LAL_Taxiway_A_Holding_Bay_Project_Manual_IFB.pdf

PROJECT MANUAL:

For the

TAXIWAY A HOLDING BAY

City of Lakeland Bid No. (TBD)

Prepared for:

MARCH 2026

IFB SUBMITTAL

LAKELAND LINDER INTERNATIONAL AIRPORT

TAXIWAY A HOLDING BAY TABLE OF CONTENTS

IFB SUBMITTAL TOC-1

TABLE OF CONTENTS

SPECIAL PROVISIONS

SP 01-1 to SP 01-10 Airport Project Procedures

SP 02-1 to SP 02-6 Project Safety Requirements

SP 03-1 to SP 03-2 Protection of Airport Cables, Controls, NAVAIDS, and Weather

Bureau Facilities

SP 04-1 to SP 04-4 Temporary Facilities

SP 05-1 to SP 05-4 Testing

SP 06-1 to SP 06-1 City of Lakeland Insurance Requirements

SP 07-1 to SP 07-4 Project Schedule Requirements

SP 08-1 to SP 08-2 Schedule of Values

FAA GENERAL PROVISIONS

GP 10-1 to GP 10-8 Definition of Terms

GP 20-1 to GP 20-4 Proposal Requirements and Conditions

GP 30-1 to GP 30-2 Award and Execution of Contract

GP 40-1 to GP 40-4 Scope of Work

GP 50-1 to GP 50-6 Control of Work

GP 60-1 to GP 60-4 Control of Materials

GP 70-1 to GP 70-6 Legal Regulations and Responsibility to the Public

GP 80-1 to GP 80-6 Execution and Progress

GP 90-1 to GP 90-8 Measurement and Payment

FEDERAL CONTRACT PROVISIONS

FCP-1 to FCP-1 Access to Records and Reports

FCP-2 to FCP-2 Affirmative Action Requirement

FCP-3 to FCP-3 Breach of Contract Terms

FCP-4 to FCP-6 Buy American Preference

FCP-7 to FCP-7 General Civil Rights Provisions

FCP-8 to FCP-11 Civil Rights – Title IV Assurances

FCP-12 to FCP-12 Clean Air and Water Pollution Controls

FCP-13 to FCP-13 Contract Work Hours and Safety Standards Act Requirements

FCP-14 to FCP-14 Copeland “Anti-Kickback” Act

FCP-15 to FCP-20 Davis-Bacon Requirements

FCP-21 to FCP-21 Debarment and Suspension

FCP-22 to FCP-22 Disadvantaged Business Enterprises

FCP-23 to FCP-23 Distracted Driving

IFB SUBMITTAL TOC-2

FCP-24 to FCP-24 Energy Conservation Requirements

FCP-25 to FCP-30 Equal Opportunity Clause and Specifications

FCP-31 to FCP-31 Federal Fair Labor Standards Act (Federal Minimum Wage)

FCP-32 to FCP-32 Lobbying and Influencing Federal Employees

FCP-33 to FCP-33 Prohibition of Segregated Facilities

FCP-34 to FCP-34 Occupational Safety and Health Act of 1970

FCP-35 to FCP-35 Procurement of Recovered Materials

FCP-36 to FCP-36 Right to Inventions

FCP-37 to FCP-37 Certification of Offer or/ Bidder Regarding Tax Delinquency and

Felony Convictions

FCP-38 to FCP-38 Termination of Contract

FCP-39 to FCP-40 Trade Restriction Certification

FCP-41 to FCP-42 Veteran’s Preference

TECHNICAL SPECIFICATIONS

The following section contains technical specifications to be utilized on this project.

These technical specifications are based on the Federal Aviation Administration (FAA) Standard Specifications for Specifying Construction of Airports as found in FAA Advisory Circular 150/5370-10H, and specifications developed specifically for this project.

The following terms as they appear in the Technical Specifications shall be defined as follows:

Owner: Lakeland Linder International Airport / City of Lakeland

Design Engineer: AtkinsRéalis Engineer: Owner’s Authorized Representative RPR: Resident Project Representative

FAA Specifications (non-standard specifications are marked with ‘*’)

Item C-100 – Contractor Quality Control Program (CQCP)

Item C-102 – Temporary Air and Water Pollution, Soil Erosion, and Siltation Control

Item C-105 - Mobilization

Item C-110 – Method of Estimating Percentage of Material Within Specification Limits (PWL)

Item P-101 – Removal of Existing Pavements, Fence, and Civil Utilities

Item P-151 – Clearing and Grubbing

Item P-152 – Excavation, Subgrade, and Embankment

Item P-153 – Controlled Low-Strength Material (CLSM)

Item P-154 – Stabilized Subgrade

Item P-211 – Lime Rock Base Course

Item P-401 – Asphalt Mix Pavement

Item P-403 – Asphalt Mix Pavement Base Course

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Item P-602 – Emulsified Asphalt Prime Coat

Item P-603 – Emulsified Asphalt Tack Coat

Item P-608 – Emulsified Asphalt Seal Coat

Item P-610 – Concrete for Miscellaneous Structures

Item P-620 – Runway and Taxiway Marking

Item D-701 – Pipe for Storm Drains and Culverts

Item D-751 – Manholes, Catch Basins, Inlets and Miscellaneous Drainage Structures

Item T-904 – Sodding

Item T-905 – Topsoil

Item L-100** – General Provisions and Requirements for Electrical Work

Item L-104** – General Electrical Safety Requirements and Temporary Airfield Lighting

Item L-105** – Alterations, Removal, and Demolition

Item L-108 – Underground Power Cable for Airports

Item L-110 – Airport Underground Electrical Duct Banks and Conduits

Item L-115 – Electrical Manholes and Junction Structures

Item L-125 – Installation of Airport Lighting Systems

Item L-131** – Demonstrations, Tests, and Performance Verification

Appendices

Appendix A – Construction Safety and Phasing Plan (CSPP)

Appendix B – Geotechnical Boring Logs

END TABLE OF CONTENTS

TAXIWAY A HOLDING BAY SPECIAL PROVISIONS

IFB SUBMITTAL SP 01-1

SECTION 01 AIRPORT PROJECT PROCEDURES

01-01 Permits. Contractor shall be required to procure and pay for all construction permits, arrange for all inspections and similar procedural items as required by the code enforcement authorities having jurisdiction

01-02 Airport Operations. Airport operations shall be maintained throughout this Contract. The Contractor shall in no way curtail or handicap normal operational characteristics of the airport facility except as specifically indicated and specified in these Contract Documents.

01-03 Limits of construction. Any surface graded or disturbed outside the construction limits as shown on the plans will be restored and sodded as directed by the Engineer at the Contractor's expense.

01-04 Construction layout and stakes. Contractor shall employ a Professional Land Surveyor to furnish all lines, grades and measurements necessary for the proper prosecution and control of the work and contracted for under these specifications. The Contractor’s Professional Land Surveyor will establish horizontal and vertical control points only. Contractor is thereafter responsible to maintain these control points for use by subsequent contractors.

01-05 Verification of existing conditions. Prior to bidding and commencing with construction, the Contractor shall familiarize himself as to the existing conditions. Should the Contractor discover any inaccuracies, errors or omissions between the actual existing conditions and the Contract Documents, they shall within seven (7) calendar days prior to Bid Opening, notify the Engineer in writing. Submission of Bid by the Contractor shall be held as an acceptance of the existing conditions by the Contractor

01-06 Safety and protection.

A. Safety: In as much as each work area will be accessible to and used by the public, the Owner and other companies doing business at the Airport during the construction period, it is the Contractor's responsibility to maintain each work area in a safe, hazard free condition at all times. Should the Owner find the area unsafe at any time, they will notify the Contractor, and the Contractor shall stop progress work and take whatever steps necessary to remedy the unsafe condition immediately. Should the Contractor not be immediately available for corrective action, the Owner will remedy the problem and the Contractor shall reimburse the Owner for the expense of such correction.

B. Protection of property: Fixed structures, equipment, paving, landscaping and vehicles (automobiles, trucks, etc.) shall be protected with drop cloths, shielding and other appropriate measures to ensure maximum protection of all property and vehicles.

01-07 Preconstruction conference/job coordination meetings.

A. Preconstruction Conference: Before beginning work at the site, the Contractor shall attend a pre-construction conference and bring with him the superintendent employed for this project. In the event the Contractor is unable to attend, he shall send a letter of introduction with the superintendent in which he advises the superintendent's full name and states that he is assigned to the project, will be on- site full time and will be in full responsible charge. The Contractor shall present the superintendent’s name and qualifications at the Preconstruction Conference.

This conference will be called by the Engineer or Resident Project Representative (RPR), who will arrange for the Owner's representative and other interested parties to be present. At this time, all parties will discuss the project under contract and prepare

IFB SUBMITTAL SP 01-2

a program of procedure in keeping with requirements of the drawings and specifications. The superintendent will henceforth make every effort to expeditiously coordinate all phases of the work, including the required reporting procedure, to obtain the end result within the full purpose and intent of the drawings and specifications for the project.

B. Job Coordination Meetings (JCM): JCM’s will be held weekly at a time and location to be designated at the Preconstruction Conference. The Owner may request additional JCM’s or may require the Contractor to increase the frequency of the JCM’s depending upon the project progress. Additional meetings or changes to the frequency shall not affect the cost of the original contract or entitle the Contractor to additional compensation.

01-08 Administrative/Supervisory personnel. The Contractor shall provide a full-time Project Management Team consisting of a Project Manager, Project Superintendent(s) and other supervisory personnel for the duration of the Project. The names and qualifications of this team for this work shall be submitted to the Owner as part of the Bidder Qualification Form. They shall have a minimum of five (5) years of experience on suitable projects of equal difficulty. The Owner and the Engineer reserve the right to accept or deny the use of the proposed Project Manager and supervisory personnel. Either the Project Manager or the Project Superintendent shall be at the construction site at all periods when work is in progress - this person shall have full authority to act in the Contractor's behalf.

It is agreed and understood that, if requested in writing by the Owner, the Contractor shall replace any member of the team with another meeting the required qualifications within three (3) days of the receipt of the request.

01-09 Special Reports.

A. Reporting unusual events: When an event of an unusual and significant nature occurs at the site, the Contractor shall prepare and submit a special report to the Engineer. List chain of events, persons participating, and response by the Contractor's personnel, an evaluation of the results or effects and similar pertinent information.

Advise the Owner and Engineer as soon as possible when such events are known.

B. Special Reports: Submit special reports directly to the Owner within one day of occurrence. Submit a copy of the report to the Architect/Engineer/RPR and other entities that are affected by the occurrence within one day of the occurrence.

01-10 Changes in the schedule. Copies of the approved schedule shall be posted by the Contractor in the RPR’s field office with completed work identified in colored pencil. Refer to Special Provision 07 for Project Schedule Requirements.

A. Minor Changes: Each week, prior to the weekly coordination meeting during the time of the contract, the Contractor shall notify the Owner’s Representative of any minor changes that are anticipated in the schedule for the following week.

B. Major Changes: If for any reason a major change in the approved schedule is anticipated, the Contractor shall make the necessary changes to the schedule and resubmit the revised schedule for approval.

01-11 Daily clean-up and trash removal. The Contractor shall be responsible for daily clean-up, debris and trash removal. Accumulation of trash and debris will not be allowed and the Architect/Engineer/RPR may at any time direct the Contractor to stop work and immediately remove his trash and debris from the site of the work when in the opinion of the Owner such trash constitutes a nuisance or in any way hinders the work or the Airports operations. It shall not be

IFB SUBMITTAL SP 01-3

allowed to become a hazard to the safety of the public. If the Contractor should fail to remove his trash and debris from the site of the work in a timely manner, the Owner may have this work performed and deduct the cost of such from Contractor's payment.

01-12 Conservation and salvage. It is a requirement for supervision and administration of the work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein. Refer to other sections for required disposition of salvaged materials which are the Owner's property.

01-13 Project Documentation.

A. Project drawings. The successful Contractor(s) will be furnished with an electronic PDF of the plans and specifications.

A field set of drawings and specifications shall remain on the job site at all times and shall be available at all times to the Engineer. The field set shall be continuously updated to reflect the "as-built" condition of all work included in this Contract. The Contractor shall provide evidence that the field set is current at the time of each pay application request.

The Contractor shall immediately include plainly and conspicuously on the field set of drawings, and at appropriate paragraphs in the specifications, all changes or corrections made by addenda and change orders as they are issued.

Approved copies of all shop drawings and other submittals are to be kept on the job site at all times and shall be available at all times to the Engineer.

Changes and deviations from the existing conditions shall be submitted in writing for approval prior to installation. In no case shall any unspecified equipment or materials be installed without prior approval by the Engineer.

B. Monthly aerial photographs.

a. The Contractor shall obtain full color high-resolution digital aerial photographs of the project area a minimum of once per calendar month. Photographs shall be taken professionally by a firm who specializes in providing high quality aerial images and is approved by the Engineer. A minimum of six (6) aerial color photographs shall be obtained each moth of the project to include at least five

(5) oblique views and one (1) vertical view. Contractor shall submit two (2) copies of 8”x10” prints and one (1) CD of digital images in .tif or .jpg format with each pay application. Failure to submit photographs could be considered grounds for denial of the pay application.

b. Provide an additional set of photos for both Substantial Completion and Final Completion of the project if they fall at times off-cycle from the monthly pay applications.

C. Record documents.

a. Definition: Record copies are defined to include those documents or copies relating directly to performance of the work, which the Contractor is required to prepare or maintain for the Owner's records, recording the work as actually performed. In particular, record copies show changes in the work in relation to the way in which work was shown and specified by the original contract

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documents and show additional information of value to the Owner's records but not indicated by the original Contract Documents.

Record copies include newly-prepared drawings (if any are specified), marked-up copies of contract drawings, shop drawings, specifications, addenda and change orders, marked-up product data submittals, record samples, field records for variable and concealed conditions such as excavations and foundations, and miscellaneous record information on work which is otherwise recorded only schematically or not at all

b. Record drawings: The Contractor shall maintain a set of Record Drawings at the job site. These shall be kept legible and current and shall be available for inspection at all times by the Engineer. Show all changes or work added on these Record Drawings in a contrasting color.

1. Mark-up Procedure: During progress of the work, maintain a white-print set (blue-line or black-line) of contract drawings and shop drawings, with mark-up of actual installations which vary substantially from the work as originally shown. Mark whatever drawing is most capable of showing actual physical condition, fully and accurately. Where shop drawings are marked up, mark cross-reference on contract drawings at corresponding location. Mark with erasable colored pencil, using separate colors where feasible to distinguish between changes for different categories of work at the same general location. Mark-up important additional information which was either shown schematically or omitted from original drawings. Give particular attention to information on work concealed, which would be difficult to identify or measure and record at a later date. Note alternate numbers, change order numbers and similar identification. Require each person preparing the mark-up to initial and date the mark- up and indicate the name of the firm. Label each sheet "PROJECT RECORD" in 1-1/2 inch high letters.

In showing changes in the work, use the same legends as used on the original drawings. Indicate exact locations by dimensions and exact elevations by job datum. Give dimensions from a permanent point

2. Preparation of Transparencies: In preparation for certification of substantial completion on the last major portion of the work, review the completed mark-up of record drawings and shop drawings with the Architect/Engineer. The Architect/Engineer will then proceed with preparation of a full set of corrected transparencies for contract drawings. The Architect/Engineer will date each updated drawing and label each sheet "PROJECT RECORD" in 1-1/2 inch high letters.

Printing as required herein is the responsibility of the Architect/Engineer.

3. Copies, Distribution: Upon completion of transparency record drawings, the Architect/Engineer shall prepare three blueline or blackline prints of each drawing, regardless of whether changes and additional information were recorded thereon. The Architect/Engineer shall then organize each of the three copies into manageable sets, bind with durable paper cover sheets, and print suitable titles and dates. The mark-up set of prints maintained during the construction period shall be

IFB SUBMITTAL SP 01-5

bound in the same manner. The Architect/ Engineer will retain one copy set. At the completion of the project, the Architect/Engineer shall submit one set of mylars and one set of prints with changes noted thereon to the Owner.

c. Record Drawings shall contain the names, addresses and phone numbers of the General Contractor and the major subcontractors.

d. The Architect/Engineer shall be the sole judge of the acceptability of the Record Drawings. Receipt and acceptance of the As-Built drawings is a pre-requisite for Final Payment.

D. Record specifications.

a. During the progress of the work, maintain one copy of specifications, including addenda, change orders and similar modifications issued in printed form during construction. Mark-up variations (of substance) in actual work in comparison with text of specifications and modifications as issued. Give particular attention to substitutions, selection of options, and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related record drawing information and product data where applicable. Upon completion of the mark-up, submit to the Architect/ Engineer for the Owner's records. Label the front cover "PROJECT RECORD" in 1-1/2 inch high letters.

b. Where the manual is printed on one side of the page only, mark variations on the blank left-hand pages of the Project Manual, facing printed right-hand pages containing original text affected by variation.

E. Record product data. During progress of the work, maintain one copy of each product data submittal and mark up significant variations in the actual work in comparison with submitted information. Include both variations in product as delivered to site and variations from the manufacturer's instructions and recommendations for installation.

Give particular attention to concealed products and portions of the work which cannot otherwise be readily discerned at a later date by direct observation. Note related change orders and mark-ups of record drawings and specifications. Upon completion of the mark-up, submit a complete set of product data submittals to the Architect/Engineer for the Owner's records. Label each data submittal "PROJECT RECORD" in 1-1/2 inch high letters.

F. Record sample submittal. Immediately prior to the date(s) of substantial completion, the Architect/Engineer and Owner's personnel will meet with the Contractor on site and will determine if any of the submitted samples maintained by the Contractor during progress of the work are to be transmitted to the Owner for record purposes. Comply with the Architect/Engineer's instructions for packaging, identification marking and delivery to the Owner's sample storage space. Dispose of other samples in the manner specified for disposal of surplus and waste materials, unless otherwise indicated by the Architect/Engineer.

G. Miscellaneous record submittals. Refer to other sections of these specifications for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the work. Immediately prior to the date(s) of substantial completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Architect/Engineer for the

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Owner's records. Categories of requirements resulting in miscellaneous work records are recognized to include, but are not limited to, the following:

a. Required field records on excavations, foundations, underground construction, wells and similar work.

b. Accurate survey showing locations and elevations of underground lines, including invert elevations of drainage piping, valves, tanks and manholes.

c. Surveys by a Registered Land Surveyor establishing lines and levels of finished construction.

d. Soil treatment certification.

e. Inspection and Test Reports: Where not processed as shop drawings or product data.

f. Asphalt or PCC concrete pavement or structural mix design record.

g. Concrete block certification.

H. Contractor’s Project Closeout. Contractor’s Project Closeout is hereby defined to include general requirements near end of Contract Time, in preparation for final acceptance, final payment, normal termination of contract, occupancy by the Owner and similar actions evidencing completion of the work. Specific requirements for individual units of work are specified in other sections. Time of closeout is directly related to substantial completion, and therefore may be a single time period for the entire work or a series of time periods for individual parts of the work which have been certified as substantially complete at different dates. The time variation, if any, shall be applicable to other provisions of this section.

I. Prerequisites to Substantial Completion.

a. Prior to requesting the Architect/Engineer's inspection for certification of substantial completion, for either the entire work or portions thereof, complete the following and list known exceptions in request:

1. In the progress payment request coincident with or first following the date claimed, show 100% completion for the portion of work claimed as “substantially completed", or list incomplete items, value of incompletion, and reasons for being incomplete.

2. Include supporting documentation for completion as indicated in the Contract Documents.

3. Submit statement showing accounting of changes to the Contract Sum.

4. Advise the Owner of pending insurance change-over requirements.

5. Obtain and submit releases enabling the Owner's full and unrestricted use of the work and access to services and utilities, including, where required, occupancy permits, operating certificates, and similar releases.

6. Deliver tools, spare parts, extra stocks of materials, and similar physical items to the Owner.

7. Make the final change-over of locks and transmit keys to the Owner and advise Owner's personnel of change-over in security provisions.

IFB SUBMITTAL SP 01-7

8. Complete start-up testing of systems and instructions of Owner's operating-maintenance personnel. Discontinue or change over and remove from the project site, temporary facilities and services, along with construction tools and facilities, mock-ups and similar elements.

b. Inspection Procedures: Upon receipt of the Contractor's request, the Architect/Engineer will proceed with inspection or advise the Contractor of prerequisites not fulfilled. Following initial inspection, the Architect/Engineer will prepare a Certificate of Substantial Completion or advise the Contractor of the work which must be performed prior to issuance of the Certificate and will perform a repeat inspection when requested and assured by the Contractor that the work has been substantially completed. Results of the completed inspection will form the initial "Punchlist" for final acceptance.

J. Prerequisites to final acceptance.

a. Prior to requesting the Architect/Engineer's final inspection for certification of final acceptance as required by the General Provisions, the Contractor shall complete the following and list known exceptions in the request:

1. Submit a certified copy of the Architect/ Engineer's final Punchlist of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, endorsed and dated by the Architect/ Engineer.

2. Submit final meter readings for utilities, measured record of stored fuel, and similar data as of time of substantial completion or when the Owner took possession of and responsibility for corresponding elements of the work.

3. Complete final cleaning up requirements, including touch-up of marred surfaces.

4. Touch up and otherwise repair and restore marred exposed finishes.

b. Re-inspection Procedures: Following Substantial Completion, the Contractor shall correct or remedy all Punchlist items to the satisfaction of the Architect/Engineer and Owner within a one (1) week period after the Date of Substantial Completion. If subsequent inspections are necessary after the one week period in order to eliminate all deficiencies, the cost of all subsequent inspections with respect to the Owner and Engineer's time shall be paid by the Contractor. When ready, the Contractor shall request in writing a final inspection of the work. Upon completion of re-inspection, the Engineer will prepare a Certificate of Final Acceptance or advise the Contractor of work not completed or obligations not fulfilled as required for Final Acceptance. If necessary, the procedures will be repeated.

K. Prerequisites to final payment.

a. Final Payment: Final Payment will be made after final acceptance of the project by the Architect/Engineer and Owner upon request by the Contractor on condition that the Contractor:

1. Furnish properly executed complete releases of lien from all materialmen and subcontractors who have furnished materials or labor for the Work and submit supporting documentation not previously

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submitted and accepted. Include certificates of insurance for products and completed operations where required.

2. Furnish the Contractor's Affidavit of Release of Liens (2 copies) that all materialmen and subcontractors have been paid in full. In the event they have not been paid in full, the Owner shall retain a sufficient sum to pay them in full and at his option may make direct payment as provided in Chapter 84, Florida Statutes, as amended, to obtain complete releases of lien.

3. Furnish Contractor's Affidavit of Debts and Claims (2 copies).

4. Furnish required sets of record drawings and maintenance and operating instructions of new mechanical equipment.

5. Furnish guarantees signed by subcontractors, material suppliers, and countersigned by the Contractor for operating equipment.

6. Submit specific warranties, workmanship-maintenance bonds, maintenance agreements, final certifications and similar documents.

7. Furnish a signed guarantee, in form acceptable to the Engineer and Owner agreeing to repair or replace as decided by the Architect/Engineer, all work and materials that prove defective within one (1) year (or more) from the date of final acceptance, including restoration of all other work damaged in making such repairs or replacements.

8. Furnish Consent of Surety to final payment.

9. Submit updated final statement, accounting for final changes to Contract Sum.

10. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

11. Certify that all Social Security, Unemployment and all other taxes (City, State, Federal Government) have been paid.

12. Provide receipt, as applicable, of affidavits certifying all labor standards of local, State, or Federal requirements have been complied with by the Contractor.

L. Record documents submittals. Specific requirements for record documents are shown in the section, PROJECT RECORD DOCUMENTS. Other requirements are indicated in the General Provisions. General submittal requirements are indicated in "Submittals" sections. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Architect/Engineer's reference during normal working hours.

a. Record Drawings: The Architect/Engineer shall organize record drawing sheets into manageable sets, bind with durable paper cover sheets and print suitable titles, dates and other identification on the cover of each set.

A Record Survey in hard copy and electronic formats (AutoCAD, latest Release) shall be provided by the Contractor to the Engineer. The survey shall be performed in accordance with the latest versions of FAA Advisory Circulars 150/5300- 16, -17 and -18, and any changes thereto.

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b. Record Specifications: Upon completion of mark-ups, submit to the Architect/Engineer for the Owner's records.

c. Record Product Data: Upon completion of mark-ups, submit complete sets to the Architect/Engineer for the Owner's records

d. Record Sample Submittal: Comply with the Architect/ Engineer's instructions for packaging, identification, marking and delivery to the Owner's sample storage space.

e. Miscellaneous Record Submittals: Complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Architect/Engineer for the Owner's records.

f. Maintenance Manuals: Complete, place in order, properly identify and submit to the Architect/Engineer for the Owner's records

M. Closeout Procedures. General Operating and Maintenance Instructions: Arrange for each installer of work requiring continuing maintenance or operation, to meet with the Owner's personnel at the project site to provide basic instructions needed for proper operation and maintenance of the entire work. Include instructions by manufacturer's representatives where installers are not expert in the required procedures. Review maintenance manuals, record documentation, tools, spare parts and materials, lubricants, fuel, identification system, control sequences, hazards, cleaning and similar procedures and facilities. For operational equipment, demonstrate start-up, shut-down, emergency operations, noise and vibration adjustments, safety, economy, efficiency adjustments, and similar operations. Review maintenance and operations in relation with applicable warranties, agreements to maintain bonds, and similar continuing commitments.

01-14 Final cleaning, protection, compliances.

A. Final Cleaning: Provide final cleaning of the work, at the time indicated, consisting of cleaning each surface or unit of work to normal "clean" condition in a manner acceptable to the Engineer and Owner.

B. Removal of Protection: Remove temporary protection devices and facilities which were installed during the course of the work to protect previous completed work during the remainder of the construction period.

C. Compliances: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, bury debris or excess materials on the Owner's property. Do not discharge volatile or other harmful or dangerous materials into drainage systems. Remove waste materials from site and dispose of in a lawful manner.

Where extra materials of value remaining after the completion of the associated work have become the Owner's property, dispose of these as directed by the Owner.

01-16 Payment. Unless provided for as a contract line item, no separate payment shall be made for the local permit and inspection fee requirements stated above. All costs necessary to provide these items or services shall then be included in the cost of Mobilization.

END OF SECTION 01

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SECTION 02 PROJECT SAFETY REQUIREMENTS

02-01 General description.

A. Contractor is advised that this Project will take place at an active airport. During performance of this contract, the airport runways, taxiways, and aircraft parking aprons will remain in use. The Contractor shall not allow employees, subcontractors, suppliers, or any other unauthorized person to enter or remain in any airport area which would be hazardous to persons or to aircraft operations.

B. Contractor is required comply with FAA Advisory Circular (AC) 150/5370-2G, Operational Safety on Airports during Construction, throughout the duration of the Project. Contractor shall obtain a copy of this document from faa.gov and follow where applicable.

C. In accordance with FAA AC 150/5370-2G, the Engineer has prepared a Construction Safety and Phasing Plan (CSPP) to define Project specific safety requirements. A copy of the CSPP is provided as an attachment to this Project Manual. This CSPP will be submitted to the FAA for approval. Any modifications to the CSPP must be coordinated and approved by the Engineer, Owner, and FAA. No deviation or modifications may be made to the approved CSPP unless approved in writing by the Owner or Engineer.

D. In accordance with CSPP, the Contractor is required to complete and submit a Safety Plan Compliance Document (SPCD) prior to the construction Notice to Proceed (NTP).

The SPCD shall conform to requirements found in AC 150/5370-2G, paragraph 2.4.2.

The SPCD shall include a statement certifying the Contractor has reviewed and will comply with the information described in the CSPP. The SPCD must be approved by the Engineer and the Airport prior to the mobilization of any construction equipment to the project site.

E. Contractor is also advised that portions of this Project impact public and/or private roadways. All streets and travel ways shall remain open to the passage of vehicular and pedestrian traffic during the construction period, unless prior written consent is obtained from the Owner and the governing body having jurisdiction over the street or travel way.

F. Contractor will be required to provide maintenance of traffic (MOT) on roadways during portions of the Project where Work impacts said roadways. All MOT shall be in accordance with FDOT Standard Index 600 unless otherwise outlined in the drawings.

G. The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project. The Contractor shall assure that all subcontractors are made aware of the requirements of the CSPP and that they implement and maintain all necessary measures.

H. The Contractor shall give the required advance notice, as indicated in the contract documents or by agreement with the Owner, of his proposed operations to affected police, fire, and other emergency response departments. The Contractor shall give reasonable notice of his proposed operations to owners and tenants of private properties which will be affected by the construction operations.

I. See the Plans for additional information related to safety during construction, including a project work areas plan showing where various safety requirements apply.

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02-02 Access to the work.

A. Access to the Work shall be via the access routes designated in the Plans. The Contractor shall identify access routes with suitable signs, barricades and similar equipment. The entire access route and construction site shall be kept free and clean of debris at all times and maintained in good repair by the Contractor. All damage to the access route caused by the actions of the Contractor or his agents shall be immediately repaired to the satisfaction of the Owner.

B. The Contractor shall consult with governing authorities and establish thorough fares which shall be used as haul routes and site access. The Contractor shall confine construction traffic to designated haul routes. The Contractor will be required to provide traffic control at critical points of haul routes to expedite traffic flow and minimize interference with normal public traffic. Where required by governing authorities, the Contractor shall prepare and submit traffic control plans for approval by both the Owner and the governing authority prior to commencement of work.

C. No other access to the Work site will be permitted without written approval by the Owner and Engineer. Contractor's vehicles and equipment, including vehicles and equipment of the subcontractors and others coming under the Contractor's control, will not be permitted to traverse other airfield areas or pavements without written approval of the Owner and Engineer. Contractor's vehicles, equipment and materials may be stored in the area designated on the Plans. Personal services, such as canteen trucks, will not be permitted beyond the Contractor staging area and drivers of vehicles being operated beyond this area shall be subject to loss of permission to enter the construction site.

D. Contractors shall inspect all construction and storage areas as often as necessary to be aware of conditions, and promptly take all steps necessary to prevent/remedy any unsafe or potentially unsafe conditions or activities discovered.

E. The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the airport. No operating runway, taxiway, or operations area shall be crossed, entered, or obstructed while it is operational. The Contractor shall plan and coordinate his/her work in such a manner as to insure safety and a minimum of hindrance to flight operations.

F. Upon completion of the Work, any temporary access routes and storage areas shall be cleaned up and returned to their original condition to the satisfaction of the Owner.

02-03 Barricades, warning signs, and hazard markings.

A. The Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated.

B. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office).

C. With respect to his/her own operations and the operations of all his/her subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; vehicles; storage areas; and any work

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area or condition that may be hazardous to the operation of aircraft, fire-rescue equipment, or maintenance vehicles at the airport).

D. Contractors shall inspect all construction and storage areas as often as necessary to be aware of conditions, and promptly take all steps necessary to prevent/remedy any unsafe or potentially unsafe conditions or activities discovered.

E. The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the airport. No operating runway, taxiway, or operations area shall be crossed, entered, or obstructed while it is operational. The Contractor shall plan and coordinate his/her work in such a manner as to insure safety and a minimum of hindrance to flight operations.

F. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to FAA AC 150/5370-2G and the CSPP.

02-04 Limitation of Operations.

A. The Contractor shall control his/her operations and the operations of his/her subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft and support vehicles in the operations areas of the airport.

B. When the work requires the Contractor to conduct his/her operations within an operations area of the airport, the work shall be coordinated with the Airport (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an operations area until so authorized by the Engineer and until any necessary temporary marking, barricades, and associated lighting is in place as required.

C. When the contract work requires the Contractor to work within an operations area of the airport on an intermittent basis (intermittent opening and closing of the operations area), the Contractor shall maintain constant communications as required;

immediately obey all instructions to vacate the operations area; immediately obey all instructions to resume work in such operations area. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the operations area until the satisfactory conditions are provided.

D. All Contractor equipment and material stockpiles shall be stored a minimum or 500 feet from the centerline of an active runway. No equipment will be allowed to park within the approach area of an active runway at any time. No equipment shall be within 200 feet of an active runway at any time.

E. If the Owner notifies the Contractor or his superintendent of any hazardous construction practices, all operations in that area shall be discontinued and immediate remedial action shall be taken to the satisfaction of the Owner before work is resumed.

02-05 Opening sections of the work to traffic.

A. Should it be necessary for the Contractor to complete portions of the contract work for the beneficial occupancy of the Owner prior to completion of the entire contract, such “phasing” of the work shall be specified herein and indicated on the plans.

When so specified, the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified.

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B. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work and shall not constitute either acceptance of the portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his/her expense.

C. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work.

02-06 Notices to airmen (NOTAMS).

A. Before actual commencement of construction activity, Contractor shall (through airport management) give notice (using the Notice to Airmen (NOTAM) system) of proposed time and date of commencement of construction in such areas. Should the Contractor have reason to believe that a NOTAM is missing, incomplete or inaccurate, he/she shall notify the responsible airport person immediately. A minimum of 72 hours' notice of requested closing shall be directed to the Engineer or RPR who will coordinate the request with the Airport Manager.

B. Upon completion of work and return of all such areas to standard conditions, Contractor shall (through airport management) issue notice (using the NOTAM system) of completion of construction.

02-07 Landside maintenance of traffic.

A. Maintenance of Traffic shall be in accordance with FDOT Standard Plans for Road Construction unless otherwise outlined in the drawings.

B. Maintenance and protection of traffic materials shall be provided in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) and any provisions contained in the plans or the contract documents. The traffic maintenance schemes shown in the MUTCD describe the minimum methods and control devices necessary. The Owner may order additional devices and/or methods to meet field conditions. No additional payment will be made for additional devices ordered.

C. The Contractor shall provide signs, signals, barricades, flares, lights, and all other equipment, service, and personnel necessary to regulate and protect traffic and warn of hazards. The Contractor shall remove temporary equipment and facilities when no longer required, and restore area to original or specified conditions upon removal.

D. When crossings, obstructions, or the temporary closures of street or travelway are required, the Contractor shall provide and maintain suitable detours or other temporary measures, all of which must be to the satisfaction of the Owner, for the accommodation of traffic. The duration of the operation shall be for the minimum time practical. Traffic shall be restored as soon as the street or travelway is safely passable.

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E. Work zones on opposite sides of the road shall not overlap. A work zone is defined as that area in which traffic is restricted because of construction activities, or that area which involves a drop-off within 10 feet of the edge of pavement.

F. The Contractor shall delineate areas where there is a drop-off near the edge of the traveled way and areas on which it is unsafe to travel. The provisions for delineation shall be as approved by the Owner, and the governing body having jurisdiction over the street, travelway, or site.

G. Excavations that produce drop-offs on both sides of the traveled way at the same time shall not be permitted.

H. Reflectorized plastic drum delineators shall be used along embankments and at other hazardous locations determined by the Owner. Delineators shall remain in place until satisfactory protection is provided. Delineators shall be spaced at a distance not to exceed 50 feet, or as directed by the Owner.

I. The Contractor shall provide 1-inch steel plates to provide for traffic movement over narrow, open excavations. Excavations made for the installation of the pipes will be backfilled at the close of each day.

J. No material is to be stored on the shoulder or within the 20-foot roadside clear area except that which is to be placed that day.

K. The roadside clear area is a strip along the length of the road extending 20 feet from the edge of the travel lane.

L. Construction equipment shall be removed from the roadside clear area of all highway pavement during the hours that the Contractor is not working. This requirement shall not be limited to the contract limits.

M. Safe and adequate ingress and egress to and from intersecting highways, homes and commercial establishments shall be provided and maintained at all times to the satisfaction of the Owner.

N. The Contractor shall give the required advance notice, as indicated in the contract document or by agreement with the Owner, of his proposed operations to affected police, fire, and other emergency response departments. The Contractor shall give reasonable notice of his proposed operations to owners and tenants of private properties which will be affected by the construction operations.

02-08 Landside maintenance of traffic.

A. Contractors shall be aware of the following conditions which are potentially hazardous and take necessary precautions for safety:

a. Mounds or piles of earth, construction materials, temporary structures, or other objects in vicinity of any traffic areas.

b. Vehicles or equipment (whether operating or idle) in traffic areas.

c. Vehicles, equipment, excavations, stockpiles, or other materials which could degrade or otherwise interfere with electronic signals from radios or electronic navigational aids.

d. Unmarked utility, NAVAID, weather service, runway lighting, or other power or signal cables that, could be damaged during construction.

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e. Objects (whether marked or flagged or not) or activities anywhere on or in the vicinity of airport which could be distracting, confusing, or alarming to pilots during aircraft operations.

f. Unflagged/unlighted low visibility items (such as tall cranes, drills, and the like) anywhere in the vicinity of active runways, or in any approach or departure area.

g. Water, snow, dirt, debris, or other transient accumulation which temporarily obscures pavement marking, pavement edges, or derogates visibility of marking or lighting, or of construction and maintenance areas.

h. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of airport.

i. Trash or other materials with foreign object damage (FOD) potential.

j. Inadequate fencing or other marking to separate construction or maintenance areas from open aircraft operating areas.

k. Failure to control vehicle, human, and large animal access to open…