HomeMy WebLinkAboutA - 25-17-ITB - Section 06 (General Requirements)SECTION 06
GENERAL
REQUIREMENTS
TAXIWAY “G”
SEBASTIAN MUNICIPAL AIRPORT
Taxiway “G” 01010 - 1 General Requirements
at Sebastian Municipal 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 60 consecutive calendar days 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.
Taxiway “G” 01010 - 2 General Requirements
at Sebastian Municipal Airport Summary of Work
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 2-General Terms and Conditions, Paragraph 2.40 of the Contract
Documents.
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
Taxiway “G” 01010 - 3 General Requirements
at Sebastian Municipal Airport Summary of 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.
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.
Taxiway “G” 01010 - 4 General Requirements
at Sebastian Municipal Airport Summary of Work
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.
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.
Taxiway “G” 01010 - 5 General Requirements
at Sebastian Municipal Airport Summary of Work
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
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.
Taxiway “G” 01030 - 1 General Requirements
at Sebastian Municipal 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
(123.05 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
Taxiway “G” 01030 - 2 General Requirements
at Sebastian Municipal Airport Airport Project Procedures
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.
Taxiway “G” 01030 - 3 General Requirements
at Sebastian Municipal Airport Airport Project Procedures
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, except within the following areas and as
specified otherwise:
a. Distance from active taxiway centerline
1) - Within 62 feet. (Taxiway A) (Taxiway B) (Taxiway C)
b. Distance from active taxiway edge line
1) - 44.5 feet. (Taxiway A)
2) - 44.5 feet. (Taxiway B)
3) - 44.5 feet. (Taxiway C)
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:
Taxiway “G” 01030 - 4 General Requirements
at Sebastian Municipal Airport Airport Project Procedures
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 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. Barricades and/or closed
taxiway markers shall be placed as directed by the Engineer.
Taxiway “G” 01030 - 5 General Requirements
at Sebastian Municipal Airport Airport Project Procedures
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.
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
Taxiway “G” 01040 - 1 General Requirements
at Sebastian Municipal 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
Taxiway “G” 01040 - 2 General Requirements
at Sebastian Municipal Airport Project 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.
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.
Taxiway “G” 01040 - 3 General Requirements
at Sebastian Municipal Airport Project Coordination
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.
Taxiway “G” 01040 - 4 General Requirements
at Sebastian Municipal Airport Project Coordination
F. Engineer Services: Engineer will furnish available benchmark and coordinate information at no
cost to Contractor.
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
Taxiway “G” 01060 - 1 Control of Erosion, Siltation and Pollution
At Sebastian Municipal Airport
SECTION 01060
CONTROL OF EROSION, SILTATION AND POLLUTION
PART 1 - GENERAL
1.1 REQUIREMENTS: The Contractor shall take all measures necessary to minimize soil erosion,
situation, water pollution, and air pollution caused by his operations. The Contractor shall
comply with the applicable regulations of all legally constituted authorities relating to pollution
prevention and control. The Contractor shall keep himself fully informed of all such regulations
which in any way affect the conduct of the work, and shall at all times observe and comply with
all such regulations. In the event of conflict between such regulations and the requirements of
the specifications, the more restrictive requirements shall apply.
1.2 The Engineer will limit the area over which clearing, grubbing, excavation, borrow, and
embankment operations are performed whenever the Contractor's operations do not make
effective use of construction practices and temporary measures which will minimize erosion, or
whenever effective erosion control features are not being completed as soon as permitted by
construction operations.
1.3 EROSION CONTROL SCHEDULE: Except as otherwise specified, the Contractor shall
submit to the Engineer for his approval 3 copies of his erosion control schedule at the time of
the preconstruction conference. This schedule shall show the time relationship between phases
of the work, which must be coordinated to reduce erosion, and shall describe construction
practices and temporary erosion control measures, which will be used to minimize erosion. The
schedule shall also show the Contractor's proposed method of erosion control on haul roads and
borrow and material pits, and his plan for disposal of waste materials. No work shall be started
until the erosion control schedule and the Engineer has approved methods of operations.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION
3.1 EROSION AND SILTATION CONTROL: The Contractor shall exercise every reasonable
precaution throughout the life of the project to prevent the eroding of soil and silting of rivers,
streams, lakes, reservoirs, other impoundments, ground surfaces, or other property. Prior to
suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow pits, soil
type base courses, and waste areas, from erosion during the period of suspension.
3.2 COORDINATION OF EROSION CONTROL OPERATIONS:
A. Temporary and permanent erosion control measures shall be provided as shown on the plans or
as directed by the Engineer. All permanent erosion control work shall be incorporated into the
Taxiway “G” 01060 - 2 Control of Erosion, Siltation and Pollution
At Sebastian Municipal Airport
project at the earliest practicable time. Temporary erosion control measures shall be
coordinated with permanent erosion control measures and all other work on the project to assure
economical, effective, and continuous erosion control throughout the construction and post
construction period and to minimize situation of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
B. Temporary erosion control measures shall include but not be limited to the use of temporary
beams, dikes, dams, silt fences, drainage ditches, silt basins, diversion ditches, slope drains,
structures, vegetation, mulches, mats, netting, gravel, rip rap, or any other methods or devices
that are necessary. Temporary erosion control measures may include work outside the
construction limits where such work is necessary as a result of construction such as borrow pit
operations, haul roads, plant sites, equipment storage sites, and disposal of waste or debris. The
Contractor shall be liable for all damages to public or private property caused by silting or slides
originating in waste areas furnished by the Contractor.
C. Materials for temporary erosion control measures shall be approved by the Engineer before
being used or shall be as directed by the Engineer.
D. The Contractor shall acceptably maintain erosion control measures installed by the Contractor.
3.3 WATER AND AIR POLLUTION:
A. The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals,
fuels, lubricants, bitumen, raw sewage, and other harmful waste shall not be discharged into or
alongside of rivers, streams, or impoundments, or into natural or manmade channels leading
thereto.
B. The Contractor shall comply with all Federal, State or local air pollution regulations throughout
the life of the project.
3.4 OPEN BURNING OF COMBUSTIBLE WASTES: Where and if burning is permitted by the
specifications, the following conditions shall apply:
A. No tires, oils, asphalt, paint, or coated metals are permitted in combustible waste piles.
B. Burning shall not be permitted unless the prevailing wind is away from a nearby town, built-up
area, or aircraft operations area.
C. Burning shall not be permitted during a local air inversion or other climatic condition as would
result in a pall of smoke over a nearby town, built-up area, or aircraft operations area.
D. Burning shall not be permitted when the danger of brush or forest fires is made known by State,
local, or Federal officials.
E. The size and number of fires shall be restricted to avoid the danger of brush or forest fires.
Burning shall be done under surveillance of a watchman, who shall have fire-fighting
equipment and tools readily available.
Taxiway “G” 01060 - 3 Control of Erosion, Siltation and Pollution
At Sebastian Municipal Airport
3.5 DUST CONTROL:
A. The Contractor shall control dust throughout the life of the project within the project area and at
all other areas affected by the construction of the project, including, but not specifically limited
to unpaved roads, haul roads, access roads, disposal sites, borrow and material pits, and
production sites. Dust control shall not be considered effective where the amount of dust
creates a potential or actual unsafe condition, public nuisance, or condition endangering the
value, utility, or appearance of any property.
B. The Contractor will not be directly compensated for any dust control measures necessary; this
work will be considered incidental to the work covered by the various contract items.
3.6 APPLICATION OF SPECIFICATIONS: The provisions of this section shall apply to all
construction operations. Further references and detailed requirements concerning erosion,
situation, and pollution prevention and control, may be given in other sections of the
specifications and on the drawings.
3.7 CONTRACTOR'S INSPECTION AND REPORT: The Contractor shall make an inspection of
the construction site on a weekly basis and after each potentially damaging rainfall. Note shall
be taken of any damage to existing erosion control features and of situation problems
encountered during the inspection. In a report to the Engineer, the Contractor shall outline his
corrective measures to be undertaken and the date of implementation.
3.8 TEMPORARY SUSPENSION OF WORK: Failure of the Contractor to fulfill any of the
requirements of this section may result in the Engineer ordering the stopping of construction
operations in accordance with the following:
A. The Engineer shall have the authority to suspend the work wholly or in part by written order, for
such periods as he may deem necessary due to conditions considered unfavorable for the
suitable prosecution of the work, or to failure on the part of the Contractor to correct conditions
unsafe for workmen or the general public or to carry out orders given or to perform any
provisions of the contract. Such suspension of operations will not justify an extension of contract
time.
B. Failure on the part of the Contractor to perform the necessary measures to control erosion,
situation, and pollution will result in the Engineer notifying the Contractor to take such
measures. Any fine, penalty or other cost assessed by State, local or other governmental
agencies for non-performance of erosion, situation or pollution controls against the Owner shall
become the responsibility of the Contractor; such assessments, if not paid by the Contractor,
shall be deducted from monies due the Contractor at the completion of the job. In the event that
the Contractor fails to perform such measures within 24 hours after receipt of such notice, the
Engineer may suspend the work as provided above, or may proceed to have such measures
performed by others. The cost of such work performed by others will be deducted from monies
due the Contractor on his contract.
3.9 PAYMENT: Except where specified otherwise elsewhere in the specifications, there will be no
direct payment for any work in connection with the requirements of this section; the work shall
Taxiway “G” 01060 - 4 Control of Erosion, Siltation and Pollution
At Sebastian Municipal Airport
be considered incidental to demolition, clearing, grubbing, grading, excavation, embankment, or
other operations.
END OF SECTION 01060
Taxiway “G” 01070 - 1 General Requirements
at Sebastian Municipal 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.
Taxiway “G” 01070 - 2 General Requirements
at Sebastian Municipal Airport Abbreviations and Symbols
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 debris
Taxiway “G” 01070 - 3 General Requirements
at Sebastian Municipal Airport Abbreviations and Symbols
ABBRV MEANING ABBRV MEANING
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
Taxiway “G” 01070 - 4 General Requirements
at Sebastian Municipal Airport Abbreviations and Symbols
ABBRV MEANING ABBRV MEANING
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
Taxiway “G” 01090 - 1 General Requirements
at Sebastian Municipal 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.
Taxiway “G” 01090 - 2 General Requirements
at Sebastian Municipal 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
Taxiway “G” 01095 - 1 General Requirements
at Sebastian Municipal 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 required. It
is therefore required that the Contractor read the permit requirements in the Construction
General Permit cited in paragraph C, develop and implement a Storm Water Pollution
Prevention Plan (SWPPP), 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. The Contractor shall submit a certification that the SWPPP reflects these requirements
and that these requirements will be complied with during the term of the contract.
C. Prior to commencement of construction, the SWPPP must be prepared and certified by the
Contractor. Notice of Intent (NOI) must be forwarded to the Environmental Protection Agency
(with an information copy to the Owner) at least 48 hours prior to any land clearing.
D. Recordkeeping: The Contractor shall maintain the Plan and the associated records and reports,
including documentation of the required inspections. These documents shall be maintained at
Taxiway “G” 01095 - 2 General Requirements
at Sebastian Municipal Airport NPDES Compliance
the job site until the site is finally stabilized. Thereafter, the Contractor (Permittee) shall keep
the SWPPP and all reports for at least three years.
E. Report Submittal: The Contractor shall include with each payment request two (2) sets of
information copies of all required inspection reports, certifications and notifications. Inspection
reports to be submitted shall include both weekly reports and special reports required after
rainfall events in excess of 0.5”. The regulations specifically require an onsite rain gauge. It is
recommended that the Contractor record rainfall amount daily. Payment requests will not be
processed in the absence of these submittals.
F. When the construction activity has ceased and all areas affected by the work are stabilized, the
Contractor shall prepare, certify and submit the required Notice of Termination to the
Environmental Protection Agency and the Owner. Final payment application will not be
processed in the absence of these submissions.
G. Attached are two fact sheets from the EPA pertaining to the Construction General Permit, a
copy of the NOI and NOT, and EPA's "A Brief Guide to Requirements for Developing and
Implementation Pollution Prevention Plans for Construction Sites."
PART 3 - PRODUCTS (Not Applicable)
PART 4 - EXECUTION (Not Applicable)
END OF SECTION 1095
Taxiway “G” 01150 - 1 General Requirements
at Sebastian Municipal Airport Measurement and Payment
Section 01150
Measurement and Payment
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Method of Measurement and Payment: This section supplements Section 90 of the General
Provisions and establishes the method of measurement and payment for work performed under
this contract.
B. Unit Price: Except where lump sum is indicated, payment for work performed shall be made on
a unit price basis in accordance with the accepted bid and the method of payment provided in
the General Provisions.
C. Related Requirements in Other Parts of the Specifications:
1. Bid (Proposal)
2. Agreement.
3. Conditions of the Contract.
D. Related Requirements Specified in Other Sections:
1. Summary of Work - Section 01010.
2. Submittals - Section 01300.
3. Contract Closeout - Section 01700.
E. Work With No Identified Payment Items: No additional payment will be made for items of
work for which a separate payment item is not specified or contained in the Bid Schedule; such
work shall be deemed incidental to the project and payment for said work shall be considered as
included in the various unit bid prices.
1.2 APPLICATIONS FOR PAYMENT:
A. Submittal Schedule: Submit Applications for Payment to the Engineer in accordance with the
schedule established by Conditions of the Contract and Agreement between Owner and
Contractor.
B. Format and Data Required:
1. Submit Applications for Partial Payment on the form required by Owner with itemized
data typed on 8 1/2 x 11 inch white paper continuation sheets.
2. Provide itemized data on continuation sheet: Format, schedules, line items and values:
Those of the Schedule of Values accepted by the Engineer.
C. Preparation of Application for Each Progress Payment:
1. Application Form:
a. Fill in required information, including that for Change Orders executed prior to the
date of submittal of application.
b. Fill in summary of dollar values to agree with the respective totals indicated on the
continuation sheets.
Taxiway “G” 01150 - 2 General Requirements
at Sebastian Municipal Airport Measurement and Payment
c. Execute certification with the signature of a responsible officer of the contract
firm.
2. Continuation Sheets:
a. Fill in total list of all scheduled component items of work, with item number and
the scheduled dollar value for each item.
b. Fill in the dollar value in each column for each scheduled line item when work has
been performed or products stored. Round off values to the nearest dollar, or as
provided in the bid.
3. List each Change Order executed prior to the date of submission, at the end of the
continuation sheets.
a. List by Change Order and description, as for an original component item of work.
1) Submit Applications for Payment to Owner at the times stipulated in the
Agreement.
b. Number: Four copies of each Application.
D. Substantiating Data:
1. When the Owner or Engineer require substantiating data, Contractor shall submit suitable
information with cover letter identifying:
a. Project.
b. Application number and date.
c. Detailed list of enclosures.
d. For stored products: Item number and identification as shown on application.
e. Description of specific material.
2. Submit one copy of data and cover letter for each copy of application.
E. Preparation of Application for Final Payment:
1. Fill in application form as specified for progress payments.
2. Use continuation sheet for presenting the final statement of accounting as specified in
Section 01700 - Contract Closeout.
1.3 CHANGE ORDER PROCEDURES:
A. Format and Data Required:
1. Change Orders shall be prepared and submitted and will be processed in accordance with
requirements of General Provisions and Funding Agency Requirements.
2. Engineer will transmit Certificate for Change to Owner and Agency for approval.
3. When Owner and Agency approval is received, Change Order will be included under
next partial Application for Payment.
1.4 MEASURES AND WEIGHTS:
A. Contractor Assistance: To aid the Owner in determining all quantities, the Contractor shall,
whenever so requested, provide scales, equipment and assistance for weighing or for measuring
any of the materials at no cost to the Owner.
B. Weights and Measures: Quantities for payment will be the actual weight or actual measure, and
no special or trade or so-termed customary allowances will be made, nor will any material,
which is lost or misplaced, be included for payment.
Taxiway “G” 01150 - 3 General Requirements
at Sebastian Municipal Airport Measurement and Payment
C. Use of Plan Meter: For estimating quantities in which computation of areas by geometric
methods would be comparatively laborious, it is agreed that the plan meter shall be considered
an instrument of precision to the measurement of such areas.
D. Precedence of Dimensions: Figured dimensions on drawings shall take precedence over
measurement by scale, and detailed working drawings are to take precedence over general
drawings and shall be considered as explanatory of them and not as indicating extra work.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01150
Taxiway “G” 01300 - 1 General Requirements
at Sebastian Municipal Airport Submittals
Section 01300
Submittals
PART 1 - GENERAL
1.1 SUBMITTALS BY CONTRACTOR:
A.Construction Progress Schedule.
B.Certifications as specified in the various sections.
C.Shop Drawings and Project Data as specified in the various sections.
D.Miscellaneous:
1.Certified Payroll.
2.EEO Reports.
3.Safety Plan.
4.Security Plan.
5.CSPP Letter of Compliance
6.Warranties and Bonds.
7.CQC Plan- Section C-100
8.Equipment Manuals
9.Other(s) as required.
1.2 PROGRESS SCHEDULE:
A.Bar-Chart Schedule: Submit a CPM or linear type bar-chart schedule seven (7) calendar days
prior to the preconstruction conference date established for the work. On the schedule, indicate
a time bar for each major category or unit of work to be performed at the site, properly
sequenced and coordinated with other elements of work. Show completion of the work
sufficiently in advance of the date established for substantial completion of work.
1.Superimpose an S-curve on the schedule to show the "estimated" total dollar-volume of
work performed at any date during the contract time, with a column of cost figures in the
left hand margin ranging from zero to the contract sum.
2.Submittal Tabulation: With the bar-chart submittal, submit tabulation, by date, of the
submittals, which are required during the first 30 days of construction time. At the
Contractor's option, submittal dates may be shown on the bar-chart schedule, in lieu of
being tabulated.
B.Phasing: Arrange schedule with notations to show how sequence of work is affected by
requirements for phased completion, limitations of continued utilization, non-interruptible
services, use prior to substantial completion, site restrictions, runway and/or taxiway closures,
provisions for future work, seasonal variations, environmental control, and similar provisions of
total project. Phase I schedule is required at the preconstruction meeting. Each subsequent
phasing schedule is required at least two weeks before the phase is to begin. Refer to other
sections of the General Requirements and other contract documents for requirements.
Taxiway “G” 01300 - 2 General Requirements
at Sebastian Municipal Airport Submittals
C. Distribution: Following the initial submittal to and response by the Engineer, print and
distribute progress schedules to the Engineer (3 copies), Owner, separate contractors, principal
subcontractors and suppliers or fabricators, and others with a need-to-know schedule-
compliance requirement. Post copies in the project meeting room and temporary field office.
When revisions are made, distribute updated issues to the same entities and post updated issues
in the same locations. Delete entities from distribution when they have completed their
assigned work and are no longer involved in the performance of scheduled work.
D. Update: Contractor shall update the schedule monthly for duration of construction.
1.3 SHOP DRAWINGS AND PRODUCT DATA:
A. Scope: Submit shop drawings, certifications, and product data for all products to be
incorporated in the work.
B. Shop Drawings Shall:
1. Be original drawings, prepared by the Contractor, subcontractor, supplier, or distributor,
which illustrate some portion of the work; showing fabrication, layout, setting, or
erection details.
2. Be prepared by a qualified detailer.
3. Identify details by reference to sheet and detail numbers shown on Contract Drawings.
C. Product Data Shall:
1. Include manufacturer's standard schematic drawings. The Contractor shall:
a. Modify drawings to delete information, which is not applicable to project.
b. Supplement standard information to provide additional information applicable to
project.
2. Include manufacturer's catalog sheets, brochures, diagrams, schedules, performance
charts, illustrations and other standard descriptive data. The Contractor shall:
a. Clearly mark each copy to identify pertinent materials or products.
b. Show dimensions and clearances required.
c. Show performance characteristics and capacities.
D. The Contractor Shall:
1. Be responsible for all submittals.
2. Review shop drawings and product data prior to submission
3. Verify:
a. Field measurements.
b. Field construction criteria.
c. Catalog numbers and similar data.
4. Coordinate each submittal with the requirements of the work and of the Contract
Documents.
5. Notify the Engineer, in writing at time of submission, of deviations in submittals from
requirements of the Contract Documents.
6. Begin no work, which requires submittals until the return of submittals with the
Engineer's stamp and initials or signature indicating review.
7. After the Engineer's review, distribute copies.
E. Contractor's Responsibilities:
1. Contractor's responsibility for errors and omissions in submittals is not relieved by the
Engineer's review of submittals.
Taxiway “G” 01300 - 3 General Requirements
at Sebastian Municipal Airport Submittals
2. Contractor's responsibility for deviations in submittals from requirements of the Contract
Documents is not relieved by the Engineer's review of submittal, unless the Engineer
gives written acceptance of specific deviations.
F. Submission Requirements Include:
1. The shop drawings shall be submitted in sufficient time to allow discussion and
correction prior to beginning the work. Work shall not be performed nor materials
ordered prior to the review of the drawings except at the Contractor's risk.
2. Submit 6 copies of all shop drawings after which 4 copies will be returned for correction
or marked reviewed as noted. Any drawings returned for correction must be resubmitted
with same number of copies as required above. As an alternative, submittals/shop
drawings may be submitted electronically in pdf format.
3. All submittals must be accompanied by a transmittal letter, in duplicate, containing:
a. Date.
b. Project title and number.
c. Contractor's name and address.
d. The number of each shop drawing and product data submitted.
e. Notification of deviations from Contract Documents.
f. Other pertinent data.
4. Submittals shall include the following, as applicable:
a. Date and revision dates.
b. Project title and number.
c. The names of:
1) Engineer.
2) Contractor.
3) Subcontractor.
4) Supplier.
5) Manufacturer.
6) Separate detailer when pertinent.
d. Identification of product or material.
e. Relation to adjacent structure or materials.
f. Field dimensions, clearly identified as such.
g. Specification item or section number.
h. Applicable standards, such as ASTM number or Federal Specification.
i. A blank space, 5 in. x 5 in., for the Engineer's stamp.
j. Identification of deviations from the Contract Documents.
k. Contractor's stamp, initialed or signed, certifying Contractor's review of submittal,
verification of field measurements, and compliance with Contract Documents.
G. Resubmission Requirements Include:
1. Revision of initial drawings as required and resubmittal as specified for initial submittal.
2. An indication on the drawings of any changes, which have been made, other than those
requested by the Engineer.
3. On product data resubmittals, include new data as required for initial submittal.
H. Distribution to Others: After review and approval, the Contractor shall distribute copies of shop
drawings and product data which carry the Engineer's stamp to others as may be required.
I. Shop Drawings and Product Data:
1. Submit notarized certifications cosigned by manufacturer/supplier and Contractor for:
a. Pavement surfacing, leveling and related materials.
b. Grass seed and sod.
Taxiway “G” 01300 - 4 General Requirements
at Sebastian Municipal Airport Submittals
c. Structural and nonstructural concrete materials.
d. Reinforcing steel.
e. Pavement marking paint.
f. Electrical wire and fixtures.
g. Lighting components.
h. All other products as required by the drawings, specifications, and Engineer.
2. Submit shop drawings, product data and steel placement plans for:
a. All cast-in-place or precast structures.
b. Catch basin and manhole grate cover and frame castings.
c. Airport lighting equipment and materials.
d. Concrete and asphalt mix designs.
e. All other products as required by the drawings, specifications, and Engineer.
1.4 MISCELLANEOUS:
A. Equipment Manual: Prepare an Installation, Operation, and Maintenance Manual for all airport
lighting and other installed as a part of this contract. This manual shall be a vinyl notebook
with ring bound compilation of manufacturers' instructions and maintenance manuals. Prepare
this manual, marking out sections, which do not apply, and present four (4) copies to the Owner
through the Engineer after the final inspection is complete. Final payment will not be processed
until the Owner has received and accepted the Manual.
B. Weekly Payrolls:
1. In accordance with Section 120 of the General Provisions submit certified weekly
payrolls for prime contractor and all subcontractors working at project site.
2. Submit payrolls no later than 7 calendar days after pay period. Payrolls will be
considered current if received within 10 calendar days after last workday of payroll
workweek. A workweek is the seven day period between midnight Sunday and midnight
the following Sunday.
3. The Contractor is responsible for submission of payrolls by his subcontractors.
4. Submit a typed summary sheet with each payroll submission listing by week when
contractor and each subcontractor worked at site.
5. A payroll submission is only required for weeks when Contractor or subcontractor is
actually working at the site.
C. EEO Reports:
1. Contractor shall submit Monthly Employment Utilization Report and Annual EEO-1
Report to the appropriate Federal Labor Area Office in accordance with Section 120 of
the General Provisions. Submit copy of submittal to Owner for his records.
2. Prime Contractor shall insure that all his first tier subcontractors submit these reports and
shall submit a sworn statement to Owner monthly certifying that all subcontractor reports
have been submitted as required.
D. DBE Expenditure Reports: With each application for payment, the Contractor shall submit his
DBE expenditure report indicating the name, date and amount disbursed to his DBE
subcontractors for the period as well as for the project to date expenditure.
E. Security Plan: At preconstruction conference, submit for approval proposed security plan
describing specifically how security will be maintained at each access point and work area by
Contractor's forces.
Taxiway “G” 01300 - 5 General Requirements
at Sebastian Municipal Airport Submittals
F. Warranties and Bonds: Submit as specified in Section 01740.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01300
Taxiway “G” 01400 - 1 General Requirements
at Sebastian Municipal Airport Quality Control Services
Section 01400
Quality Control Services
PART 1 - GENERAL
1.1 RELATED DOCUMENTS: Drawings, General Provisions, Supplementary Conditions,
Specifications, Contractor Quality Control Program and other Contract Documents apply to
work of this section.
1.2 DESCRIPTION OF REQUIREMENTS:
A. General: Required inspection and testing services are intended to assist in the determination of
probable compliance of the work with requirements specified or indicated. These required
services do not relieve the Contractor of responsibility for compliance with these requirements
or for compliance with requirements of the Contract Documents.
B. Specified Inspection and Tests: Inspection, tests and related actions specified in this section and
elsewhere in the Contract Documents are not intended to limit the Contractor's own quality
control procedures which facilitate overall compliance with requirements of the Contract
Documents.
C. Contractor Quality Control: Requirements for the Contractor to provide quality control services
as required by the Engineer, the Owner, and the provisions of this section do not limit governing
authorities or other authorized entities.
D. Contractor’s Quality Control Personnel and Laboratory: Contractor shall conform to the
requirements of General Provisions Section 100 and all technical specifications as listed in this
manual.
1.3 RESPONSIBILITIES:
A. Contractor Responsibilities: Contractor is responsible for his own quality control testing and
inspection to insure the quality of his means and methods of construction will produce the
specified quality of work, and for any tests and inspections required by regulatory agencies.
Costs for these services shall be included in the contract sum. The Contractor may employ and
pay an independent agency, testing laboratory or other qualified firm to perform quality control
services specified, or qualified contractor personnel may perform these services.
B. The Contractor shall submit for Engineer's approval a Quality Control (QC) Plan delineating his
methods for each item requiring inspections, tests, and similar services.
C. Quality Assurance: The Owner will engage and pay for the services of an independent agency
to perform inspections and tests of materials for Quality Assurance. The Owner’s quality
assurance testing shall in no way relieve the Contractor of the responsibility for providing the
quality materials, workmanship and testing required to comply with these specifications.
Taxiway “G” 01400 - 2 General Requirements
at Sebastian Municipal Airport Quality Control Services
D. Retest Responsibility: Where results of required inspections, tests, or similar services prove
unsatisfactory and do not indicate compliance with the requirements of the Contract
Documents, then retests are the responsibility of the Contractor, and shall be deducted from
monies due the Contractor on his monthly pay request, regardless of whether the original test
was the Contractor's responsibility. Retesting of work revised or replaced by the Contractor is
the Contractor's responsibility, where required tests were performed on original work.
E. Responsibility for Associated Services: The Contractor is required to cooperate with the
independent agencies performing required inspections, tests, and similar services. Provide such
auxiliary services as are reasonably requested. Notify the testing agency sufficiently in advance
of operations to permit assignment of personnel. These auxiliary services include but are not
necessarily limited to the following:
1. Providing access to the work.
2. Taking samples or providing assistance with taking samples.
3. Delivery of samples to test laboratories.
4. Security and protection of samples and test equipment at the project site.
5. Surveying services required establishing horizontal and vertical location of tests by
Engineer's quality assurance testing laboratory.
1.4 SCHEDULE OF SERVICES: Each specification section identifies principal inspections, tests
and similar services required by the Contractor Documents.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION: Upon completion of inspection, testing, sample-taking, and
similar services performed on the work, repair damaged work and test sites to eliminate
deficiencies. Protect work exposed by or for quality control service activities, and protect
repaired work. Repair and protection is the Contractor's responsibility, regardless of the
assignment of responsibility for inspection, testing or similar services.
3.2 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 01400
Taxiway “G” 01530-1 General Requirements
at Sebastian Municipal Airport Airfield Temporary Markings and Barricades
Section 01530
Airfield Temporary Markings and Barricades
PART 1 - GENERAL
1.1 DESCRIPTION:
A. Provide temporary barricades and as required for safety of aircraft and contractor's work forces,
and to maintain use of the various portions of the air operations area during construction.
B. Comply with referenced FAA Advisory Circulars and the safety and staging plan.
C. Related work specified elsewhere:
1. Construction safety: General Provisions and General Requirements.
2. Staging and safety plan: Contract Drawings and General Requirements.
PART 2 - PRODUCTS
2.1 BARRICADES:
A. Low Profile Barricades: Plastic, with alternating diagonal 4” wide reflective white and orange
stripes and one battery powered flashing or steady burning red light as shown in the drawings with
lights spaced at no more than 10 ft. Low profile barricades shall be no more than 18 inches high and
water filled or anchored with sand bags. An alternate type II barricade that meets the requirements in
FAA A/C 150/5370-2G may be used when approved by the Engineer.
B. Yodock Water Filled Barriers.
2.2 PAVEMENT PAINT MARKINGS: As specified in Item P-620.
PART 3 - EXECUTION
3.1 GENERAL:
A. Install at locations shown on the drawings and where directed by Engineer. Generally, place
barricades a maximum of 25 feet on centers or as indicated on the drawings. Anchor barricades
and markers with sandbags or other methods approved by Engineer.
B. Maintain barricades until removal is directed by Engineer. The barricade flasher batteries shall
be checked daily to insure that flashers are operational. Replace batteries as required.
C. Remove barricades and markers as directed by Engineer. Repair any damage to pavement or
surrounding area caused by markers or barricades.
Taxiway “G” 01530-2 General Requirements
at Sebastian Municipal Airport Airfield Temporary Markings and Barricades
3.2 MEASUREMENT AND PAYMENT: Work in this section will not be measured. All work and
materials covered by this section will be paid for in the lump sum price for Mobilization, Section
C-105.
END OF SECTION 01530
Taxiway “G” 01600 - 1 General Requirements
at Sebastian Municipal Airport Materials and Equipment
Section 01600
Materials and Equipment
PART 1 - GENERAL
1.1 REQUIREMENTS:
A. Material, Equipment, and Products Incorporated into the Work shall conform to applicable
specifications and standards; shall comply with size, make, type and quality specified, or as
specifically approved in writing by the Engineer; and shall not be used for any purpose other
than that for which it is designed or is specified.
B. Manufactured and Fabricated Products shall be designed, fabricated and assembled in
accordance with the best engineering and shop practices. Like parts of duplicate units shall be
manufactured to standard sizes and gages, to be interchangeable. Products shall be suitable for
service conditions. Equipment capacities, sizes and dimensions shown or specified shall be
adhered to unless Engineer specifically approves variations in writing.
C. Related Requirements in Other Parts of the Project Manual: Conditions of the Contract.
D. Standardization: Unless otherwise approved by the Engineer, items and equipment of a similar
type and function shall be furnished by one manufacturer to standardize on replacement parts,
service calls, operation and maintenance matters, and to avoid a division of responsibility
among several manufacturers.
E. A single supplier shall be used on principal items of equipment and systems where one or more
components are not manufactured by the principal supplier; this is required to place
performance and service responsibilities for the entire unit or system with only one supplier or
manufacturer.
1.2 PRODUCTS SUBSTITUTIONS AND OPTIONS:
A. Products List: Contractor shall submit a complete list of products to be incorporated into the
work (with the name of the installing contractor) at the Preconstruction Conference required by
these specifications.
B. Contractor's Options:
1. For products specified only by reference standard, select any product meeting that
standard.
2. For products specified by naming several products or manufacturers, select any one of the
products or manufacturers named, which complies with the specifications.
3. Airport lighting equipment covered by FAA specifications require certification under the
Airport Lighting Equipment Certification Program described in Advisory Circular
150/5345-53, latest edition. Select equipment from the Certified Airport Lighting
Equipment list appended to the Advisory Circular. An updated list is published
biannually.
Taxiway “G” 01600 - 2 General Requirements
at Sebastian Municipal Airport Materials and Equipment
C. Product Substitutions: Contractor shall submit, at the Preconstruction Conference, all requests
for product substitutions. No requests for substitutions will be accepted from manufacturers or
suppliers.
Submit a separate written request for each product, supported with complete data, with
drawings and samples as appropriate, including:
1. Comparison of the qualities of the proposed substitution with the product specified.
2. Changes required in other elements of the work because of the substitution.
3. Effect on the construction schedule.
4. Cost data comparing the proposed substitution with the product specified.
5. Any required license fees or royalties.
6. Availability of maintenance service, and source of replacement materials.
Engineer shall be the judge of the equality and acceptability of the proposed substitution. If
Engineer determines the proposed substitute product is not "equal" to the specified product, the
Contractor must provide the specified product, subject to Engineer's shop drawing review and
approval.
No further requests for substitutions will be considered after Preconstruction Conference.
D. Contractor's Representation: A request for a substitution constitutes a representation that
Contractor:
1. Has investigated the proposed product and determined that it is equal to or superior in all
respects to that specified.
2. Will provide the same warranties or bonds for the substitution as for the product
specified.
3. Will coordinate the installation of an accepted substitution into the work, and make such
other changes as may be required to make the work complete in all respects.
4. Waives all claims for additional costs, under his responsibility, which may subsequently
arise.
E. Engineer's Review: Engineer will review requests for substitutions with reasonable promptness
and notify Contractor, in writing, of the decision to accept or reject the requested substitution.
1.3 MANUFACTURER'S INSTRUCTIONS:
A. Printed Instructions: When Contract Documents require that installation of work shall comply
with manufacturer's printed instructions, Contractor shall obtain and distribute copies of such
instructions to parties involved in the installation, including copies to Engineer. Maintain one
set of complete instructions at the job site during installation and until completion and
acceptance.
B. Strict Compliance: Handle, install, connect, clean, condition, and adjust products in strict
accord with such instructions and in conformity with specified requirements. Should job
conditions or specified requirements conflict with manufacturer's instruction, consult with
Engineer for further instructions. Do not proceed with work without clear instructions.
C. Complete Compliance: Perform work in accord with manufacturer's instructions. Do no omit
any preparatory step or installation procedure unless specifically modified or exempted by
Contract Documents.
Taxiway “G” 01600 - 3 General Requirements
at Sebastian Municipal Airport Materials and Equipment
1.4 TRANSPORTATION AND HANDLING:
A. Deliveries: Contractor shall arrange deliveries of products in accord with construction
schedules; coordinate to avoid conflict with work and conditions at the site. Deliver products in
undamaged condition, in manufacturer's original containers or packaging, with identifying
labels intact and legible. Immediately on delivery, inspect shipments to assure compliance with
requirements of contract documents and approved submittals, and that products are properly
protected and undamaged.
B. Handling: Provide equipment and personnel to handle products by methods to prevent soiling
or damage of products or packaging.
1.5 STORAGE AND PROTECTION:
A. Storage: Store products in accord with manufacturer's instructions, with seals and labels intact
and legible. Store products subject to damage by the elements in weather tight enclosures.
Maintain temperature and humidity within the ranges required by manufacturer's instructions.
B. Exterior Storage: Store fabricated products above the ground, on blocking or skids; prevent
soiling or staining. Cover products, which are subject to deterioration with impervious sheet
coverings; provide adequate ventilation to avoid condensation.
Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with
foreign matter.
C. Storage Inspection: Arrange storage in a manner to provide easy access for inspection. Make
periodic inspections of stored products to assure that products are maintained under specified
conditions, and free from damage or deterioration.
D. Protection after Installations: Provide substantial coverings as necessary to protect installed
products from damage from traffic and subsequent construction operations. Remove when no
longer needed.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01600
Taxiway “G” 01700 - 1 General Requirements
at Sebastian Municipal Airport Contract Closeout
Section 01700
Contract Closeout
PART 1 - GENERAL
REQUIREMENTS:
Comply with requirements stated in conditions of the contract and in specifications for administrative
procedures in closing out the work.
Related requirements in other parts of the Project Manual including fiscal provisions, legal submittals and
additional administrative requirements: Conditions of the contract.
Related requirements specified in other sections:
1. Closeout submittals required of trades: The respective sections of specifications.
2. Project Record Documents: Section 01720.
3. Warranties and Bonds: Section 01740.
SUBSTANTIAL COMPLETION: The conditions and procedures for inspection and Contractor's, Engi-
neer's and Owner's responsibilities pertaining to substantial completion are as specified in the General
Provisions and in the Supplementary Conditions.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
FINAL INSPECTION: Shall be in accordance with conditions and procedures outlined in the Contract
Documents. When Engineer finds that the work is acceptable under the Contract Documents, he will re-
quest required Contractor's Closeout Submittals.
REINSPECTION FEES: Should Engineer perform re-inspections due to failure of the work to comply
with the claims of status of completion made by the Contractor, the Owner will compensate Engineer for
such additional services. The Owner will deduct the amount of such compensation from the final pay-
ment due the Contractor.
CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER:
1. Evidence of compliance with requirements of governing authorities: Certificates of Inspection.
2. Project Record Documents: Conform to requirements of Section 01720.
3. Warranties and Bonds: Conform to requirements of Section 01740.
4. Evidence of payment and release of liens: To requirements of General Provisions and Supple-
mentary Conditions.
5. Certificates of Insurance for products and completed operations.
Once the Engineer has determined the work is acceptable under the Contract Documents, he will furnish
the Contractor appropriate number of copies of the following forms, copies of which are attached:
1. Contractor Warranty Form
2. Affidavit of Payment
3. Affidavit of Release of Liens
4. Final Waiver of Lien
5. Consent of Surety for Final Payment
6. Final DBE Participation Report
Taxiway “G” 01700 - 2 General Requirements
at Sebastian Municipal Airport Contract Closeout
PAYMENT: No separate payment will be made under this section for work described or specified herein.
END OF SECTION 01700
Taxiway “G” 01700 - 3 General Requirements
at Sebastian Municipal Airport Contract Closeout
AFFIDAVIT OF PAYMENT
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by _____________ to furnish labor and materials for City of Sebastian
work, under a contract for the improvement of the property described as Sebastian Municipal Airport Taxiway “G” in the
City of Sebastian County of Indian River, State of Florida of which the City is the Owner,
NOW, THEREFORE, on this day of , 20 ,
The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract hereby certifies
that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached
hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor
or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of
the Contract referenced above.
EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner
for each exception.)
ATTACHMENTS:
1. Consent of Surety to Final Payment. (Whenever Surety is involved, Consent of Surety is required.)
2. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment.
3. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers.
4. Contractor's Affidavit of Release of Liens.
CONTRACTOR (Name of sole ownership, corporation or partnership)
(Signature of Authorized Representative)
(Affix corporate seal here)
TITLE
Taxiway “G” 01700 - 4 General Requirements
at Sebastian Municipal Airport Contract Closeout
AFFIDAVIT OF RELEASE OF LIEN
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by _______________ to furnish labor and materials for City of Sebastian
work, under a contract for the improvement of property described as Sebastian Municipal Airport Taxiway “G” in the
City of Sebastian County of Indian River, State of Florida of which the City is the Owner,
NOW, THEREFORE, this day of , 20 ,
The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract hereby certifies
that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached
hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor
or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of
the Contract referenced above.
EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner
for each exception.)
ATTACHMENTS:
1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment.
2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers.
SUBCONTRACTOR (Name of sole ownership, corporation or partnership)
(Signature of Authorized Representative)
(Affix corporate seal here)
TITLE
Taxiway “G” 01700 - 5 General Requirements
at Sebastian Municipal Airport Contract Closeout
FINAL WAIVER OF LIEN
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by ______________ to furnish labor and materials for the City of
Sebastian work, under a contract for the improvement of property described as Sebastian Municipal Airport Taxiway
“G” in the City of Sebastian County of Indian River, State of Florida of which the City is the Owner,
NOW, THEREFORE, this day of , 20 .
for and in consideration of the sum of Dollars paid simultaneously
herewith, the receipt whereof is hereby acknowledged by the undersigned, the undersigned does hereby waive and
release any lien rights to, or claim of lien with respect to and on said above-described premises, and the improve-
ments thereon, and on the monies or other considerations due to become due from the owner, on account of labor,
services, material, fixtures, apparatus of machinery heretofore or which may hereafter be furnished by the under-
signed to or for the above-described premises by virtue of said contract.
CONTRACTOR (Name of sole ownership, corporation or partnership)
(Signature of Authorized Representative)
(Affix corporate seal here)
TITLE
Taxiway “G” 01700 - 6 General Requirements
at Sebastian Municipal Airport Contract Closeout
CONTRACTOR WARRANTY FORM
Project Name Taxiway “G”
Location Sebastian Municipal Airport
Owner City of Sebastian
We, CONTRACTOR, Contractor for the above referenced project, do hereby warrant that all labor and materials
furnished and work performed are in accordance with the Contract Documents and authorized modifications thereto,
and will be free from defect due to defective materials or workmanship for a period of one year from Date of Sub-
stantial Completion. This warranty commences on
_________________________________
(Date of Substantial Completion Affixed by Engineer)
and expires on:
_________________________________
(Three Year from Commencement Date)
This warranty covers that portion of the project described below:
Should any defect develop during the warranty period due to improper materials, workmanship or arrangement, the
defect shall, upon written notice by the Owner, be made good by the Undersigned at no expense to the Owner.
Nothing in the above shall be deemed to apply to work which has been abused or neglected by the Owner.
___________________________________
Date
CONTRACTOR (Name of sole ownership, corporation or partnership)
(Signature of Authorized Representative)
(Affix corporate seal here)
TITLE
Taxiway “G” 01700 - 7 General Requirements
at Sebastian Municipal Airport Contract Closeout
CONSENT OF SURETY FOR FINAL PAYMENT
Project Name Taxiway “G”
Location Sebastian Municipal Airport
Owner City of Sebastian
Type of Contract Construction
Amount of Contract $
In accordance with the provisions of the above-named contact between the Owner and the Contractor, the
following named surety:
SURETY
on the Payment Bond of the following named Contractor:
CONTRACTOR
hereby approves of final payment to the Contractor, and further agrees that said final payment to the
Contractor shall not relieve the Surety Company named herein of any of its obligations to the following named
Owner: as set forth in said Surety company's bond:
OWNER
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this DAY day of MONTH
20____.
SURETY
(Signature of Authorized Representative)
(Affix corporate seal here)
TITLE
IF SIGNED BY ATTORNEY-IN-FACT, POWER OF ATTORNEY MUST BE ATTACHED.
Taxiway “G” 01710 - 1 General Requirements
at Sebastian Municipal Airport Cleaning and Disposal
Section 01710
Cleaning and Disposal
PART 1 - GENERAL
1.1 DESCRIPTION: Contractor shall execute cleaning during progress of the work and at comple-
tion of the work as required by the General Provisions and other specification documents.
1.2 DISPOSAL REQUIREMENTS:
Conduct cleaning and disposal operations to comply with all local, state and federal codes, ordi-
nances, regulations, and anti-pollution laws; and with airport and construction safety require-
ments.
All disposals of waste materials shall be off airport property at locations approved by the Engineer.
Contractor shall be responsible for arranging for and obtaining off-site disposal areas, including payment
for all costs associated with such disposal.
1.2 SUBMITTALS: Prior to beginning work, submit a Disposal Plan for the satisfactory disposal of
all waste materials and debris.
Submit two (2) copies of the disposal site owner's written permission for such disposal with Dis-
posal Plan.
PART 2 - PRODUCTS
2.2 MATERIALS:
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer of the sur-
face material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material manufactur-
er.
PART 3 - EXECUTION
3.3 CLEANING: Execute periodic cleaning to keep the work, site and adjacent properties free from ac-
cumulations of waste materials, rubbish, windblown debris, and dust resulting from construction op-
erations. Provide on-site containers for the collection of waste materials, debris and rubbish. Re-
move waste materials, debris and rubbish from the site periodically and dispose of at approved loca-
tions.
3.4 BARRIERS AND PROTECTION: Protect existing structures and vegetation from cleaning and dis-
posal operations as required.
3.5 DUST CONTROL: Schedule cleaning and other operations so that dust and other contaminants re-
sulting there from will not fall on wet or newly coated surfaces, will not damage or contaminate air-
craft, and will not unduly affect the work of other airport tenants.
Taxiway “G” 01710 - 2 General Requirements
at Sebastian Municipal Airport Cleaning and Disposal
3.6 DISPOSAL OF DEBRIS AND WASTE MATERIALS:
A. If permitted by Owner and local, state and federal regulations, Contractor may dispose of com-
bustible materials on-site by burning. Unguarded fires will not be permitted. Burning will be re-
stricted as follows:
a. Burning of poison oak, poison ivy or other plants of similar nature will be prohibited.
b. Tires or other combustible waste material shall not be used to augment burning.
c. Burning operations that may in any way be hazardous to air operations will not be al-
lowed.
B. Non-combustible and waste materials and ashes shall be removed from the site and disposed of in
accordance with the Disposal Plan.
3.7 PAYMENT: No separate payment will be made under this section for work described or specified
herein.
END OF SECTION 01710
Taxiway “G” 01720 - 1 General Requirements
at Sebastian Municipal Airport Project Record Documents
Section 01720
Project Record Document
PART 1 - GENERAL
1.1 GENERAL REQUIREMENTS:
A. Contractor shall maintain at the site as specified herein for the Owner one record copy of:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change orders and other modifications.
5. Engineer field orders or written instructions.
6. Approved shop drawings, product data and samples.
7. Field test records.
8. Laboratory test records.
B. Related requirements in other parts of the Project Manual: Conditions of the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 MAINTENANCE OF DOCUMENTS AND SAMPLES:
A. Store record documents and samples in Contractor's field office apart from documents used for
construction.
B. File documents and samples in accordance with data filing format of the Construction Specifica-
tions Institute - MASTERFORMAT.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record doc-
uments for construction purposes.
D. Make documents and samples available at all times for inspection by Engineer.
3.2 RECORDING:
A. Stamp or label each document "PROJECT RECORDS" in 3/4-inch letters.
B. During daily progress of the work, the job superintendent for the Contractor shall record infor-
mation concurrently with construction progress.
C. Do not conceal any work until required information is recorded.
D. Drawings: Legibly mark to record actual construction in color codes designated by the Engineer.
E. All field data for record information shall be obtained by a surveyor who is a Registered Land
Surveyor (RLS) in the state of Florida.
F. Record Information includes but is not limited to the following:
1. Depths of various elements of foundation in relation to finish reference datum.
2. Horizontal and vertical locations of pavements and underground utilities and appurtenances,
referenced to permanent surface improvements or finish reference datum.
3. Field changes of dimension and detail.
4. Changes made by field order or by change order.
5. Details not on original contract drawings.
6. Extent and dimensions of pavement removal.
7. Any other changes in the plans.
8. Storm drainage system construction:
Taxiway “G” 01720 - 2 General Requirements
at Sebastian Municipal Airport Project Record Documents
a. Exact distance between all catch basins, manholes, points of intersection, and line termi-
nals or headwalls.
b. The invert elevation of the end of all pipes, stub outs, and headwalls.
c. The rim (top of frame) or top of grate and invert elevations of all manholes, catch basins,
and other structures.
9. Electrical construction identification:
a. Exact distance between all manholes and points of intersection.
b. Exact size and location of duct bank or cable run and what circuits it feeds.
c. Exact location of any lines abandoned in place.
d. Exact location, type, and size of runway and taxiway edge lights, centerline lights, and/or
touchdown zone lights.
e. Rim and invert elevation of all manholes and duct banks.
f. Depth of cover on direct burial lines.
g. Locations of cable splices.
h. Location and description of signs.
G. Specifications and addenda: Legibly mark each section to record:
1. Manufacturer, trade name, catalog number, and supplier of each product and item of equip-
ment actually installed.
2. Changes made by field order or by change order.
H. All horizontal control dimensions shall be to the nearest tenth of a foot. Elevations shall be to the
nearest one-hundredth of a foot.
I. Set one (1) Concrete Benchmark and document location and elevation data.
3.3 SUBMITTAL:
A. Upon completion of the work as described in Section 01010 “Scope of Work”, the Contractor shall
submit on hard copy and electronic media (AutoCAD 2020 or later from Autodesk), record drawings of
all work completed to the Engineer. Record drawings shall include all elevation data points which shall be
submitted in 3-d format and shall include, as a minimum the northing, easting, elevation (all in feet) and
descriptor for each data point. The Engineer will provide Contractor with AutoCAD drawings of all origi-
nal construction drawings. Any design information in the drawings that has been changed shall be
marked with a strike thru and as-built information shall be added such that the drawings contain the origi-
nal design and the as-built configuration.
B. At the close of the job and prior to receipt of final payment, the Contractor shall deliver to the Engineer
for the Owner two complete hard copy sets of Record Documents meeting the requirements of 3.3(A)
plus the number of sets required by all regulatory agencies. The final Pay Request will not be processed
until receipt and acceptance by the owner and all regulatory agencies of the record drawings for the pro-
ject. All hard copy submittals shall be signed and sealed by a Professional Land Surveyor licensed
in the State of Florida.
C. Accompany submittal with transmittal letter containing:
1. Date.
2. Project title and number.
3. Contractor's name and address.
4. Title and number of each record document.
5. Signature of Contractor or his authorized representative.
3.4 PAYMENT: Payment shall be made at the contract lump sum price for “Project Record Docu-
ments.”
Taxiway “G” 01720 - 3 General Requirements
at Sebastian Municipal Airport Project Record Documents
Payment will be made under:
Item 01720 Project Record Documents -- per lump sum
END OF SECTION 01720
Taxiway “G” 01740 - 1 General Requirements
at Sebastian Municipal Airport Warranties and Bonds
Section 01740
Warranties and Bonds
PART 1 - GENERAL
1.1 GENERAL REQUIREMENTS:
A. Contractor shall:
1. Compile specified warranties and bonds.
2. Compile specified service and maintenance contracts.
3. Co-execute submittals to verify compliance with Contract Documents.
4. Review submittals to verify compliance with Contract Documents.
5. Submit to Engineer for review and transmittal to Owner.
B. Related requirements in other parts of the Project Manual:
1. Bid Bonds: Instructions to bidders.
2. Performance Bond and Payment Bond: Conditions of the contract.
3. General warranty of construction: Conditions of the contract.
C. Related requirements specified in other sections:
1. Warranties and Bonds required for specific products: Each respective section of
specifications.
2. Provisions and duration of Warranties and Bonds: The respective section of
specifications, which specifies the product.
3. Contract closeout: Section 01700
4. Equipment Manuals: Section 01300
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SUBMITTAL REQUIREMENTS:
A. Assemble warranties, bonds, and service and maintenance contracts, executed by each of the
respective manufacturers, suppliers, and subcontractors.
B. Number of original signed copies required: Two (2) each.
C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each
item.
1. Product or work item.
2. Firm, with name of principal, address and telephone number.
3. Scope.
4. Date of beginning of warranty, bond, or service and maintenance contract.
5. Duration of warranty, bond, or service and maintenance contract.
6. Provide information for Owner's personnel:
Taxiway “G” 01740 - 2 General Requirements
at Sebastian Municipal Airport Warranties and Bonds
a. Proper procedure in case of failure.
b. Instances, which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
3.2 FORM OF SUBMITTALS:
A. Prepare in duplicate packets.
B. Format:
1. Size 8 1/2 inches x 11 inches. Punch sheets for 3-ring binder. Fold larger sheets to fit
into binders.
2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS".
List:
a. Project title and number.
b. Owner's name.
c. Contractor's name and address.
C. Binders: Commercial quality, 3-ring, with durable and cleanable plastic covers.
3.3 TIME OF SUBMITTALS:
A. Submit within ten (10) days after date of substantial completion, and prior to final request for
payment.
B. For items of work where acceptance is delayed materially beyond the date of substantial
completion, provide updated submittal within ten (10) days after acceptance, listing the date of
acceptance as the start of the warranty period.
3.4 SUBMITTALS REQUIRED: Submit warranties, bonds, and service and maintenance contracts
as specified in the respective sections of specifications.
3.5 PAYMENT: No separate payment will be made under this section for work described or
specified herein.
END OF SECTION 01740