ITB_ENG250564_Terminal_Apron_Rehabilitation_-_OCF_Ocala_International_Airport_-_Exhibit_F_-_General_Requirements.pdf

GENERAL

REQUIREMENTS

BID DOCUMENTS

CRACK REPAIR &

SEALING RUNWAY 18/36

AT OCALA INT. AIRPORT

Exhibit F- General Requirements CONTRACT# ENG/250564

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Section 01010

Summary of Work

PART 1 - GENERAL

1.1 RELATED DOCUMENTS: Contract Drawings, General Provisions, Supplementary Conditions, General Requirements, and other Special Provisions and Specifications apply to work of this section.

1.2 CONTRACT DOCUMENTS: Indicate the work of the Contract and related requirements and conditions that have an impact on the project. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following:

A. Existing site conditions and restrictions on use of the site.

B. Mandatory staging/sequencing.

C. Requirements for partial utilization of various elements prior to substantial completion of the work.

D. Work to be performed concurrently by the Owner.

1.3 SUMMARY BY REFERENCES: Work of the Contract can be summarized by references to the Contract, General Provisions, Supplementary Conditions, Specifications, Drawings, and Addenda and Modifications to the contract documents issued subsequent to the initial printing of this Project Manual, including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the contract documents.

1.4 CONSTRUCTION PHASING: To minimize the impact to aircraft operations and airfield tenants, and to avoid construction during adverse weather seasons, the Contract shall be completed in phases as specified hereinafter as described on the plans. Each phase of the Contract shall be completed within the contract time as specified herein.

1.5 CONSTRUCTION TIME:

A. Time Schedule: The work as described by the contract specifications and as shown on the plans shall be completed and ready for use by the Owner as advertised after the date of Notice-to- Proceed. The time schedule for completion of this project is critical and liquidated damages as prescribed in the Contract will be enforced.

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B. Material Delivery: Upon approval of the bid and securing the necessary funding by Owner, FDOT and FAA, the Engineer will issue a Notice-of-Award. The Contractor shall use this time for submittals of items of long lead times. No materials shall be ordered without an approved submittal. The Contractor shall furnish documentations confirming order date and material delivery date.

1.6 LIQUIDATED DAMAGES:

A. Owner and Contractor recognize that time is of the essence and that Owner will suffer financial loss if the work is not substantially complete in accordance with the time(s) specified herein.

They also recognize the delays, expenses and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by Owner if the work is not completed on time.

Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner the daily rate stipulated in the Okaloosa County Standard Clauses contained in the Front End Documents section of the Project Manual for each phase shown in the Liquidated Damages Schedule below.

B. Contractor further understands and hereby expressly agrees that in addition to liquidated damages specified hereinafter, to pay the Owner the actual costs to Owner for any inspector or inspectors necessarily employed by Owner on the work and the actual costs to Owner for the Engineer’s observation of construction and project representative services including all travel and subsistence expenses after the date specified for Project completion until the work is completed and ready for final payment. Further, the Contractor agrees that the sums to be paid the Owner may be deducted from the sum due the Contractor for work performed as provided in Section 90 of the General Provisions.

1. LIQUIDATED DAMAGES SCHEDULE

Refer to Section 80.08 of General Provisions.

C. The Contractor shall complete all inspection punch list items and final pavement markings determined by the Owner and the Engineer within 30 consecutive calendar days from the date of the Substantial Completion inspection. Failure to do so will result in liquidated damage equal to the daily rate.

1.7 CONCURRENT WORK BY OWNER:

A. Overlapping Work: The work to be performed may overlap work by others to be performed concurrently. Each Contractor shall coordinate and schedule his work with the knowledge that each may be working the same area simultaneously. Each Contractor will be expected to cooperate with the Engineer, Owner, and other Contractors in the completion of the work.

B. Disputes: The Engineer, whose decision will be final, will decide any disputes arising between the Contractors.

C. Coordination: Contractors shall coordinate their schedules and work activities very closely, including holding weekly meetings in the presence of the Engineer’s onsite representative.

Contractors must cooperate with each other, including working around each other’s work activities. Potential delays as a result of lack of coordination will not be considered grounds for claim for additional time extensions and/or additional compensations.

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1.8 CONTRACTOR USE OF PREMISES:

A. Use of the Site: The Contractor shall confine his operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction.

B. Open Passage: Keep existing drives, entrances, and air operations areas designated to remain open, clear, and available to the Owner, his employees and the public at all times. Do not use these areas for parking or storage of materials.

C. Storage: Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas indicated. If additional storage is necessary, obtain Engineer's approval.

D. Vehicle/Equipment Security: Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place.

1.9 WORK RESTRICTION:

A. NAVAID Areas: During the time of construction, the Contractor may be restricted from working in or around certain essential electronic navigational aids necessary to the safe operation of the airport. The Contractor is hereby notified that the Engineer may restrict construction operations in those areas closest to the active runway and taxiways.

B. Radio Communication: Contractor shall maintain two-way radio communication with the Airport air operations personnel, on their frequency, at all times during construction. Contractor shall have a working radio on site at all times during construction and shall assign responsible personnel, including flagmen, to continuously monitor the radio. All radios shall be as specified in Section 01510.

C. Notice to Airmen (NOTAMS): The Contractor shall provide the necessary information on construction conditions so that the Owner can advise the Flight Service Station to issue a NOTAM in accordance with established criteria. All requests for NOTAMS for taxiway closures shall be made at least 48 hours in advance (not including weekends) by the Contractor to the Engineer. All requests for closure of a runway or for moving into a phase that requires the closure of a Navaid shall be made at least 7 days in advance (not including weekends) by the Contractor to the Engineer.

D. Turf Restoration: All non-paved areas that are disturbed by the Contractor's work, staging area, haul roads, etc. shall be reseeded and restored to original condition by the Contractor. Except where otherwise specified, there will be no separate pay item for this work; it will be considered incidental to and included in the price bid for Item C-105, Mobilization.

E. Security: Contractor shall provide security within his construction area and shall keep all unauthorized personnel out.

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F. Haul Route on Airfield Pavement: Contractor will not be allowed to use any of the existing runways, taxiways, or aprons as part of the haul road unless authorized in writing by the Engineer.

G. Access Points: All construction traffic shall enter and exit the project area only through the project access point(s) shown on the plans or approved by the Engineer. Contractor will be responsible for security of entrance gates under use by him/her.

H. Construction Stakeout: The Contractor shall perform construction stakeout in accordance with Article 50-06 of the General Provisions and item 02000 construction layout.

I. Haul Route: The Contractor shall be responsible for establishing haul routes suitable for supporting all necessary transportation and construction equipment for the duration of the project. Any existing roads or other areas that are used as part of the haul route shall be restored to their original condition after completion of the project. The Contractor will be responsible for all clean-up operations of debris that may be on the haul route and for watering and/or other dust preventive measures to preclude fugitive dust from affecting buildings, occupants, or airfield operations. No separate payment will be made for seeding or mulching, or pavement restoration; such costs will be incidental to and included in the price bid for Item C-105, Mobilization.

J. Airfield Safety Devices: Contractor shall maintain all airfield safety devices such as staked limit lines for the duration of the project as required. Damaged stakes or flagging shall be replaced immediately.

K. Vehicular Markings and Lighting: All vehicles and equipment used on the airfield shall meet airport requirements for marking and lighting.

L. Contacts During Non-Working Hours: For the duration of the project, the Contractor shall designate a list of authorized individuals in a prioritized order, to be on 24 hour call, and these individuals shall be equipped with a beeper and cellular phone. These individuals shall be able to respond to any situation arising out of the performance of the work on this project, particularly during nighttime hours, and shall respond and be on the project site within one hour after the phone call or beep.

M. Airfield Pavement Cleanup: The Contractor shall promptly clean any and all debris arising from the project work that is left on operational airfield pavement. The Owner may remove any debris attributable to the Contractor found to be a hazard to aircraft. A fee of $250/hour will be assessed to the Contractor for all such cleaning and will be deducted on the next Contractor pay request.

1.10 COORDINATION: The work of this Contract includes coordination by the Contractor of the entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods.

1.11 PARTIAL OWNER OCCUPANCY OR USE: The Owner reserves the right to use completed and accepted work provided such use does not interfere with completion of other work. Such use will not affect warranty stipulations addressed elsewhere in the contract documents.

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PART 2 - PRODUCTS (Not Used.)

PART 3 - EXECUTION

3.1 MEASUREMENT AND PAYMENT: Except as otherwise specified, no separate measurement or payment will be made for work set forth in this section; such costs will be considered as incidental to and included in the price for Section C-105, Mobilization, or other items as appropriate.

END OF SECTION 01010.

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SECTION 01030-AIRPORT PROJECT PROCEDURES

PART 1 - GENERAL

1.1 INTRODUCTION: This project will include Contractor operations within or near active Air Operations Areas (AOA). The Airport will conduct normal aircraft operations during the course of this project, subject to certain restrictions called out in this section or elsewhere in the specifications. Therefore, to provide for the security and safety of Airport users and the Contractor's forces, as well as to minimize interruptions to aircraft operations, the Contractor shall limit his work within the areas designated and conduct his operations as specified.

1.2 Any fines or assessments levied against the Sponsor as a result of unauthorized intrusions in the AOA or other violations by the Contractor's personnel or those of his subcontractors will be passed on to the Contractor. In addition, the Contractor will be subject to a fine of $1,000.00 per incident, assessed by the Sponsor.

1.3 AIR OPERATION AREA (AOA) SAFETY REQUIREMENTS:

A. Barricades: Existing runways, taxiways and aprons outside the limits of construction shall be separated from construction areas with barricades as shown on the plans and described in Section 01530.

B. Radio Communication: The Contractor shall monitor the Airport 2-way UNICOM radio frequency (121.4 MHZ) at all times during construction, and shall remain clear of the runway approach and obstacle free zones during aircraft operations. Contractor shall have a working radio as specified in Section 01510 on site at all times during construction and shall assign responsible personnel to continuously monitor the radio. The contractor will monitor Ocala CTAF 119.25 in the event of an accidental or emergency landing.

C. Runway and Taxiway Closures: Only the Owner will make Closures of runways and taxiways. The Owner shall contact the appropriate FAA Flight Service Station prior to issuing the Notice-to-Proceed so that a Notice-to-Airmen (NOTAM) for runway or taxiway closure can be issued in accordance with established criteria. Construction operations within the runway or taxiway safety zone shall not begin until the Contractor receives clearance from the Owner and Engineer assuring that the adjoining runway or taxiway has been closed.

1.4 CONSTRUCTION SAFETY REQUIREMENTS:

A. General:

1. Safety Officer: The Contractor is required to employ a Safety Officer who will be the liaison between the Contractor, the Engineer and the Owner in all safety related matters for the duration of the project. The Safety Officer shall be on call 24 hours per day for emergency maintenance of airport hazard lighting, barricades, and other safety features.

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2. Protection of Utilities: The Contractor shall be responsible for field marking and protecting all utilities within the construction limits.

3. Storage of Equipment, Vehicles, and Materials: All equipment, vehicles, and materials must be stored in the designated storage or staging area or in areas acceptable to the Engineer.

4. Vehicular Markings: Contractor vehicles and equipment shall be marked with checkered flags and lighted with flashing beacons to comply with requirements of FAA AC 150/5210- 5D. All vehicles and equipment shall display 3’ x 3’ flags, orange and white “checkerboard” pattern, with the squares being 1’ x 1’ each. All vehicles and construction equipment working during the night shall be equipped with an amber colored rotating beacon light.

5. Construction Methods Limitation:

a. No open flames or burning will be allowed on Airport property except as specifically authorized by the Engineer in writing.

b. Stockpiled material shall be constrained in a manner to prevent displacement by jet blast, prop blast, or wind, and shall be kept to a height that will not penetrate FAR Part 77 imaginary air space.

6. Safety and Accident Protection:

a. The Contractor shall comply with all applicable federal, state, and local laws, ordinances, and regulations governing safety, health, and sanitation; shall provide barricades; and shall take any other needed actions, on his own responsibility, that are reasonably necessary to protect the life and health of employees on the job, the safety of airport users, the safety of moving and parked aircraft, and other property during the performance of the work.

b. The Safety Officer's duties shall include accident prevention.

7. Navigational Aids: Airport navigational aid critical areas are shown on the drawings or will be indicated by the Engineer. The Contractor shall not enter these areas without the Engineer's approval.

8. FAA Advisory Circular: Except as otherwise specified, FAA AC 150/5370-2G and all its references shall be used in maintaining airport operational safety during construction. A copy of this Advisory Circular is attached.

B. Runway and Taxiway Safety Zones:

Limitations: When necessary, to accomplish construction in areas adjacent to runways and taxiways, the construction equipment, vehicles, and men are authorized to operate without interruption within the project limits, except within the following areas and as specified otherwise:

a. Distance from runway centerline or runway end

1) - Within 250 feet (Runway 18-36).

2) – Within 75 feet (Runway 8-26).

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C. Obstructions to Navigation:

1. Violation of Safety Zone Surfaces: Penetration of equipment, vehicles, materials, or men into the safety zones and approach surfaces requires the preparation and distribution of Notices to Airmen (NOTAM) in advance to the actual penetration.

2. Scheduling: When part of the work in this project is in violation of FAR Part 77, the clearance distance requirements from runway and taxiway edges shall be incorporated into the construction sequence schedule. At no time shall the construction limits of the area under construction violate the safety zones without prior notification to and approval by the Engineer.

3. Coordination and Communication: Work within and adjacent to active AOAs shall be coordinated with the Engineer prior to commencement of the activity. The construction superintendent and the resident inspector, both of which shall be in constant radio contact with ATC, shall accompany work crews in these areas.

1.5 N/A SAFETY PLANNING: The Contractor shall integrate and maintain requirements of airport operational safety into each planning and work schedule. The Contractor's Safety Officer shall continuously monitor all planning schedules and work underway for compliance to AC 150/5370-2 (Latest Edition); and shall maintain vigilance to detect areas needing attention due to oversight or altered construction activities. Airport operational safety during construction will be on the agenda at the preconstruction conference and each coordination and progress meeting.

1.6 SECURITY REQUIREMENTS: The Contractor has the responsibility for maintaining control of the access gates or any other entrance to the AOA. The Contractor may utilize a gate guard or install an automatic operated gate controller with limited access with numeric keypad. The Contractor may be required to erect temporary fencing to protect the AOA during construction.

The Contractor's method of maintaining security shall be set forth in his Security Plan and shall comply with the airport’s rules and regulations concerning work in the airport restricted areas.

There will be no separate measurement or payment for gate guards or temporary fencing required maintaining the integrity of the AOA.

1.7 TEMPORARY RELOCATED AND DISPLACED THRESHOLDS: N/A

1.8 BARRICADES: N/A

1.9 RUNWAY AND TAXIWAY CLOSURES:

A. When a runway is required to be closed during any phase of the work and aircraft must access another runway during this period, at least one taxiway serving the air carrier apron and one taxiway serving the general aviation apron must remain open for this purpose at all times. The Contractor shall schedule his work to provide continuous access as described above. Barricades and/or closed taxiway markers shall be placed as directed by the Engineer.

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B. The Contractor shall coordinate and schedule runway closures and temporary relocation of any runway threshold with Owner through Engineer before closure is required so that Owner can issue appropriate NOTAMS.

C. Runway closures shall be scheduled in advance. Contractor shall identify taxiway closures with barricades and by covering taxiway lights within the closure limits. Remove barricades and covers when no longer needed or as directed by Engineer.

PART 2 - PRODUCTS

2.1 BARRICADES AND CLOSED RUNWAY MARKERS: Barricades and Closed Runway Markers, when required, shall be constructed as specified in Section 01530.

2.2 TEMPORARY RELOCATED (OR DISPLACED) THRESHOLD:

N/A

2.3 RUNWAY NUMBER COVERS: N/A

PART 3 - EXECUTION

3.1 LIMITATION OF CLOSURES: Only the Owner will make Airfield pavement closures. The Contractor shall request the closure through the Engineer from the Owner.

3.2 BARRICADE AND CLOSED RUNWAY MARKERS INSTALLATION: Install barricades and closed runway markers at locations shown on the drawings and where, directed by Engineer.

Anchor barricades and closed runway markers as specified in Section 01530. Maintain barricades and closed runway markers until removal is directed by Engineer. Barricade batteries shall be checked daily to insure adequate operation of the flashers during the night. Replace batteries as required. Upon removal of barricades and closed runway markers, repair any damage to pavement or surrounding area caused by barricades and closed runway markers.

3.3 TEMPORARY RELOCATED OR DISPLACED THRESHOLD:

A. Painted markings shall be applied after the runway has been closed to aircraft operations.

Concurrent with the application of paint will be the placement of the barricades as shown on the plans. Edge lighting shall be adjusted as shown on the plans.

B. The Contractor shall coordinate the temporary relocation of the thresholds with the Owner and Engineer and shall not perform this work until authorized by the Engineer.

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3.4 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work.

END OF SECTION 01030

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SECTION 01035

NIGHTTIME CONSTRUCTION OPERATIONS

PART 1- DESCRIPTION

01035-1.1 OVERVIEW No men or equipment are permitted within the safety area of any pavement open to aircraft traffic. Therefore, work abutting or adjacent to open pavements requires closure of said pavement and strict requirements about closure procedure, work zone safety, pavement clean-up, inspection, and temporary restoration of slopes and drop offs before opening. For operationally critical areas of the airport where daytime closure is highly impactful, night work shall be required with pavements open to traffic during the day. This item establishes the requirements for the nighttime construction operations of this project.

01035-1.2 ADJACENT AREAS TO OPENED DURING THE DAY N/A

01035-1.3 ACTIVE AREAS TO BE OPENED TO TRAFFIC EACH DAY Plans sheet G1.3 include areas that show rehabilitation of the apron in front of the terminal building. These areas are referred to as “Night work”. Improvements to these pavements must be completed at night and opened to traffic during the day. Work generally consists of milling existing pavement, overlay, stripping and underground electrical work.

01035-1.4 TIME CRITICAL AREAS Plan sheets G1.3 show the rehabilitation of the apron area in front of the terminal building. This area is referred to as “Night Work” on the Phasing Plans. The condensed schedule may require the contractor to do additional crew at night work. If so, the provisions included in this section shall apply.

01035-1.5 REFERENCE DOCUMENTS

-Operational Safety on Airports During Construction-Ac 150/5370-2G.

-Airport Safety Self Inspection-Ac 150/5200-18C.

-Painting, Marking and Lighting of Vehicles Used on Airports-Ac 150/5210-5C.

-Standards for Airport Markings - Ac 150/5340 – 1M -Federal Aviation Regulations, Part 139

PART 2- EQUIPMENT

01035-2.1 STAND-BY EQUIPMENT. The Contractor shall have stand-by equipment at the construction site for all types of work to be performed during nighttime construction. The type and amount of stand-by equipment will be that which is necessary for completion of the work period should any piece of equipment break down, e.g. Sealing truck, sweepers, distributor truck, sawing machine, backhoes, etc.

Provision shall be made for a standby asphalt production plant or sufficient storage bins to provide enough material to reopen the closed facility should the primary plant break down. Standby equipment may be used for construction to improve productivity, but the Contractor will be required to properly repair or replace broken equipment before being allowed to proceed with the next work period. Stand-by equipment shall be listed on the equipment log required by the specifications.

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Provisions shall be identified for standby asphalt production plants or for sufficient hot storage bins to provide enough material to continue paving or to reopen the construction area to aircraft operations should the primary plant or plants break down. Additionally, for the remaining equipment, standby equipment should be available in the following amounts:

Regular Equipment Used Standby Equipment Available

1 – 6 units 1 unit 7 or more units 2 units

Contractor shall provide a list of standby equipment with his bid proposal. A separate list shall be provided for off-peak (nighttime) and the continuous paving period.

Should it become necessary, for the Owner to assist the contractor with cleanup operations due to time constraints, the cost of such cleanup will be charged against the contractor and be deducted from the Contractor’s next request for monthly payment.

01035-2.2 OBSTRUCTION LIGHTING AND BARRICADES. The Contractor will be required to have on hand an ample supply of obstruction lighting and barricades to block off any intersecting taxiways, to delineate haul routes to the work site, and to control other such features of the project as directed by the Engineer.

01035-2.3 CONSTRUCTION LIGHTING. The Contractor shall provide a minimum of 10-foot candles of illumination in the work area. Highly maneuverable light plants with 1,000-watt metal halide flood lights mounted as high as aircraft, airspace and practicality will allow, shall be positioned in sufficient amounts to provide the most natural color illumination and contrast with a minimum of shadows. In addition, all paving machines, rollers, distributor trucks, haul trucks, grooving machines, and other equipment shall be equipped with flashing yellow beacons and with artificial illumination to safely light-up the area immediately surrounding their work areas. The Engineer will strictly enforce lighting requirements as sufficient light is a major factor in constructing satisfactory work during nighttime operations and in maintaining safety.

PART- 3 WORK PROCEDURES

01035-3.1 SUBMITTALS. Prior to commencing work on the project, the Contractor shall submit the following to the Engineer for approval:

a. A detailed progress schedule showing the proposed schedule of work in areas to be constructed each period.

b. A complete list of equipment and personnel to be used, including stand-by equipment.

c. Evidence that the production plants meet the requirements of the specifications.

d. Evidence that the amount of materials the Contractor proposes to place each work period can be supplied to the job in the time and quantity required.

e. Experience record of the Project's Superintendent that the Contractor proposes to place in charge of the job. The experience record should list experience in similar type of work including any nighttime or off-peak construction.

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01035-3.2 INSPECTION AND TESTING. The Contractor is advised that acceptance testing of the work will take place each night, and that work will not proceed unless all tests have been recorded and approved. Daily inspection reports will be made by the inspection team and testing lab.

01035-3.3 CONSTRUCTION PREPARATION MEETINGS. Prior to each nighttime operation, the contractor shall meet with the engineer and airport operation to discuss operational readiness for the proposed work area. The discussions shall include, but not be limited to:

a. Review of Airport issued Notice to Airmen (NOTAM).

b. Closure limits, barricade placement

c. Work to be performed. Materials being hauled to the jobsite

d. Functionality of low profile barricades, light plants, lighted runway closure “X”

e. Availability of equipment, including standby equipment and sweepers

f. Subcontractor scheduled work, Quality control to be performed

g. Haul routes, gate guards, escorts

h. Method of restoration of slopes, drop offs, trench covers.

i. Effects on Navigational Aids

01035-3.4 WEATHER. The Engineer and Owner will establish procedures for determining weather conditions under which work will not begin as scheduled. The weather forecast data as supplied by FAA and Weather Bureau will be utilized for this purpose.

01035-3.5 COMMUNICATION. The Contractor is advised that communication with the Control Tower will required at all times. Any vehicle crossing active airfield pavements shall be in direct contact with the tower. Contractor shall supply their employees with FAA approved radios and monitor ground control frequency at 121.4.

01035-3.6 SECURITY DURING CONSTRUCTION. In addition to the security requirements of the Airport, the Contractor shall provide all of his personnel and suppliers a drawing showing haul routes, restricted areas and any other details pertinent to the nighttime operation. The drawing shall contain a note which states: "ANYONE FOUND IN RESTRICTED AREAS WILL BE PROMPTLY AND PERMANENTLY REMOVED FROM THE JOB." Mark haul routes in the field with flagged stakes as detailed in the plans.

01035-3.7 ASSEMBLING OF EQUIPMENT FOR NIGHTTIME CONSTRUCTION. After checking with the Weather Bureau and the Owner, the Engineer will determine whether the work period can proceed as scheduled. The Contractor shall be sure that all equipment, including stand-by equipment, is in operating condition and ready to go. The Contractor shall assemble all personnel and equipment as close as possible to the work area. Equipment and personnel should be organized so that when notice is given, the Contractor's personnel can proceed immediately to the work area. All plants should be operating and ready to proceed with production.

01035-3.8 TIME. FAA Control Tower's time will be used as standard time for beginning and ending work each night and will also be used in assessment of nightly liquidated damages. The Contractor will be given a 9-hour time window between the hours of 2100 (9 PM) to 0600 (6:00 A.M). This window shall be referred to as a “WORK PERIOD”.

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PART 4- CONSTRUCTION TECHNIQUES

01035-4.1 TEST SECTIONS. Prior to beginning of the surface treatment nighttime work, the Contractor is required to construct a test section in accordance with Item P-608-R. In addition to the requirements of P-608-R, the test section shall demonstrate the adequacy of the Contractor's night work equipment and operations.

01035-4.2 TREATMENT OPERATIONS. It is essential that the full width of the runway application be placed each work period.

For newly placed pavement treatment to be opened to traffic, pavement treatment may continue up to the time which will allow the newly placed treatment to cure sufficiently to avoid damage, and the construction team and inspectors to complete their assigned tasks. These tasks include acceptance friction testing, cleaning up the construction area, and moving all materials back to the construction staging and storage area.

01035-4.3 TEMPORARY PAVEMENT MARKINGS. For the opening of the runway and connector taxiways at the end of the Continuous Paving Period, interim pavement markings shall be applied at 50% application rate per Spec. P-620, so they do not have to be removed prior to placing the permanent pavement markings. Glass beads are required for interim markings.

01035-4.5 WORK AREA CLEAN-UP. Construction debris must be totally removed from the work area prior to it becoming available for aircraft operations. Vacuums or sweepers shall be in operation during most of the work period to minimize final work area cleanup time. The Contractor shall restore the entire pavement surface, lighting block outs and any damaged markings before the pavement is reopened to air traffic. All construction materials that must be left on-site shall be located at the Contractor’s staging and storage area unless otherwise authorized by the Owner. All edge lighting, guide signs and navigational aids shall be functioning in areas opened to aircraft traffic. Areas closed to aircraft operations during the day shall be barricaded and blacked out (edge lights, guide signs).

15 minutes prior to the specified opening time (see section 01035-3.8), the Contractor's Superintendent shall accompany the Engineer and Airport Operations for inspection of the work area for compliance with the provisions of this specification. This includes inspecting haul routes on airfield pavements for Foreign Object Debris (FOD). Contractor must have the necessary manpower and equipment nearby to perform any additional cleanup that may be identified during the inspection.

PART 5- FAILURE TO OPEN ON TIME

01035-5.1 DELAYS. Due to safety and the significance of tenant operations and flight schedules and costs associated with delays or use of the Terminal Apron by FBO, it is of utmost importance that the pavements scheduled to be opened during the day are opened at the precise time. In addition to Section 80- 08 of the General Provisions for failure to complete the project phases within the specified contract phase

F-15 duration, there shall be monetary damages associated with failure to complete night work and open traffic areas for daily daytime operations.

FOR FAILURE TO OPEN ON TIME

Pavement Phase Description Cost per minute

Cost per minute (16-60)

Cost per hour (after first hour)

Apron 2 9 hours closure of the Apron See Ocala Bid Docs

PART 6 - METHOD OF MEASUREMENT

01035-7.1 No measurement of this item.

PART 7- BASIS OF PAYMENT

01035-8.1 No additional payment will be made for night work.

END OF ITEM 01035

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SECTION 01040- PROJECT COORDINATION

1.1 RELATED DOCUMENTS: All contract documents and drawings apply to work of this section.

1.2 DESCRIPTION OF WORK: Administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following:

1. Coordination and meetings.

2. Surveys and records or reports.

3. Limitations on use of site.

4. Special reports.

5. General installation provisions.

6. Cleaning and protection.

7. Conservation and salvage.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTIONS

3.1 COORDINATION AND MEETINGS:

A. General: The Contractor shall prepare a written memorandum on required coordination activities and include such items as required notices, reports and attendance at meetings.

Distribute this memorandum to each entity performing work at the Project site. Prepare similar memorandum for separate Contractors where interfacing of their work is required.

B. Preconstruction Conference: A Preconstruction Conference will be scheduled after award of Contract and prior to issuance of a Notice to Proceed. Key Project personnel representing the Prime Contractor and all major Subcontractors will be required to attend this Conference. All other parties involved with this Project, such as the Owner, Engineer, and FAA, will also be represented. All affected parties at the Preconstruction Conference will review the entire Construction Schedule carefully. The Contractor shall prepare a detailed Construction Schedule for review prior to and at the Preconstruction Conference.

C. Coordination Meetings: The Contractor shall hold General Project Coordination Meetings at regularly scheduled times convenient for all parties involved. These meetings may be as often as weekly if required. These meetings are in addition to specified meetings held for other purposes, such as regular Project meetings and special Pre-installation Meetings. Request representation at each meeting by every party currently involved in coordination or planning for the work of the entire Project. Conduct meetings in a manner, which will resolve coordination problems. Record results of the meeting and distribute copies to everyone in attendance and to others affected by decision or actions resulting from each meeting.

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D. Progress Meetings: Conduct progress meetings by teleconference weekly and at the project site monthly. Notify the Owner and Engineer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request.

E. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress.

F. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, and to airport operational safety during construction.

1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be expedited; secure commitments from parties involved doing so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

2. Other: Review the present and future needs of each entity present, including such items as:

a) Interface requirements.

b) Time.

c) Sequences.

d) Deliveries.

e) Off-site fabrication problems.

f) Access.

g) Site utilization.

h) Temporary facilities and services.

i) Hours of work.

j) Hazards and risks.

k) Housekeeping.

l) Quality and work standards.

m) Change orders.

n) Documentation of information for payment requests.

G. Reporting: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

H. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting.

3.2 SURVEYS AND RECORDS/REPORTS: N/A

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3.3 LIMITATIONS ON USE OF THE SITE:

A. General: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site.

B. Waste Disposal: Waste materials shall be disposed of off airport property except as specified otherwise in Contract Documents.

3.4 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work.

END OF SECTION 01040

F-19

Section 01070

Abbreviations and Symbols

PART 1 - GENERAL

DESCRIPTION:

1. Abbreviations that may be used in the Contract Documents including the drawings are listed in this section and have the identifications and meanings shown herein except where otherwise indicated.

2. Symbols are identified on the drawings.

3. Related requirements in other parts of the Contract Documents.

a. Drawing symbols: Contract drawings

b. Drawing abbreviations: Contract drawings.

ABBREVIATIONS:

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute AF Air Force AGCA Associated General Contractors of America AI Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANG Air National Guard ANSI American National Standard Institute API American Petroleum Institute AREA American Railway Engineering Association ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWG American Wire Gage AWS American Welding Society AWWA American Water Works Association COE Corps of Engineers CRSI Concrete Reinforcing Steel Institute FAA Federal Aviation Administration FHWA Federal Highway Administration FS Federal Specifications MUTCD Manual on Uniform Traffic Control Devices For Streets and Highways NEMA National Electrical Manufacturers Association NEC National Electrical Code NWS National Weather Service OSHA Occupational Safety and Health Act PCA Portland Cement Association UL Underwriter's Laboratories, Inc.

DHPT Department of Highways and Public Transportation DOT Department of Transportation HD Highway Department

Drawing Abbreviations:

4. The following list is not necessarily all-inclusive; additional abbreviations may be used and defined on the drawings.

5. Some abbreviations used on the drawings may not have the same meaning as that identified in the following list; the non-conforming meanings are identified on the drawings when not self-evident.

6. Some variation in use of periods and capitalization may be found on the drawings.

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ABBRV MEANING ABBRV MEANING

AB Anchor Bolt ALIGN Alignment ABT About ALP Airport layout plan ABV Above ALS Approach lighting system AC Advisory Circular (FAA) ALT Alternate AC Alternating current ANT Antenna AC Asphaltic concrete AOA Air operational area ACFT Aircraft AP Airport ADDN Addition APPROX Approximate AF Air Force ARCH Architecture AGG Aggregate ARP Airport reference point AIP Airport Improvement ASPH Asphalt Program ATC Air traffic control CPP Corrugated polyethylene pipe ATCT Air traffic control tower CPS Cycles per second AVE Avenue CTB Cement treated base course AVG Average AWG American wire gage CULV Culvert CY Cubic yard AWOS Automatic weather observing systems B TO B Back to back

D Depth BCN Beacon DAT Datum BDY Boundary DBL Double BET Between BF Both faces BIT Bituminous BLDG Building DBST Double bituminous surface treatment BL Base line DC Direct current BM Bench mark BOT Bottom DEF.ANG. Deflection angle BRL Building restriction line DEG Degree DEMO Demolish BRK Brick DI Drop inlet BS Both sides DIA Diameter BTW Between BW Both ways DIP Ductile iron pipe DIM. Dimension DIR Direction DIST Distant C Centigrade DIV Division C TO C Center to center DO Ditto CA Cable DSGN Design CB Catch basin DTD Dated DWG Drawing CBM Construction benchmark CD Check dam CEM Cement EA Each CFM Cubic feet per minute EF Each face EG For example EJ Expansion joint EL Elevation CFS Cubic feet per second CHAM Chamfer ENGR Engineer CHG Change CHK Check CI Cast iron CIP Cast iron pipe CJ Construction joint CL Clear C/L Center line CLR Clearance CMP Corrugated metal pipe CO Cleanout CONC Concrete CONST Construction CONT Continue CORR Corrugate EOP Edge of pavement EQ Equal EQUIP Equipment EQUIV Equivalent EST Estimate EW Each way EXC Excavate EXIST Existing EXT Exterior ILS Instrument landing system F Fahrenheit F TO F Face to face FAB Fabricate FAR Federal Aviation Regulation FBO Fixed base operator FDN Foundation FF Finish floor FG Finish grade FH Fire hydrant FIG Figure FIN Finish FLD Field FOD Foreign object damage

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FPM Feet per minute FPS Feet per second FS Federal Specification FT Foot or feet FTG Footing FW Fresh water FWD Forward GA Gage or Gauge GAL Gallon GALV Galvanize GEN General GFE Government-furnished equipment GOVT Government GPM Gallons per minute GPS Gallons per second GRD Ground or grade GV Gate valve GVGI Generic visual glide slope indicator HP High point HGR Hangar HGT Height HH Hand hole HIRL High intensity runway lights HMAC Hot mix asphaltic concrete HOR Horizontal HWY Highway ID Inside diameter IDENT Identification IFR Instrument flight rule IN. Inch INCL Include INT Intersect INV Invert IP Inlet protection IP Iron pipe JB Junction Box JFR Jet fuel resistant JMF Job mix formula

JT Joint K Kip (1,000 lb) KWY Keyway L Left LAT Latitude LB Pound LC Length of curve LF Linear feet LG Length or long LIN Linear LIRL Low intensity runway lights LITL Low intensity taxiway lights LOA Length over-all LOC Localizer LONG Longitudinal LP Low point LS Lump sum LT Light LVC Length of vertical curve MAINT Maintenance MALS Medium intensity approach lighting system MATL Material

MAX Maximum MH Manhole MHW Mean high water MIN Minimum PVI Point of vertical intersection MIRL Medium intensity runway lights MITL Medium intensity taxiway lights MISC Miscellaneous MLS Microwave landing system MLW Mean low water MON Monument MSL Mean sea level MTL Metal NATL National NAVAID Navigational aid NIC Not in contract NO Number NOM Nominal NOTAM Notice to airmen NTS Not to scale OA Over-all OC On center OD Outside diameter OFZ Obstacle free zone OPS Operations ORIG Original PAPI Precision approach path indicator PAR Precision approach radar

PAV'T Pavement PC Point of curve PCC Portland cement concrete PFC Porous friction course PI Point of intersection PIV Post indicator valve PJF Premolded joint filler POL Petroleum fuel, oil, and/or lubricants PL Plate PREP Prepare PROJ Project PROP Proposed PSI Pounds per square inch PT Point PT Point of tangency PVC Polyvinyl chloride PVC Point of vertical curve PVT Point of vertical tangency PVMT Pavement QA Quality assurance QC Quality control R Right R Radius RAIL Runway alignment indicator lights RW Runway RC Reinforced concrete RCP Reinforced concrete pipe RD Road REF Reference REIL Runway end identifier lights REINF Reinforce RELOC Relocated

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REP Repair REQD Required RET Return REV Revise ROC Run of crusher ROW Right of way RPM Revolutions per minute RPZ Runway protection zone

RR Railroad S Slope SABC Stabilized aggregate base course SALV Salvage SAN Sanitary SB Straw bale SBST Single bituminous surface treatment SCHED Schedule

SEC Second SEC Cor Section corner SECT Section SEP Separate SF Silt fence SF Square feet SHT Sheet SHLD Shoulder SIM Similar SK Sketch SP Space(s) SPEC Specification SQ Square SS Stainless steel STA Station STD Standard STL Steel STR Structural SUPP Supplement SWG Swing SYM Symbol SYM Symmetrical SY Square yards SYS System T Thick T Ton T&B Top and bottom TBM Temporary bench mark TECH Technical TEL Telephone TEMP Temperature THK Thick THRU Through TL Taxilane TOC Top of curb TOG Top of grate TOL Tolerance TOP Top of pavement

TRANS Transformer TSD Temporary slope drain TW Taxiway TYP Typical UD Underdrain UG Underground UGT Underground telephone line USGS United States Geodetic Survey VASI Visual approach slope indicator VB Valve box VC Vertical curve VCP Vitrified clay pipe VERT Vertical VFR Visual flight rules VS Versus W Water W/ With WGT Weight W/O Without WL Water line WWF Welded wire fabric WP Working point X By (used between dimensions) XSECT Cross section YD Yard

SYMBOLS:

7. As outlined on drawings.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01070

F-23

Section 01090

Regulations and Definitions

PART 1 - GENERAL

1.1 RELATED DOCUMENTS: Drawings, General Provisions, Supplementary Conditions, Specifications, and other contract documents apply to work of this section. See Section 10 of General Provisions for additional definitions.

1.2 DESCRIPTION OF REQUIREMENTS:

A. General: This section specifies procedural and administrative requirements for compliance with governing regulations, codes and standards imposed upon the work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with regulations, codes and standards.

B. The term "Regulations" is defined to include laws, statutes, ordinances and lawful orders issued by governing authorities, as well as those rules, conventions and agreements within the construction industry which effectively control the performance of the work regardless of whether they are lawfully imposed by governing authority or not.

C. Governing Regulations: Refer to General Provisions, Supplementary Conditions, and General Requirements for requirements related to compliance with governing regulations.

1.3 DEFINITIONS:

A. General Explanation: Certain terms used in contract documents are defined in this article.

Definitions and explanations contained in this section are not necessarily complete, but are general for the work to the extent that they are not stated more explicitly in another element of the contract documents.

B. General Requirements: Provisions and requirements of Division 1 sections apply to the entire work of the contract and, where so indicated, to other elements which are included in the project.

C. Indicated: The term "indicated" is a cross-reference to graphic representations, notes or schedules on the drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown", "noted", "scheduled", and "specified" are in lieu of "indicated", it is for the purpose of helping the reader locate the cross-reference, and no limitation of locations is intended except as specifically noted.

D. Directed, Requested, etc.: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Engineer", "requested by the Engineer", and similar phrases. However, no such implied meaning will be interpreted to extend the Engineer's responsibility into the Contractor's area of construction supervision.

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E. Approved: Where used in conjunction with the Engineer's response to submittals, requests, applications, inquiries, reports and claims by the Contractor, the…