construction safety and phasing plan...
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CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)
FOR THE
POWER DISTRIBUTION AND LOADING
BRIDGE REPLACEMENT
Prepared by:
Sarasota Manatee Airport Authority
January 20, 2017
Power Distribution and Loading
Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
Page 2 of 15
TABLE OF CONTENTS
1. Coordination .................................................................................................................................................. 3
2. Phasing ........................................................................................................................................................... 4
3. Areas and Operations Affected by Construction Activity ......................................................................... 5
4. Protection of Navigation Aids (NAVAIDs) ................................................................................................. 5
5. Contractor’s Access ....................................................................................................................................... 6
6. Wildlife Management .................................................................................................................................... 6
7. Foreign Object Debris (FOD) Management ............................................................................................... 7
8. Hazardous Material (HAZMAT) Management .......................................................................................... 7
9. Notification of Construction Activities ........................................................................................................ 7
10. Inspection Requirements .............................................................................................................................. 8
11. Underground Utilities ................................................................................................................................... 8
12. Penalties ......................................................................................................................................................... 8
13. Special Conditions ......................................................................................................................................... 9
14. Runway and Taxiway Visual Aids ............................................................................................................... 9
15. Marking and Signs for Access Routes ......................................................................................................... 9
16. Hazard Marking and Lighting ..................................................................................................................... 9
17. Protection of Runway and Taxiway Safety Areas, Object Free Areas, Obstacle Free Zones, and
Approach/Departure Surfaces ................................................................................................................... 10
18. Other Limitations on Construction ........................................................................................................... 10
Drawings………………………………………………………………………………………...…Appendix A
Power Distribution and Loading
Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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Airport safety and security during construction is extremely critical to safe operations at an airport. A well
planned strategy can minimize the risk to the contractor and to aircraft operations during construction, while
minimizing disruption of normal aircraft operations. This Construction Safety and Phasing Plan (CSPP) has been
developed to achieve these goals. The contractor is responsible for reviewing and implementing these guidelines and
procedures during all phases of construction. The contractor is also responsible for submitting a Safety Plan
Compliance Document (SPCD) based upon this CSPP for approval prior to mobilizing the project site.
1. Coordination
a. Contacts - The Power Distribution and Loading Bridge Replacement project was designed by AERO
Systems Engineering. Table 1 provides project contacts for the parties involved during design, and
the table will be updated, when available, with contractor’s information.
TABLE 1
Organization Role Contact Name Contact Phone #
FAA - ADO Program Manager Krystal Ritchey 407-812-6331
FAA – NAS Planning Planner/Reviewer John D. Robinson 404-305-7332
FDOT Program Manager Wendy Sands 836-519-2520
AERO Systems
Engineering Engineer /Consultant Dennis Ruff 770-423-4200
Sarasota Manatee
Airport Authority Project Manager Ken Hinkle 941-359-2770
Sarasota Manatee
Airport Authority Fire Chief Bill Quinn 941-993-9613
Sarasota Manatee
Airport Authority Operations Manager Lionel Guilbert 941-302-5781
Contractor
Contractor
b. Preconstruction Conference - A pre-construction conference will be held prior to issuance of Notice
to Proceed. At a minimum, required attendees will include Airport Operations staff, local air traffic
control management, local FAA airway facilities personnel, airport electrician, design engineer,
construction administration engineer, construction observation staff, project superintendent and
foreman of prime Contractor, as well as the project foreman for each subcontractor employed by the
prime Contractor. Agenda of preconstruction conference will include a review of this CSPP and the
Contractors Safety Plan Compliance Document (CSPD), labor requirements, civil rights
requirements, and will generally follow the guidance as defined in AC 150/5370-2F - Operational
Safety on Airports During Construction (www.faa.gov).
c. Contractor Progress Meetings - Weekly or bi-weekly construction progress meetings will be held
throughout the duration of the project. At a minimum, required attendees will include Airport
Operations staff, Airport Fire Rescue staff, construction administration engineer, construction
observation staff, project superintendent and foreman of prime Contractor, as well as the project
foreman for each subcontractor with work occurring during the current period. Construction phasing
and safety will be a standing agenda item at the construction progress meetings. Additional meetings
will be held when requested by the Owner or the Contractor.
d. Scope or Schedule Changes - The contractor shall submit an updated schedule and discuss
scheduling of construction at each construction progress meeting. The contractor is required to
coordinate with the airport and its designated representatives to coordinate safety and phasing issues
arising from schedule changes or changes in the scope of work. An update of the Construction Safety
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Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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and Phasing Plan and the Contractor’s Safety Plan Compliance Document may be necessary at the
sole discretion of the airport’s project manager.
e. Daily Coordination - At all times when construction activities are being performed on this project
the prime Contractor must have a foreman on-site or immediately available who is authorized to
make decisions regarding the operations and safety of all personnel employed by the Contractor and
Subcontractors. Each day the designated foreman must meet with the Airport Operations
representative designated by the owner, to coordinate activities for the day’s work.
2. Phasing
a. Scope of Work – A majority of the work on this project will occur within the air operations area
(AOA). The project will replace 13 Passenger Boarding Bridges at the existing facility on Concourse
B. The project includes new point of use (POU) preconditioned air (PCA) units and 400Hz ground
power units (GPU), and upgrades and modifications to the existing facility's electrical distribution.
The project also include modifications to all aircraft parking and airside ramp striping to include
modifications to the perimeter vehicle service road as necessary to accommodate the desired fleet
mix at the gates. Additional work on the landside will consist of any of the Contractor’s staging
operations.
b. Locations, Durations, and Sequence of the Work - Aircraft will at all times have right-of-way over
all construction vehicles and equipment. The project will be constructed in thirteen (13) separate
work areas over a total project duration of 392 calendar days. The contractor may schedule these
work areas in a sequence and time duration that best meets his construction methods, however, the
contractor shall not work in more than two (2) work areas, simultaneously, and shall not exceed the
total project duration time without prior approval from Airport Operations and Engineering. The
thirteen work areas, and their respective scope of work, are described below:
1. Work Area B1: Work Area B1 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
2. Work Area B2: Work Area B2 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
Power Distribution and Loading
Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
3. Work Area B3: Work Area B3 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
4. Work Area B4: Work Area B4 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
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Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
5. Work Area B5: Work Area B5 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
6. Work Area B6: Work Area B6 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
7. Work Area B7: Work Area B7 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
Power Distribution and Loading
Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
8. Work Area B8: Work Area B8 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
9. Work Area B9: Work Area B9 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
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Bridge Replacement Sarasota Bradenton International Airport Sarasota Bradenton International Airport
Construction Safety and Phasing Plan
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personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
10. Work Area B10: Work Area B10 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
11. Work Area B11: Work Area B11 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
12. Work Area B12: Work Area B12 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
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Construction Safety and Phasing Plan
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contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
13. Work Area B14: Work Area B14 will generally include removal of the existing passenger
boarding bridge (PBB) and the installation of a new PBB. Existing support equipment,
cable, conduit, and pavement markings will be removed, replaced, or protected in place
as shown on the contract documents. New PBBs along with associated support
equipment, cable, conduit, and pavement markings shall be installed in accordance with
the contract documents. Lighted barricades will be installed in the presence of SRQ
operations personnel for the work area. Construction activities performed within the
limits of the work area shall not require closure of taxiways or adjacent ramp space. The
contractor shall yield to aircraft traffic at all times when moving to and from the work
area. The contractor shall have one staging area and two staging/laydown areas. The
staging area will be in the abandoned parking lot, outside of the AOA, northwest of the
Runway 4 end as shown on sheet GC101 of the contract drawings. All contractor
personal vehicle parking and equipment storage shall be within this staging area, outside
of the AOA. The two staging/laydown areas will be inside the AOA, the first is adjacent
to staging area number one, and the other is east of Terminal B on the aircraft parking
apron as shown on GC101. Staging/laydown areas inside the AOA shall not be used for
personal vehicle parking or equipment storage and shall be kept clean and free of debris
at all times.
The contractor shall submit a Safety Plan Compliance Document and a phasing plan 7 days prior to
the pre-construction conference. Continuous coordination with Airport Operations and other airport
staff will be required throughout the project.
During the weekly or bi-weekly construction coordination meetings the contractor will be required
to identify the phase and specific work items he will be working on for the following 2 weeks and
to provide a plan of barricade locations for each day’s work for approval. The contractor will identify
locations he will be working and provide a barricade plan for approval no less than 48 hours prior
to beginning work on the phase so that SMAA can issue necessary NOTAMs.
3. Areas and Operations Affected by the Construction Activity
The Construction Safety and Phasing Plan (CSPP), Sheets GC100-GC114, depict the areas that will be
affected by construction activities along with the proposed maintenance of traffic and safety. The majority
of the work is outside of the Runway Safety Areas and Taxiway OFAs, but there will be various apron
impacts during construction. Airport Engineering and Operations will be responsible for coordinated
closures and assuring barricades are placed properly. In addition, Air Traffic Control Tower personnel will
be briefed on the phasing plan and NOTAMs will be issued prior to any taxiway/taxilane closures. To
increase the safety of aircraft the Contractor will be required to monitor air traffic frequencies continuously.
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Construction Safety and Phasing Plan
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Only airport staff will be responsible for direct communication with ATCT staff. Contractor shall not
enter RSAs or TOFAs without an escort from Airport staff.
4. Protection of Navigation Aids (NAVAIDs)
No impacts to NAVAIDs are anticipated during this project. Should the scope of the project be modified that
NAVAIDs are impacted, the Contractor shall notify the emergency FAA contact found in the Coordination
section above and address it in an update to the SPCD. Any unplanned or accidental impacts to NAVAIDS
the Contractor shall notify Airport Operations immediately, followed by the Airport Engineer.
5. Contractor’s Access
Stockpiled Construction Material - The Contractor shall limit placement of stockpiled materials to areas
designated as laydown or staging areas as defined on the CSPP plan sheets.
a. Access to Airport Operations Area - The airport operations area (AOA) is defined by the perimeter
fence surrounding the airfield. Access onto the AOA is through any number of gates along the fence
or doors through buildings. Contractor access onto the AOA is limited to the gates shown on the
CSPP plan sheets. Access gates shall remain closed and locked except when actively in use for
passage of vehicles or personnel. No person shall enter upon the Air Operations Area (AOA), or
any other restricted area except authorized personnel assigned to duty therein.
b. Prevent Improper Movement - Contractor operations within the AOA are limited to the immediate
vicinity around the project work areas as defined on the CSPP plan sheets. A visual boundary shall
be installed by the Contractor around all work areas unless otherwise approved by Airport
Operations. The closure of taxiway/taxilane or aprons using contractor-provided low-profile
barricades shall serve as the visual boundary. Construction vehicles and personnel shall not cross
barricades at any time without approval from Airport Operations and/or air traffic control. In
addition, the Contractor shall provide stakes or another frangible method of delineating the location
of a Taxiway Object Free Area if the Contractor’s operations involve work on an active taxiway on
a pull-back basis.
c. Parking Areas for Personal Vehicles and Equipment - Contractor employee personal vehicles may
not be parked or driven in the AOA. Parking areas for Contractor employees will be designated by
the Airport’s Project Manager. In staging areas outside the AOA fence, the Contractor may at his
option construct temporary fence around the staging area for the security of employee vehicles and
other materials and equipment. Contractor vehicles and equipment may not be parked inside of the
project work area within the AOA unless a location is otherwise approved by Airport Operations
which will not impact air traffic.
d. Haul Routes - The construction plans depict haul routes for both overall site access from surrounding
public roadways and haul routes to the individual phased work areas through the AOA fence. The
contractor is not to use runways and taxiways as a haul route except as approved by Airport
Operations. Contractor access and hauling operations are strictly limited to the haul routes shown.
The Contractor shall satisfy himself as to the capability of the haul route to support the equipment
he intends to use to perform the work. The Contractor is responsible for any improvements,
maintenance, and repair of damage to haul routes as needed to efficiently perform construction
activities. Following completion of construction the Contractor is required to restore haul route to
original condition.
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Construction Safety and Phasing Plan
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6. Wildlife Management
a. Trash - The Contractor shall remove trash from the site on a daily basis, and shall diligently avoid
generating FOD in active airport operations areas.
b. Standing Water - Wherever possible, the Contractor should avoid generating areas of standing water.
As necessary, the Contractor shall provide temporary drainage to all standing water generated by
construction operations.
c. Tall Grass and Seeds - Seeding will not be permitted within the AOA. The Contractor will be
required to sod areas disturbed by construction activities that are located within the AOA. Watering
of sod during dry weather conditions should be planned for according to sod provider’s
recommendations.
d. Poorly Maintained Fencing and Gates - The Contractor is responsible for maintaining the security
of gates made available for access to the AOA during construction. All gates shall remain closed
except to allow vehicles and personnel passage into or out of the AOA. No gate shall be left open
and unattended at any time. See Contractor Access above.
e. Disruption of Existing Wildlife Habitat - The contractor shall notify Airport Operations immediately
if wildlife is sighted within the AOA perimeter.
7. Foreign Object Debris (FOD) Management
Waste and loose materials, commonly referred to as FOD, are capable of causing damage to aircraft landing
gears, propellers, and jet engines. The Contractor must not leave or place FOD on or near active aircraft
movement areas. The Contractor shall keep pavement surfaces free of dirt, mud, and other debris from the
Contractor's equipment.
The contractor will be required to continuously clear the project site of any and all debris capable of being
blown by wind onto active airfield areas. Any debris or dirt from the project site deposited on any airfield
pavement shall be cleaned immediately by a motor driven sweeper or vacuum, which the contractor is
required to have onsite at all times. Sweepers must be equipped with non-metallic bristles. A program of
regular airfield pavement inspection shall be planned by the contractor and conducted with the Airport
Operations staff and the Engineer.
8. Hazardous Material (HAZMAT) Management
The Contractor must be adequately prepared to expeditiously contain and clean-up spills resulting from fuel
or hydraulic fluid leaks from any vehicle or equipment utilized on the airport. Special care must also be taken
when handling or transporting hazardous materials on airport property. See AC 150/5320-15A - Management
of Airport Industrial Waste (www.faa.gov), for further instruction.
9. Notification of Construction Activities
Maintenance of a list of responsible representatives/points of contact - A point of contact list shall be
completed and included as part of the Contractor’s Safety Plan Compliance Document (SPCD). The
Contractor shall contact the airport’s project manager to obtain contact information for airport and design
engineer’s representatives. At a minimum, contact information shall be included for relevant owner and
airport representatives, including Airport Operations, the airport’s project manager, design engineer,
construction manager, construction inspector, FAA ATCT, FAA ADO, as well as relevant Contractor
representatives including contractor’s superintendent, contractor’s foreman, and foreman for any
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subcontractors performing work on the airport. Contact information shall include phone numbers that can
be reached 24-hours a day.
a. Notices to Airmen (NOTAM) - Only Airport Operations may initiate or cancel NOTAMs on airport
conditions, and is the only entity that can close or open a runway. Airport Operations must
coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions
resulting from construction activities with tenants and the local air traffic facility. The Contractor
shall notify Airport Operations and the airport’s project manager a minimum of 48 hours prior to
making a change in airfield operations which would require a NOTAM. This primarily includes, but
is not limited to runway closures and taxiway closures. NOTAMs will be discussed further at the
pre-construction conference.
b. Emergency Notification Procedures - In the event of an emergency, the contractor shall call 359-
5911, along with the airport’s project manager and the Engineer. The Contractor shall include non-
emergency contact information for local police, fire, and medical as part of the points of contact list
to be included in the SPCD.
c. Coordination with Fire Personnel - Any deactivation of water lines or hydrants, rerouting of access
routes, or use of hazardous materials on the airfield shall be coordinated and approved by local fire
rescue and Airport Operations prior to execution of such activities.
d. Notification to the FAA - The Engineer has submitted anticipated construction equipment for
airspace review by the FAA. Limitations on the location and height of construction equipment have
been included in the plans, specifications, and this Construction Safety and Phasing Plan. The
Contractor shall notify the Engineer and airport’s project manager if any deviations from the
approved airspace review will occur. The Contractor will not be permitted to perform work until
such revisions have been reviewed by the FAA’s airspace review process.
10. Inspection Requirements
a. Daily Inspections - The Contractor shall perform daily inspections to ensure construction operations
conform to the CSPP. More frequent inspections may be necessary, particularly in areas where the
Contractor’s work is immediately adjacent to active airfield pavements. The Owner will provide an
inspector who will conduct daily inspections. The Engineer of Record will make periodic inspection
to verify compliance with the phasing and safety plan and as needed to resolve questions or disputes.
b. Final Inspections - Prior to reopening any portion of a runway, taxiway, or any other airport area to
traffic, the Contractor, Engineer, and Airport Operations shall perform a safety inspection of the
area to be opened to traffic to ensure conformance with the CSPP, FAA standards, and NOTAMs.
11. Underground Utilities
The Contractor shall exercise caution and protect existing utilities to remain operational. This includes
primarily airfield lighting and sign circuits, existing Airport fiber optic communication lines, other NAVAID
circuits, and FAA circuits. The Contractor shall coordinate with the Airport Operations and Engineering to
verify locations of underground utilities to be protected, including but not limited to, water mains, Precision
Approach Path Indicators (PAPIs) for both runways, and existing MALSR.
State law requires contractors to contact Sunshine 811 prior to digging. There are severe penalties if this call
is not made.
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Construction Safety and Phasing Plan
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12. Penalties
Failure of the Contractor (including employees) or any of his subcontractors (including employees) to comply
with ATCT instructions, the airport safety plan, or any of the other requirements of the airport while operating
on airport property, shall be subject to the following:
a. 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 per incident,
assessed by the airport.
b. Runway Incursions: Punitive damages will be assessed for any runway incursion as defined by the
FAA. For the first incursion a fine of $5,000 will be assessed. The second incursion will result in a
$10,000 fine. Unauthorized intrusions into a Glide Slope Critical Area or Localizer Critical Area
may be considered a runway incursion. The Contractor is to include airport familiarization in
weekly meetings to reduce the possibility of the occurrence of runway incursions.
13. Special Conditions
N/A.
14. Runway and Taxiway Visual Aids
a. General - Lighted low-profile barricades shall be installed as shown in the plans, or as directed by
the Airport Operations or the Engineer. Barricades must be secured in place to prevent movement
by prop wash, jet blast, wing vortices, or other wind currents. Barricades shall be constructed of
materials that would minimize damage to an aircraft in the event of inadvertent contact.
b. Existing Pavement Markings - The Contractor shall protect existing pavement markings to remain.
The nature of the project is such that existing markings can be readily protected from damage. Any
damage to markings as a result of the Contractor’s operations shall be repaired by the Contractor at
no cost to the owner.
c. Lighting and Visual NAVAIDs - The Contractor shall cover any light located in an area closed to
aircraft traffic during night time work, unless the appropriate lighting circuit has been disconnected.
This will consist primarily of, but not be limited to airfield lights, airfield signs, and NAVAIDs. The
Contractor shall coordinate with Airport Operations prior to disconnecting any lighting circuit.
d. Signs - Only those signs specifically shown in the plans to be modified will be included in the work.
All other existing signs on the airfield shall remain and be protected by the Contractor. The
Contractor shall cover all signs directing aircraft traffic to a closed area of the airport. This
requirement applies even if the circuit powering the sign has been disconnected. Close coordination
with Airport Operations will be required as the project progresses to ensure signage is either visible
or covered as appropriate.
15. Marking and Signs for Access Routes
The Contractor shall familiarize himself with the layout of the airfield and the required routes of access to
the staging area and various phases of work. Temporary movable stop signs will be required on each side of
any active taxiway/taxilane the contractor’s access/haul route crosses. If the Contractor deems necessary, he
may install other temporary signage for access routes. Placement of specific color frangible stakes
delineating the haul routes is encouraged.
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Construction Safety and Phasing Plan
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For movable stop signs and any other temporary signage the Contractor wishes to install, the Contractor shall
submit shop drawings and a signage plan for approval using procedures outlined in the contract for shop
drawing and material submittals.
16. Hazard Marking and Lighting
a. Purpose - Hazard marking and lighting enhances safety by making construction areas more visible
to air traffic. The Contractor shall designate a Safety Officer to be responsible for the maintenance
of barricades and compliance of safety requirements for all vehicles and equipment.
b. Equipment - The Contractor shall equip all low-profile barricades with lights as shown in the plans.
In accordance with AC 150/5210-5D - Painting, Marking, and Lighting of Vehicles Used on an
Airport, the Contractor shall equip all vehicles and equipment with a yellow flashing beacon. All
vehicles used actively for construction purposes, such as an excavator, loader, or backhoe shall
display an aviation safety flag at the highest fixed point of that piece of equipment. Airport
Operations at its discretion may request other vehicles be similarly equipped with aviation safety
flags.
c. Barricades - Airfield barricades will be required to have red flashing or steady burning lights. In the
event night work is required, the Contractor’s vehicles will be required to have yellow flashing
beacons. Addition requirements are in AC 150/5210-5D – Painting, Marking, and Lighting of
Vehicles used on Airports. The contractor’s Safety Officer, above will be responsible for
maintenance of barricades.
17. Protection of Runway and Taxiway Safety Areas, Object Free Areas, Obstacle Free Zones, and
Approach/Departure Surfaces
The dimensions of each of the areas or surfaces are shown in the plans as appropriate:
a. Runways
Runway Safety Area (RSA). The Contractor shall not enter into the RSA of any active runway
without prior approval and coordination with Airport Operations. Construction activities are not
permitted within the RSA of any active runway.
Runway Object Free Area (ROFA). Construction activities are permitted within a ROFA. However,
no equipment may be left unattended in a ROFA and no stockpiles are permitted in a ROFA.
b. Taxiways
Taxiway or Taxilane Safety Area (TSA). The Contractor shall not enter into the TSA of any active
taxiway or taxilane without prior approval from Airport Operations. Construction activities are not
permitted within the TSA of any active taxiway or taxilane.
Taxiway or Taxilane Object Free Area (TOFA). The Contractor shall not enter into the TOFA of
any active taxiway or taxilane without prior approval from Airport Operations. Construction
activities are not permitted within the TOFA of any active taxiway or taxilane.
18. Other Limitations on Construction
a. Prohibitions - Use of equipment taller than that permitted in the plans will not be permitted without
prior approval from the FAA through the Engineer.
Smoking is not permitted inside the AOA fence.
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Construction Safety and Phasing Plan
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Open flame welding and torch cutting operations are not permitted unless adequate fire safety
precautions are provided and these operations are authorized by the airport operator and the
engineer.
b. Work Hours - Work will not be allowed at night or on weekends except as required by the contract
documents or approved by the Airport.
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING NOTES
GC100
THE FOLLOWING NOTES ARE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF FAA AC 150/5370-2, OPERATIONAL SAFETY ON
AIRPORTS DURING CONSTRUCTION, ALONG WITH THOSE INCLUDED IN THE PROJECT SPECIFICATIONS.
SAFETY PLAN COMPLIANCE DOCUMENT
A. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) DESCRIBING HOW THE REQUIREMENTS OF
THE CONSTRUCTION SAFETY AND PHASING PLAN WILL BE MET. THE SPCD SHALL INCLUDE A CERTIFICATION STATEMENT BY THE
CONTRACTOR THAT:
1. INDICATES FULL UNDERSTANDING OF THE OPERATIONAL SAFETY REQUIREMENTS OF THE CONSTRUCTION SAFETY AND PHASING
PLAN AND;
2. ASSERTS NO DEVIATIONS SHALL BE MADE FROM THE APPROVED SAFETY PHASING PLAN AND SPCD UNLESS WRITTEN APPROVAL
IS GRANTED BY THE AIRPORT. THE SPCD SHALL FOLLOW THE FORMAT OF THE MOST CURRENT EDITION OF FAA AC 150/5370-2,
SECTION 204(b) AND SHALL ADDRESS ITEMS (1)-(18) PER THE REQUIREMENTS OF THE AC.
B. THE CONTRACTOR SHALL SUBMIT THE SPCD TO THE ENGINEER FOR DELIVERY TO THE AIRPORT FOR REVIEW AND APPROVAL A MIN.
OF FOURTEEN (14) DAYS PRIOR TO THE ANTICIPATED ISSUE OF THE NOTICE TO PROCEED. COPIES OF THE APPROVED
CONSTRUCTION SAFETY PHASING PLAN AND SAFETY PLAN COMPLIANCE DOCUMENT SHALL BE MAINTAINED AT THE PROJECT SITE.
RESTRICTED AREAS / SAFETY AREAS
A. CONSTRUCTION ACTIVITY ADJACENT TO ACTIVE RUNWAYS, TAXIWAYS, AND APRONS SHALL BE COORDINATED WITH THE AIRPORT
AND MAY BE AUTHORIZED AFTER :
1. NOTICES TO AIRMEN (NOTAM'S) HAVE BEEN ISSUED BY THE AIRPORT,
2. THE CONTRACTOR HAS ADEQUATE PROTECTION IN PLACE TO PROTECT FROM JET BLAST,
3. BARRICADES AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND
4. IT HAS BEEN DETERMINED THAT THE HEIGHT OF EQUIPMENT AND MATERIALS IS BEYOND THE REACH, OR SAFELY BELOW,
AIRCRAFT USING ADJACENT OPERATIONAL AREAS. THE AIRPORT WILL SUPPLY INFORMATION FOR RUNWAY APPROACHES AND
OTHER AREAS IF REQUIRED.
B. NO CONSTRUCTION MAY OCCUR WITHIN AN EXISTING RUNWAY SAFETY AREA (WITHIN 250 FEET OF AN ACTIVE RUNWAY CENTERLINE
AND 1,000 FEET BEYOND THE RUNWAY THRESHOLDS) OR TAXIWAY SAFETY AREA (WITHIN 85.5 FEET OF AN ACTIVE TAXIWAY
CENTERLINE OR 48 FEET FROM THE EDGE OF AN APRON) WHILE THE RUNWAY/TAXIWAY IS OPEN TO AIRCRAFT OPERATIONS. OPEN
TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE SAFETY AREA OF AN OPEN RUNWAY OR TAXIWAY. IF THE
RUNWAY/TAXIWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, THE EXCAVATIONS MUST BE COVERED IN SUCH A
WAY AS TO ALLOW THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY/TAXIWAY TO CROSS THE COVERING WITHOUT DAMAGE
TO THE AIRCRAFT. THE SAFETY AREA MUST BE GRADED WITH NO POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR
OTHER SURFACE VARIATIONS UPON OPENING. EXCAVATIONS WITHIN THE CONSTRUCTION AREA(S) MUST BE PROMINENTLY
MARKED.
C. CONSTRUCTION MAY BE PERMITTED IN THE RUNWAY OBJECT FREE AREA (ROFA) (WITHIN 400 FEET OF AN ACTIVE RUNWAY
CENTERLINE AND 1,000 FEET BEYOND THE RUNWAY THRESHOLDS), BUT EQUIPMENT MUST BE REMOVED FROM THE ROFA WHEN
NOT IN USE AND MATERIAL SHOULD NOT BE STOCKPILED WITHIN THE ROFA. UNLIKE THE RUNWAY, NO CONSTRUCTION MAY TAKE
PLACE WITHIN THE OBJECT FREE AREA OF AN OPEN TAXIWAY (WITHIN 129.5 FEET OF AN ACTIVE TAXIWAY CENTERLINE OR 92 FEET
FROM THE EDGE OF AN APRON), UNLESS
1. THE TOFA DIMENSION IS TEMPORARILY ADJUSTED FOR USE BY SMALLER AIRCRAFT ONLY;
2. TEMPORARY OFFSET TAXIWAY MARKINGS ARE USED; OR
3. CONSTRUCTION PROCEEDS WITH THE FOLLOWING RESTRICTIONS: APPROPRIATE NOTICES TO AIRMEN (NOTAM'S) HAVE BEEN
ISSUED BY THE AIRPORT, BARRICADES AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND
FLAGGERS AND WINGWALKERS ARE UTILIZED TO MAINTAIN A 5 FOOT SEPARATION BETWEEN AIRCRAFT AND ALL EQUIPMENT OR
MATERIALS.
D. STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE SAFETY AREA OR OBJECT FREE AREA OF AN
OPERATIONAL RUNWAY OR TAXIWAY. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT ADJACENT TO A
RUNWAY/TAXIWAY OBJECT FREE AREA, HE MUST FIRST COORDINATE WITH THE AIRPORT OPERATOR TO ENSURE THAT
1. APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE, AND
2. THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.
EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER PAVED SURFACES MUST BE APPROPRIATELY MARKED WITH
BARRICADES, AS DIRECTED BY THE AIRPORT. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL RUNWAY,
TAXIWAY OR APRON. SHOULD ANY DEBRIS BE DEPOSITED ON ACTIVE OPERATIONAL AREAS, EITHER INTENTIONALLY OR
ACCIDENTALLY, IT SHALL BE REMOVED IMMEDIATELY TO THE SATISFACTION OF THE ENGINEER AND THE AIRPORT.
E. PERSONNEL, MATERIAL, AND/OR EQUIPMENT SHALL NOT PENETRATE THE RUNWAY OBSTACLE FREE ZONE (OFZ) OR THRESHOLD
SIGHTING SURFACES WHILE THE RUNWAY IS OPEN. RUNWAY APPROACH/DEPARTURE AREAS AND CLEARWAYS SHALL BE
PROTECTED.
F. CLOSING OF RUNWAYS OR TAXIWAYS:
WHEN IT BECOMES NECESSARY TO CLOSE OR CHANGE THE STANDARD OPERATIONS OF A RUNWAY OR TAXIWAY, THE
CONTRACTOR SHALL, THROUGH THE ENGINEER, NOTIFY THE AIRPORT 72 BUSINESS HOURS IN ADVANCE OF THE PROPOSED
CHANGE IN OPERATIONS. SHOULD A RUNWAY BE TEMPORARILY CLOSED, THE CONTRACTOR SHALL MARK THE AFFECTED RUNWAY
WITH CLOSURE CROSSES IN ACCORDANCE WITH THE CLOSURE CROSS SPECIFICATIONS FOUND IN THE MOST CURRENT EDITION OF
FAA AC 150/5345-55. CLOSURE CROSSES SHALL REMAIN IN PLACE UNTIL NORMAL RUNWAY OPERATIONS RESUME, AND BE
REMOVED/REINSTALLED DAILY IF NECESSARY.
G. OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS
ARE PROVIDED AS APPROVED BY THE AIRPORT. USE OF ELECTRICAL BLASTING CAPS IS PROHIBITED ON OR WITHIN 1,000 FEET OF
THE AIRPORT PROPERTY. FLARE POTS ARE PROHIBITED WITHIN THE AIR OPERATIONS AREA (AOA).
H. ALL VEHICLES ARE TO BE PARKED AND SERVICED IN THE CONTRACTOR STAGING/STORAGE AREA.
I. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE
CONTRACTOR STAGING/STORAGE AREA DURING NON-CONSTRUCTION PERIODS, EXCEPT AS PROVIDED ON THE PLANS, IN THE
CONTRACT SPECIAL PROVISIONS, OR AS MAY BE AUTHORIZED BY THE AIRPORT IN WRITING.
J. DURING NON-WORKING HOURS BY THE CONTRACTOR, ALL WORK AREAS WITHIN THE SAFETY AREA OF ANY ACTIVE RUNWAY OR
TAXIWAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING GRADES NO STEEPER THAN A 10:1 SLOPE. EVENLY GRADED
TRANSITIONS OFF ALL EXISTING PAVEMENT EDGES, USING BASE COURSE MATERIAL AT SAME GRADE AS REMAINING PAVEMENT
WILL BE REQUIRED. AT NO LOCATION WILL A GRADE CHANGE BE GREATER THAN 2 INCHES.
MARKING, LIGHTING, AND BARRICADES
A. NO CONSTRUCTION SHALL BEGIN UNTIL ALL BARRICADES, CLOSURE CROSSES, AND SAFETY MEASURES HAVE BEEN PLACED AS
SHOWN ON THE CONSTRUCTION OPERATIONS PLAN SHEETS AND APPROVED BY THE AIRPORT OPERATIONS PERSONNEL. SEE
SHEET G-002 FOR EMERGENCY EXIT DOOR REQUIREMENTS.
B. ANY CONSTRUCTION RELATED LIGHTING SHALL BE ADJUSTED OR SHIELDED TO PREVENT INTERFERENCE WITH AIRCRAFT
OPERATIONS AND AIR TRAFFIC CONTROL.
C. THE CONTRACTOR MUST ENSURE (WITH APPROVAL FROM AIRPORT MANAGEMENT) THAT ALL EQUIPMENT IS APPROPRIATELY
MARKED AND LIGHTED AND LOWERED TO ITS MINIMUM HEIGHT WHEN NOT IN USE. ALL EQUIPMENT AND STORED MATERIAL MUST
ALSO BE CLEAR OF ALL RUNWAY OBJECT FREE AREAS AND IF PRACTICABLE, STORED IN A STAGING AREA WHEN NOT IN USE.
D. ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE CHECKERED FLAG AND/OR
AMBER BEACON. FOR NIGHT CONSTRUCTION, ALL EQUIPMENT MUST BE EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION
VEHICLES MUST BE CLEARLY MARKED WITH THE COMPANY NAME/LOGO AT ALL TIMES IN ACCORDANCE WITH THE MOST CURRENT
EDITION OF FAA AC 150/5210-5.
E. STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE SAFETY AREA, OBJECT FREE AREA, AND/OR
OBSTACLE FREE ZONE OF AN OPERATIONAL RUNWAY. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT
ADJACENT TO RUNWAY SAFETY AREAS OR RUNWAY OBSTACLE FREE ZONES, HE/SHE MUST FIRST COORDINATE WITH THE AIRPORT
OPERATOR TO ENSURE THAT APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE AND TO ENSURE THAT THE STOCKPILED
MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.
F. EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER PAVED SURFACES MUST BE APPROPRIATELY MARKED WITH
BARRICADES, AS DIRECTED BY THE ENGINEER.
G. IF ANY AIRCRAFT MOVEMENT AREA MUST BE CLOSED, THE CONTRACTOR SHALL FURNISH AND PLACE PORTABLE BARRICADES
ACROSS RUNWAYS, APRONS, OR TAXIWAYS TO KEEP VEHICLES FROM ENTERING ACTIVE OPERATION AREAS AND TO KEEP
AIRCRAFT FROM TAXIING INTO CONSTRUCTION AREAS. SUPPLEMENT BARRICADES WITH SIGNS AS NECESSARY.
H. ENSURE MARKINGS, SIGNS, AND LIGHTING ARE REMOVED OR COVERED TO PREVENT INADVERTENT ENTRY OF AIRCRAFT INTO
CLOSED AREAS.
I. BARRICADES SHALL BE MARKED WITH DIAGONAL, ALTERNATING ORANGE AND WHITE STRIPES AND SUPPLEMENTED WITH
EITHER FLASHING OR STEADY-BURNING LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. LIGHTS SHALL BE
THE BARRICADE TYPE TYPICAL FOR CONSTRUCTION ZONES, AND RED IN COLOR. ALL LIGHTS MUST BE CHECKED NIGHTLY TO
ENSURE THAT THEY ARE OPERATING. ANY LIGHTS NOT FUNCTIONING SHALL BE REPLACED.
J. THE INTENSITY OF THE LIGHTS AND BARRICADE LAYOUT MUST ADEQUATELY AND WITHOUT AMBIGUITY DELINEATE THE
HAZARDOUS AREA. BARRICADES SHALL BE CAPABLE OF INTERLOCKING TO MAKE A PHYSICAL BORDER AROUND CONSTRUCTION
SITE.
K. BARRICADES SHALL BE LOW LEVEL AVIATION BARRICADES SPECIFICALLY MANUFACTURED AND DESIGNED FOR SUCH PURPOSE.
THEY SHALL BE ALTERNATING ORANGE AND WHITE IN COLOR 10 INCHES HIGH AND 96 INCHES LONG, MADE OF UV-RESISTANT
POLYETHYLENE AS MANUFACTURED BY MULTI-BARRIER (MODEL AR 10x96 HDPE) OR APPROVED EQUAL.
L. ALL TRAFFIC CONTROL DEVICES SHALL MEET INDUSTRY AND FLORIDA DOT STANDARDS. ACCESS ROUTES USED BY
CONTRACTOR MUST BE CLEARLY MARKED TO PREVENT INADVERTENT ENTRY TO AREAS OPEN TO AIRPORT OPERATIONS.
M. CONTRACTOR SHALL PROVIDE "25 MPH SPEED LIMIT" SIGNS AND "HAUL ROUTE" SIGNS WHEN HAULING ON THE AIRPORT
ROADWAYS AND TAXIWAYS. OTHER SPEED LIMITS THAT MUST BE OBSERVED ARE, 10 MPH ON ANY AIRCRAFT APRON AND 5 MPH
WITHIN 50 FEET OF ANY AIRCRAFT.
N. CONTRACTOR MUST PROVIDE AN EMERGENCY CONTACT AVAILABLE 24 HOURS FOR MAINTENANCE OF CONSTRUCTION LIGHTING
AND BARRICADING, OR ANY OTHER ISSUES THAT INTERFERE WITH THE OPERATIONS AT THE AIRPORT. CONTRACTOR SHALL, ON
A DAILY BASIS, COORDINATE WITH THE AIRPORT MAINTENANCE SUPERINTENDENT TO ENSURE ALL REQUIRED AIRFIELD
LIGHTING IS FUNCTIONAL, LIGHTED BARRICADES ARE OPERATIONAL, AND TO REVIEW NOTAM'S.
FUEL SUPPORT
A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO LOCAL FIRE
INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR TO COMMENCEMENT OF WORK.
SWEEPING / CLEAN-UP
A. THE CONTRACTOR SHALL HAVE SWEEPING OR VACUUMING CAPABILITIES ON-SITE AT ALL TIMES IN ORDER TO REMOVE DEBRIS
FROM ACTIVE OPERATIONAL AREAS (RUNWAYS, TAXIWAYS, APRONS, ENTRANCE ROADS, PARKING LOTS, ETC). MATERIAL
TRACKED ONTO THESE AREAS MUST BE CONTINUOUSLY REMOVED DURING THE CONSTRUCTION PROJECT.
B. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR
ENSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS
(FOD) TO THE SATISFACTION OF AIRFIELD MANAGEMENT, IN ACCORDANCE WITH 14 CFR Part 139. THE AIRPORT OPERATOR SHALL
CONDUCT ADDITIONAL SELF-INSPECTIONS IN THE VICINITY OF THE PROJECT WITH SPECIAL EMPHASIS ON THE PRESENCE OF
FOD THAT COULD DAMAGE AIRCRAFT.
C. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THE SITE, INCLUDING ADJACENT
PAVEMENTS AND HAUL ROUTES, IS RETURNED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE AIRPORT. CONTRACTOR
MAY CHOOSE TO USE TRACKOUT CONTROL DEVICES ALONG WITH SWEEPING AND VACUUMING EFFORTS TO DEAL WITH
POTENTIAL FOD ISSUES. SUCH TRACKOUT DEVICES CAN BE FOUND AT WWW.TRACKOUTCONTROL.COM OR BY SIMILAR
SUPPLIERS.
D. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT, CONTRACTOR MUST CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL
OR HYDRAULIC FLUID LEAKS. ANY SPILLS OF HAZARDOUS MATERIAL MUST BE CLEANED UP IN ACCORDANCE WITH APPLICABLE
REGULATIONS.
E. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION OPERATIONS. IF THE AIRPORT
REQUESTS DUST CONTROL, IT SHALL BE APPLIED IMMEDIATELY.
F. THE SWEEPING EQUIPMENT SHALL NOT UTILIZE METAL BRISTLES PER THE DIRECTION OF THE AIRPORT. THE BRISTLE MATERIAL
SHALL BE SUCH THAT IT DOES NOT DAMAGE THE PAVEMENT SURFACES OR SURFACE MARKINGS. ANY DAMAGE SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
HAUL ROUTES, PLANT SITES AND STAGING AREAS
A. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON THE CONSTRUCTION SAFETY AND PHASING
PLAN AND AS DISCUSSED AT THE PRE-BID CONFERENCE.
B. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL ROADS, PLANT SITES AND STAGING AREAS TO ORIGINAL CONDITION.
THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) AND SEEDING ALL TURF AREAS. ANY PAVEMENT
AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE REPAVED AND/OR REMARKED AS
APPROVED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
C. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING ALL HAUL ROUTES PRIOR TO THE START OF CONSTRUCTION. THE
CONDITION OF EXISTING HAUL ROUTES SHALL BE DOCUMENTED EITHER WITH PICTURES OR VIDEO AND PROVIDED TO THE
ENGINEER PRIOR TO ANY HAULING ACTIVITIES. ANTICIPATED COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE
CONDITION, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND STAGING AREAS SHALL BE INCIDENTAL TO THE PROJECT.
UNDERGROUND ELECTRICAL CIRCUITS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AIRFIELD UTILITIES, AND ELECTRICAL CIRCUITS,
WHETHER OWNED BY THE AIRPORT OR OTHER AGENCIES OPERATING AT THE AIRPORT. LOCATIONS OF EXISTING UTILITIES
SHOWN IN THE PLANS ARE BASED ON AVAILABLE AS-BUILT DATA AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL
COORDINATE THE LOCATION OF ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS AND UTILITIES WITH THE AIRPORT,
AND FAA FACILITIES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TONING
EQUIPMENT CAPABLE OF DETECTING A 60 HZ SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA. THE CONTRACTOR
SHALL LOCATE EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. COST OF LOCATING THE UTILITIES AND PROVIDING THE
TONING EQUIPMENT SHALL BE INCIDENTAL TO THE PROJECT.
B. ANY ELECTRICAL CIRCUITS TO BE CROSSED SHALL THEN BE TESTED FOR RESISTANCE TO GROUND BY THE CONTRACTOR
UNDER SUPERVISION OF THE ENGINEER AND THE READINGS RECORDED. FOLLOWING CONSTRUCTION, THE CONTRACTOR,
UNDER THE SUPERVISION OF THE ENGINEER, SHALL CHECK ALL CIRCUITS CROSSED DURING THE PROJECT. ANY CIRCUITS
SHOWING A DECREASE IN RESISTANCE TO GROUND SHALL BE CORRECTED BY THE CONTRACTOR TO ORIGINAL CONDITION OR
AT LEAST 50 MEGAOHM's RESISTANCE IN THAT CIRCUIT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY CORRECTIVE
ELECTRICAL WORK DUE TO CONTRACTOR'S OPERATIONS. SEE SPECIFICATIONS FOR REPAIR AND SPLICING REQUIREMENTS.
AIRPORT SECURITY
A. IT IS REQUIRED THAT CONTRACTORS WILL ACCESS THE CLOSED AIRFIELD SURFACES. WORK WITHIN THE PROJECT LIMITS WILL
NOT REQUIRE COMMUNICATION WITH THE CONTROL TOWER.
B. ALL CONTRACTOR EMPLOYEES MUST SUBMIT TO A CRIMINAL HISTORY RECORDS CHECK (CHRC), IN ACCORDANCE WITH THE
AIRPORT SECURITY PROGRAM. SUCCESSFUL COMPLETION OF THE CHRC WILL RESULT IN AN APPROVED AIRPORT ID BADGE
THAT WOULD ALLOW ACCESS TO THE PROJECT SITE.
C. THE CONTRACTOR WILL PROVIDE A GATE GUARD AT ALL POINTS OF ENTRY USED BY THE CONTRACTOR. COST OF GUARD TO BE
PAID BY THE CONTRACTOR. GATES MUST BE LOCKED AT ALL TIMES WHEN NOT USED OR NOT GUARDED BY THE GATE GUARD. IF
ANY CONSTRUCTION GATES ARE FOUND BY AIRFIELD STAFF TO BE OPEN AND UNATTENDED, ALLOWING UNINHIBITED ACCESS TO
ANY SECURE AND/OR AIRCRAFT MOVEMENT AREAS ON THE AIRFIELD, THE CONTRACTOR MAY INCUR A FINE.
D. WHEN APPLICABLE, THE AIRPORT OPERATOR MUST SUBMIT A CHANGED CONDITION AFFECTING SECURITY IN ACCORDANCE
WITH 49 CFR PART 1542.107.
E. ALL COSTS INCURRED IN MEETING THE AIRFIELD SECURITY REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO THE
PROJECT.
WILDLIFE MANAGEMENT
A. CONTRACTOR MUST AVOID CREATING WILDLIFE HAZARDS ON THE AIRPORT SUCH AS TRASH, STANDING WATER, TALL GRASS
AND SEEDS. SEEDING SHOULD COMPLY WITH THE MOST CURRENT EDITION OF FAA AC 150/5370-10.
MEETINGS AND CORRESPONDENCE
A. THE AIRPORT OPERATOR SHALL ISSUE AND MAINTAIN APPROPRIATE NOTAM's REGARDING THE PRESENCE OF
PERSONNEL AND EQUIPMENT. EACH RUNWAY OR TAXIWAY THAT DOES NOT MEET THE REQUIREMENTS OF 14 CFR PART
139.309, SHALL HAVE A NOTAM CLOSING THE RUNWAY/TAXIWAY.
B. CONTRACTOR IS REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH SAFETY ISSUES WILL BE
DISCUSSED.
C. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE AIRPORT'S BADGING REQUIREMENTS AND APPLICABLE
SIDA/AOA/DRIVERS TRAINING COURSE. INFORMATION WILL BE SUPPLIED AT THE PRE-CONSTRUCTION MEETING.
AIRPORT OPERATIONS
A. IF APPLICABLE TO THE PROJECT, THE FOLLOWING WILL BE SUBMITTED BY THE AIRPORT OPERATOR TO THE ASSIGNED
AIRPORT CERTIFICATION SAFETY INSPECTOR (ACSI):
1. ANY REVISIONS TO THE AIRPORT CERTIFICATION MANUAL (INCLUDING CHANGES TO THE SIGN AND MARKING PLAN)
2. 5010 AIRPORT MASTER RECORD UPDATES.
3. NEW OBSTRUCTION SURVEY INFORMATION.
4. AIRPORT DIAGRAM UPDATES AND CHANGES
B. THE AIRPORT OPERATOR SHALL REVIEW THE AIRPORT'S EMERGENCY PLAN AND MAKE NECESSARY MODIFICATIONS OR
ADJUSTMENTS TO ENSURE ARFF REQUIREMENTS SUCH AS RESPONSE TIMES ARE MAINTAINED.
C. AIRPORT MANAGEMENT SHALL TAKE ACTION TO ENSURE ALL VEHICLE/EQUIPMENT OPERATORS WHO WILL HAVE
MOVEMENT/NON-MOVEMENT AREA ACCESS ARE PROPERLY TRAINED BY AIRPORT PERSONNEL RELATIVE TO 14 CFR
PART 139 COMPLIANCE. AIRPORT MANAGEMENT SHALL ENSURE THAT THESE VEHICLE OPERATORS HAVE BEEN
TRAINED /BRIEFED ON GROUND VEHICLE/EQUIPMENT OPERATIONS AND AIRPORT FAMILIARIZATION, WITH PARTICULAR
EMPHASIS ON RUNWAY INCURSION PREVENTION. PENALTIES SHALL BE OUTLINED FOR ANYONE INVOLVED IN A VEHICLE
DEVIATION/RUNWAY INCURSION.
D. THE AIRPORT OPERATOR SHALL ENSURE THAT TENANT AND CONSTRUCTION CONTRACTOR PERSONNEL ENGAGED IN
ACTIVITIES INVOLVING UNESCORTED OPERATION ON AIRCRAFT MOVEMENT AREAS OBSERVE THE PROPER
PROCEDURES FOR COMMUNICATIONS, INCLUDING USING APPROPRIATE RADIO FREQUENCIES AT AIRPORTS WITH AND
WITHOUT ATCTS.
E. COORDINATE EARLY WITH THE ASSIGNED ACSI TO SCHEDULE RE-INSPECTION PRIOR TO OPENING SURFACES TO AIR
CARRIER OPERATIONS.
ENFORCEMENT
A. VIOLATIONS TO THE AIRPORT OPERATIONS OR THESE RULES AND REGULATIONS, DEPENDING UPON THE SEVERITY OF
THE VIOLATION, MAY RESULT IN ONE OR MORE OF THE FOLLOWING:
1. FINES
2. A VERBAL AND/OR WRITTEN WARNING
3. REVOCATION OF AOA BADGE AND/OR VEHICLE ACCESS PERMIT
4. THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO PRECLUDE A RECURRENCE Of
THE VIOLATIONS. NO TIME EXTENSION WILL BE ISSUED DUE TO A VIOLATION.
5. REMOVAL FROM THE PROJECT
B. THE CONTRACTOR IS RESPONSIBLE FOR ALL FINES LEVIED BY THE AIRPORT, AND/OR TSA FOR VIOLATIONS OF AIRFIELD
AND SECURITY REGULATIONS.
PERMITS AND LOCAL INSPECTION FEES
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THIS PROJECT. ALL
COSTS ASSOCIATED WITH PERMITS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
OPERATIONS/ PHASING/ TRAFFIC CONTROL PROJECT NOTES:
A. SEE SHEETS GC101 THROUGH GC114 FOR ADDITIONAL PHASING/ TRAFFIC CONTROL NOTES.
B. SMOKING SHALL BE STRICTLY PROHIBITED WITH THE AIR OPERATIONS AREA (AOA).
C. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO TWO (2) WORK AREAS AT A TIME UNLESS PRIOR WRITTEN NOTICE IS
GIVEN BY THE AIRPORT.
D. ACCESS FROM THE STAGING AREA TO EACH WORK AREA SHALL BE ALONG THE DESIGNATED HAUL ROUTES SHOWN ON
THE FOLLOWING SHEETS. ALL CONTRACTOR PERSONNEL SHALL YIELD TO AIRCRAFT AT ALL TIMES.
E. NO DEBRIS SHALL BE LEFT LOOSE IN THE STAGING AREA OR WORK AREAS AT ANYTIME. ALL TRASH OR LIGHT MATERIALS
SHALL BE PREVENTED FROM BEING DISPLACED BY WIND OR JET BLAST.
F. ANY USE OF A CRANE OR ANY TALL (MORE THAN 35') EQUIPMENT SHALL BE COORDINATED WITH AIRPORT OPERATIONS
SEVEN (7) WORKING DAYS IN ADVANCE.
G. 24 HR CONTACTS
SRQ OPERATIONS (941) 359-2770 EXT: 4300
SHERIFF 911, (941) 359-2770 (OFFICE), (941) 359-5200 (24HR #)
AIRPORT FIRE 911, (941) 359-2770 (OFFICE)
GAI CONSULTANTS (407) 423-8398 (OFFICE)
H. EMERGENCY NOTIFICATION PROCEDURE
1) CALL 911
2) CALL SRQ OPERATIONS
8' (TYP.)
10"
WATERFILLED LOW
PROFILE BARRICADE.
MANUFACTURED BY
MULTI-BARRIER MODEL
NO. AR10X96 HDPE, OR
APPROVED EQUIVALENT
10"
REFLECTIVE
TAPE, (TYP.)
RED FLASHING LIGHT, (TYP.)
2
SCALE: NOT TO SCALE
LOW PROFILE BARRICADE DETAIL
1
SCALE: NOT TO SCALE
CONSTRUCTION SAFETY AND PHASING GENERAL NOTES
BARRICADE NOTES
1. BARRICADES SHALL BE PLACED ONLY UNDER THE
DIRECT SUPERVISION OF AIRPORT OPERATIONS
PERSONNEL.
2. BARRICADES SHALL BE INTERLOCKING UNLESS A
MAXIMUM SEPARATION IS APPROVED BY THE ENGINEER
OR THE OWNER PRIOR TO INSTALLATION.
3. BARRICADES SHALL BE INSTALLED WHERE INDICATED ON
THE PHASING PLANS OR IN LOCATIONS AS APPROVED BY
THE ENGINEER OR OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PLACING, MOVING, LIGHTING AND MAINTAINING THE
BARRICADES DURING CONSTRUCTION OF THE ENTIRE
PROJECT.
5. THE BARRICADES SHALL BE WEIGHTED AGAINST JET
BLAST AND CAPABLE OF WITHSTANDING UP TO 110 MPH
WIND FORCES.
6. INSTALL A MINIMUM OF 2 BATTERY OPERATED RED
PHOTOCELL LIGHTS EQUALLY SPACED PER EACH 8' LONG
BARRICADE. LIGHTS SHALL MAINTAIN SUCH INTENSITY
SO AS TO BE READILY IDENTIFIED FROM DISTANCES OF
200' OR GREATER DURING DARKNESS PERIODS.
7. THE COST OF PROVIDING AND MANIPULATING
BARRICADES SHALL BE INCLUDED IN THE PROJECT COST
AND SHALL NOT BE PAID FOR SEPARATELY.
G
A
TE
B
10
A
IR
C
A
N
A
D
A
U
A
overflow
G
A
TE
B
12
U
N
IT
E
D
G
A
TE
B
11
S
M
A
A
G
A
TE
B
14
ELIT
E
A
IR
W
A
Y
S
G
A
T
E
B
9
W
E
S
T
JE
T
non-exclusive
G
A
T
E
B
7
JE
T
B
LU
E
overflow
G
A
T
E
B
5
JE
TB
LU
E
G
A
T
E
B
3
A
M
E
R
IC
A
N
G
A
T
E
B
1
A
M
E
R
IC
A
N
G
A
T
E
B
2
D
E
LT
A
G
A
T
E
B
4
D
E
LT
A
G
A
TE
B
6
D
E
LT
A
G
A
T
E
B
8
IN
T'L.
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN
GC101
PROJECT AREA
CONTRACTOR ACCESS ROUTE
CONTRACTOR PERSONAL VEHICLE PARKING, EQUIPMENT
STORAGE, AND STAGING AREA OUTSIDE OF THE
AIRPORT SECURITY AREA.
CONTRACTOR STAGING AND LAY-DOWN AREA INSIDE
THE AIRPORT SECURITY AREA
SEE SHEETS GC102
THRU GC114 FOR
DETAILED WORK
AREAS AND WORK
AREA REQUIREMENTS
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR TO THE
COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE CONTINUOUSLY SWEPT AND
KEPT CLEAN OF CONSTRUCTION DEBRIS. ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS
DIRECTED BY THE ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL YIELD AS DIRECTED BY
AIR TRAFFIC CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED AIRFIELD BADGE TO
COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR WHEN DELIVERIES
ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE TERMINAL
THROUGHOUT CONSTRUCTION.
7. ALL EQUIPMENT AND VEHICLES SHALL BE SUBJECT TO POLICE SEARCH AT ANY TIME.
CONTRACTOR SHALL
DELINEATE STAGING
AREA WITH
BARRICADES PRIOR
TO THE START OF
CONSTRUCTION. SEE
DETAIL 2/GC100
CONTRACTOR ACCESS POINT
THROUGH AIRFIELD
PERIMETER SECURITY
FENCE. MANUAL GATE AT
FORMER RESTAURANT SITE.
1
SCALE: NOT TO SCALE
LEGEND AND SHEET NOTES
2
SCALE: 1" = 200'
SITE PLAN
CONTRACTOR SHALL
DELINEATE STAGING
AREA WITH
BARRICADES PRIOR
TO THE START OF
CONSTRUCTION. SEE
DETAIL 2/GC100
ACCESS
GATE 15S
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
1 1110773.2821' 476486.0142'
2 1110713.1774' 476494.0321'
3 1110620.8400' 476398.1287'
4 1110746.4931' 476317.4443'
5 1110817.4119' 476407.4176'
6 1110823.4665' 476452.6422'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B2
GC102
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
7 1110834.4929' 476451.1660'
8 1110813.7234' 476295.4868'
9 1110913.4616' 476282.1524'
10 1110936.7930' 476458.9086'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B4
GC103
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
11 1110956.8666' 476456.2586'
12 1110933.2896' 476279.5352'
13 1111055.6358' 476263.2399'
14 1111079.1701' 476439.9374'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B6
GC104
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
15 1111145.6561' 476431.0717'
16 1111122.0790' 476254.3484'
17 1111207.6872' 476242.9770'
18 1111231.5966' 476419.7162'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B8
GC105
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
19 1111231.5966' 476419.7162'
20 1111221.7763' 476347.1264'
21 1111290.4529' 476263.7288'
22 1111296.2831' 476208.0326'
23 1111412.5322' 476210.2708'
24 1111323.7597' 476339.0275'
25 1111329.8545' 476384.7303'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B10
GC106
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
26 1111329.8545' 476384.7303'
27 1111326.4664' 476359.3155'
28 1111458.9445' 476247.9349'
29 1111483.1584' 476243.9996'
30 1111513.1965' 476334.6242'
31 1111368.2881' 476402.2101'
32 1111352.0162' 476404.3823'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B12
GC107
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
33 1111352.0209' 476404.3817'
34 1111531.5429' 476380.2507'
35 1111543.9365' 476474.7296'
36 1111364.6511' 476498.7394'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B14
GC108
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
37 1111364.6511' 476498.7394'
38 1111424.6786' 476490.7005'
39 1111543.9010' 476584.9967'
40 1111499.8350' 476640.9350'
41 1111400.6842' 476560.4256'
42 1111331.0027' 476535.4053'
43 1111328.4814' 476513.1819'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B11
GC109
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
44 1111348.1300' 476510.5958'
45 1111351.1978' 476533.5907'
46 1111428.7231' 476649.1058'
47 1111435.9123' 476697.6254'
48 1111345.9959' 476710.9484'
49 1111336.2496' 476645.1710'
50 1111275.6130' 476564.6771'
51 1111269.8402' 476521.4068'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B9
GC110
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE CLOSED
AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE WITH
OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT GATES
ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG LANES,
BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY CHANGES TO
LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED PHASING &
BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
B9
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
52 1111269.8402' 476521.4068'
53 1111286.9066' 476649.3294'
54 1111271.9879' 476722.8078'
55 1111200.1657' 476732.3897'
56 1111173.7169' 476534.1413'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B7
GC111
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
B9
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
57 1111083.5005' 476546.0151'
58 1111109.9706' 476744.4229'
59 1110998.9907' 476759.2289'
60 1110972.5351' 476560.9293'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B5
GC112
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4
B6
B9
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
61 1110941.4868' 476565.0157'
62 1110967.1718' 476763.4740'
63 1110876.0163' 476775.6352'
64 1110849.6743' 476577.4745'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B3
GC113
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.
VEHICLE SERVICE ROAD
ASPHALT SHOULDER PAVEMENT
A
S
P
H
A
L
T
S
H
O
U
L
D
E
R
P
A
V
E
M
E
N
T
AIRCRAFT PARKING APRON
AIRCRAFT PARKING APRON
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
V
E
H
I
C
L
E
S
E
R
V
I
C
E
R
O
A
D
VEHICLE SERVICE ROAD
B
4B6
B9
GATE B10
AIRCANADA
UA overflow
GATE B12
UNITED
GATE B11
SMAA
GATE B14
ELITE
AIRWAYS
GATE B9
WESTJET
non-exclusive
GATE B7
JETBLUE
overflow
GATE B5
JETBLUE
GATE B3
AMERICAN
GATE B1
AMERICAN
GATE B2
DELTA
GATE B4
DELTA
GATE B6
DELTA
GATE B8
INT'L.
POINT # NORTHING EASTING
65 1110829.7519' 476580.0966'
66 1110834.2216' 476613.5993'
67 1110807.9049' 476710.5996'
68 1110692.2215' 476679.2141'
69 1110744.3603' 476572.8531'
70 1110742.1027' 476555.9315'
REVISIONS
PROJECT TEAM
DESIGN TEAM
CHECKED BY:
SCALE:
PROJECT INFORMATIONProject Owner
PROJECT NAME
ISSUED FOR
ISSUED DATE
SHEET NAME
SHEET No
DRAWN BY:
ENGINEER:
NO. DATE ISSUED FOR
AERO Project. No 116089SMASRQ
100% CONSTRUCTION DOCUMENTS
JANUARY 20, 2017
Project Address:
CONCOURSE B6000 AIRPORT CIR.
SARASOTA, FL
SMAA6000 AIRPORT CIR,SARASOTA, FL 34243
0 10.21.16 30% OWNER REVIEW
1 12.16.16 90% OWNER REVIEW
2 01.20.17100% CD's
2700 DELK ROAD SE,
MARIETTA, GA 30067
www.theaerogroup.net
DJNDJNDJNAS SHOWN
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B1
GC114
1
SCALE: 1" = 50'
SITE PLAN
2
SCALE: NOT TO SCALE
LEGEND, WORK AREA POINTS, AND SHEET NOTES
WORK AREA LIMIT DELINEATED WITH LOW
PROFILE BARRICADES, SEE DETAIL 2/GC100, (TYP.)
CONTRACTOR ACCESS ROUTE. ALL
CONSTRUCTION RELATED TRAFFIC SHALL
FOLLOW THE PATH SHOWN AND SHALL NOT
DEVIATED FROM THE VEHICLE SERVICE ROAD FOR
ANY REASON OTHER THAN ENTERING THE
DESIGNATED WORK AREA.
CONSTRUCTION SAFETY AND OPERATIONAL SAFETY NOTES
1. BARRICADES SHALL BE INSTALLED AROUND CONSTRUCTION WORK AREAS PRIOR
TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
2. ALL AREAS OUTSIDE OF THE CONSTRUCTION WORK AREAS SHALL BE
CONTINUOUSLY SWEPT AND KEPT CLEAN OF CONSTRUCTION DEBRIS.
ADDITIONAL SWEEPING AND DUST CONTROL SHALL BE AS DIRECTED BY THE
ENGINEER IF NECESSARY.
3. ALL CONSTRUCTION TRAFFIC SHALL YIELD TO AIRCRAFT TRAFFIC AND SHALL
YIELD AS DIRECTED BY AIR TRAFFIC CONTROL PERSONNEL AND GROUND
CONTROL PERSONNEL.
4. ALL CONSTRUCTION STAFF SHALL BE REQUIRED TO HAVE AN ACTIVE, APPROVED
AIRFIELD BADGE TO COMPLETE THE WORK REQUIRED BY THIS CONTRACT.
5. GATE GUARDS AT ACCESS POINTS:
1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE
CLOSED AND LOCKED.
2. GATE GUARDS SHALL BE REQUIRED WHEN GATES ARE LEFT UNLOCKED OR
WHEN DELIVERIES ARE BEING MADE.
6. CONTRACTOR SHALL MAINTAIN BAGGAGE VEHICLE ACCESS TO AND FROM THE
TERMINAL THROUGHOUT CONSTRUCTION.
7. BARRICADE PLAN SHOWN IS A DESIGN INTENT ONLY. CONTRACTOR SHALL FIELD
ADJUST AS NECESSARY TO COMPLETE THE INDICATED SCOPE. COORDINATE
WITH OWNER AND INSTALL SUCH THAT ONGOING OPERATIONS AT ADJACENT
GATES ARE NOT IMPACTED. DO NOT BLOCK BAG ROOM ENTRANCES/EXITS, TUG
LANES, BUS LANES, EMERGENCY EGRESS PATHS, ETCETERA. BEFORE ANY
CHANGES TO LAYOUT OF THE BARRICADES, REVISE AND UPDATE DIMENSIONED
PHASING & BARRICADE PLAN AND DISTRIBUTE TO ALL STAKEHOLDERS INVOLVED.