CONSTRUCTION SAFETY AND PHASING PLAN …srq-airport.com/sites/default/master/files/BID-01-2017-JBR...CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR THE POWER DISTRIBUTION AND LOADING

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

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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




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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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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.







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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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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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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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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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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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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


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.

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REVISIONS

PROJECT TEAM

DESIGN TEAM

CHECKED BY:

SCALE:


PROJECT NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


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

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ASPHALT SHOULDER PAVEMENT

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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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


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.


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.


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.

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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B4

GC103

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B6

GC104

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B8

GC105

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B10

GC106

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B12

GC107

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B14

GC108

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B11

GC109

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B9

GC110

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.




1. GATE GUARDS SHALL NOT BE REQUIRED WHEN ACCESS GATES ARE CLOSED

AND LOCKED.






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.

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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B7

GC111

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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A

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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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B5

GC112

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












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R

V

I

C

E

R

O

A

D


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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B3

GC113

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












nickodj

Image

nickodj

Stamp

nickodj

Date



A

S

P

H

A

L

T

S

H

O

U

L

D

E

R

P

A

V

E

M

E

N

T



V

E

H

I

C

L

E

S

E

R

V

I

C

E

R

O

A

D


V

E

H

I

C

L

E

S

E

R

V

I

C

E

R

O

A

D


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.


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 NAME

ISSUED FOR

ISSUED DATE

SHEET NAME

SHEET No

DRAWN BY:

ENGINEER:

NO. DATE ISSUED FOR



JANUARY 20, 2017

Project Address:


SARASOTA, FL




2 01.20.17100% CD's

2700 DELK ROAD SE,

MARIETTA, GA 30067


DJNDJNDJNAS SHOWN

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B1

GC114

1

SCALE: 1" = 50'

SITE PLAN

2

SCALE: NOT TO SCALE



















CONTROL PERSONNEL.





CLOSED AND LOCKED.












nickodj

Image

nickodj

Stamp

nickodj

Date

Documents

CONSTRUCTION SAFETY AND PHASING PLAN …srq-airport.com/sites/default/master/files/BID-01-2017-JBR...CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) FOR THE POWER DISTRIBUTION AND LOADING