Beam Furr (Mayor) * Mark D. Bogen (Vice Mayor) * Nan H. Rich * Steve Geller * Michael Udine *

Lamar P. Fisher * Alexandra P. Davis *

Robert McKinzie * Hazelle P. Rogers

ANNUAL CIVIL REPAIRS AND

MAINTENANCE

Technical Specifications

100% Bidding Documents

Fort Lauderdale / Hollywood International and

North Perry Airports

October 2025

INTENTIONALLY LEFT BLANK

TECHNICAL

SPECIFICATIONS

1 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

TITLE INDEX OF PAGES

GENERAL SPECIFICATIONS

C-100 Contractor Quality Control Program (CQCP)..………………………………….…..C-100-1-8 C-102 Temporary Air and Water Pollution, Soil Erosion and Siltation Control ................ C-102-1-6 G-100 Mobilization, Bonds, Insurance and Maintenance of Traffic ............................... G-100-1-10 P-102 Safety and Security ............................................................................................... P-102-1-6 P-104 Survey and Stakeout ............................................................................................. P-104-1-4 P-105 Temporary Construction Items .............................................................................. P-105-1-2 P-107 Pavement Demolition ............................................................................................ P-107-1-2 P-108 Pavement Surface Milling ..................................................................................... P-108-1-4 P-151 Clearing and Grubbing .......................................................................................... P-151-1-4 P-152 Excavation, Subgrade, and Embankment .......................................................... P-152-1-14 F-162 Chain-Link Fence .................................................................................................. F-162-1-6 T-904 Sodding ................................................................................................................. T-904-1-4 T-905 Topsoil ................................................................................................................... T-905-1-4 L-112 Directional Bore ................................................................................................... L-112-1-10 02713 Potable Water System ........................................................................................ 02713-1-14 015639 Temporary Tree and Plant Protection ................................................................. 015639-1-6

AIRFIELD SPECIFICATIONS

P-153 Controlled Low-Strength Material (CLSM) ............................................................ P-153-1-4 P-154 Subbase Course ................................................................................................... P-154-1-8 P-211 Lime Rock Base Course ....................................................................................... P-211-1-6 P-306 Lean Concrete Base Coarse ............................................................................... P-306-1-10 P-401 Asphalt Mix Pavement ........................................................................................ P-401-1-22 P-404 Fuel-Resistant Asphalt Mix Pavement…………………………………………….. P-404-1-20 P-501 Cement Concrete Pavement ............................................................................... P-501-1-32 P-602 Emulsified Asphalt Prime Coat ............................................................................. P-602-1-4 P-603 Emulsified Asphalt Tack Coat ............................................................................... P-603-1-4 P-605 Joint Sealants for Pavements ............................................................................... P-605-1-6 P-607 Concrete Pavement Patch Repairs ....................................................................... P-607-1-4 P-608 Emulsified Asphalt Seal Coat .............................................................................. P-608-1-10 P-610 Structural Portland Cement Concrete ................................................................... P-610-1-8 P-611 Concrete Pavement Crack Repair and Sealing .................................................... P-611-1-2 P-612 Runway and Taxiway Bridge Structure Expansion Joint ...................................... P-612-1-2 P-620 Runway and Taxiway Marking ............................................................................ P-620-1-10 P-621 Saw-Cut Grooves .................................................................................................. P-621-1-6 D-701 Pipe for Storm Drains and Culverts .................................................................... D-701-1-14 D-751 Maintenance Holes, Catch Basins, Inlets and Inspection Holes ........................ D-751-1-10 D-752 Concrete Culverts, Headwalls and Miscellaneous Drainage Structures .............. D-752-1-4 L-100 General Provisions and Requirements for Electrical Work ................................. L-100-1-16 L-104 General Electrical Safety Requirements and Temporary Airfield Lighting ............ L-104-1-8 L-106 Submittals, Record Documents and Maintenance Manuals ............................... L-106-1-24 L-108 Underground Power Cable for Airports ............................................................... L-108-1-14 L-110 Airport Underground Electrical Duct Banks and Conduits .................................... L-110-1-8 L-111 Airfield Lighting System Testing .......................................................................... L-111-1-10 L-115 Electrical Maintenance Hole and Junction Structures .......................................... L-115-1-8 L-121 Taxiway Lighting Fixtures and Bases ................................................................. L-121-1-10 L-123 Airfield Signage Systems ...................................................................................... L-123-1-8 L-131 Demonstrations, Tests and Performance Verification ........................................ L-131-1-10

2 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS (Continued)

LANDSIDE SPECIFICATIONS

105 Contractor Quality Control General Requirements ................................................... 105-1-2 121 Flowable Fill .............................................................................................................. 121-1-2 160 Stabilizing .................................................................................................................. 160-1-2 200 Rock Base ................................................................................................................. 200-1-2 210 Reworking Limerock Base ........................................................................................ 210-1-2 300 Prime and Tack Coats............................................................................................... 300-1-2 334 Superpave Asphalt Concrete .................................................................................... 334-1-4 347 Portland Cement Concrete- Class NS ...................................................................... 347-1-2 431 Pipe Liner .................................................................................................................. 431-1-2 520 Concrete Gutter, Curb Elements and Traffic Separator ............................................ 520-1-2 522 Concrete Sidewalk and Driveways ........................................................................... 522-1-2 536 Guardrail ................................................................................................................... 536-1-2 556 Jack and Bore ........................................................................................................... 556-1-2 700 Highway Signing ....................................................................................................... 700-1-2 705 Object Markers and Delineators ............................................................................... 705-1-2 706 Raised Retroreflective Pavement Markers and Bituminous Adhesive ..................... 706-1-2 710 Painted Pavement Markings ..................................................................................... 710-1-2 711 Thermoplastic Traffic Stripes and Markings ............................................................. 711-1-2 L-16120 Conductors and Cables .................................................................................... L-16120-1-8 133423 Temporary Prefabricated Guard Booth ............................................................... 133423-1-6

STANDARD DETAILS

G-100-4.9 Low Profile Barricade G-100-4.10 Temporary Edge Lights

P-156-5.4 Turbidity Curtain P-156-5.5 Silt Fence P-501 Concrete Pavement Details ............................................................................................. 1-3 P-607 Concrete Pavement Spall Repair Details P-620 Runway and Taxiway Pavement Marking Details ............................................................ 1-2 P-621 Saw-Cut Grooves

D-751 Concrete Headwall/Endwall for Pipes 18”, 24” 36” & 48” ................... See FDOT Index 250 D-752 Ditch Bottom Inlet ................................................................................ See FDOT Index 233

L-110 Schedule 40 PVC Conduit Direct Buried/Concrete Encased .......................................... 1-2 L-115-5.4 New L-867 16” Dia. Junction Box w/Cover L-121-5.1 New L-861 LED Medium Intensity, Elevated Taxiway Edge Light w/ Base Can L-123 New L-858 Guidance Sign, Size 3, Style 2 or 3, 1 – 4 Module ........................................ 1-2

015639 Temporary Tree and Plant Protection

3 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS (Continued)

In the event that there is a discrepancy between these specifications and the Broward County contract, the Broward County contract shall prevail.

Whenever a material, article or piece of equipment is identified in the solicitation documents, including plans and specifications, by reference to manufacturers’ or vendors’ names, trade names, catalog numbers, or otherwise, any such reference is intended merely to establish a standard. All manufacturers and/or catalog/parts listed are considered an “or Approved Equal” unless determined to be a sole brand/sole source by County. The decision of the equivalent shall be determined in a reasonable manner and at the sole discretion of the County. Refer to Division 1 Substitutions, for products where no substitution is permitted.

4 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

GENERAL

SPECIFICATIONS

BROWARD COUNTY/FAA 150/5370-10H

C-100-1 CONTRACTOR QUALITY CONTROL

PROGRAM (CQCP)

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

ITEM C-100 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)

DESCRIPTION

100-1.0 GENERAL. Where portions of text have been lined through (example) this text has been deleted and does not apply to this project. Where portions of text have been added with bolding and italics (example), this text has been added and is binding to this project. This process is utilized throughout the specifications and contract documents (excluding the plans).

The contractor shall comply with the specified requirements herein, in addition to the latest addition of Federal Aviation Administration (FAA) Standards for Specifying Construction of Airports FAA Advisory Circular 150/5370-10.

100-1.1 Quality is more than test results. Quality is the combination of proper materials, testing, workmanship, equipment, inspection, and documentation of the project. Establishing and maintaining a culture of quality is key to achieving a quality project. The Contractor shall establish, provide, and maintain an effective Contractor Quality Control Program (CQCP) that details the methods and procedures that will be taken to assure that all materials and completed construction required by this contract conform to contract plans, technical specifications and other requirements, whether manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified here and elsewhere in the contract technical specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose.

The Contractor shall establish a CQCP that will:

a. Provide qualified personnel to develop and implement the CQCP.

b. Provide for the production of acceptable quality materials.

c. Provide sufficient information to assure that the specification requirements can be met.

d. Document the CQCP process.

The Contractor shall not begin any construction or production of materials to be incorporated into the completed work until the CQCP has been reviewed and approved by the Resident Project Representative (RPR). No partial payment will be made for materials subject to specific quality control (QC) requirements until the CQCP has been reviewed and approved.

The QC requirements contained in this section and elsewhere in the contract technical specifications are in addition to and separate from the quality assurance (QA) testing requirements. QA testing requirements are the responsibility of the RPR or Contractor as specified in the specifications.

A Quality Control (QC)/Quality Assurance (QA) workshop with the Engineer, Resident Project Representative (RPR), Contractor, subcontractors, testing laboratories, and Owner’s representative must be held prior to start of construction. The QC/QA workshop will be facilitated by the Contractor. The Contractor shall coordinate with the Airport and the RPR on time and location of the QC/QA workshop.

Items to be addressed, at a minimum, will include:

a. Review of the CQCP including submittals, QC Testing, Action & Suspension Limits for Production, Corrective Action Plans, Distribution of QC reports, and Control Charts.

b. Discussion of the QA program.

C-100-2 CONTRACTOR QUALITY CONTROL

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

c. Discussion of the QC and QA Organization and authority including coordination and information exchange between QC and QA.

d. Establish regular meetings to discuss control of materials, methods and testing.

e. Establishment of the overall QC culture.

102-2.0 DESCRIPTION OF PROGRAM.

a. GENERAL DESCRIPTION. The Contractor shall establish a CQCP to perform QC inspection and testing of all items of work required by the technical specifications, including those performed by subcontractors. The CQCP shall ensure conformance to applicable specifications and plans with respect to materials, off-site fabrication, workmanship, construction, finish, and functional performance. The CQCP shall be effective for control of all construction work performed under this Contract and shall specifically include surveillance and tests required by the technical specifications, in addition to other requirements of this section and any other activities deemed necessary by the Contractor to establish an effective level of QC.

b. CONTRACTOR QUALITY CONTROL PROGRAM (CQCP). The Contractor shall describe the CQCP in a written document that shall be reviewed and approved by the RPR prior to the start of any production, construction, or off-site fabrication. The written CQCP shall be submitted to the RPR for review and approval at least 7 calendar days before the CQCP Workshop. The Contractor’s CQCP and QC testing laboratory must be approved in writing by the RPR prior to the Notice to Proceed (NTP).Review of the CQCP including submittals, QC Testing, Action & Suspension Limits for Production, Corrective Action Plans, Distribution of QC reports, and Control Charts.

The CQCP shall be organized to address, as a minimum, the following:

1. QC organization and resumes of key staff

2. Project progress schedule

3. Submittals schedule

4. Inspection requirements

5. QC testing plan

6. Documentation of QC activities and distribution of QC reports

7. Requirements for corrective action when QC and/or QA acceptance criteria are not met

8. Material quality and construction means and methods. Address all elements applicable to the project that affect the quality of the pavement structure including subgrade, subbase, base, and surface course. Some elements that must be addressed include, but is not limited to mix design, aggregate grading, stockpile management, mixing and transporting, placing and finishing, quality control testing and inspection, smoothness, laydown plan, equipment, and temperature management plan.

The Contractor must add any additional elements to the CQCP that is necessary to adequately control all production and/or construction processes required by this contract.

C-100-3 CONTRACTOR QUALITY CONTROL

100-3.0 CQCP ORGANIZATION. The CQCP shall be implemented by the establishment of a QC organization. An organizational chart shall be developed to show all QC personnel, their authority, and how these personnel integrate with other management/production and construction functions and personnel.

The organizational chart shall identify all QC staff by name and function, and shall indicate the total staff required to implement all elements of the CQCP, including inspection and testing for each item of work. If necessary, different technicians can be used for specific inspection and testing functions for different items of work. If an outside organization or independent testing laboratory is used for implementation of all or part of the CQCP, the personnel assigned shall be subject to the qualification requirements of paragraphs 100-03a and 100-03b. The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization.

The QC organization shall, as a minimum, consist of the following personnel:

a. Program Administrator. The Contractor Quality Control Program Administrator (CQCPA) must be a full-time on-site employee of the Contractor, or a consultant engaged by the Contractor. The CQCPA must have a minimum of five (5) years of experience in QC pavement construction with prior QC experience on a project of comparable size and scope as the contract.

Included in the five (5) years of paving/QC experience, the CQCPA must meet at least one of the following requirements:

(1) Professional Engineer with one (1) year of airport paving experience.

(2) Engineer-in-training with two (2) years of airport paving experience.

(3) National Institute for Certification in Engineering Technologies (NICET) Civil Engineering

Technology Level IV with three (3) years of airport paving experience.

(4) An individual with four (4) years of airport paving experience, with a Bachelor of Science

Degree in Civil Engineering, Civil Engineering Technology or Construction.

The CQCPA must have full authority to institute any and all actions necessary for the successful implementation of the CQCP to ensure compliance with the contract plans and technical specifications. The CQCPA authority must include the ability to immediately stop production until materials and/or processes are in compliance with contract specifications. The CQCPA must report directly to a principal officer of the construction firm. The CQCPA may supervise the Quality Control Program on more than one project provided that person can be at the job site within two (2) hours after being notified of a problem.

b. QC Technicians. A sufficient number of QC technicians necessary to adequately implement the

CQCP must be provided. These personnel must be either Engineers, engineering technicians, or experienced craftsman with qualifications in the appropriate field equivalent to NICET Level II in Civil Engineering Technology or higher, and shall have a minimum of two (2) years of experience in their area of expertise.

The QC technicians must report directly to the CQCPA and shall perform the following functions:

(1) Inspection of all materials, construction, plant, and equipment for conformance to the technical specifications, and as required by paragraph 100-6.

C-100-4 CONTRACTOR QUALITY CONTROL

(2) Performance of all QC tests as required by the technical specifications and paragraph100-8.

(3) Performance of tests for the RPR when required by the technical specifications.

Certification at an equivalent level of qualification and experience by a state or nationally recognized organization will be acceptable in lieu of NICET certification.

c. Staffing levels. The Contractor shall provide sufficient qualified QC personnel to monitor each work activity at all times. Where material is being produced in a plant for incorporation into the work, separate plant and field technicians shall be provided at each plant and field placement location. The scheduling and coordinating of all inspection and testing must match the type and pace of work activity. The CQCP shall state where different technicians will be required for different work elements.

100-4.0 PROJECT PROGRESS SCHEDULE. Critical QC activities must be shown on the project schedule as required by Section 80, paragraph 80-03, Execution and Progress.

100-5.0 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals (for example, mix designs, material certifications) and shop drawings required by the technical specifications.

The listing can be developed in a spreadsheet format and shall include as a minimum:

a. Specification item number

b. Item description

c. Description of submittal

d. Specification paragraph requiring submittal

e. Scheduled date of submittal

100-6.0 INSPECTION REQUIREMENTS. QC inspection functions shall be organized to provide inspections for all definable features of work, as detailed below. All inspections shall be documented by the Contractor as specified by paragraph 100-9.

Inspections shall be performed as needed to ensure continuing compliance with contract requirements until completion of the particular feature of work. Inspections shall include the following minimum requirements:

a. During plant operation for material production, QC test results and periodic inspections shall be used to ensure the quality of aggregates and other mix components, and to adjust and control mix proportioning to meet the approved mix design and other requirements of the technical specifications. All equipment used in proportioning and mixing shall be inspected to ensure its proper operating condition. The CQCP shall detail how these and other QC functions will be accomplished and used.

b. During field operations, QC test results and periodic inspections shall be used to ensure the quality of all materials and workmanship. All equipment used in placing, finishing, and compacting shall be inspected to ensure its proper operating condition and to ensure that all such operations are in conformance to the technical specifications and are within the plan dimensions, lines, grades, and tolerances specified. The CQCP shall document how these and other QC functions will be accomplished and used.

C-100-5 CONTRACTOR QUALITY CONTROL

100-7.0 CONTRACTOR QC TESTING FACILITY.

a. For projects that include Item P-401, Item P-403, and Item P-404, the Contractor shall ensure facilities, including all necessary equipment, materials, and current reference standards, are provided that meet requirements in the following paragraphs of ASTM D3666, Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials:

• Equipment Calibration and Checks;

• 8.1.9 Equipment Calibration, Standardization, and Check Records;

• 8.1.12 Test Methods and Procedures

b. For projects that include P-501, the Contractor shall ensure facilities, including all necessary equipment, materials, and current reference standards, are provided that meet requirements in the following paragraphs of ASTM C1077, Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation:

• Test Methods and Procedures

• Facilities, Equipment, and Supplemental Procedures

100-8 QC TESTING PLAN. As a part of the overall CQCP, the Contractor shall implement a QC testing plan, as required by the technical specifications. The testing plan shall include the minimum tests and test frequencies required by each technical specification Item, as well as any additional QC tests that the Contractor deems necessary to adequately control production and/or construction processes.

The QC testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the following:

a. Specification item number (e.g., P-401)

b. Item description (e.g., Hot Mix Asphalt Pavements)

c. Test type (e.g., gradation, grade, asphalt content)

d. Test standard (e.g., ASTM or American Association of State Highway and Transportation Officials (AASHTO) test number, as applicable)

e. Test frequency (e.g., as required by technical specifications or minimum frequency when requirements are not stated)

f. Responsibility (e.g., plant technician)

g. Control requirements (e.g., target, permissible deviations)

The QC testing plan shall contain a statistically-based procedure of random sampling for acquiring test samples in accordance with ASTM D3665. The RPR shall be provided the opportunity to witness QC sampling and testing.

All QC test results shall be documented by the Contractor as required by paragraph 100-9.

C-100-6 CONTRACTOR QUALITY CONTROL

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

100-9.0 DOCUMENTATION. The Contractor shall maintain current QC records of all inspections and tests performed. These records shall include factual evidence that the required QC inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken.

These records must cover both conforming and defective or deficient features, and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the RPR daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed by the

CQCPA.

Contractor QC records required for the contract shall include, but are not necessarily limited to, the following records:

a. Daily inspection reports. Each Contractor QC technician shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations. These technician’s daily reports shall provide factual evidence that continuous QC inspections have been performed and shall, as a minimum, include the following:

(1) Technical specification item number and description

(2) Compliance with approved submittals

(3) Proper storage of materials and equipment

(4) Proper operation of all equipment

(5) Adherence to plans and technical specifications

(6) Summary of any necessary corrective actions

(7) Safety inspection.

(8) Photographs and/or video

The daily inspection reports shall identify all QC inspections and QC tests conducted, results of inspections, location and nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed.

The daily inspection reports shall be signed by the responsible QC technician and the CQCPA.

The RPR shall be provided at least one copy of each daily inspection report on the work day following the day of record. When QC inspection and test results are recorded and transmitted electronically, the results must be archived.

b. Daily test reports. The Contractor shall be responsible for establishing a system that will record all QC test results. Daily test reports shall document the following information:

(1) Technical specification item number and description

(2) Test designation

(3) Location

(4) Date of test

(5) Control requirements

(6) Test results

(7) Causes for rejection

(8) Recommended remedial actions

(9) Retests

Test results from each day’s work period shall be submitted to the RPR prior to the start of the next day’s work period. When required by the technical specifications, the Contractor shall maintain statistical QC

C-100-7 CONTRACTOR QUALITY CONTROL

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

charts. When QC daily test results are recorded and transmitted electronically, the results must be archived.

100-10.0 CORRECTIVE ACTION REQUIREMENTS. The CQCP shall indicate the appropriate action to be taken when a process is deemed, or believed, to be out of control (out of tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the CQCP as a whole, and for individual items of work contained in the technical specifications.

The CQCP shall detail how the results of QC inspections and tests will be used for determining the need for corrective action and shall contain clear rules to gauge when a process is out of control and the type of correction to be taken to regain process control.

When applicable or required by the technical specifications, the Contractor shall establish and use statistical QC charts for individual QC tests. The requirements for corrective action shall be linked to the control charts.

100-11 INSPECTION AND/OR OBSERVATIONS BY THE RPR. All items of material and equipment are subject to inspection and/or observation by the RPR at the point of production, manufacture or shipment to determine if the Contractor, producer, manufacturer or shipper maintains an adequate QC system in conformance with the requirements detailed here and the applicable technical specifications and plans. In addition, all items of materials, equipment and work in place shall be subject to inspection and/or observation by the RPR at the site for the same purpose.

Inspection and/or observations by the RPR does not relieve the Contractor of performing QC inspections of either on-site or off-site Contractor’s or subcontractor’s work.

100-12 NONCOMPLIANCE.

a. The Resident Project Representative (RPR) will provide written notice to the Contractor of any noncompliance with their CQCP. After receipt of such notice, the Contractor must take corrective action.

b. When QC activities do not comply with either the CQCP or the contract provisions or when the

Contractor fails to properly operate and maintain an effective CQCP, and no effective corrective actions have been taken after notification of non-compliance, the RPR will recommend the Owner take the following actions:

(1) Order the Contractor to replace ineffective or unqualified QC personnel or subcontractors and/or

(2) Order the Contractor to stop operations until appropriate corrective actions are taken.

METHOD OF MEASUREMENT

100-13.0 Contractor CQCP will be paid as a lump sum payment as a not-to-exceed amount of $5,000.

BASIS OF PAYMENT

100-14.0 Payment shall be made at the contract unit price (including any maximum allowances or costs) for each item measured and defined herein:

Item C-100-14.1 Contractor CQCP Plan and Testing (Not-to-Exceed $5,000) – Per Lump Sum

REFERENCES

C-100-8 CONTRACTOR QUALITY CONTROL

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

National Institute for Certification in Engineering Technologies (NICET)

ASTM International (ASTM)

ASTM C1077 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM D3665 Standard Practice for Random Sampling of Construction Materials

ASTM D3666 Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials

END OF ITEM C-100

C-102-1 TEMPORARY AIR AND WATER POLLUTION,

SOIL EROSION AND SILTATION CONTROL

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

ITEM C-102 TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND

SILTATION CONTROL

102-1.0 GENERAL. Where portions of text have been lined through (example) this text has been deleted and does not apply to this project. Where portions of text have been added with bolding and italics (example), this text has been added and is binding to this project. This process is utilized throughout the specifications and contract documents (excluding the plans).

The contractor shall comply with the specified requirements herein, in addition to the latest addition of Federal Aviation Administration (FAA) Standards for Specifying Construction of Airports FAA Advisory Circular 150/5370-10.

102-1.1 This item shall consist of temporary control measures as shown on the plans or as ordered by the Resident Project Representative (RPR) during the life of a contract to control pollution of air and water, soil erosion, and siltation through the use of silt fences, berms, dikes, dams, sediment basins, fiber mats, gravel, mulches, grasses, slope drains, and other erosion control devices or methods.

Temporary erosion control shall be in accordance with the approved erosion control plan; the approved Construction Safety and Phasing Plan (CSPP) and AC 150/5370-2, Operational Safety on Airports During Construction. The temporary erosion control measures contained herein shall be coordinated with the permanent erosion control measures specified as part of this contract to the extent practical to assure economical, effective, and continuous erosion control throughout the construction period.

Temporary control may include work outside the construction limits such as borrow pit operations, equipment and material storage sites, waste areas, and temporary plant sites.

Temporary control measures shall be designed, installed and maintained to minimize the creation of wildlife attractants that have the potential to attract hazardous wildlife on or near public-use airports.

All erosion control devices shall be placed outside the safety areas of active runways or object free areas of taxiways. Any erosion control devices located within these areas must be removed prior to re-activation of the runway or taxiway and upon approval of the Engineer.

102-1.2 The Contractor shall be responsible for obtaining any necessary or required permits for haul routes, equipment access points, staging areas, office compounds, materials stockpiles, blending and batch plant areas and operations or other project related activity areas outside the project limits or off site.

102-1.3 The Contractor shall prepare all required documentation, pay all fees and perform all services and work necessary to obtain all permits and approvals from any and all local, state and federal regulatory agencies for the Contractor’s staging, stockpile, blending and batch plant areas and operations. The cost of all permitting shall be subsidiary to other items of work. The Contractor shall submit written documentation that all required permits have been obtained prior to the start of construction and have all permits accessible to the Engineer, Owner or regulatory agency desiring to review said permits.

102-1.4 The Contractor shall develop a Stormwater Pollution Prevention Plan (SWPPP) to supplement the erosion and sedimentation control plans as contained in the drawings. The Plan shall be in strict compliance with the National Pollutant Discharge Elimination System (NPDES) permit issued or approved by the U.S. Environmental Protection Agency (EPA) pursuant to 40 CFR Part 122.6. The Plan shall address all measures to dispose of, control, or prevent the

C-102-2 TEMPORARY AIR AND WATER POLLUTION,

FORT LAUDERDALE-HOLLYWOOD INTERNATIONAL AND NORTH

PERRY AIRPORTS ANNUAL CIVIL REPAIRS AND MAINTENANCE

discharge of solid, hazardous and sanitary wastes to the waters of the U.S. The Plan shall include procedures to control offsite tracking of soil by vehicles and construction equipment and procedures for cleanup and reporting of non-storm water discharges such as contaminated groundwater or accidental spills.

MATERIALS

156-2.1 GRASS. Grass that will not compete with the grasses sown later for permanent cover per Item T-901 shall be a quick-growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area providing a temporary cover. Selected grass species shall not create a wildlife attractant.

Expressly prohibited from use at all times is Millet seed in any combination or percentage with other seeds.

102-2.1 GRASS. Grass that will not compete with the grasses sown later for permanent cover per Item T- 901shall be a quick-growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area providing a temporary cover. Selected grass species shall not create a wildlife attractant.

102-2.2 MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood chips, or other suitable material reasonably clean and free of noxious weeds and deleterious materials per Item T-908. Mulches shall not create a wildlife attractant.

102-2.3 FERTILIZER. Fertilizer shall be a standard commercial grade and shall conform to all federal and state regulations and to the standards of the Association of Official Agricultural Chemists.

102-2.4 SLOPE DRAINS. Slope drains may be constructed of pipe, fiber mats, rubble, concrete, asphalt, or other materials that will adequately control erosion.

102-2.5 SILT FENCE. Silt fence shall consist of polymeric filaments which are formed into a stable network such that filaments retain their relative positions. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life. Silt fence shall meet the requirements of ASTM D6461.

102-2.6 OTHER. All other materials shall meet commercial grade standards and shall be approved by the RPR before being incorporated into the project.

102-2.7 DUST CONTROL. The Contractor shall be responsible for control of dust resulting from construction operations and construction vehicles throughout the duration of construction. Dust must be controlled by all means necessary to prevent the movement of dust from the work site to other areas both on and off the airport.

Prior to commencing the work, the Contractor shall submit a dust control plan. This plan, including all equipment and materials proposed to control the dust shall be reviewed and approved by the Engineer. The Contractor understands that any and all damages and associated costs to airport operations, adjacent properties and the public resulting from the Contractor’s lack of adequate dust control (excluding severe weather events), will be borne solely by the Contractor. Upon a request from the Engineer or BCAD Operations regarding dust control, the Contractor must apply all necessary means required to control the dust to the satisfaction of the Engineer and or BCAD Operations. Water for the project shall be obtained in accordance with the requirements of the General Conditions. Typical methods of controlling dust and other air pollutants may include among others: 1) exposing the minimum area of erodible earth, 2) applying temporary mulch with or without seeding, 3) using water sprinkler trucks, 4) using covered haul

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trucks, 5) using dust palliatives or penetration asphalt on haul roads, or 6) using plastic sheet coverings.

102-2.8 SOIL STABILIZATION MAT. Soil Stabilization mat as specified in the plans shall be installed at the locations called for and shall be paid for by the square yard and shall include all materials, equipment, preparation, excavation, placing of materials and for all equipment, tools and incidentals necessary to complete the installation.

102-2.9 TURBIDITY CURTAIN. Turbidity curtains will meet the requirements of as set forth in the attached detail P-156-5.4 Turbidity Curtain.

CONSTRUCTION REQUIREMENTS

102-3.1 GENERAL. In the event of conflict between these requirements and pollution control laws, rules, or regulations of other federal, state, or local agencies, the more restrictive laws, rules, or regulations shall apply.

The RPR Contractor shall be responsible for assuring compliance to the extent that construction practices, construction operations, and construction work are involved.

No open burning will be permitted.

102-3.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit schedules in accordance with the approved Construction Safety and Phasing Plan (CSPP) and the plans for accomplishment of temporary and permanent erosion control work for clearing and grubbing; grading;

construction; paving; and structures at watercourses. The Contractor shall also submit a proposed method of erosion and dust control on haul roads and borrow pits and a plan for disposal of waste materials. Work shall not be started until the erosion control schedules and methods of operation for the applicable construction have been accepted by the RPR.

102-3.3 CONSTRUCTION DETAILS. The Contractor will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in the plans and approved CSPP. Except where future construction operations will damage slopes, the Contractor shall perform the permanent seeding and mulching and other specified slope protection work in stages, as soon as substantial areas of exposed slopes can be made available. Temporary erosion and pollution control measures will be used to correct conditions that develop during construction that were not foreseen during the design stage; that are needed prior to installation of permanent control features; or that are needed temporarily to control erosion that develops during normal construction practices, but are not associated with permanent control features on the project.

Where erosion may be a problem, schedule and perform clearing and grubbing operations so that grading operations and permanent erosion control features can follow immediately if project conditions permit.

Temporary erosion control measures are required if permanent measures cannot immediately follow grading operations. The RPR shall limit the area of clearing and grubbing, excavation, borrow, and embankment operations in progress, commensurate with the Contractor’s capability and progress in keeping the finish grading, mulching, seeding, and other such permanent control measures current with the accepted schedule. If seasonal limitations make such coordination unrealistic, temporary erosion control measures shall be taken immediately to the extent feasible and justified as directed by the RPR.

The Contractor shall provide immediate permanent or temporary pollution control measures to minimize contamination of adjacent streams or other watercourses, lakes, ponds, or other areas of water impoundment as directed by the RPR. If temporary erosion and pollution control measures are required due to the Contractor’s negligence, carelessness, or failure to install permanent controls as a part of the

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work as scheduled or directed by the RPR, the work shall be performed by the Contractor and the cost shall be incidental to this item.

The RPR may increase or decrease the area of erodible earth material that can be exposed at any time based on an analysis of project conditions.

The erosion control features installed by the Contractor shall be maintained by the Contractor during the construction period.

Provide temporary structures whenever construction equipment must cross watercourses at frequent intervals. Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from concrete mixing operations, and other harmful materials shall not be discharged into any waterways, impoundments or into natural or manmade channels.

The Contractor shall provide equipment wash out areas and these areas will be so constructed and protected to not allow any discharge of silt, fuels, lubricants and other harmful materials into nearby impoundments, ponds or surface water drainage systems.

The Contractor shall periodically inspect the pollution control features at the intervals stated in the approved Pollution Control Plan, and immediately after each rainfall and at least daily during prolonged rainfall and immediately correct any deficiencies. The Contractor shall review the location of pollution control features for effectiveness. If deficiencies exist, the Contractor shall correct as directed by the Consultant.

Remove sediment deposits when the deposit reaches approximately 1/3 of the volume capacity of the sediment control feature, or as otherwise required. Remove all sediment deposits when the sediment control feature is removed. Grade and dress area to restore to preconstruction condition or finish grade as called for on the plans.

Operate and maintain turbidity barriers as required by permit to contain turbidity that may occur as a result of construction operations.

The Contractor shall continuously maintain permanent and temporary pollution control features.

Maintenance shall include periodic watering and mowing of grassed areas. There shall be no additional or separate compensation paid to the Contractor for such work.

If construction is suspended, the Contractor shall inspect, maintain and operate temporary and permanent pollution control features during such suspension. If suspension is part of the project phasing and sequencing plan, or if the suspension is requested by the Contractor, the Contractor shall not be paid additional or separate compensation for the Contractor to inspect, maintain and operate the pollution control facilities.

The Contractor is also responsible for the removal of all temporary erosion/pollution control facilities and the restoration of those sites. This work will include the repair of any trenching for silt fence, removal of all silt build-up, the removal of fencing, barriers and silt bales and the associated stakes and appurtenances, and the placing of seeding or sodding to restore those sites. All inlets, catch basins and manholes constructed for this project shall be cleaned and the new drainage pipes flushed. All materials taken from the facilities or flushed from the new piping system shall be collected by the Contractor and disposed of at a location on-site acceptable to the Consultant.

102-3.4 INSTALLATION, MAINTENANCE AND REMOVAL OF SILT FENCES. Silt fences shall extend a minimum of 16 inches (41 cm) and a maximum of 34 inches (86 cm) above the ground surface. Posts

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shall be set no more than 10 feet (3 m) on center. Filter fabric shall be cut from a continuous roll to the length required minimizing joints where possible. When joints are necessary, the fabric shall be spliced at a support post with a minimum 12-inch (300-mm) overlap and securely sealed. A trench shall be excavated approximately 4 inches (100 mm) deep by 4 inches (100 mm) wide on the upslope side of the silt fence. The trench shall be backfilled and the soil compacted over the silt fence fabric. The Contractor shall remove and dispose of silt that accumulates during construction and prior to establishment of permanent erosion control. The fence shall be maintained in good working condition until permanent erosion control is established. Silt fence shall be removed upon approval of the RPR.

METHOD OF MEASUREMENT

102-4.1 Temporary erosion and pollution control work required will be performed as scheduled or directed by the RPR. Completed and accepted work will be measured as follows:

a. Temporary seeding and mulching will be measured by the square yard (square meter).

b. Temporary slope drains will be measured by the linear foot (meter).

c. Temporary benches, dikes, dams, and sediment basins will be measured by the cubic yard (cubic meter) of excavation performed, including necessary cleaning of sediment basins, and the cubic yard (cubic meter) of embankment placed as directed by the RPR.

d. All fertilizing will be measured by the ton (kg).

e. Installation and removal of silt fence will be measured by the linear foot.

f. Inlet and outlet protection will be measured by each.

g. Soil stabilization mat will be measured by the square yard.

h. Turbidity Curtains will be measured by the linear foot.

102-4.2 Control work performed for protection of construction areas outside the construction limits, such as borrow and waste areas, haul roads, equipment and material storage sites, and temporary plant sites, will not be measured and paid for directly but shall be considered as a subsidiary obligation of the Contractor.

BASIS OF PAYMENT

102-5.1 Accepted quantities of temporary water pollution, soil erosion, and siltation control work ordered by the Engineer and measured as provided in paragraph 156-4.1 will be paid for under:

Item C-102-5.1a Temporary Seeding and Mulching - Per Square Yard (square meter)

Item C-102-5.1b Temporary Slope Drains - Per Linear Foot (meter)

Item C-102-5.1c Temporary Benches, Dikes, Dams and Sediment Basins – Per Cubic Yard (cubic meter)

Item C-102-5.1d Fertilizing - Per Ton (kg)

Item C-102-5.1e Installation and Removal of Silt Fence - Per Linear Foot

Item C-102-5.1f Inlet and Outlet Protection – Per Each

Item C-102-5.1g Soil Stabilization Mat – Per Square Yard

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