ITB_AIR260692_OCF_Runway_36_RSA_Grading_-_Exhibit_E_-_GeneralRequirements.pdf

GENERAL

REQUIREMENTS

RW 36 RSA GRADING PROJECT AT

OCALA INTERNATIONAL AIRPORT

Exhibit - E CONTRACT# CIP/260015

RW 36 RSA Grading Project 01010 - General Requirements at Ocala International Airport Summary of Work

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 within the timeframe as specified on the engineering plans 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.

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, i.e., lights, REIL’s, regulator, etc. No materials shall be ordered without an approved submittal. The Contractor shall furnish documentations confirming order date and material delivery date.

RW 36 RSA Grading Project 01010 - 2 General Requirements

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 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 the phasing plans

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.

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.

RW 36 RSA Grading Project 01010 - 3 General Requirements

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.

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.

RW 36 RSA Grading Project 01010 - 4 General Requirements

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.

PART 2 - PRODUCTS (Not Used.)

PART 3 - EXECUTION

RW 36 RSA Grading Project 01010 - 5 General Requirements

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.

RW 36 RSA Grading Project 01030 - 1 General Requirements at Ocala International Airport Airport Project Procedures

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 CTAF radio frequency (119.25 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 “1.3.C” on site at all times during construction and shall assign responsible personnel to continuously monitor the radio. The contractor shall monitor incoming flights and clear men and equipment from the taxilane object free area (TOFA) before an incoming flight reaches the terminal area.

C. The contractor shall furnish his construction personnel with sufficient truck and hand-held radios to allow all construction locations to be in radio contact with the CTAF. All radios shall be capable of two-way communications with CTAF and shall be Communication Specialists, TR-720 Handheld AM Transceivers or approved equal. When working within active runway or taxiway safety areas, project superintendents shall be in constant radio contact with CTAF and shall be responsible for controlling the movement of project equipment, vehicles and personnel.

D. The Contractor will not be directly compensated for providing two-way radios as this work is considered incidental to the work covered by the various contract items.

E. Runway and Taxiway/Taxilane Closures: Only the Owner will make Closures of runways and taxiways/taxilanes. 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. Notams are not required for a

RW 36 RSA Grading Project 01030 - 2 General Requirements taxilane closure 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.

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 or during periods of low visibility 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 and shall be located outside the runway and taxiway object free areas and runway protection zone (RPZ).

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.

RW 36 RSA Grading Project 01030 - 3 General Requirements

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:

1. Limitations: Work on this project is not in proximity to a runway or runway approach area. When necessary to accomplish construction in areas adjacent to taxiways and apron taxilanes, the construction equipment, vehicles, and men are authorized to operate without interruption within the project limits.

2. Request for Facility Closures: Construction activities on runways or taxiways or within the above-restricted areas shall only be performed at times when the runway or taxiways are closed to aircraft. The Contractor through the Engineer thereof must request closure of a runway or taxiway or any portion in writing. This request must indicate the areas needed and a schedule of operations and time(s) required for operations within the area.

The Owner reserves the right, however, to shift any approved closure periods to alleviate aircraft congestion or when inclement weather conditions dictate.

3. Equipment Operation Restrictions: Contractor is not permitted to operate equipment within a Taxiway/Taxilane Object Free Area (TOFA) and Runway Obstacle Free Zone (ROFZ) except when the runway or taxiway has been closed to traffic and a NOTAM issued. Before re-opening a closed runway or taxiway all excavated trenches and holes within the ROFZ or TOFA shall be backfilled, tamped and leveled to match existing grades and all equipment and personnel removed from the ROFZ or TOFA. Construction equipment must be removed from the runway and taxiway OFA at the end of each work shift. The Contractor may operate equipment within the apron Taxilane Object Free Area up to the edge of the taxilane on a pull back basis with all personnel and above ground equipment removed from the TOFA prior to aircraft operating on the taxilane. Barricades must also be provided along the edge of the taxilane as prescribed in the plans when any excavation work is in progress within the TOFA.

4. Stockpiles: Stockpiled materials shall not be permitted within the runway or taxiway safety zones.

5. Grading Requirements: All construction within a restricted area shall be performed in such a manner that, at the end of the closure period, it will leave the safety area with no abrupt grade changes or grades in excess of 5 percent, and with no trenches with depth or width greater than 3 inches.

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.

RW 36 RSA Grading Project 01030 - 4 General Requirements

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 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 BARRICADES: Contractor shall provide barricades along active taxiway pavement areas, closed sections of the runway, and elsewhere as shown on the plans or directed by the Engineer while work is proceeding in the runway, taxiway, and apron areas. Barricades shall be sited and relocated during the course of the work to clearly identify areas closed to aircraft operations.

1.8 APRON, TAXILANE AND TAXIWAY CLOSURES:

A. When any area of the apron or apron taxilane is required to be closed during any phase of the work the Contractor shall schedule his work to provide continuous access to terminal building and tenant facilities that remain open as shown in the phasing plans. Taxiways A, B, C, D & F are to remain open at all times unless otherwise shown on plans. Barricades and/or closed taxiway markers shall be placed as directed by the Engineer.

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

C. Taxilane and taxiway 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.

RW 36 RSA Grading Project 01030 - 5 General Requirements

PART 2 - PRODUCTS

2.1 BARRICADES: Barricades, when required, shall be constructed as specified in Section 01530.

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 INSTALLATION: Install barricades at locations shown on the drawings and where directed by Engineer. Anchor barricades as specified in Section 01530.

Maintain barricades 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, repair any damage to pavement or surrounding area caused by barricades.

3.3 MEASUREMENT AND PAYMENT: Except as otherwise specified in Section 01530, 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

RW 36 RSA Grading Project 01040 - 1 General Requirements at Ocala International Airport Project Coordination

Section 01040

Project Coordination

PART 1 - GENERAL

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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1. The Contractor shall also conduct daily coordination meetings with the Engineer's representative, FAA and designated Owner's representative to coordinate construction and airport operations.

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.

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3.2 SURVEYS AND RECORDS/REPORTS:

A. Construction Staking: The Engineer has established survey base lines for the Contractor. The Contractor shall take all necessary precautions to prevent the loss or damage of primary control points. The Contractor will be responsible for staking required for construction. Working from lines and levels established by the design survey, establish and maintain benchmarks and other dependable markers required for construction. Establish bench marks and markers to set lines and levels for work at each stage of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work of marked lines and levels provided for their use.

B. Survey Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the property survey and existing benchmarks.

As work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Engineer's reference. Record deviations from required lines and levels, and advise the Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations, which are accepted, and not corrected, on record drawings. Survey work shall be performed by and under supervision of a professional (registered) land surveyor in the State where the project is located.

C. Quality of Work: The elevations of permanent and temporary benchmarks shall be determined and recorded to the nearest 0.01 foot. Differential leveling and transit traverses shall be of such precision that the error of vertical closure in feet shall not exceed plus or minus 0.1 foot in 5000 feet. The angular error of closure for transit traverses shall not exceed 1.0-minute times the square root of the number of angles turned.

1. Slope stakes shall be placed, as a minimum, at 100-foot stations, breaks in the original ground surface, and at any other intermediate stations necessary to insure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level.

D. Records: All survey data shall be recorded in fully identified, standard hardbound engineering survey field notebooks with consecutively numbered pages. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches and the personnel who performed and checked the work. Electronically generated survey data and computations shall be bound, page numbered and cross-referenced in a bound field notebook containing the index for all survey data.

1. The construction survey records shall be available at all times during the progress of the work for examination and use by the Engineer and copies shall be made available to the Engineer upon request. The original field notebooks and other records shall be turned over to and become the property of the Owner prior to final acceptance of the work.

E. Quality Assurance Survey Services: Contractor shall furnish surveying services required to establish horizontal and vertical location of soil density tests by Owner's QA testing laboratory.

F. Engineer Services: Engineer will furnish available benchmark and coordinate information at no cost to Contractor.

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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

RW 36 RSA Grading Project 01070 - 1 General Requirements at Ocala International Airport Abbreviations and Symbols

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.

RW 36 RSA Grading Project 01070 - 2 General Requirements

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

RW 36 RSA Grading Project 01070 - 3 General Requirements

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

RW 36 RSA Grading Project 01070 - 4 General Requirements

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

RW 36 RSA Grading Project 01090 - 1 General Requirements at Ocala International Airport Regulations and Definitions

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.

RW 36 RSA Grading Project 01090 - 2 General Requirements at Ocala International Airport Regulations and Definitions

E. Approved: Where used in conjunction with the Engineer's response to submittals, requests, applications, inquiries, reports and claims by the Contractor, the term "approved" will be held to limitations of the Engineer's responsibilities and duties as specified in General Provisions and Supplementary Conditions. In no case will the Engineer's approval be interpreted as a release of the Contractor from responsibilities to fulfill requirements of contract documents or acceptance of the work, unless otherwise provided by requirements of the contract documents.

F. Project Site: The term "project site" means the space available to the Contractor for performance of the work, either exclusively or in conjunction with others performing other construction as part of the project. The extent of the project site is shown on the drawings.

G. Furnish: The term "furnish" is used to mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations."

H. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations."

I. Provide: The term “provides" means "to furnish and install, complete and ready for the intended use."

J. Installer: The "installer" is the "the entity" (person or firm) engaged by the Contractor, its subcontractor or sub-subcontractor for performance of a particular element of construction at the project site, including installation, erection, application and similar required operations. It is a requirement that installers are experienced in the operations they are engaged to perform.

1.4 SUBMITTALS: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 1090

RW 36 RSA Grading Project 01095 General Requirements at Ocala International Airport NPDES Compliance

Section 01095

NPDES Permit Conformance

PART 1 - General Information:

A. The NPDES program is established under 40CFR122.2

B. The United States Environmental Protection Agency (EPA) issued a National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges from Construction Activities that are classified as “Associated with Industrial Activity.” This Construction General Permit covers all areas administered by EPA Region 4, which includes Florida. The Construction General Permit was published in Federal Register/Vol. 63, No.

61/Tuesday, March 31, 1998 and is available on EPA's web site or from the Owner.

C. The NPDES permit program requires a Construction General Permit if the construction activity will disturb five acres or greater, or will disturb less than five acres but is part of a larger common plan of development or sale whose total land disturbing activities total five acres or greater (or is designated by the NPDES permitting authority); and will discharge storm water runoff from the construction site into a municipal separate storm water sewer system (MS4) or waters of the United States.

D. For this contract, the Engineer has determined that a Construction General Permit is not required. However, it is required that the Contractor complete and submit a Notice of Intent (NOI), and complete and submit a Notice of Termination (NOT).

E. Detailed guidance on the development of the SWPPP is contained in EPA Publication EPA 832- R-92-005 dated September 1992, titled Storm Water Management for Construction Activities – Developing Pollution Prevention Plans and Best Management Practices.

PART 2 - Specific Requirements:

A. The Contractor shall develop, implement and comply with a plan specifically designed for this construction site and including Best Management Practices (BMPs) and controls which prevent the pollution of storm water discharges.

B. The Contractor shall incorporate into the SWPPP all applicable requirements specified in state or local sediment and erosion control plans or permits or storm water management plans or permits.