Item C15C.15
BOARD OF COUNTY COMMISSIONERS
C ounty of M onroe
Mayor Sylvia Murphy, District 5
Mayor Pro Tem Danny Kolhage, District 1
TheFloridaKeys
Michelle Coldiron, District 2
Heather Carruthers, District 3
David Rice, District 5
County Commission Meeting
February 20, 2019
Agenda Item Number: C.15
Agenda Item Summary #5218
BULK ITEM: Yes DEPARTMENT: Airports
TIME APPROXIMATE: STAFF CONTACT: Richard Strickland (305) 809-5200
none
AGENDA ITEM WORDING: Approval to apply to the Federal Aviation Administration (FAA)
for Passenger Facility Charge (PFC) Application #18 funding for the Key West International Airport
and to accept public comment on the County's application for 30 days upon the posting of the
required Public Notice.
ITEM BACKGROUND: The Key West International Airport (EYW) intends to file PFC
Application No. 18 to impose and use PFCs to fund, in part, the following projects:
1. EYW Replacement of Existing Chiller System (construction)
2. EYW Terminal Departure Area Modifications (construction)
3. EYW Faraldo Circle Realignment & Curbside Improvements (design and construction)
4. EYW Replace Airport Beacon (design & construction)
5. EYW Rehabilitate Taxiway A & Taxiway A Lighting (design & construction)
6. EYW Rehabilitate Terminal Customs Facility Phase 3 (construction & additional design)
7. EYW Environmental Assessment for Taxiway & Apron Expansions
8. EYW Terminal Expansion Design Phase 1
9. EYW Baggage Handling System (BHS) Upgrades Phase 2
10. PFC Administrative Costs
Upon a preliminary meeting with the FAA and an Airline consultation meeting, the County will
accept public comment as part of the passenger facility charge (PFC) application process under 14
CFR § 158.24. Additional information about this PFC application and the projects (including project
description, costs, funding sources, timing and justification) will be posted on the Key West
-public-notices.
Comments from the public will be accepted for 30 days as described on the website.
PREVIOUS RELEVANT BOCC ACTION:
None.
CONTRACT/AGREEMENT CHANGES:
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C.15
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STAFF RECOMMENDATION: Approval.
DOCUMENTATION:
PFC Application #18 projects
FINANCIAL IMPACT:
Effective Date:
Expiration Date:
Total Dollar Value of Contract: N/A
Total Cost to County: N/A
Current Year Portion:
Budgeted:
Source of Funds:
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: If yes, amount:
Grant:
County Match:
Insurance Required:
Additional Details:
REVIEWED BY:
Beth Leto Completed 02/04/2019 1:38 PM
Richard Strickland Completed 02/04/2019 5:56 PM
Pedro Mercado Completed 02/05/2019 8:32 AM
Budget and Finance Completed 02/05/2019 9:33 AM
Maria Slavik Completed 02/05/2019 9:36 AM
Kathy Peters Completed 02/05/2019 12:18 PM
Board of County Commissioners Pending 02/20/2019 9:00 AM
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PFC #18 Projects for which the County is Seeking Agreement to Impose and Use Authority
1.Replacement of the Existing Chiller System – Construction
Project Start Date: April 2019
Project End Date: April 2022
Funding:
Approved AIP $0
FDOT Funds $121,239
Local Funds$0
PFC$305,739
Total Project Cost $426,978
Project Description: This project consists of the replacement of the existing chiller system that
provides air conditioning to the arrivals and departure area. The chiller system is actually
made up of two chillers that will be replaced under two separate projects. The first chiller was
required to be replaced ahead of schedule due to it unexpectedly failing. This first project
was performed utilizing 50% FDOT funding. The second chiller will be procured with 100%
PFC funding. The design costs for this project were approved in PFC Application number 18-
17-C-EYW-00. A diagram of the chillers location may be found in Exhibit 1-1.
Project Justification: The current arrivals and departures areas are currently being serviced by
the existing chiller systems to provide air conditioning. The existing chillers are approximately
twelve years old and have reached the end of their useful life span. Due to the proximity to
the ocean and the salt environment the chillers are experiencing significant maintenance
costs as the compressor packages are deteriorating.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
Project Objective: This project will preserve capacity.
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2.Terminal Departure Area Modifications - Construction
Project Start Date: April 2019
Project End Date: April 2022
Funding:
Approved AIP $0
FDOT Funds $0
Local Funds$0
PFC$1,826,500
Total Project Cost $1,826,500
Project Description: Terminal departure area modifications consists of the renovation and
expansion of the existing departures hold room men’s and women’s restroom, expansion of
the hold room to accommodate more seating for passengers, provide additional seating in
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the existing hold room, and construction of a new Service Animal Relief Area (SARA).
Compliance with the requirements of the Florida Building Code 2014 will require an
expansion of the restroom facilities and therefore an expansion to the concourse, which will
include the new SARA. This phase is for the construction of the project. The design costs for
this project were approved in PFC Application number 18-17-C-EYW-00.
Exhibit 2-1 presents the location of the Terminal Departure Area Modifications.
Project Justification: The current restrooms have exceeded their intended lifespan. The
furniture and fixtures are deteriorating, and the code compliance of the existing restrooms is
in question. The current configuration does not meet the Florida Building Code 2014 and
must be expanded to meet the current code. During peak hour departing traffic the current
hold rooms and seating are not adequate to support the passenger demand. The expansion
of the hold room will provide more seating in the area for departing passengers.
In addition, there is a need for a SARA in the sterile area. To accommodate the requirements
of 49 CFR 27.71 (f) – Airport Facilities an expansion to the existing concourse is required. This
project would allow compliance with draft AC 150/5360-14 – Access to Airports by Individuals
Attachment: PFC Application #18 projects (EYW6 PFC#18)
with Disabilities.
Project Objective: This project will preserve capacity.
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Additional seating will be bolted to the floor.
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3.Faraldo Circle Realignment & Curbside Improvements – Design & Construction
Project Start Date: May 2018
Project End Date: May 2021
Funding:
Approved AIP 3-12-0037-56-2018 $678,420
FDOT Funds $0
Local Funds$0
PFC$165,380.00
Total Project Cost $843,800.00
Project Description: Design and construction for this project will include the re-alignment of
Faraldo Circle and modifications to the existing curbside to accommodate the Master Plan
recommendations(see Project Justification). Improvements include realignment of the
arrivals curb from the existing landscape berm (located east of the terminal) to the
commercial curb staging area located west of the terminal and the purchase and installation
of passenger shelters for the shuttle pick up area. The realigned terminal loop will provide
two full lanes for through traffic and one additional lane for commercial, taxi, public bus, and
private vehicle (ride-share) of various sizes and locations along the curbside.
Exhibit 3-1 presents a drawing of the Faraldo Circle Realignment & Curbside Improvements –
Design & Construction project.
Project Justification: During the Master Plan process, it was determined that the amount of
curbside available and the current road layout was inadequate, which resulted in congestion
during the peak times at the airport. With the implementation of the Faraldo Circle
realignment and curbside improvements will result in the reduction of congestion and
providing for more curbside for passenger pickup.
Project Objective: This project will preserve capacity.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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4.Replace Airport Beacon – Design & Construction
Project Start Date: April 2019
Project End Date: April 2022
Funding:
Approved AIP $0
FDOT Funds $0
Local Funds$0
PFC$410,000
Total Project Cost $410,000
Project Description: The project consists of the replacement of the airfield beacon, which also
includes the pole and foundation. The existing beacon will be replaced with a beacon and
pole system. This project includes both the design and construction phases.
Project Justification: The existing beacon is more than 20 years old and has outlived its useful
life and it is not easily maintained. The beacon is a vital visual aid to aircraft landing at Key
West International Airport. This project will update the airfield beacon and mounting pole.
Project Objective: This project will preserve safety.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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5.Rehabilitate Taxiway A & Taxiway A Lighting – Design and Construction
Project Start Date: November 2018
Project End Date: November 2022
Funding:
Approved AIP for Design 3-12-0037-56-2018 $541,048
Anticipated AIP for Construction $5,850,000
FDOT Funds$30,000
Local Funds $0
PFC $680,116
Total Project Cost$7,101,164
Project Description: This project consists of the design and construction for the rehabilitation
of Taxiway A and associated taxiway lighting fixtures and circuits. The limits of rehabilitation
will include the entire portion of Taxiway A that is parallel to Runway 9-27 (4,801’ long) along
with the stub taxiways to and from Runway 9-27 and the parking aprons. The project will also
include bringing the taxiway geometries into conformance with the latest FAA Advisory
Circular standards. In addition, the rehabilitation of the taxiway lighting system will include
the design to replace the taxiway edge light fixtures, isolation transformers and circuitry back
to the airfield lighting vault.
Exhibit 5-1 presents a drawing of the project.
Project Justification: The age of the taxiway pavement combined with the increased traffic and
aircraft size has resulted in the pavement showing signs of distress and potential generation
of foreign object debris (FOD) on the taxiways. According to the Florida Department of
Transportation (FDOT) Pavement Condition Index (PCI) in 2015, the average PCI of the
pavement associated with this project was 65, which doesn’t meet the minimum PCI of 75
required for taxiway pavement. This project will also bring the taxiway geometry into
conformance with the new taxiway design group requirements.
Project Objective: This project will preserve capacity.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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6.Rehabilitate Terminal Customs Facility Phase 3 – Construction and Additional Design
Costs
Project Start Date: April 2019
Project End Date: November 2023
Funding:
Approved AIP $0
FDOT Funds$1,258,690
Local Funds$1,258,692
PFC$2,765,212
Total Project Cost $5,282,595
Project Description: This project will renovate, upgrade, and modify the Airport’s entire
existing customs facility and recent addition to meet full current Federal Inspection Station
(FIS) standards and requirements. This project is required to eliminate current facility
deficiencies and increase hold room space to 70 passengers from the existing capacity of 10
passengers. Other upgrades include new baggage processing, security cameras and
biometric technology, checkpoint kiosks, and other necessary space and equipment
improvements. Although design of the facility was included in PFC Application number 18-
17-C-EYW-00, additional design costs were incurred for $440,262 and are included in this
project along with construction costs for the project.
Project Justification: The existing customs facility at the Airport does not meet current FIS
requirements and standards. The facility currently processes general aviation flights entering
the U.S. but does not have the capacity or facilities necessary to process commercial
international flights. In September 2012, the Airport was approved for international
passenger service to and from Cuba. Further, the continued increase of traffic from non-U.S.
destinations within the Caribbean creates additional demand and requirements on the
customs facility, requiring improvements be made to meet existing and projected demand.
An eligibility analysis was prepared that determined 52 percent of the rehabilitated customs
facility will be eligible for PFCs. Exhibit B6-1 presents the eligibility diagram for the future
customs facility.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
Project Objective: This project will enhance capacity.
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7.Environmental Assessment for Taxiway & Apron Extensions
Project Start Date: April 2019
Project End Date: April 2023
Funding:
Approved AIP $0
FDOT Funds $0
Local Funds$0
PFC$800,000
Total Project Cost $800,000
Project Description: The environmental assessment (EA) will include the extension of Taxiway
A and the expansion of the aircraft parking aprons at the Airport. The EA will provide the
foundation for the completion of the National Environmental Policy Act (NEPA) environmental
review process that would support either the issuance of a Finding of No Significant
Impact/Record of Decision (FONSI/ROD) or a finding by the FAA that an environmental
impact statement (EIS) is required (should it be discovered that the project would result in
significant impact that cannot be mitigated as part of the FONSI/ROD).
As part of this effort, the project team would be responsible for the dissemination of the EA
to government agencies, elected officials, public interest groups, etc., and coordination with
the FAA. The EA would also include the documentation of the project’s purpose, consultation
with various stakeholders, and the preparation of the EA documents.
Project Justification: This project consists of the preparation of the EA for the proposed
improvements to Taxiway A, commercial apron, and general aviation (GA) apron. The purpose
of the improvements is to maintain increased airport traffic and preserve safety at the Airport.
Currently, the Taxiway A intersects Runway 9-27 at the Runway 9 displaced threshold instead
of the runway end. To use the full departure length of Runway 9, aircraft must back taxi. The
Taxiway A extension would allow aircraft to utilize the increased Takeoff Run Available (TORA)
and Takeoff Distance Available (TODA) for Runway 9 without back taxiing.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
A GA apron is currently located on the commercial apron at the Airport. The relocation of the
GA apron and extension of the commercial apron would increase safety of the existing
commercial apron and increase aircraft parking during peak times.
In general, aircraft parking at the Airport is split between commercial aircraft parking and GA.
At the most easterly end of the commercial apron there is a portion designated for GA
overflow parking. The expansion of the commercial apron is critical to accommodate the
demand for commercial aircraft parking. Before the commercial apron can be expanded, the
GA parking must be replicated and relocated to the GA side of the Airport. This will require
the expansion of the current GA aprons. An added benefit of these apron expansions is the
GA Aircraft parking will be separate from the Commercial Aircraft parking.
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Extending Taxiway A, relocating the GA Apron, and expanding the Commercial Apron would
require removal of vegetation from the proposed pavement footprint and surrounding areas.
It would also potentially encroach on the existing wetland or wetland mitigation areas within
the Airport Property.
Exhibit 7-1 presents the location of the areas to be included in the environmental assessment.
Project Objective: This project will preserve capacity.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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8.Terminal Expansion Design Phase 1
Project Start Date: April 2019
Project End Date: April 2022
Funding:
Approved AIP $0
FDOT Funds $0
Local Funds$0
PFC$950,000
Total Project Cost $950,000
Project Description: This project will define the project scope, design, construction, and
operational parameters for the future construction of a new second-floor concourse totaling
approximately 19,500 square feet to the north of the existing terminal facility. This project is
the first phase of the design of the new concourse.
The future concourse will accommodate new holdrooms, concession spaces, restrooms, and
five boarding bridges, and it will connect the existing landside terminal and proposed
building via the existing departure bridge. The existing terminal will be improved and
renovated to meet future demand with the addition of a new baggage claim, an expanded
1,000 square foot baggage makeup area, and the creation of a turboprop holdroom. An
1,800 square foot extension of the existing passenger processing building will take place at
the security screening checkpoint to accommodate a new security checkpoint lane.
Project Justification: The Airport is projected to have deficiencies in check-in positions (one
position), security screening checkpoints (one lane), passenger hold room space (1,500 square
feet), baggage makeup areas (2,000 square feet), and baggage claim (2,500 square feet).
Construction of the terminal facilities will include the expansion and improvement of the
passenger terminal facilities to meet forecast demand. The project will reduce existing
congestion in the holdrooms and baggage claim area, and it will provide the infrastructure to
accommodate increased passenger traffic.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
Project Objective: This project will enhance capacity.
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9.Baggage Handling System (BHS) Upgrades Phase 2
Project Start Date: May 2019
Project End Date: May 2022
Funding:
Approved AIP $0
FDOT Funds $200,000.00
Local Funds$0
PFC$531,500.00
Total Project Cost $731,500.00
Project Description: This project will modify the baggage handling system (BHS) to
accommodate an additional pre-Explosive Detection System (EDS). Modifications will include
the installation of additional diverters to route bags between the two EDS machines, an
additional power drive and turn to feed the bags into the second EDS machine, and
additional conveyors to merge the screened bags onto the outbound baggage belt.
Exhibit 9-1 presents the layout of the future BHS modifications.
Project Justification: Key West International Airport is experiencing tremendous passenger
growth. As such the peak hour demand for passengers has increased and the processing
capabilities of the one existing EDS machine is reaching its capacity. The BHS needs a second
EDS machine to accommodate this additional baggage processing demand, while at the same
time providing for redundancy in the event one EDS machine becomes inoperable.
Project Objective: This project will enhance security.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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10.PFC Administrative Costs
Project Start Date: August 2018
Project End Date: July 2019
Funding:
Approved AIP $0
FDOT Funds $0
Local Funds$0
PFC$56,646
Total Project Cost $56,646
Project Description: Includes professional fees for services rendered from the County’s
consultant in developing PFC Application No. 19-18-C-00-EYW.
Project Justification: The justification for this project (PFC Administrative Costs) is the same as
the justification for other projects in PFC Application #19-18-C-00-EYW. This project is
eligible in accordance with 14 CFR § 158.3, “allowable costs” as explained in that section’s
preamble.
Project Objective: This project will preserve capacity.
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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Attachment: PFC Application #18 projects (EYW6 PFC#18)
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Attachment: PFC Application #18 projects (EYW6 PFC#18)
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B
EXHIBIT
700 SF
55 SEATS
LEGEND
PATH TO FOLLOW
NEW HOLD ROOM
11.28.2018
DEPARTURE HALL
KRLP
RENOVATIONS - PLANNING
R
AREA AREA
RELIEF RELIEF
ANIMAL ANIMAL
SERVICE SERVICE
www.jacobs.com
TEL: 305.718.0599
FAX: 305.718.8077
MIAMI, FLORIDA 33178
FLORIDA ENGINEERING CERTIFICATE AUTHORIZATION #2822
3750 NW 87th AVENUE, SUITE 750
FLORIDA ARCHITECTURAL CORPORATION LICENSE #ACC-001790
EXISTING RETAIL SPACE
ROOM
NEW HOLD
AVIATION
TEL: 305.809-5200
KEY WEST, FL 33040
3491 S. ROOSEVELT BLVD.
WWW.MONROECOUNTY-FL.GOV
MONROE COUNTY DEPARTMENT OF
KEY WEST INTERNATIONAL AIRPORT
N.T.S
SCALE:
PROPOSED FLOOR PLAN
Attachment: PFC Application #18 projects (EYW6 PFC#18)
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•Remarking of Entire Roadway•High Mast Light Relocation•Bus Shelter Construction
Project Description
•Complete Marking Removal•Sealcoat•Sidewalk Construction•Minor Pavement Widening
Attachment: PFC Application #18 projects (EYW6 PFC#18)
\[DRAFT\]
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, April 2016.
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Capital Improvement Projects - Phase 1
1.1 - Taxiway A Extension to the West1.2 - Removal of Existing Wide Expanses of Pavement1.3 - Fillet Modifications1.4 - Faraldo Circle Realignment1.5 - Commercial Curb Enhancement1.6
- General Aviation Access Road Construction1.7 - Maintenance Storage Area
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NORTH
X Alternatives Analysis and Recommended Development Plan
Master Plan Update
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SOURCE: Martinez GeoSpatial, PREPARED BY: Ricondo, Inc., October, 2017.Drawing:M:\\Monroe County\\Task 200 - EYW Master Plan\\214- Supplemental Tasks\\Airfield Phasing\\Phase 1\\EYW_Airfield
Phase_1.dwgLa
Attachment: PFC Application #18 projects (EYW6 PFC#18)
C.15.a
Packet Pg. 564
Attachment: PFC Application #18 projects (EYW6 PFC#18)
KEY WEST, FLORIDA
DATE
KEY WEST INTERNATIONAL AIRPORT
AIRPORT LAYOUT PLAN
DATE:
ORLANDO, FL 32801
PHONE: 904.636.5432
PHONE (407) 381-5730
REVISIONS
DRAWN BY: JA
841 PRUDENTIAL DRIVE 1330
CHECKED BY: SC
JACKSONVILLE, FLORIDA 32207
SEPTEMBER 2018
FUTURE
PREPARED BY:
200 EAST ROBINSON STREET, SUITE 300
SHEET 4 OF 13
RICONDO & ASSOCIATES, INC.
JACOBS ENGINEERING GROUP INC.
RICONDO & ASSOCIATES, INC.
NO.
SS
S
S
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DD
600
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APPROVED BY
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TSSTSSTSSD
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R
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CONDOMINIUMS
FUTURE
18
A
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COMMERCIALAPRON
O
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66'
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RRA
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TO BE DEMOLISHEDSTRUCTUREWATERAIRPORT REFERENCE POINT
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RR
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AIRPORT DESIGN STANDARDS AND 14 CFR PART 77 CRITERIA.APPLICABLE 14 CFR PART 77 SURFACES. THE BRL ENCOMPASSES THE RUNWAY PROTECTION ZONES (RPZ),ACCORDANCE WITH THE "RUNWAY SAFETY AREA
IMPROVEMENTS" RECORD DRAWINGS DATED JUNE 30, 2011AS PART OF EYW MASTER PLAN UPDATE.
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4.REFER TO SHEET 11 FOR TERMINAL AREA PLAN AND APRON AREA DIMENSIONS.
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9-27 LIGHTED WITH MIRL.6.TAXIWAY GUIDANCE SIGNS ARE NOT SHOWN.7.ALL ELEVATIONS ARE LISTED IN HEIGHT ABOVE MEAN SEA LEVEL (MSL, NAVD 88).8.ALL COORDINATES ARE BASED ON THE NORTH AMERICAN
DATUM 1983 (NAD 83).9.APPROACH SLOPES AND RUNWAY PROTECTION ZONES CONFORM WITH FEDERAL AVIATION ADMINISTRATION10.THE BUILDING RESTRICTION LINE (BRL) DEPICTED ON THE ALP PROVIDES 35
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COLLECTED IN NOVEMBER 2016,
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Attachment: PFC Application #18 projects (EYW6 PFC#18)
KEY WEST, FLORIDA
DATE
KEY WEST INTERNATIONAL AIRPORT
AIRPORT LAYOUT PLAN
DATE:
ORLANDO, FL 32801
PHONE: 904.636.5432
PHONE (407) 381-5730
REVISIONS
DRAWN BY: JA
841 PRUDENTIAL DRIVE 1330
CHECKED BY: SC
JACKSONVILLE, FLORIDA 32207
SEPTEMBER 2018
FUTURE
PREPARED BY:
200 EAST ROBINSON STREET, SUITE 300
SHEET 4 OF 13
RICONDO & ASSOCIATES, INC.
JACOBS ENGINEERING GROUP INC.
RICONDO & ASSOCIATES, INC.
NO.
SS
S
S
TT
RPZ
ZRPZRPZ
RP
SS
DD
600
DATEDATEDATE
ZZ
SS
PP
SS
RR
TT
TRUE NORTH
ZZ
SS
SPPS
SS
DRRD
T
T
300
150
FUTURE RUNWAYPROTECTION ZONE(RPZ)(500' x 1,010' x1,700')
FUTURE NON-PRECISION
INSTRUMENT APPROACHZZ
S
S
GRAPHICAL SCALE IN FEET SURFACE (AS) (34:1 SLOPE)PP
SS
RR
T
T
(TSS)
SS
0
DD
FUTURE
( ULY 2017)
MAGNETIC NORTH(20:1 SLOPE)
Z
Z
SS
PP
SS
R
R
TT
AMBASSADOR
BEST WESTERN KEY
FUTURE
ROAD
APPROVED BY
SEL. 3.0'S
DD
ROAD
EL. 5.0'
ZZ(40:1 SLOPE)THRESHOLD SITING SURFACE
SS
PP
SS
RR
TT
FUTURE 7'
AOA FENCE
ATLANTIC OCEAN
ZZ
SRELOCATED RUNWAY 9DEPARTURE END EMAS(340' x 122')S
SPP
S
S
S
RR
D
D
TT
TERPS DEPARTURE SURFACE (DS)
SEASIDE
RESIDENCES
FUTURE REIL
FUTURE REIL
ZZ
SS
PP
RRSAOFA
S
S
RR
TT
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S
D
D
A
S
RPZRPZEFEDERAL AVIATION ADMINISTRATIONFLORIDA DEPARTMENT OF TRANSPORTATIONMONROE COUNTY DIRECTOR OF AIRPORTS
R
TSSTSSTSSD
A
R
E
F
T
T
A
T
O
RSA
N
RROFAA
WI
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D
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58'
FUTUREWIND CONEP
N
RESORT
I
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X
GRAND KEY
W
A
S
LAS SALINAS
DSDSDS
F W/T
RN/AN/AAS(F)N/AN/AN/AN/A
N/AX
O
N/A
CONDOMINIUMS
FUTURE
18
A
A
FF
RSA
COMMERCIALAPRON
O
O
66'
OCEAN WALKAPARTMENTS
RRA
200'
OFZ
W
/
T
OFZ ONC 2CITATION C 2
E W/T CTIAIT
RSA
A
X
SALT PONDS
CTIAOITNC 22 N C AOITCTICITITAOC N 2CITATION C 2
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A
W
/
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CESSNA GRAND CARAVAN F02
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CATITOIN C 2 CTIAOITNC 2
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ATR 42-500 LLLLLLLL ATR 42-500ATR 42-500 12
92'
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(LOW POINT)R
9
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AC
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I
L
RTHRESHOLD SITING SURFACE (TSS)TERPS DEPARTURE SURFACE (DS)AOA FENCEAOA FENCE TO BE RELOCATED
RUNWAY SAFETY AREA (RSA)RUNWAY OBJECT FREE AREA (ROFA)RUNWAY OBSTACLE FREE ZONE (OFZ)14 CFR PART 77 APPROACH SURFACE (AS)BUILDING RESTRICTION LINE (BRL)PROPERTY LINE
AIRPORT SERVICE ROADAVIGATION EASEMENTAIRFIELD PAVEMENT
TO BE DEMOLISHEDSTRUCTUREWATERAIRPORT REFERENCE POINT
RASIGNATURE LEASEHOLDPUBLIC PARKING/RENTAL CAR FACILITYNO-TAXI ISLANDNAVIGATIONAL AIDS
M
R6
D
B
O
PUBLIC PARKING
E
C
RSA
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OFZ
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.
R24'29'29'34'35'20'40'20'80'**39'37'TBDTBDTBDTBDTBD
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R
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TELEV.*
ELEV.*
U
H
T
8
1SA
A
FAF
S
O41-A
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17
150'
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A
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S
92'
14
R
A
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.
RSA
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T
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85
1
A-13
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70'
64'
L
A
R
S16
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B
0
R
APRON
0A
S
1
A
SALT POND
R
21-A
x
F
'4
O70'
15
5
GENERAL AVIATION
ROFAR
OFZ7
.2
R,
ROFZ
E
T5
H
T
7
1
7
AND SEGMENTED CIRCLE
EXISTING LIGHTED WIND CONE
2
RSA
-
11-A
A
9
S
Y
R
A
AADESCRIPTIONDESCRIPTION
FF
W
O
O
N
RR
U
63'
R
E BEACON
.
TR
S
RSA FUTURE BUILDING INDEX
H
TU EXISTING BUILDING INDEX
7
1
T
URSA
L
F
R
A
A
OFZA
B
FF
1
O
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W
OFZ/
RR
T
A
S
R
RSA
0
1
-
A
A
A
FF
O
OAIRPORT PASSENGER TERMINALT-HANGARSCORPORATE HANGARS
RENTAL CAR / PUBLIC PARKING FACILITYRENTAL CAR / PUBLIC PARKING FACILITY
VACANTAIRPORT PASSENGER TERMINALTERMINAL ANNEXAVIS RENTAL CARAVIATION FUEL FARMARFF STATION
DEPARTMENT OF MOTOR VEHICLESFBO OFFICEFBO MAINTENANCE HANGARU.S. CUSTOM AND BORDER PROTECTIONFEDERAL EXPRESS CARGO TERMINALEAST MARTELLO GALLERY AND MUSEUMDOLLAR RENTAL CARSTORAGE BUILDINGFORMER
NWS BALLOON LAUNCH FACILITY (AIRPORT STORAGE) (TO BE DEMOLISHED)
RR
)
A
SA
54'
1
R
ASALT POND
A
246789
1AIRCRAFT STORAGE HANGARS35
(
10111213DEPARTMENT OF PUBLIC WORKS (TO BE DEMOLISHED)14AIR TRAFFIC CONTROL TOWER15161718
S
NO.F01F02F03F04F05
NO.*- APPROXIMATE TOP ELEVATION (MSL)
R ** - ELEVATION TO TOP OF ANTENNA (MSL)*- APPROXIMATE TOP ELEVATION (MSL)
D
R
OFZA
V
A
E
FL
OFZ
E
OU
V
ROFAR
ISALT PONDO
RBRL
RSAB
D
T
L
A
RSA
E
R
V
E
E
I
E
U
V
S
I
LAT.
N
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E
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AR
A
S
ABANDONED
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H
ROFARROFA
E
T
LONG.
L
U
G
RSA
O
A
LS
OFZ
F
EXISTING AIRPORT REFERENCE POINT
OFZ
A
AA64'
FSF
FUTURE AIRPORT REFERENCE POINT
R
O
O
A
RR
LS
C W/T
RR
B
BRL
AOA FENCE
FUTURE 7'
A
A
.FF
A
T9-A
S
A
AS
O
O
RS
E
I
R
V
IRR
RR
8-A
OFZOFZ
D
FUTURE 7'
AA
AOA FENCE
O
A
AW
RA
/
S
FF
TT GENERAL NOTES
RTDZ ELEV. 2.8'
7-A
O
ORSA
N
RR
EF05
M
PARK
PUBLIC
N
FUTURE GENERALAVIATION APRON
L
R
RE
6-A
BL
V
R
O
B
A
G
A
AS
RSA
FF
R
A-5
RESIDENTIALO
O
RR
OFZ50'TYP
OFZ
E
V
I
R
D4-AAPRON
FUTURE
A
A
GENERAL
MEXISTING PAPI315'AVIATION
S
A
RSA
N
A
RA
P
F
EXISTING WIND CONEO
F04
ROFAR
3-A
D
R
500'
A
AIRPORT DESIGN STANDARDS AND 14 CFR PART 77 CRITERIA.APPLICABLE 14 CFR PART 77 SURFACES. THE BRL ENCOMPASSES THE RUNWAY PROTECTION ZONES (RPZ),ACCORDANCE WITH THE "RUNWAY SAFETY AREA
IMPROVEMENTS" RECORD DRAWINGS DATED JUNE 30, 2011AS PART OF EYW MASTER PLAN UPDATE.
VTAXIWAY OBJECT FREE AREAS (TOFA), AND NAVAID CRITICAL AREAS AS APPLICABLE.(AIP#3-12-0037-033-2007 & AIP#3-12-0037-034-2007 AND PFC NO. 13 & 14).
E
F04
L
2-A
RSA
.URSA
R
4.REFER TO SHEET 11 FOR TERMINAL AREA PLAN AND APRON AREA DIMENSIONS.
D1.REFER TO SHEET 2 FOR TAXIWAY DATA AND ADDITIONAL AIRFIELD INFORMATION.2.REFER TO SHEET 3 FOR EXISTING CONDITIONS.3.REFER TO SHEET 5 FOR ULTIMATE CONDITIONS.5.EXISTING AND FUTURE RUNWAY
9-27 LIGHTED WITH MIRL.6.TAXIWAY GUIDANCE SIGNS ARE NOT SHOWN.7.ALL ELEVATIONS ARE LISTED IN HEIGHT ABOVE MEAN SEA LEVEL (MSL, NAVD 88).8.ALL COORDINATES ARE BASED ON THE NORTH AMERICAN
DATUM 1983 (NAD 83).9.APPROACH SLOPES AND RUNWAY PROTECTION ZONES CONFORM WITH FEDERAL AVIATION ADMINISTRATION10.THE BUILDING RESTRICTION LINE (BRL) DEPICTED ON THE ALP PROVIDES 35
FEET OF CLEARANCE UNDER11.THE RUNWAY SAFETY AREA (RSA) DIMENSIONS AS SHOWN REFLECT EXISTING CONDITIONS AND ARE IN12.ALL AIRPORT FEATURES HAVE BEEN DIGITIZED USING AERIAL PHOTOGRAPHY
COLLECTED IN NOVEMBER 2016,
50'
YO
A
A
DBRLL
E
B400'
NFF
N
R
E
K
O
TO
B
RRRF04
OFZ
OFZ
O
1-A
P
R
I
A
AA
SSALT POND
S
R
CONTROLLEDSERVICE ROAD
R
A
A
EXISTING RUNWAY 9 ENDFUTURE RUNWAY 9 DISPLACED THRESHOLDEL. 3.35' MSL (HIGH POINT)
E
FEXISTING REILF
V
I
R
D
O
O
N
A
I
TRR
E
N
E
V
B W/T
A
A
S
DSDSSDS
R
R
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DAD DRA
TRINI66'
FF
OFZ
O
O
R274.55'R
TSSRPZTSSRPZTSS
A
S
A W/T
R
RSAS
S AeccDbCogoPoint (AeccLand100)
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S
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S
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SFFP
P
56'
T
T
R
RO
O
RR
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S
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S
P
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PY
.
T
TR
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3
KEY WEST BY THE SEACONDOMINIUMS
.
W
(271' X 122')L
E
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U
S
S
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D
D
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S
AOR ECIVRE
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U
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S
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EXISTING RUNWAY 27
TS
P
S
DEPARTURE END EMASP
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TR
R
F
ROAD EL. 5.0'
)
)
F
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(
(
S
SS
Z
SD
ZS
S
D
AP
S
THRESHOLD SITINGSURFACE (TSS)(20:1 SLOPE)PA
EXISTING & FUTURE
EAST MARTELLOT
TR
R
BATTERY BUNKER
(TO BE REMOVED)
SHERATON SUITES
S
Z
S
Z
S
SP
P
T
TR
R
S
S
D
D
Z
RPZRPZRP
RPZ
FOR DISCUSSION PURPOSES ONLY
S
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)
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F
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INSTRUMENT APPROACHSURFACE (AS) (34:1 SLOPE)
FUTURE NON-PRECISION
S
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S
EL. 3.0'
A
INSTRUMENT APPROACHSURFACE (AS) (34:1 SLOPE)
EXISTING NON-PRECISIONA
S
S
S
S
SALT PONDT
T
S
SS
D
S
DRAFT
S
D
S
T
T
Attachment: PFC Application #18 projects (EYW6 PFC#18)
29'-0"
"
16
7
8'-8
SPRING GATE
CONVEYOR
FUTURE GRAVITY
16
"7'-5
13
"
CT80
FUTURE SECONDARY
5'-5
EXISTING
CONVEYOR
ETD
4'-0"
EXISTING
ETD
WALKOVER
(OPTIONAL)
SPRING GATE
GRAVITY WITH
30'-6"
8
1
&
-
1
"
D
B
1 E
O
2
N
-
'
E
D
4'-0"
1
T
E
1
R
T
A
O
C
H
S
O
4'-0"
L
RELOCATED
6
E
5
1
1
R
EXISTING CT80
2
"2'-7
1
"
4
1
8
"1'-6
1
EXISTING
14'-6
16
"3'-4
1
EXTENDED OB1-16
1/8" = 1'-0"
RELOCATED
(SHORTENED RELOCATED OB2-2)
SCREENING AREA PROPOSED NEW LAYOUT #5 WITH FUTURE SECONDARY LINE SCALE:
EXISTING CURVE
6'
1
M1.1
28'-8"
6'
" (SHORTENED, RELOCATED OB2-1)
4
3
28'-9
6'
2
"4'-6
1
- FUTURE SECONDARY LINE- 1 NEW HSD- 1 MODIFIED EXISTING GT CONVEYOR- 2 NEW QUEUES- 1 NEW 36" GRAVITY- 1 NEW GRAVITY SPRING GATE
- 8 NEW QUEUES- 2 NEW CURVES- 1 NEW GRAVITY WITH SPRING GATE- 3 MODIFIED EXISTING GT CONVEYORS
4
"7'-9
1
6'
6'
"
16
4
"15'-1
5
1
9'-8
WALKOVER
(OPTIONAL)
32'-9"