shall have an irrevocable unrestricted royalty-free license to use all reports, Information, data, plans, drawings, specifications, computer programs, technical reports, operating manuals or other similar work products developed by CONTRACTOR and paid for by CITY under this Contract, or any other documents procured by, given to, prepared by, or assembled by CONTRACTOR under this Contract.

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SC-06 KEY PERSONNEL

6.1 CONTRACTOR shall not reassign, or remove, the key personnel listed below without the prior written authorization of CITY:

TITLE/POSITION

Project Manager Safety Manager (Primary) Safety Manager (Alternate) Superintendent (General) Superintendent (PCC Paving) Project Scheduler Quality Control Manager Site Survey Manager

All key personnel shall be physically available on site, to include Project Scheduler and Quality Control Manager.

6.2 In addition to requirements elsewhere in the contract, Project Manager shall have the following experience and qualifications:

6.2.1 Contract administration and interpretation;

6.2.2 Writing ability and computer skills needed to prepare correspondence and documents related to assigned project;

6.2.3 Coordination of communications, approvals, notifications, and record keeping related to changes in the assigned work;

6.2.4 Ability to establish, interpret, and update schedules and records of all correspondence related to contract activity; and

6.2.5 Good understanding of diversity participation requirements.

6.2.6 Project Manager cannot be the Project Scheduler.

SC-07 ESSENTIAL SUBCONTRACTORS

7.1 The following designated Subcontractors, submitted during the bid process on “FORM B, Essential Subcontractor Qualification Statement” of the Exhibit titled “QUANTITIES, PRICING AND DATA FORMS,” are deemed to be essential by the CITY to the execution of this Contract. These Essential Subcontractors may not be removed or substituted by the CONTRACTOR without proper written notice with justification and approval by the CITY. In the event that an Essential Subcontractor is to be removed or substituted, and said subcontractor was selected from a City prequalified subcontractor list, the prime contractor must select a replacement contractor from the prequalified list. If an agreement cannot be reached with or pricing proposals are not submitted from a pre-qualified subcontractor, the prime contractor may submit another subcontractor(s) for consideration by the City if they meet the qualifications to be provided by the City.

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Scope of Subcontracted Services Joint Sealing Pavement Marking and Striping PCCP Maintenance & Repair (If subcontracted) PCCP Slip Form Paving (If subcontracted) Site Electrical/NAVAIDS AMA Escorting

7.2 Consent of CITY for Subcontracts. CONTRACTOR shall submit to the CITY a list of any third parties for the performance of all or any portion of the work within fifteen (15) calendar days from Notice to Proceed date for informational purposes. Those Subcontractors designated as essential in the Clause titled “ESSENTIAL SUBCONTRACTORS” need not be resubmitted.

SC-08 MEASUREMENT FOR PAYMENT

8.1 Lump Sum Items. To establish a basis for payment against Lump Sum items set forth in the Exhibit titled QUANTITIES, PRICING AND DATA FORMS,” CONTRACTOR shall, within ten (10) calendar days after Notice to Proceed, provide a Schedule of Values which proposes:

8.1.1 A reasonable number of measurable interim tasks required to accomplish each lump sum item; and

8.1.3 An allocation of the price to each task with reasonable relationship to the costs incurred in its accomplishment.

8.2 Schedule of Values. ENGINEER shall review CONTRACTOR’s Schedule of Values, determine the appropriate tasks and values for progress payments and so advise CONTRACTOR in writing. The Schedule of Values shall be reconcilable to the Project Schedule.

8.3 Payment for Materials on Hand. Partial monthly estimates may include delivered cost of materials to be incorporated in the Work, provided that such materials meet the requirements of the Contract Documents, and are delivered to acceptable sites on the Airport property or at other sites in the vicinity that are acceptable to the CITY. Such delivered costs of stored or stockpiled materials may be included in the monthly estimates after the following conditions are met:

8.3.1 The material has been stored or stockpiled in a manner acceptable to the ENGINEER at, or on, an approved site. The CITY reserves the right to inspect.

8.3.2 The CONTRACTOR has furnished the ENGINEER with acceptable evidence of the quantity and quality of such stored or stockpiled materials.

8.3.3 The CONTRACTOR has furnished the ENGINEER with satisfactory evidence that the material and transportation costs have been paid.

8.3.4 The CONTRACTOR has furnished the CITY legal title (free of liens or encumbrances of any kind) to the material stored or stockpiled.

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8.3.5 The CONTRACTOR has furnished the CITY evidence that the material stored or stockpiled is insured against loss by damage or disappearance at any time prior to use in the Work.

It is understood and agreed that the transfer of title and the CITY’s payment for such stored or stockpiled materials shall in no way relieve the CONTRACTOR of its responsibilities for furnishing and placing such materials in accordance with the Contract Documents.

In no case will the amount of partial payments for materials on hand exceed the Contract Price for such materials or the Contract Price for the Contract item where such materials will be utilized.

No partial payment will be made for stored or stockpiled living or perishable plant materials.

8.4 Surveys to Determine Quantities. CONTRACTOR shall make all surveys necessary for determining all quantities of work to be paid under this Contract. Copies of field notes, computations and other records made by CONTRACTOR for the purpose of determining quantities shall be furnished to ENGINEER upon request. CONTRACTOR shall notify ENGINEER in writing prior to the time such surveys are made. ENGINEER, at his sole discretion, may witness and verify such surveys. If ENGINEER performs surveys to verify CONTRACTOR surveys which are the basis of payment requests and CONTRACTOR’s survey proves to be inaccurate, the cost of verification surveys shall be paid by CONTRACTOR. Measurements and computations shall be made by such methods as ENGINEER may consider appropriate for the class of work measured and the estimate of quantities of work completed shall be compatible with the reporting requirements of the Exhibit titled “SCHEDULE REQUIREMENTS.” The dividing limits or lines, between adjacent items or classes of work where not definitely indicated on the drawings or in the specifications shall be as determined by ENGINEER.

SC-09 INVOICING AND PAYMENT

9.1 Submittal of Invoices. CONTRACTOR shall prepare the invoice from the 26th of the month to the 25th of the following month. The invoice must be submitted to the construction manager (CM) on the 5th day of the next month. CONTRACTOR shall meet with the CM, five (5) days prior to submission of the invoice request to verify the quantity of Work in place for progress payment.

The CONTRACTOR shall provide the necessary schedule and cost reports for review and agreement of invoiced quantities. Invoices must be entered in the CITY’s Online Invoicing System (OLIS). Also, Consultant shall complete a Diversity Subcontractor Invoiced Report in OLIS on a monthly basis. This report does not replace the City of Atlanta Office of Contract Compliance EBO/SBE/DBE Monthly Utilization Report as stipulated in Appendix A of the contract.

9.2 Payment of Final Invoice. CITY shall, within thirty (30) calendar days following Final Acceptance of the Work as a whole and after submittal of a final invoice, pay to CONTRACTOR the amount then remaining due, provided that, CONTRACTOR shall have furnished CITY for itself, its Subcontractors, immediate and remote, and all material suppliers, vendors, laborers, and other parties acting through or under it, waivers and releases of all claims against CITY arising under or by virtue of this Contract, except such claims, if any, as may with the consent of CITY, be specifically excepted by CONTRACTOR from the operation of the release in stated amounts to be set forth therein.

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9.3 Submittal of Invoices. CONTRACTOR shall submit an original and one (1) copy to:

ATLNEXT Capital Program Construction Management Attn: Assigned Resident Engineer (TBD) 1255 South Loop Road College Park, GA 30337

Reference: AIRFIELD REPAIRS 2024-2026

SC-10 PROJECT CONTINGENCY AND ALLOWANCES

The “Project Contingency” allowance is that sum of money set aside and under the control of the ENGINEER, or his designee, as part of the Project budget which has been designated to pay for scope modifications, unforeseen events, Work items consistent and related to the Contract but not shown on the drawings and/or specifications but necessary for the successful completion of the Work, or emergences during the course of the Project not otherwise contemplated in the Contract. The CITY is solely responsible for the appropriation of these funds. CONTRACTOR shall have no claim to such funds. The Work shall be assigned and directed by the ENGINEER, or his designee, in written form. Measurement and payments shall be in accordance with the Clause titled “INVOICING AND PAYMENT” and the Clause titled “PRICING OF ADJUSTMENTS.”

The Allowance is that sum of money included in the Total Contract Price that is under the control of the ENGINEER, or his designee, to pay for the scope set out for the allowance item. Once the scope of work for the allowance items is fully defined and issued to the CONTRACTOR, measurement and payments shall be in accordance with the Clause titled “INVOICING AND PAYMENT” and the Clause titled “PRICING OF ADJUSTMENTS.” If the compensation for completing the allowance item work is less than the allowance amount, the savings shall revert to the CITY.

If the compensation for completing the allowance item work is more than the allowance amount, the CONTRACTOR shall be paid the difference. The difference shall be funded by either the issuance of a Project Contingency or a Change Order. All such allowances shall cover all direct, indirect, and general condition costs of the allowance work and all profit and overhead of the CONTRACTOR for the allowance work.

SC-11 TEMPORARY ACCESS AND HAUL ROADS

11.1 General. CONTRACTOR shall, at its expense, construct and maintain temporary access and haul roads as may be necessary for the proper performance of this Contract. CONTRACTOR shall submit a layout of all proposed roads prior to road construction. The layout shall show widths of roads, direction of traffic, curves, grades, and related information in sufficient detail for review by ENGINEER. Roads constructed on CITY’s land or rights-of-way shall be subject to CITY’s approval.

11.1.1 The CONTRACTOR’s access route to the Project site shall be as shown on drawings.

11.1.2 The location of access and haul routes in the Aircraft Operations Area (AOA), if applicable, are as shown on the drawings. Use of unauthorized haul routes shall not be acceptable.

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11.1.3 Roads used by the CONTRACTOR for access or hauling shall be kept clean and accessible to all other Airport traffic for the entire duration of the Project. Haul trucks must be covered and any spillage or debris buildup promptly removed from all haul routes on Airport and public roads. No separate payment shall be made for keeping the roads clear and accessible.

11.1.4 The CONTRACTOR shall control dust and debris from its operation to a level acceptable to the CITY and have on the Project vacuum sweepers, watering trucks, and other equipment necessary to control dust. All methods for controlling dust shall be subject to the CITY’s approval. Dust control shall be strictly monitored due to its impact on aircraft safety. Failure to properly control dust, or to respond to any request to do so, will result in construction activities being stopped.

11.1.5 All excess material produced by the CONTRACTOR’s operations shall be disposed of off Airport property at an appropriate, licensed construction and demolition disposal facility at no additional cost to the CITY.

SC-12 CONTRACTORS’ WORK AREA

12.1 Assignment of Work Areas. All CONTRACTOR work areas on the Jobsite will be assigned by ENGINEER. CONTRACTOR shall confine its operations to the areas so assigned. Should CONTRACTOR find it necessary or advantageous to use any additional offsite area for any purpose whatsoever, CONTRACTOR shall, at its expense, provide and make its own arrangements for the use of such additional offsite areas.

12.2 Air Operations Area Controls. At all times during the performance of this Contract, CONTRACTOR shall provide for free and unobstructed movement of aircraft in the Air Operations Area (AOA) of the Airport, shall identify all hazards to aircraft and shall provide for the control of personnel and vehicular traffic, all in accordance with Section 16.3 and 16.4. A detailed Traffic Control Plan shall be submitted for approval to the ENGINEER prior to the commencement of any construction activities.

12.3 Operating within Critical Areas. When the Work requires CONTRACTOR to conduct its operations within areas adjacent to active runways, taxiways, aprons, and/or navigational aids, the Work shall be coordinated with CITY and FAA through ENGINEER. CONTRACTOR shall submit request authorization from ENGINEER forty-eight (48) hours prior to any closure or interference with the Aircraft Operations. While working in the AOA, CONTRACTOR shall maintain constant communications and with the ENGINEER and shall immediately obey all instructions from the

ENGINEER.

12.4 Operating Close to Aircraft. When working in close proximity to aircraft, CONTRACTOR shall:

12.4.1 Yield the right-of-way to aircraft.

12.4.2 Keep the movement of vehicles across active taxiways and aprons to a minimum.

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12.4.3 Obtain proper approval from the ENGINEER before allowing any equipment or vehicles to cross an active runway.

12.4.4 Require all operators to maintain a safe and reasonable speed.

12.4.5 Utilize equipment with due regard for existing weather conditions.

12.4.6 Remove, from the Jobsite, any person operating unauthorized vehicles or equipment in a restricted area, or operating vehicles or equipment in a reckless and unreasonable manner.

12.4.7 Keep all trash and debris from taxiways, runways, and ramp areas.

12.4.8 Prohibit all vehicles and equipment from being operated within one hundred sixty

(160) feet of the centerline of an active taxiway or within two hundred fifty (250) feet of the centerline of the active runway, except on Airport service roads or with the express consent of ENGINEER.

12.4.9 Immediately cease work and vacate any operations or work area at any time if instructed to do so by ENGINEER. These instructions may be issued by radio or other appropriate means. CONTRACTOR shall not return to a vacated area until authorized by

ENGINEER.

12.5 Closing the AOA. When the Work requires closing the AOA, or portion of such area, CONTRACTOR shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of FAA Advisory Circular 150/5370-2F Operational Safety of Airports During Construction. Open-flame type lights shall not be permitted within the AOA.

12.6 Employee Parking. CONTRACTOR shall arrange employee parking outside the AOA and provide its employees transportation into the Jobsite. CONTRACTOR’s access point into the AOA shall be as directed by the ENGINEER.

12.7 Storage of Equipment and Materials. Materials shall be so stored as to assure the preservation of their quality and fitness of the Work. Stored materials, even though approved before storage, may again be inspected prior to their use in the Work. Stored materials shall be located so as to facilitate their prompt inspection. The CONTRACTOR shall coordinate the storage of all materials with the ENGINEER. Materials to be stored on Airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft or ground traffic. CONTRACTOR shall not store materials on the AOA without written approval by DOA Airside Operations and the FAA. Unless otherwise shown on the plans, the storage of materials and the location of the CONTRACTOR’s plant and parked equipment or vehicles shall be as directed by the ENGINEER. Private property shall not be used for storage purposes without written permission of the owner or lessee of such property. The CONTRACTOR shall make all arrangements and bear all expenses for the storage of materials on private property.

All storage sites on private or airport property shall be restored to their original condition by the CONTRACTOR at his/her entire expense, except as otherwise agreed to (in writing) by the CITY or lessee of the property. CONTRACTOR shall base his bid on no stored

Page 16 of 19 Exhibit “F” Special Conditions materials on the AOA without written approval by DOA Airside Operations and FAA. Such approval may be withheld.

12.8 Construction Lighting for Night Work. The Contractor shall cooperate with the FAA and the City when aligning his construction floodlights so as not to interfere with aircraft pilots or air traffic controllers’ vision. When requested by the City, the Contractor will respond quickly to adjust the lighting as directed.

12.9 Height Restrictions. FAA Regulation for use of cranes and other elevated equipment will be strictly enforced. The Contractor shall be responsible for submitting FAA Form 7460 to the City and obtaining FAA approval prior to Contractor’s use of any elevated equipment. Allow a minimum of 45 days for the Form 7460 to process through FAA.

12.10 Protection of Employees. When the project is within the vicinity of large jet aircraft operations the Contractor shall take all precautions necessary to protect his employees, equipment, and work in progress from aircraft noise and jet engine blast.

SC-13 CLEANING UP

13.1 Clean Work Areas. CONTRACTOR shall, at all times, keep its work areas in a neat, clean and safe condition. While working in the AOA, the CONTRACTOR shall keep the areas immediately adjacent to the Jobsite clean at all times. The CONTRACTOR shall sweep adjacent pavement areas at least once daily or as directed by the ENGINEER. If grass within the construction limits exceeds ten (10) inches in height, the CONTRACTOR is responsible for mowing. CONTRACTOR shall, on a daily basis, remove from the Work area all its equipment and uninstalled materials while maintaining temporary walls and protective barriers to provide a neat and safe area for the public.

Upon completion of any portion of the Work, CONTRACTOR shall promptly remove from the Work area all its equipment, construction plant, temporary structures, and surplus materials not to be used at, or near, the same location during later stages of the Work.

13.2 Rubbish and Salvage. Upon completion of the Work and prior to final payment, CONTRACTOR shall, at its expense, satisfactorily dispose of all rubbish, remove all plant, buildings, equipment, and materials belonging to CONTRACTOR and return to CONTRACTOR’s warehouse or Jobsite storage area all salvageable CITY supplied materials. CONTRACTOR shall leave the premises in a neat, clean and safe condition.

13.3 Failure to Comply. In the event of CONTRACTOR’s failure to comply with the foregoing requirements, CITY may accomplish same at CONTRACTOR’s expense.

13.4 Maintenance. Contractor shall maintain the Work including during Beneficial Occupancy of the Work or any portions thereof and including any portions occupied by City or put into service until final acceptance of the Work as a whole. Use shall not constitute acceptance, relieve Contractor of its responsibilities, or act as a waiver by the City of any terms of this contract.

SC-14 COORDINATION AND WORK ON AIRPORT PROPERTY

14.1 For some portions of this Project, construction will occur within the Security Identification Display Area (SIDA). The SIDA is the airport security area with restricted access. The

Page 17 of 19 Exhibit “F” Special Conditions

CONTRACTOR will be required to meet all requirements for entering and operating in these areas as described in the Exhibit titled “AIRPORT SECURITY REQUIREMENTS.”

14.2 All CONTRACTOR personnel, including subcontractors, engaged in work within the SIDA shall be Airport badged and fingerprinted as required in the Exhibit titled “AIRPORT SECURITY REQUIREMENTS.” Due to the time necessary to complete the badging and fingerprinting process, the CONTRACTOR may start the process after contract Award and before construction NTP.

14.3 All construction activities within the SIDA shall be conducted in a manner acceptable to the CITY and FAA to provide acceptable levels of safety, security, and access for all Airport operations. Periodic meetings will be held to coordinate the activities of this contract with other Airport operations.

14.4 All costs associated with establishing and maintaining SIDA security shall be included in the price bid for mobilization unless included in a separate Special Provisions (SP) item.

14.5 The CONTRACTOR shall cooperate with existing and future Contractors working in the area and at all times will coordinate its efforts to maintain necessary construction and hauls routs and to assure that all contracts continue on a timely basis.

SC-15 PROTECTION OF AIRPORT OPERATIONS SYSTEMS

15.1 Location of Airport Operations Systems. In addition to CONTRACTOR’s general obligations in the Clause titled “CONTRACTOR’S WORK AREA,” numerous Airport operations systems, including, but not limited to, radio receivers and transmitters, U.S. Weather Bureau facilities, Navigation Aids, Communication and Security systems and associated electrical cables will be in use during the performance of Work. CONTRACTOR shall protect such systems at all times. Airport Operations Systems may be shown on drawings, marked by ENGINEER, or obvious from visual inspection but CONTRACTOR shall inquire and inspect to determine the location of any and all such systems and shall be responsible to avoid damage to any of them at all times.

15.2 Damage to Airport Operations Systems. If any portion of any Airport operations system is damaged by CONTRACTOR, or anyone operating under CONTRACTOR’s control or direction, CONTRACTOR shall immediately notify ENGINEER in writing and propose both temporary and permanent repairs to restore system functions and return the system to its original condition at no additional cost to the CITY. The material, workmanship, and methods for repairs must all be approved by ENGINEER and such repairs may be witnessed or inspected by owners or operators of such systems as well as ENGINEER. If in the opinion of ENGINEER, CONTRACTOR is not qualified to perform such repairs, they may be performed by others as approved by the CITY and the reasonable costs of such repairs shall be deducted from payments otherwise due CONTRACTOR.

SC-16 DELAY FOR OPERATIONS

16.1 Restrictions to Access. Access to work areas may be restricted from time to time by necessity of Airport operations. CONTRACTOR has taken into account and provided in its

Page 18 of 19 Exhibit “F” Special Conditions planning, scheduling, and pricing for disruptions including, but not limited to, clearing traffic congestion or accidents, repairs to Airport facilities, heightened Security conditions and the like.

16.2 Closures. Runway and Taxiway closures at any time, or duration, are prohibited during the following holidays:

16.2.1 Memorial Day Weekend: Thursday through Tuesday

16.2.2 Independence Day (July 4th)

16.2.3 Labor Day Weekend: Thursday through Tuesday

16.2.4 One week prior to Thanksgiving through the Monday after Thanksgiving

16.2.5 One week prior to Christmas day through one week after New Year’s Day

Contractor must complete phase work prior to start of the holiday closure restriction. Contractor may not proceed until it has demonstrated its ability to start and finish phase work prior the holiday restriction as per their approved baseline schedule.

SC-17 SUSTAINABILITY REQUIREMENTS FOR CAPITAL PROJECTS

CONTRACTOR shall be responsible for the following sustainability requirements:

17.1 Construction and Demolition Waste.

17.1.1 Divert a minimum of 90% of construction and demolition waste from landfills.

Tracking can be by weight or volume but must be consistent throughout the project.

17.1.2 Within ten business days of Construction Notice to Proceed, Contractor shall indicate methods to be used in a Construction and Demolition Waste Management Plan.

Identify target diversion goal for Project as at least 90%. Include five targeted materials for diversion, where the materials will be taken, and how the facility will process the materials. Prioritize reuse of materials on-site whenever possible.

17.1.3 Submit updated waste reports with each application for payment.

17.2 Construction Vehicle Emissions and Idling.

17.2.1 Prior to commencing demolition or construction activities, CONTRACTOR shall submit an Emissions Tracking Log for approval of all diesel on-road vehicles, non-road construction equipment, and generators to be used on-site, including:

17.2.1.1 CONTRACTOR and subcontractor names and addresses, including a contact person responsible for vehicles and/or equipment.

Exhibit “F” Special Conditions

17.2.1.2 Equipment type, manufacturer, equipment serial number, engine manufacturer, engine model year, engine certification (EPA Tier Emission Rating), horsepower, engine family and serial number, horsepower rating, fuel type, expected fuel usage and hours of operation.

17.2.1.3 For any emission control technology installed, indicate technology type, serial number, make, model, manufacturer, Tier level, installation date and hour-meter reading on installation date.

17.2.1.4 If equipment needs to be brought on site that has not been included on the approved list, contractor shall submit written notification to P&D Sustainability Manager within 24 hours, attesting equipment compliance with all contract conditions and provide information requested in section 23.2.2 and 23.2.3.

17.2.2 Prior to commencing demolition or construction activities, CONTRACTOR shall submit an Idling Reduction Plan, including:

17.2.2.1 Sample signage to communicate vehicle idling limitations.

17.3.2.2 Site plan indicating areas where signage will be posted.

17.3 Commissioning. Incorporate Fundamental Building Systems Commissioning for all mechanical, electrical, plumbing, and renewable energy systems and assemblies. Ensure qualified commissioning authority (CxA) is engaged at the appropriate time and performs requirements in accordance with the USGBC LEED v4 rating standard for Fundamental Commissioning and Verification per Atlanta Code of Ordinances Section 75-26 – Sustainable Development Design Standards, Facility Design Prerequisites. Refer to spec section 01 91 13 for full Commissioning requirements.