12/14-67 MTH Master Plan Update 1st Supplement Kevin Madok, CPA
so •� ��y'�� Clerk of the Circuit Court&Comptroller—Monroe County, Florida
44.;coo;.
DATE: April 26, 2019
TO: Beth Leto, Airports
Business Manager '
FROM: Pamela G. Hanc. f1).C.
SUBJECT: April 17th BOCC Meeting
Attached are electronic copies of the following items for your handling:
C13 Change Order No. 9 with Charley Toppino & Sons, Inc. awarding Bid Additive #2 in
the amount of$406,510.40 for the Key West International Airport Drainage Improvements
Project Phase 2&3.Total project cost to be funded by the FAA Grant 37-56 (90%) and Airport
Operating Fund 404 (10%).
C18 Time Extension only (no increase in original cost) with Jacobs Project Management
Co. for Task Order No. 12/14-47 Services Authorized: Supplemental 2- EYW Master Plan
Update at Key West International Airport.
C19 Time Extension only (no increase in original cost) with Jacobs Project Management
Co. for Task Order No. 12/14-64 Services Authorized: Supplemental 1-Strengthen/Rehabilitate
Commercial Apron Construction Support and RPR Services at Key West International Airport.
C20 Time Extension only (no increase in original cost) with Jacobs Project Management
Co. for Task Order No. 12/14-66 Services Authorized: Supplemental 1- Drainage Improvements
Phase 2&3 Construction Support and RPR Services at Key West International Airport.
C21 Time Extension only (no increase in original cost) with Jacobs Project Management
Co. for Task Order No. 12/14-67 Services Authorized: Supplemental 1- MTH Master Plan
Update at The Florida Keys Marathon International Airport.
C22 Time Extension only (no increase original cost) with Jacobs Project Management Co.
for Task Order No. 12/15-07 Services Authorized: Supplemental 1-MTH Exfiltration Trench and
pond Modification at The Florida Keys Marathon Airport.
C25 Jacobs Project Management Co.'s Task Order#12/15-49 in the amount of
$120,110.00 for Supplemental No. 1-Master Plan Update for the Key West International Airport,
to be funded by FDOT Grant G0E77 (50%) and PFC #15 (50%).
Should you have any questions,please feel free to contact me at(305) 292-3550.
cc: County Attorney
Finance
File
KEY WEST MARATHON PLANTATION KEY PK/ROTH BUILDING
500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway 50 High Point Road
Key West,Florida 33040 Marathon,Florida 33050 Plantation Key,Florida 33070 Plantation Key,Florida 33070
305-294-4641 305-289-6027 305-852-7145 305-852-7145
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date Upon Execution Task Order No. 12/14-67
403 - (03s-93 -,3a149a
Client Project No. &R(nlI$D - 53031 a Engineer Project No. E9Y16767 (S 1)
This Task Order is entered into on the effective date noted above pursuant to the "Master
Agreement for Professional Services" between Monroe County, Florida ("Client") and JACOBS
PROJECT MANAGEMENT CO. ("Consultant"), dated February 15, 2017 ("Agreement"). The
Agreement is incorporated herein and forms an integral part of this Task Order.
Services Authorized-Supplemental No. 1 -MTH Master Plan Update
Client authorizes Consultant to perform the Services described in Exhibit A attached hereto and
incorporated herein, which Exhibit A is marked with the above noted Task Order No. and consists
of 60 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement. •
X Firm Fixed Price of$ 709,205.00
N/A Other(Describe):
Schedule (THIS IS A TIME EXTENSION REQUEST)
Services may commence on Execution(Date approved by Monroe County, 11/22/16)
= � 'll cease by 1 460 da s
•i BOARD OF COUNTY COMMISSI NERS
•=''y! "'•=f'y1 VIN MADO CLERK OF MON:OE COUNTY FIiRIDA
,A7`-ft. sc?
OAT.'''''
By / C ! gil i_I_
Mayor/Chairman c__—a-'
s : C
CONSULTANT: = -i r
JACOBS PROJECT MANAGEMENT CO ' •
Co
•
By
• N.,-_,simph. Title V.P. Geographical Operations Manager
411111hN TT RNEY
A }iM
File: MSTR APS—Monroe County PEDR J.MERCADO
ASSISTANT NTY ATTOR
Page 1 of 1 Date 7
Exhibit A - 12/14/-67
Florida Keys Marathon International Airport
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ooe toe,:.omeTJZmoovisio6e4o0e was4M00 00111,::noe :Jot: gOol;:ito,AMF:Mora tvoemo
owe ribm.4ouu fonslamearmo%s VOIDU4 M011-:0[361 our, moDollunidOuum
Master Plan Update Study for the Florida Keys
Marathon International Airport
Draft Scope of Work
PREPARED FOR7
THE MONROE COUNTY DEPARTMENT OF AIRPORTS
April 22,2016
Jacobs and Ricondo&Associates,Inc (R&A)prepared this document(or the stated purposes as expressly set forth herein and for
the sae use of the Monroe County Department of Airports and its intended recipients. The techniques and methodologies used in
preparing this document are consistent with industry practices at the time of preparation
FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
Table of Contents
Overview.... - .5
Scope of Services - - 7
•
1. Project Initiation&Administration .......9
1.1 Establish Technical Review Committee 9
1.2 Project Administration, Monthly Billing&Reports_ - 9
2. Aerial Surveying and Mapping 10
2.1 Aerial Mapping&Surveying - 10
2.2 Establish Geodetic Control 10
2.3 Pre-Survey Preparation Activities 11
2.4 Photographic mapping—remote sensing 13
2.5 Airspace Surfaces&Obstacle Analysis 15
3. Inventory of Existing Conditions 17
3.1 Develop, Distribute,and Tabulate Tenant Survey - 18
3.2 Inventory of Airport Physical Facilities - 18
3.3 Off-Airport Land Use and Land Use Controls..........„.... 20
3.4 Land Holdings and Existing Leaseholds -- 21
3.5 Known Environmental Areas of Concern 21
3.6 Review of Other Reports 21
3.7 Prepare Inventory Of Existing Conditions Report 22
4. Aviation Activity Forecasts 23
4.1 Collect and Analyze Socioeconomic Data 24
4.2 Develop Aviation Activity Forecasts 24
4.2,1 REVIEW GENERAL AVIATION INDUSTRY TRENDS 24
4.2.2 IDENTIFICATION OF FACTORS OR OPPORTUNITIES AFFECTING ACTIVITY LEVELS 24
Master Plan Update -- --------- -- --------- - — __----- --
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IFLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
4.2.3 COMMERCIAL AIR SERVICE ANALYSIS 24
4.2.4 PREPARE AVIATION ACTIVITY FORECASTS 25
4.2.5 DEVELOP MILITARY AIRCRAFT ACTIVITY FORECASTS 25
4.2.6 PREPARE COMMERCIAL AIR SERVICE FORECASTS 26
4.3 Prepare Aviation Activity Forecasts Report _ _ - 26
5. Capacity Analysis and Facility Requirements 27
5.1 Airfield - - - 27
5.1.1 DEMAND/CAPACITY ASSESSMENT 27
5.1.2 DESIGN AIRCRAFT AND RUNWAY LENGTH REQUIREMENTS 28
5.1.3 AIRFIELD REQUIREMENTS 28
5.2 Passenger Terminal 29
5.2.1 DEMAND/CAPACITY ASSESSMENT • 29
5.2.2 FACILITY REQUIREMENTS 29
5,3 On-Airport Roadways _ 29
5.3.1 DEMAND/CAPACITY ASSESSMENT 29
5.3.2 FACILITY REQUIREMENTS 30
5.4 Fixed Base Operator(FBO)and General Aviation Facilities 30
5.4.1 DEMAND/CAPACITY ASSESSMENT 30
5.4.2 FACILITY REQUIREMENTS 30
5.5 Support Facilities • 31
5.5.1 DEMAND/CAPACITY ASSESSMENT 31
5.5.2 FACILITY REQUIREMENTS._.. 31
5.6 Prepare Capacity Analysis&Facility Requirements Report 31
6. Alternatives Analysis and Recommended Development Plan - 32
6.1 Airfield Alternatives 32
6.1.1 AIRFIELD DEVELOPMENT ALTERNATIVES 32
6.1.2 REVIEW EXISTING INCOMPATIBLE LAND USES WITHIN THE RUNWAY 25 RPZ 33
6.2 Terminal/Vehicle Parking Alternatives 34
6.3 Roadway Alternatives 34
6.4 General Aviation Facility Alternatives 34
6.5 Support Facility Alternatives - 35
6.6 Evaluate Development Alternatives - 35
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
6.7 Refine Recommended Airport Development Plan 35
6.8 Prepare Airport Development Alternatives Report .... .... .....36
7. Environmental Overview 37
7.1 Evaluation of Proposed Development 37
7,2 Airport Noise Evaluation 38
7.2.1 DEFINE AIRCRAFT FLEET MIX 38
7.2.2 ESTABLISH AIR TRAFFIC OPERATIONAL PROFILE 39
7.2.3 ESTABLISH BASELINE(EXISTING) NOISE CONTOURS 39
7.2.4 ESTABLISH LONG TERM(10- YEAR) NOISE CONTOURS 39
7.3 Prepare Environmental Overview Report 39
8. Sustainability Initiatives 40
8.1 Establish Baseline Conditions 40
8.2 Facilitate Sustainability Workshop 40
8.3 Formulate Sustainability Framework 41
8.4 Prepare Simplified Recycling, Reuse,and Waste Reduction Plan 41
8.5 Draft Sustainability Chapter 42
9. Capital Improvement Program Implementation Plan 43
9.1 Establish Preliminary CIP Project Priorities and Sequencing - ._ 43
9.2 Develop Estimates of Rough Order of Magnitude Cost(ROM) 44
9.3 Funding Source Strategies/Implementation Schedule 44
9.4 Prepare Implementation Plan Report 44
10. Financial Feasibility and Funding Analysis 46
10.1 Prepare Financial Plan 47
10.2 Prepare Financial Analysis Report 47
11. Update of the Airport Layout Plan Set 48
11.1 Title Sheet - 49
11.2 Existing Airport Layout 49
11.3 Airport Layout Plan 50
11.4 Airport Airspace Drawing - 50
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT - APRIL 2016
11.5 Inner Portion of the Approach Surface Drawings 51
11.6 Terminal Area Drawing(s) 51
11.7 Land Use Drawing 52
11.8 Airport Property Map 52
11.9 Preliminary Draft Airport Plans Set Submittal 53
11.10 Final Draft Airport Plans Set Submittal 53
11.11 Final Airport Plans Set 53
11.12 Narrative Report 54
11,13 Obstacle Action Plan 54
11.14 Coordination Meetings 54
12. Documentation 56
12.1 Prepare Executive Summary 56
12.2 Prepare Draft Master Plan Update Report 56
12.3 Prepare Final Master Plan Update Report 56
13. Outreach and Participation Program = -. 58
13.1 Conduct Public Meeting 58
13.2 Elected Officials Briefing Support 59
13.3 Technical Review Committee Meetings and Stakeholder Briefings 59
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
Overview
This project is for the preparation of a Master Plan Update (MPU) for the Florida Keys Marathon International
Airport (MTH) in accordance with the requirements of the Federal Aviation Administration (FAA), the Florida
Department of Transportation (FDOT), and the needs of the Monroe County. The services described in this
scope of work will be conducted by American Infrastructure Development, Inc., Jacobs, Martinez Geospatial,
Sanborn, and Ricondo & Associates, Inc. (the Planning Team). The MPU entail an analysis of current Airport
facilities, determination of trends and activities affecting the Airport, the identification and analysis of
potential sectors of the aviation industry having likelihood of continued operational activity at the Airport or
new opportunities for expanded aviation, and the integration of the 2015/2016 planning study (Runway and
Parallel Taxiway Alternatives — Planning and Technical Analyses) recommendations. This planning study
evaluated the practicability of shifting the runway to the northwest, relocating parallel Taxiway "A" to the
southeast, or a combination thereof to meet FAA Airport design requirements. Additionally, the MPU will
result in the preparation of an analysis of airside and landside development alternatives, the preparation of a
financial plan, and the development of an Airport Layout Plan (ALP) set to guide future development on the
Airport.
The MPU will be conducted in accordance with FAA Advisory Circular(AC) 150/5070-6B, Airport Master Plans,
and the FDOT Guidebook for Airport Master Planning and will use guidance from other relevant FAA Advisory
Circulars and Orders, publications from the Airport Cooperative Research Program (ACRP), and other aviation
industry publications. As part of the MPU, an ALP drawing set that depicts the future (20-year) buildout of
aviation- and non-aviation-related facilities in a manner that best serves the Airport's needs and objectives
will be developed. This ALP drawing set will adhere to the FDOT and FAA's prescribed design guidelines and
be developed within a GIS platform, conforming to ACs 150/5300-16A, 150/5300-17b, and 150/5300-186.
The ALP set will also include a property inventory map that will reflect the latest Airport property acquisitions.
There are a number of key issues for MTH that have been identified by the Monroe County as requiring
attention. Issues requiring consideration in the MPU are delineated below, and tasks have been incorporated
into this scope of services to address,to varying levels of detail,these considerations.
• Aviation related development at the Airport continues to show a strong demand trend. Because of
land constraints, an important element of the MPU will be the definition of the best uses for Airport
property or adjacent County-owned land parcels, the identification of potential developable parcels
for aviation-related uses with existing or potential connection to the airfield, and the identification of
County-owned Airport parcels or facilities that could be redeveloped to generate additional
aeronautical revenues.
• The proposed land use concepts for the Airport would need to account for the needs of the rental car
companies that currently operate at the Airport since they provide a key source of revenue for the
Airport.
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
• As future Airport development requirements and environmental factors are defined, it is anticipated
that additional land acquisition recommendations may be necessary, especially on the east side of the
Airport. The study will identify land acquisition needs to meet short, intermediate, and long-term
needs.
• An evaluation of the long-term potential for regularly scheduled air service needs to be analyzed.
Depending on the outcome of such an air service analysis, recommendations for the appropriate
facilities to accommodate such activity will be addressed.
• The identification of alternatives to provide additional aircraft parking areas for business jet aircraft,
including the evaluation of the existing fuel tanks location. Specifically, this study will evaluate the
practicability of relocating the existing fuel storage facility away from the aircraft ramps and
maneuvering areas.
• The identification of airfield alternatives to increase the takeoff runway length available while
maintaining the Runway Protection Zone (RPZ) in place. This would include the development of
airfield alternatives that consider the application of declared distances.
• The identification and evaluation of potential sites for the construction of an air traffic control tower
including line of sight analyses. As part of this task, the Planning team will also assess any potential
change to the airspace classification following the opening of the tower.
• The identification and evaluation of potential sites for the construction of an emergency operations
center within the Airport boundary.
• The proposed development plan for the Airport would seek to strategically locate land uses to
enhance the Airport operations and community benefits. The plan would allocate land uses to ensure
compatibility with existing and proposed off-Airport uses, including community recreation spaces,
dog parks, and etc.
• The review of the proposed Remote Communications Air-Ground (RCAG)Antenna Tower site near the
Runway 25 Runway Protection Zone (RPZ). Specifically, the Planning Team will review whether the
proposed antennas may impact aircraft operations at the Airport, including departure climb gradients
and takeoff distance available(TODA).
• The evaluation of airfield taxiway geometry: The FAA released AC 150/5300-13A, Airport Design, on
September 28, 2012 (subsequently, Change 1 was issued on February 26, 2014), which modified the
geometric layout requirements for airfield taxiways with the introduction of the new Taxiway Design
Group (TDG) categories for fillet design. The Airport Master Plan will include an evaluation of the
airfield taxiway geometry to identify other airfield modifications necessary to comply with the FAA's
runway incursion mitigation and enhancement of situational awareness techniques set forth in FAA
AC 150/5300-13A. Particular emphasis would be given to the prescribed TDG fillet requirements,
mitigation of runway incursion risks,and enhancing pilot situational awareness.
• As part of the airfield alternatives, the Planning Team will review existing incompatible land uses
within the Runway 25 RPZ and assess whether the severity of the risk to people and property would
require the maintenance building and aircraft storage hangars to be relocated outside of the RPZ.
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
• The incorporation of the ongoing planning study recommendations: As part of this study, the
practicability of shifting the runway to the northwest, relocating parallel Taxiway "A" to the southeast,
or a combination thereof, are being evaluated. The MPU would incorporate the preferred airfield
improvement option.
• The need to 1)establish possible goals to minimize the impact or consumption to reduce the Airport's
overall environmental footprint and 2) identify and describe a range of generic sustainability initiatives
to help the Airport achieve each set goal.
• The preparation of a simplified recycling, reuse, and waste reduction plan: Based on Section 133 of
the FAA Modernization and Reform Act of 2012, Airports are required to prepare a Recycling, Reuse,
and Waste Reduction plan as part of their Master Plan. This plan will address the feasibility of solid
waste recycling, minimizing the generation of solid waste, operation and maintenance requirements,
the review of waste management contracts, and the potential cost savings or generation of revenue.
• The preparation of an Obstacle Action Plan (OAP): On August 18, 2015, FAA Headquarters issued a
memorandum entitled, "Reminder of Responsibilities for FAA Personnel and Airport Sponsors for
Protecting Approach and Departure Surfaces" stating that Airport Sponsors that have unmitigated
obstacles would need to develop an OAP that details how and when each of the surfaces will be
cleared and maintained.
The preceding list is not intended to be an exhaustive delineation of issues but it does present an overview of
a number of the key considerations that would need to be considered in this MPU. The goal of the MPU is to
define current and future aviation demand at MTH, the means and alternatives for addressing this demand,
and the role of the Airport in the local, regional, and national aviation system. The master planning activities
will also provide a Capital Improvement Plan for future development of the Airport, as well as an overview of
land use compatibility issues in the Airport environs and possible recommendations and options to address
land use compatibility. The approach to undertake the MPU study is outlined in the following elements of
this proposal.
Scope of Services
The Airport/County staff have provided specific direction regarding the elements to be included in the MPU to
address the current and future needs at the Airport.The following work program describes the effort required
to successfully complete the MTH MPU within the FAA and FDOT framework.
The work elements and tasks identified in this scope of services and the associated fee for completing that
work is based on a set of assumptions.The major assumptions are identified as follows:
• Aerial Surveying and Mapping: The basemap for MTH will be prepared in compliance with FAA's
prescribed design guidelines within a GIS platform, conforming to applicable FAA AC and regulations.
This scope of services, however, excludes the production of an AGIS eALP since the FAA's eALP module
remains in development phase.
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
• Environmental Overview: Existing environmental conditions will be documented as part of the
environmental assessment to be initiated in the fall 2017. This scope of services is limited to the
integration of the data to be collected as part of EA into the MPU (no any additional field surveys will be
completed).
• Sustainability: The MPU will include a chapter that addresses the Airport sustainability policy, establish
possible goals to minimize the impact or consumption to reduce the Airport's overall environmental
footprint, and identify and describe a range of generic sustainability initiatives to help the Airport achieve
each set goal. This scope of services, however, does not include any field surveys and energy audits and
does not provide for the development of an implementation plan to guide the implementation of
sustainability initiatives.
• Project Schedule: Although the estimated cost to complete the MPU is based on the level of effort
anticipated for each task, schedule also has a significant influence. The fee estimate is based on an 18-
month completion schedule for the work elements defined in the next section of this Scope of Services. If
additional services are subsequently added,the schedule would likely need to be extended.
• Utility: This project does not include an assessment of future utility system requirements to serve the
Airport.
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
1. Project Initiation .& Administration
1.1 Establish Technical Review Committee
Firm Responsible for Completing this Subtask: Jacobs/Ricondo&Associates,Inc
A Technical Review Committee comprised of representatives of the Airport and potential other County staff,
Fixed Base Operators, and key tenants will be established at the initiation of the project for the purpose of
providing technical guidance, review and comment on each element of the MPU. Each member of the
technical committee will be provided with a three ring project notebook binder for working papers. A total of
20 binders will be provided to members of the technical review committee.
1.2 Project Administration, Monthly Billing & Reports
Firm Responsible for Completing this Subtask: Jacobs/Ricondo&Associates, Inc.
This task will involve the necessary project coordination between the Planning Team members over the course
of the planning period and between the client and the team to ensure distribution of information and
guidance on project related items. This task will also include the development of project status reports on a
monthly basis and invoicing of the project. This task will include several specific coordination efforts
including:
• Meet with the Airport/County staff to develop and review the project schedule;
• Prepare monthly status reports for inclusion with the invoice. Status reports will describe progress on a
task-by-task basis;
• Miscellaneous meetings through web conferences (typically on a monthly basis) to facilitate coordination,
provide updates and present draft reports.
• FAA&FDOT coordination
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
2. Aerial Surveying and Mapping
Firm Responsible for Completing this Task: Jacobs
2.1 Aerial Mapping & Surveying
The key objectives of this task are to: (1)obtain geodetic control and survey for the identified runway ends;(2)
collect aerial photogrammetric imagery of the area necessary under current FAA guidance to collect
planimetric mapping; (3) develop and analyze the appropriate airspace surfaces and identify object
penetrations and potential mitigation measures to obtain the lowest possible approach minimums.
The basemap for MTH will be prepared in compliance with FAA's prescribed design guidelines within a GIS
platform, conforming to ACs 150/5300-16A, General Guidance and Specifications for Aeronautical Surveys:
Establishment of Geodetic Control and Submission to the National Geodetic Survey; 150/5300-17C, General
Guidance and Specifications for Aeronautical Survey Airport Imagery Acquisition and Submission to the
National Geodetic Survey; 150/5300-18B, General Guidance and Specifications for Submission of Aeronautical
Surveys to NGS: Field Data Collection and Geographic Information System (GIS) Standards; 150/5300-13A,
Change 1, Airport Design; and Orders 8260.3B, The United States Standard for Terminal Instrument
Procedures(TERPS), and 8260.54A, The United States Standard for Area Navigation.
The project will result in the creation of an existing data project for upload to the FAA AG1S platform.
The primary Airport planning services and related deliverables to be performed and completed in this task
include:
• Geodetic Control &Surveying
• Aerial Photography and Planimetric Mapping
• FAR Part 77 Airspace Surfaces and Obstacles Analyses
2.2 Establish Geodetic Control
The geodetic control and ground survey will be prepared in accordance with FAA Advisory Circular 150/5300-
16A & 150/5300-18B for establishing imagery control and tie-in with the Airports Primary and Secondary
Airport Control Stations (PACS and SACS). Prior to conducting the ground survey and control, an in-person
interview will be conducted with appropriate Airport staff to complete the required forms. Survey subtasks for
will include:
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} FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
2.3 Pre-Survey Preparation Activities
The following tasks provide information that will be reviewed to prepare for the survey prior to going into the
field.Generally,addressing each item listed below prepares the survey team to begin the survey:
• Review list of prepared questions to discuss with the Airport/County staff or proponent about the survey.
• Develop an FAA approved Safety Risk Management Plan for ground survey crew coordination with Airport
Operations.
• Ensure a thorough understanding of the specifications and requirements for the type of survey required.
• Determine areas of private or government property and arrange for access.
• Review the descriptions for control stations identified for use in the project.
• Acquire and review an accurate Airport diagram for use on the Airport.
• Review FAA Form 5010, Airport Master Record,at http://www.gcrl.com/5010web/.
• Coordinate with Airport authorities.
2.3.1.1 Reconnaissance
• A review of station descriptions in the NGS database will be performed. The Primary and Secondary
Airport Control Stations (PACS & SACS) need to be researched and their current data sheets obtained
from the National Geodetic Survey(NGS)website.
• Mark recovery. The surveyor will use the following process for the "recovery" of a control station, with a
physical visit to the station to determine its usability. Check each control station to determine proper
identity. Check the mark type, disk type, and stamping against the NGS datasheet. Ascertain its apparent
unmoved position.
• Selection of PACS, SACS, and NSRS ties. The surveyor will utilize Trimble GPS mapping grade equipment
for"station reconnaissance" (navigating to known PACS & SACS points) After the stations are recovered
and observed to be in apparent un-disturbed condition, preparation of the required descriptions,
sketches, photographs and other documentation will begin. The unmoved position and elevation of the
recovered PAC and SACS points will be verified by the surveyor through the use of GPS measurements
and/or EDM and Level measurements.
• Preparation of required descriptions, sketches, photographs and other documentation by the surveyor
and the Planning Team:
- An Airport Control plot (modeled on appendix 5 of AC 150/5300-16A) will be prepared. All
stations will be labeled with the corresponding designation and description (PACS, SACS, etc...).
- Photographs (JPEG format) of the recovered points will be taken and submitted (per AC
150/5300-18B section 1.6.2).
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
- A FAA Station Location Sketch and Visibility Diagram will be prepared and submitted for each
recovered point.
- A FAA Survey Station Description and Recovery Form will be prepared and submitted for each
recovered point.
- A pencil rubbing (if required) utilizing FAA Pencil Rubbing Form will be taken at each of the
recovered points.
- A FAA Station Table and Reconnaissance Checklist will be prepared.
2.3.1.2 Verification of Pre Survey
The Planning Team, prior to submission, will verify that correct forms and processes have been followed using
the appropriate FAA supplied forms for use in contact with the Airport Manager and Air Traffic Control
Interview. Jacobs will also verify the surveyor uses the appropriate Field Survey Operations forms as supplied
by the FAA on the aGIS web page.
The Planning Team will perform the following verification tasks associated with the survey work:
• Review list of PACS and SACS.
• Review/confirm recovered existing Primary Airport Control Station (PACS) and the associated Secondary
Airport Control Stations(SACS)at the Airport is done.
• Review verification that if either the PACS and/or SACS are not found, or are destroyed, or damaged, or
are not usable for some other reason, contact has been made with the FAA Airport Surveying-GIS
Program Manager.
• Review the submittal of the recovery report for the PACS and SACS to the NGS
2.3.1.3 GPS Occupation (Ground Survey)
The surveyor will take horizontal and vertical measurements of safety critical items to include:
• Aerial Photo Control Points (as identified by the aerial mapping firm). Per AC 150/5300-17C,a FAA Station
Location and Visibility Form will be prepared and submitted.Additionally, a photograph (JPEG format) of
each control point will be taken and submitted. Existing features are anticipated to be used as Photo
Control Points.
• Five check points(as described in AC 150/5300-17C Section 6)will be occupied with a GPS station and the
measurements submitted to NGS OPUS.
• Existing Runway End points. FAA Navigational Aid Facility/Runway End Sketches will be prepared for each
point.
• Runway centerline points every 10-feet and every 10-feet left and right of runway centerline.
• Displaced thresholds.
• On-Airport Navigational Aids.
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FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
Coordinate System/Datum:
Generated Horizontal Coordinates will be State Plane Coordinates referenced to the North American Datum of
1983 (NAD83). Elevations will be referenced to the North American Vertical Datum of 1988(NAVD 88).
2.3.1.4 Deliverables—Geodetic Control/Ground Survey
• Final Coordinates, Elevations,and Runway Profile Data submitted in Autodesk DWG format;
• Raw observational data including:Data Collector Files, GPS receiver files, OPUS solutions;
• Final Processing/Adjustment/Reduction Files;
• Scans/copies of field notes and sketches;
• Checklists and Forms listed elsewhere within this scope;
• Final project report
kIf PACS & SACS points are found to be destroyed or damaged, new control points may need to be
established utilizing the guidelines set forth in AC 150/5300-16A. This work is not anticipated or included in
this scope of services.
2,4 Photographic mapping = remote sensing
The Planning Team will enlist the services of a qualified photogrammetric/remote sensing mapping firm to
acquire aerial imagery and perform the planimetric mapping tasks in accordance with FAA AC 150/5300-18B
and -17C. Unless otherwise directed, the datum used for development of survey control will be NAVD 88 and
NAD 83 (1996)and will be tied into NGS disks which have been previously set at the Airport per AC 150/5300-
17C
The aerial imagery and mapping will be captured to the extents of the Vertically Guided Instrument Approach
Surfaces for MTH as outlined in FAA AC 150/5300-18B.
2.4.1.1 Airport Imagery Acquisition Planning
The Planning Team will work with The Sanborn Mapping Co. to create an imagery flight plan and ground
control diagram for submission to the Monroe County Department of Airports.
2.4.1.2 Aerial Photography Acquisition
Sanborn will acquire the leaf-on aerial photography of the 64 square mile project area conforming to the
General Guidance and Specifications for Aeronautical Survey Airport Imagery Acquisition and Submission to
the National Geodetic Survey, Advisory Circular 150/5300-17C dated 9-29-08. The 24 cm resolution digital
aerial photography will be acquired with a 60%forward overlap and 30%side overlap to provide for complete
stereoscopic aerial photography coverage out to the Vertically Guided Conical Surface(VGCS)and include the
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Vertically Guided Approach Surfaces that extend beyond the vertically guided conical surface as described in
FAA AC 150/5300-18B Section 2.7.1.1.
2.4.1.3 Aerial Photography Ground Control
The ground control surveying will be coordinated as required to accurately support the aerial photography
and subsequent photogrammetric mapping deliverables. Sanborn will provide the ground control diagram
with the general location of required control points. The ground control diagram will include the runway
thresholds and runway physical ends, which is also a requirement under 16A.
2.4.1.4 Airport Obstruction Mapping
The aerial photography obstruction mapping will include identifying and locating the top most visible part of
natural objects and man-made elevated features utilizing the Runways with Vertical Guidance specifications
and associated figures included in Chapter 2.7 of AC No: 150/5300 18B dated May 8, 2008. In large wooded
areas within the Vertically Guided Approach Surfaces,Vertically Guided Connection Surfaces, Vertically Guided
Transitional Surfaces, Vertically Guided Horizontal Surfaces and Vertically Guided Conical Surfaces the highest
tree within a 200' by 200' area will be identified and collected at the top most visible part of that object
utilizing leaf-on aerial photography.
2.4.1.5 Digital Orthoimagery
With the latest release of AC 150/5300-17C dated 9-30-11, the development and delivery to FAA of digital
orthoimagery and FGDC compliant metadata has been added as a deliverable.
Sanborn will develop natural color digital orthophotography imagery of the Vertically Guided Conical Surface
and include the Vertically Guided Approach Surfaces that extend beyond the Vertically Guided Conical
Surface. The color orthophotography will be developed at the resolution of the original aerial photography
imagery,which is being planned at 24 cm or 0.75 feet. The color orthophotography imagery will be delivered
in uncompressed TIFF format on DVD or USB hard drive.
Accuracy and Datum: Sanborn's proposed Aerial Photography Acquisition and Ground Control Diagram will
be designed to accurately support the obstruction mapping and digital orthophotography delivery
conforming to ASPRS Class II Accuracy Standards for 1"=200'scale maps.
The analytical aerial triangulation, obstruction mapping and color orthophotography will be referenced to the
FL State Plane Coordinate System, NAD 83/2007 (NSRS) and NAVD 88. The unit of measurement will be the
US Survey Foot.
2.4.1.6 Planimetric Mapping
Within the VGRPS, VGPCS, VGATS and VGPS imaginary surfaces, the following Airport planimetric Features
Groups that are visible and identifiable on the aerial imagery will be captured at a scale of 1" = 200':Airfield,
Airspace, Man-made Structures, Surface Transportation and Utility.
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2.4.1.7 Deliverables -Aerial Photography and Remote Sensing
The following items will be delivered as a result of the Photographic Mapping:
• Aerial Photography acquisition report
• Digital Orthoimagery on DVD or hard drive for review and acceptance
• Planimetric and Obstruction mapping in AutoCAD drawing file format (stereoscopically collected vector
data will also be converted for compliance to 18B AutoCAD standards) for Airport obstruction analysis
tasks.
• Three 36" x 36" color aerial prints on medium weight glossy photo paper.
2.5 Airspace Surfaces & Obstacle Analysis
Once the photogrammetric data has been received, the obstacle elevation and location data will be analyzed
to identify penetrations to applicable FAA FAR Part 77 airspace surfaces as detailed in the tasks below. FAR
Part 77 airspace surfaces will be mapped and integrated into a composite airspace surface to give the Airport
a means by which to screen future proposed vertical development projects in the vicinity of the Airport using
a point and click query method.
2.5.1.1 Obstacle Analysis
The airspace surfaces will be imported by the Planning Team into a Geographic Information System (GIS). 3-
dimensional representations of the airspace surfaces will be created in ArcView for analysis against the
planimetric data. Current penetrations (man-made and vegetative) as well as objects within 10-feet of each
airspace surface (vegetative only) will be identified. Color coding and symbology will be used to clearly
identify each object. Unique identification numbers will be given to each object. In certain instances, an
object may penetrate multiple surfaces. In those cases, each surface that is penetrated by the object, or is
within 10-feet above the object,will be noted and included in the master database. The database will contain
the following information for each object:
• Object ID
• Data source
• Obstruction type
• Elevation
• Longitude/Latitude
• Airspace surface
• Airspace surface height
• Height difference from object to airspace surface
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• Property information(if cadastral information is available from MassGIS)
• Airport property line(if available from the Airport)
• Avigation easements(if available from the Airport)
The mapping shall show the location of all objects (man-made and vegetative) that penetrate the airspace
surfaces as well as those which may be within 10 feet below the respective surfaces(vegetative only). Objects
shall be identified as numbered tags. Each tag number will be listed on a separate appendix table with
information to include the top elevation, the amount of penetration relative to the imaginary surface, the
object height relative to the ground, and a short descriptor as to the type of obstruction. The tag will be
color-coded to show whether the object is above or below the imaginary surface. Edges of the surfaces will
be shown, along with contours of these surfaces shown at a 10-foot interval. Planimetric mapping will include
all visible ground features within the mapping limits, including edges of roadway and airfield pavements,
airfield pavement markings, buildings, structures, poles, tree and brush drip lines, water bodies, etc.
Obstruction mapping plans will utilize a digital orthographic photo (obtained as part of Task 2.3.2) as a
backdrop to all obstruction information data as well as planimetric information obtained as part of Task 2.3.2.
Deliverables for this task include one(1)set of hard copy color plots of the obstruction mapping areas plotted
on 24" x 36"sheets.
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3. Inventory of Existing Conditions
The purpose of this Inventory is to assemble and organize existing relevant information and data pertaining to
the Airport. A series of inventory efforts are necessary to collect and organize a variety of specific technical
and financial data. The Planning Team will perform inventories of existing physical facilities and land uses
within the present boundaries of the Airport, and will inventory existing land uses outside the Airport
boundaries but inside the Airport environs (within with one nautical mile of the Airport). All available plans,
specifications, maps, photographs, drawings and other data, including FAA Form 5010-1 and NOAA
Obstruction Charts, will be obtained. The inventory will identify and generally describe existing facilities as
they relate to type and condition.
Where applicable, Airport facility data and information previously developed and maintained by the Monroe
County will be referenced and documented.Additional data shall be collected through the inspection, review
and use of Airport Layout Plan's,aerial photographs, FAA and FDOT databases. For budgeting purposes,it has
been assumed that two (2) one-day site visits by a mid-level planner and the Project Manager will be
conducted. The first site visit will provide an opportunity to inventory and document existing facilities and
conduct field observations of airfield operations to ensure a full understanding of baseline operation
conditions. The second site visit will be needed to interview stakeholders and tenants, gather additional
information, and/or validate facility information. The collection of environmental data is excluded from this
effort. It is assumed that is information will be acquired as part of the environmental assessment (a separate
study planned to commence in FY 2017).
Data&Resources Required From the Monroe County/Airport
The Planning Team's proposed budget to complete this study assumes that the following information will be
provided by others, or in lieu thereof, the ability to consult with the Monroe County Airport staff to jointly
define the assumptions to be used as the basis for the MPU.
• Previous Airport Master Plan
• Current Airport Layout Plan Drawings (digital required)
• Area Land Use and Zoning Information
• Airfield Pavement Condition Index(PCI)Study(if available)or FDOT Pavement Management
Report
• Current Capital Improvement Program
• Airport Property Map and Detailed Property Information
• Area Transportation Plans and Existing Traffic Counts
Deliverables
• A narrative report summarizing the results of the inventory of existing conditions including
supporting graphic exhibits and tables
o Five(5)copies of a preliminary draft Inventory working paper for Airport
review/comment
o Five(5)copies of a final draft Inventory of working paper for the Airport
review/comment
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o A final Inventory report in electronic format(PDF)
• Comprehensive leasehold map integrated from current lease agreement documents and
electronic files.
Estimated Task Duration
60 Days
3.1 Develop, Distribute, and Tabulate Tenant Survey
Firms Responsible for Completing this Subtask: AID, Inc.
A survey will be developed and distributed to key Airport tenants and operators of facilities at MTH. This
survey is intended to obtain responsible input relative to facility needs and issues at the Airport. The Monroe
County staff will be consulted relative to potential survey recipients.
3.2 Inventory of Airport Physical Facilities
Firms Responsible for Completing this Subtask: Ricondo&Associates, Inc.,AID, Inc.
The physical facilities inventory will consist of an on-site review of existing airfield and landside facilities
relative to their size, condition, use, configuration, and adequacy. This information will be used to evaluate
the effectiveness of the individual facility, as well as the interrelationships between developed uses on the
airfield. Following is an outline of key elements to be addressed:
• Airfield (AID) — Runway, taxiway and ramp configuration including pavement strength and condition,
marking, signing, lighting, navigational aids, aircraft circulation, and access to the Airport operational
areas will be reviewed. On-going or near-term improvements (physical or operational) being
considered by the Monroe County and reflected in the Airport's CIP, but not necessarily depicted on
the ALP will be incorporated,as appropriate, based on discussions with the Monroe County.
• Historic and Current Air Traffic Activity (R&A) — Aviation activity statistics for the last 10 years of
operations at the Airport will be assembled and organized. Information concerning general aviation
and military operations by local and itinerant categories and fleet mix and based aircraft by aircraft
type will be obtained. Information concerning peak hour, daily, monthly, and annual activity will be
obtained and quantified if available. Data will be obtained from Airport records, Airport users
including the fixed base operator,and various sources at the FAA.
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• Air Traffic Control and Airspace (AID)—Air traffic control facilities responsible for handling traffic into
and out of the Airport will be identified and their procedures, as they relate to the Airport, will be
reviewed. An inventory of the area airspace will be undertaken, based on Air Traffic Control
documents, with emphasis on the identification of airways, restricted areas, intersections, and
obstructions.
• Terminal Area (AID) — Airside and landside components of the current terminal area will be
inventoried. Attention will be paid to aircraft and passenger circulation, distribution of space by
functional use within the terminal building (rental cars counters, holdrooms, concessions, Airport
administrative offices, U.S. Customs and Border Protection (CBP) facilities, etc.) facility utilization, and
condition of the terminal building. An inventory and utilization assessment of parking facilities in the
terminal area will be addressed as well.
• Airport Access and Vehicle Parking (AID) — The inventory will also include review of the following
areas: roadways and intersections, terminal curbfront, rental car facilities, commercial vehicle staging
areas, public transportation and general ground access, public parking and interface with the local
roadway network. Every effort will be made to utilize available recent traffic count information
provided by the Monroe County or others, including data from recent FDOT traffic counts. It is
anticipated that traffic count information for the primary arterial roadways surrounding MTH (U.S. 1,
107th Street Gulf, and Aviation Boulevard) would be obtained from FDOT traffic count data. No
vehicle surveys will be conducted as part of this effort.
• FBO/General Aviation Facilities and Other Tenant Facilities (AID) — Structures devoted for the use of
general aviation, including fixed base and corporate operators will be identified and evaluated as to
their size, use (maintenance hangar, storage hangar, office, etc.), age and/or condition, and tenant
lease lot uses. Also included in the inventory will be a description of the services provided by the
unique FBO.General aviation facilities including ramp areas, number of tiedowns, and hangars by type
(conventional and T-hangar) will be identified and quantified by area or other appropriate measure.
Age or condition of the facility will be identified, as will the utilization and location of the facility on
the Airport.Additionally,a survey questionnaire will be created for distribution to Airport tenants.The
survey will be developed in conjunction with the Airport and will solicit information such as services
provided,satisfaction with current facilities, level of activity conducted from the Airport, based aircraft,
itinerant aircraft serviced, future expansion plans, and perceived Airport needs. Responses will be
tabulated and used in subsequent analyses. Results of the survey will be included in an appendix to
the MPU.
• Support Facilities (AID)—Airport support facilities to be inventoried will include, but not necessarily be
limited to fueling facilities, Airport maintenance, FAA facilities, and Aircraft Rescue and Firefighting
(ARFF).
• Airport Utility Systems (AID) — To the extent this information is available, utilities supporting the
Airport will be reviewed. The Planning Team will gather existing maps and record drawings of recent
on-Airport utility improvements from the Monroe County/Airport, to prepare a map of the utility
systems. The water system, sewer system, storm water system, gas distribution system, electrical
distribution system, and telephone/communications systems will be included. A narrative
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summarizing the existing conditions and findings for each utility will be prepared. In addition, a utility
map will be prepared showing locations and sizes of the utilities inventoried. No field verification of
information will be performed.
• Airport Security (AID)—This subtask includes the collection and review of relevant information to be
provided by the Monroe County regarding security systems and issues in the airfield, and Airport
operations area, and MTH Airport perimeter. The purpose of gathering this information is to
determine how MTH's security operations compared to other general aviation Airports and FAA
requirements, so that improvements can be accounted for in the capital improvement plan resulting
from this MPU.
• Weather Data (AID) — The Planning Team will assemble and analyze 10-years of historical wind and
weather data. Ceiling, visibility, wind speed and direction will be analyzed to develop a wind rose,
assess existing wind coverage and determine the percentage of observations in visual and instrument
meteorological conditions.
• Financial Data (R&A) — This subtask will consist in the assembly of Airport financial information
including, but not limited to, Airport grant history, capital improvement program, operating budgets
vs. actuals, and aviation fuel sale/delivery records. This information will be used as part of the
financial analysis tasks (Task 10). The objective of this task is to gather documents which affect the
financial management of Airport maintenance, operations, and capital development and to develop
an understanding of the structure, constraints, requirements, and opportunities for financing Airport
activities as related to the development of a capital improvement program.
3.3 Off-Airport Land Use and Land Use Controls
Firms Responsible for Completing this Subtask.: AID, Inc.
Existing land use mapping, aerial photography, comprehensive plans, and other documentation pertaining to
current and future land use in the vicinity of the Airport (up to one mile from the Airport boundary) will be
reviewed. Existing zoning districts will be reviewed to determine locations where potential incompatible land
uses could develop. Further, local planning agencies will be interviewed to obtain future land use or zoning
plans and to identify the potential for future residential, commercial, and industrial development in the vicinity
of the Airport. Particular attention will be paid to identifying land uses and zoning that could affect both in a
positive and negative fashion, the future development of the Airport.
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3.4 Land Holdings and Existing Leaseholds
Firms Responsible for Completing this Subtask: AID, Inc.
Land holdings interests and existing leaseholds will be identified. The land holdings interest information will
be incorporated into the Airport Property Map Drawing of the Airport Plans Package and the inventory of
existing leaseholds information will be obtained from the Monroe County to collect relevant information on
the existing leases on-Airport,including lease agreements and leasehold drawings in electronic format.
3.5 Known Environmental Areas of Concern
Firms Responsible for Completing this Subtask: AID, Inc.
It is anticipated that a detailed inventory of the environmental conditions at MTH will be conducted as part of
the environmental assessment (EA)to be initiated in the winter 2016/2017. To avoid duplication of efforts, the
Planning Team will work closely with the EA Consultant and Subconsultants to identify pertinent
environmental information that will be collected during the EA and incorporate pertinent information into the
Inventory of Existing Conditions for the MPU.
Features that will be identified as part of the EA and documented in the Inventory of Existing Conditions for
the MPU will include water resources (e.g., streams, wetlands, floodplains, and coastal zones), historic or
cultural resources, natural communities and vegetative associations, threatened and endangered species, and
other features or groups of features that may influence the development and operation of Airport
improvement projects.
This subtask will also include an inventory of noise abatement measures including existing zoning laws and
local regulations, as well as any other local zoning and land use restrictions instituted by the City and County
which may impact potential on or contiguous compatible development.
3.6 Review of Other Reports
Firms Responsible for Completing this Subtask: AID, Inc.
In an effort to reduce duplication of work and develop a common base of information,other studies that have
been recently completed would be reviewed and coordinated as applicable. This would include but not be
limited to previous master planning efforts, transportation studies, and other reports as appropriate. Where
possible,the Monroe County/Airport will provide copies of existing studies for the Planning Team's reference
and use.
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3.7 Prepare Inventory of Existing Conditions Report
Firms Responsible for Completing this Subtask AID,Inc.
The Inventory Chapter will discuss the issues and information obtained during the inventory phase of the
project.This chapter will present, in narrative and graphic format, information relating to Airport facilities, the
roadway access system serving the Airport, natural features affecting the current Airport property and tracts
immediately adjacent to the Airport,and data related to land use compatibility.
The findings of the inventory task will be summarized as a draft chapter to the final report. No additional
draft reports will be provided prior to the draft Master Plan report. The number of hard copies to be provided
is noted on Page 17 of this scope of services.
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4, Aviation Activity Forecasts
Firm Responsible for Completing this Subtosk: Ricondo&Associates, Inc, (unless otherwise noted)
The Planning Team will prepare forecasts of aviation traffic activity suitable for guiding the update to the MTH
master plan. Utilizing the inventory of aeronautical activity data collected in the inventory tasks and data
gathered in the forecasting effort, activity projections for the 5-, 10- and 20-year time frames would be
prepared. The updated projections of future aviation activity will provide the basis for evaluating the
adequacy of the existing Airport facilities. These forecasts will also provide activity measurements or
thresholds that will be used in conjunction with other portions of the master plan study to determine the
need,timing, and extent of future Airport facility or infrastructure development.
The forecasts, consisting of up to three alternate forecast projections, will be prepared using FAA-accepted
methodologies (regressions, market share, and trend analyses) and will be compared against other recently
prepared forecasts,such as the FAA Terminal Area Forecasts (TAF).The aviation activity forecasts will comprise
projections of annual activity for aircraft operations. These projections will further be segregated by local
versus itinerant operations and will be presented by Airport user categories, namely general aviation, air taxi,
and military. Existing and forecast based aircraft activity and fleet mix composition will also be analyzed as
part of this task. The forecasts will also define demand and/or activity volumes associated with the potential
for commercial air service. The intent is to analyze the potential level of air passenger enplanements and
aircraft operations that may occur at the Airport.
Previous Airport and other transportation related forecasts will be reviewed including, but not limited to:
• Most recent FAA Terminal Area Forecasts(TAF)
• Most recent FDOT Florida Aviation System Plan (FASP) Forecasts
▪ Most recent forecasts used as part of the previous EA
Data&Resources Required From The Monroe County
• Annual Aircraft Operations from 1996(if available)or for the last 10 years(from 2006)
• Detailed inventory(by aircraft type or tail number)of based aircraft at the Airport
• Peak month data for the most recent 12-month period that provides fleet type information for
operations served during that month.This data will help determine the existing fleet mix at the
Ai rport.
Deliverables
• Excel spreadsheets and graphs summarizing the aviation activity forecasts
• Five(5)copies of a preliminary draft chapter for Airport review and comment
• Five(5) copies of a final draft chapter for Airport review and comment
• Five(5) copies of a preliminary draft chapter for FAA and FDOT review and comment
• Five (5) copies of a final draft chapter for FAA review and comment
• A final forecast report in electronic format(.PDF) as approved by the FAA
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Estimated Task Duration
90 Days(excluding a 60-day review period by the FAA)
4.1 Collect and Analyze Socioeconomic Data
This subtask will consist in the definition of the Airport's catchment area and the assembly of historical and
forecast socioeconomic data (employment, population, personal income, gross regional product) for the
region and the nation. This will include data from the U.S. Census Bureau, regional economic development
organizations, regional and national socioeconomic data sourced through Woods & Poole Economics, Inc.,
and any other relevant sources.
4.2 Develop Aviation Activity Forecasts
4.2.1 REVIEW GENERAL AVIATION INDUSTRY TRENDS
The Planning Team will review national general aviation trends based on the FAA Aerospace Forecasts FY
2016-2036, the General Aviation Statistical Databook & Industry Outlook from the General Aviation
Manufacturers Association (GAMA), and the existing traffic logs. The data collected under this subtask will
help assess local and nationwide short- and long-term trends including projections of active general aviation
aircraft by type. In turn, these projections will be evaluated to assess whether these trends are likely to
influence future general aviation aircraft fleet mix projections at the Airport.
4.2.2 IDENTIFICATION OF FACTORS OR OPPORTUNITIES AFFECTING ACTIVITY LEVELS
A key element in the forecast process is the identification of potential for new or expanded activity by existing
Airport users, as well as the potential for the Airport to secure new services and users. This task will analyze
potential changes in business and tourism patterns, or in potential based operators at the Airport, to
determine any potentially significant factors that could impact the level or type of activity at the Airport. The
effort will identify potential niche markets that could be the basis for either expanding existing activity or
initiating new activity at the Airport. Potential for the expansion of corporate/business activity, air charter
operations will be analyzed. Changes in aircraft activity at the Airport since the opening of the U.S. Customs
and Border Protection (CBP) facility in the spring of 2016 will also be documented based on data/information
to be provided by the Monroe County, CBP staff, and/or FBO tenants.
4.2.3 COMMERCIAL AIR SERVICE ANALYSIS
The opportunities for attracting and securing commercial air service will be analyzed. This task will include an
overview of the market potential now and in the future for regularly scheduled commercial air service. Such
an analysis will look at the state of the airline industry;trends affecting decisions in this industry; the existing
and future fleet of aircraft utilized for such service;and the market potential or capture area. This analysis will
also include a review of the City of Marathon catchment area including review of the geographic area(s) for
which commercial service may attract customers. Data to be reviewed will include population and
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demographics data, employment and earnings information, and drive-time analysis. An issue will be the
immediate influence of the surrounding commercial service Airports including Key West International, and
Miami International Airport. The existing and projected activity levels at such competing Airports will be
identified along with other items such as costs associated with the use of these facilities, approximate travel
times,and flight options. These considerations, as well as others which may be identified during the course of
the analysis, will be investigated to determine if they provide a basis for securing this type of service. It is
emphasized, however, that this task is not intended as an Airport marketing analysis.
4.2.4 PREPARE AVIATION ACTIVITY FORECASTS
Updated aviation activity forecasts for MTH, taking into consideration forecasts from other sources, will be
prepared. The methodology used in this analysis will involve a variety of techniques that will identify state,
regional, and national aviation trends and their influence on activity at the Airport, as well as the influence
local business and economic activity have on aviation activity. Historical activity data will be organized to
identify peaking characteristics, local and itinerant mix,and the fleet mix of based aircraft.
Based on the traffic projections and assumptions regarding the projected aircraft fleet mix, the Planning Team
will provide a breakdown of projected aircraft operations by aircraft type. The based aircraft forecast will
directly influence the type and number of aircraft storage facilities and apron tie down that will be needed.
Projections of based aircraft will also provide an indication of anticipated growth in flight activity that is
expected to occur at the Airport. Based on the projections for based aircraft, the FAA 5010 Airport Record, the
review of the industry trends, and interviews with representatives of the FBO and Airport management, the
Planning Team will provide a breakdown of projected aircraft operations by the following types:single-engine,
multi-engine, turboprop,and turbojet. Forecasts of aviation activity will be prepared for the 5, 10, and 20-year
planning periods and will provide individual projections of the following:
• Annual General Aviation Operations(Local vs.Itinerant)
• Annual Military Operations(Local vs.Itinerant)
• Annual Air Charter/Air Taxi Operations
• Annual Instrument Operations
• Total Annual Aircraft Operations
• Annual Operational Fleet Mix
• Based Aircraft Totals
• Based Aircraft Fleet Mix
4.2.5 DEVELOP MILITARY AIRCRAFT ACTIVITY FORECASTS
Considering the limited number of military operations at the Airport (less than 500 annual operations'),it has
been assumed that the Planning Team will not be responsible for developing any new projections of aviation
activity and the FAA TAF will provide the sole basis for the military aircraft activity forecasts.
FAA Terminal Area Forecast.Issued January 2016.
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4.2.6 PREPARE COMMERCIAL AIR SERVICE FORECASTS
This task will forecast any demand and/or activity volumes associated with the potential for commercial air
service, taking into consideration the information generated under Task 4.2.3. This task is intended to analyze
the potential level of air passenger enplanements and aircraft operations that may occur at the Airport.
Forecasts of commercial air service, if it is found that such activity is deemed to be reasonably viable, will be
prepared for the 5, 10, and 20-year planning horizon. Note that the commercial air service forecasts may not
be part of the baseline forecasts to be presented to the FAA for approval.
4.3 Prepare Aviation Activity Forecasts Report
A Forecast of Aviation Demand report will be prepared to summarize the forecast of aviation demand for
MTH. It is anticipated the baseline forecasts will only account for general aviation and military traffic at the
Airport. The commercial air service forecasts will only be presented as an alternate demand scenario.
A preliminary draft version of the Forecast of Aviation Demand report will be submitted to the Airport, FDOT,
and FAA for review and comment. The Airport, FDOT, and FAA review and comment process for the Aviation
Activity Forecasts Report will incorporate four revision rounds; (1) preliminary draft for the Airport review and
comment, (2) final draft for the Airport review and comment, (3) preliminary draft for FAA review and
comment, and (4) final draft for FAA review and comment. The fourth round of comments/revisions will be
incorporated into the final draft chapter of the MPU.
As necessary, the Planning Team will prepare supplemental documentation comparing the FAA TAF and the
MTH Master Plan forecasts and attend meetings with the FAA Orlando ADO and FAA APO to review forecast
findings.The forecasts will be prepared in calendar year(CY) unless otherwise specified by the Airport staff.
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5. Capacity Analysis and Facility
Requirements
The capacity and facility requirements analysis will address the Airport's ability to accommodate airside,
terminal and landside facility demand based on the updated aviation activity forecasts and the selection of the
current and future design aircraft. The updated facility requirements analysis will quantify demand and
existing airside, terminal, and landside facilities will be analyzed to determine the type and magnitude of
aviation improvements ultimately required for the Airport.The facilities requirements analysis will focus on the
physical facilities and associated improvements needed to safely and efficiently accommodate projected
aviation demand on those aviation facilities for the twenty year planning period (2016-2036).
Deliverables
• Five (5)copies of the Facility Requirements chapter for Airport review and comment
• Five (5)copies of a final draft chapter for Airport review and comment
• A final Facility Requirements report in electronic format(.PDF)
Estimated Task Duration
75 Days
5.1 Airfield
Firm Responsible for Completing this Subtask: Ricondo&Associates,Inc
5.1.1 DEMAND/CAPACITY ASSESSMENT
Using the FAA's methodology for assessing airfield capacity and delay, as described in the FAA Advisory
Circular 150/5060-5, an assessment of the current and future level of airfield capacity will be developed.This
analysis will consider the airfield configuration, including runway orientation, parallel taxiways and exit
taxiways, weather conditions, aircraft fleet mix, current and forecast operations at each 5-, 10- and 20-year
time frame.The Airport capacity will then be calculated for both visual flight rules (VFR) and instrument flight
rules (IFR) conditions. These values will then be utilized to express the overall capacity in terms of the hourly
and annual service volume of the airfield.
This information will assist in validating recommendations of previous planning analyses or to identify
potential new considerations regarding the potential need and timing of taxiway enhancements over the 5,
10, 15, 20, and 25 year planning horizon. An assessment will also be undertaken to identify potential
improvements to the system of taxiways and exit taxiway connectors that could enhance the movement of
aircraft to and from the airfield to use areas on the Airport and the impact that these improvements might
have on the efficiency of movements on the airfield.
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5.1.2 DESIGN AIRCRAFT AND RUNWAY LENGTH REQUIREMENTS
Using information generated in the interviews conducted during the inventory portion of the study, the
characteristics of the current aircraft fleet will be identified, paying particular attention to the level, type, and
stage length of operations by jet aircraft. Additionally, any results from Task 4.2 will be factored into the
analysis to identify future changes that may occur in the aircraft fleet using the Airport, and in the airfield
facilities and/or dimensional criteria required to meet the demands that commercial activity would place on
the facility. From this analysis, design aircraft will be identified for use in determining short, intermediate, and
long-term runway length requirements. The design or critical aircraft(s) may consist of a single aircraft type or
may need to be identified by approach category, wingspan and/or by weight for different Airport
components. Evidence will be provided that the current and future design aircraft(s) conduct a minimum of
500 operations annually,as per FAA requirement.
Analysis of runway length requirements at MTH will utilize the Aircraft Characteristics for Airport Planning
manuals as provided for individual aircraft by the aircraft manufacturers. For budgeting purposes, it has been
assumed that this analysis will be completed for no more than 10 critical aircraft. Required weather data that
is necessary for runway lengths will be obtained for MTH from the National Climatic Data Center as
mentioned previously in the inventory phase. The results of the various runway length calculations and
requirements, as well as the required dimensional standards, will be incorporated into the facilities
requirements portion of the MPU. This information, as well as the design/critical aircraft identified for Airport
planning purposes,will be submitted for review and acceptance by the FAA.
As part of this analysis, the Planning Team will also assess whether the proposed Remote Communications
Air-Ground (RCAG) Antenna Towers near the Runway 25 Runway Protection Zone (RPZ) may impact aircraft
operations at the Airport, including departure climb gradients and takeoff distance available(TODA).
5.1.3 AIRFIELD REQUIREMENTS
Using the results of the demand/capacity assessment, as well as relevant information from other tasks and
airfield planning criteria, a preliminary listing of airfield facility requirements necessary to meet projected
levels of demand for the five, ten, and 20-year time frames will be developed. These airfield requirements will
be based upon both accepted Airport planning criteria and the forecast of aviation activity for the Airport, as
well as the knowledge and expertise of the Consultant, Airport management, and TAC members. Airfield
characteristics to be assessed include:
• Runway length,width and shoulders
• Necessity for addition/removal of taxiways or taxiway connectors
• Relocation of runway thresholds and associated runway extensions
• Pavement strength
• Taxiway requirements
• Lighting and marking
• Navigational aids
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• FAR Part 77 surfaces
Airfield facility needs will be identified in terms of linear feet, strength, separation, clearances, etc. and will be
compared to existing facilities to identify excess or deficient facility capacity or capability. Where appropriate
the airfield facilities will be linked to activity demand thresholds or triggers as a means of determining the
point at which demand is sufficient to warrant the improvement. Additionally, existing airfield components
will be evaluated to ensure that they comply with the_changes of the recently updated Airport Design AC.
5.2 Passenger Terminal
Firm Responsible for Completing this Sub task: Ricondo&Associates, Inc.
5.2.1 DEMAND/CAPACITY ASSESSMENT
Based on input from the forecasts and the results of the commercial air service analysis, the need for
additional passenger terminal facilities at the Airport will be defined. The facilities necessary to support the
potential commercial air service activity (both fleet and passengers)will be identified. The Planning Team will
identify demand for various functional areas of the passenger terminal using industry standards for the
baseline forecast scenario. The demand for the various facilities will be compared to the current capacity to
determine facility requirements throughout the planning horizon. The functional areas to be considered
would include, but are not limited to aircraft gates and gate frontage, passenger holdrooms, baggage claim,
airline lease space (ticket counters, operations areas, bag make-up area), security space, concession (food,
gifts&news, business centers, etc.), U.S.Customs facilities, rental car facilities, vehicle parking.
5.2.2 FACILITY REQUIREMENTS
Based on the demand/capacity assessment,terminal facility requirements to meet future demand expressed in
the baseline forecast and the alternate demand scenarios will be identified. Facility needs will be defined in
terms of the various categories identified above.
5.3 On-Airport Roadways
Firm Responsible for Completing this Subtask: AID,Inc
5.3.1 DEMAND/CAPACITY ASSESSMENT
Based upon the inventory of ground transportation components performed in Task 3 and the Aviation Activity
Forecasts developed in Task 4, the demand for the Airport access terminal road and other on-Airport
roadways will be compared to current capacity to determine facility requirements. This assessment, however,
excludes the analysis of off-Airport roadways. The Planning Team will develop a roadway demand/capacity
spreadsheet model to estimate the roadway demands and capacity for the on-Airport roadway system on a
link-by-link basis. Roadway capacity will vary based on the number of roadway lanes and characteristics of
roadway segment using Airport-specific industry-standard capacity assumptions based on roadway speed.
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5.3.2 FACILITY REQUIREMENTS
On-Airport roadways requirements will be based on future demand, and discussed in terms of number of
traffic lanes, access points, intersection congestion, and level of service. Off-Airport roadways will not be
assessed from demand-capacity standpoint however; existing traffic studies and existing planning studies will
be reviewed to identify off-Airport roadway networks that support traffic to/from the Airport which will
require improvements by FDOT or other local planning agencies in order to support the traffic volumes
expected to be generates by MTH.
5.4 Fixed Base Operator (FBO) and General Aviation Facilities
Firm Responsible for Completing this Subtask: AID,Inc.
5.4.1 DEMAND/CAPACITY ASSESSMENT
Using standard methodology for assessing general aviation demand and capacity, an evaluation of current
and future demand and capacity for general aviation facilities will be completed. The analysis will consider
facility requirements for:
• Aircraft ramp and parking area
• T-hangars
• Conventional hangar facilities
• FBO terminals
• Flight training facilities
• Aircraft maintenance and repair shops
• Vehicle parking areas
• Other general aviation facilities that reside at MTH
5.4.2 FACILITY REQUIREMENTS
General aviation facility requirements will be identified as needed to meet projected levels of demand
expressed in the baseline forecast and the alternate demand scenarios based on the demand/capacity analysis
for GA facilities. Facility requirements will be expressed in terms of gross area, linear feet, or other basic units
to determine excess or deficient capacity. This assessment will quantify future development items needed to
maintain an adequate level of service, function,and operation at the Airport.
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5.5 Support Facilities
Firm Responsible for Completing this Subtask: AID,Inc.
5.5.1 DEMAND/CAPACITY ASSESSMENT
Using pertinent FAA regulations, advisory circulars, and information gained from discussions/surveys of
Airport users, the Planning Team will determine the capacity of the existing Aircraft Rescue and Firefighting
Facilities (ARFF), fuel storage facility, airfield maintenance center facilities, Airport administration and
management,and FAA facilities.
5.5.2 FACILITY REQUIREMENTS
Future support facility requirements will be based on the baseline forecast and the alternate demand
scenarios, and discussed in terms of expansion of existing facilities or procurement of additional equipment
including any required NAVAIDS. This task will also consider the need for the construction of an air traffic
control tower at the Airport.
5.6 Prepare Capacity Analysis & Facility Requirements Report
Firm Responsible for Completing this Subtask: AID, Inc.
A draft Capacity Analysis and Facility Requirements report summarizing the findings of each of the preceding
tasks will be prepared and provided to Airport staff and Technical Review Committee for their review. The
Planning Team will prepare exhibits as necessary to clarify and summarize the various items addressed in the
alternatives section.
The Airport/County staff and Technical Review Committee review and comment process for the Capacity
Analysis and Facility Requirements Report will incorporate two revision rounds; (1) preliminary draft for review
and comment, and (2) final draft for review and comment. The second round of comments/revisions will be
incorporated into the final draft chapter of the MPU. The number of hard copies to be provided is noted on
Page 26 of this scope of services.
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6.. Alternatives Analysis and Recommended
Development Plan
The Planning Team will prepare sketches and evaluate alternative Airport development concepts to
accommodate the range of requirements needed to satisfy forecast demands for the 5-, 10- and 20-year time
frames. The Airport will review the concepts and work with the Planning Team to determine suitability of the
Airport to accommodate future Airport improvements. Based on Airport comments, the Planning Team will
prepare the recommended alternative development plans.
Because of land constraints, the definition of the highest and best uses for Airport property or adjacent
County-owned land parcels, the identification of potential developable parcels for aviation-related uses with
existing or potential connection to the airfield, and the identification of County-owned Airport parcels or
facilities that could be redeveloped to generate additional aeronautical revenues will be key to the evaluation
of the development alternatives. As part of the alternative analysis, the Planning Team will also define land
acquisition needs to meet short,intermediate, and long-term needs.
The proposed development plan for the Airport would seek to strategically locate land uses to enhance the
Airport operations and community benefits. The plan would allocate land uses to ensure compatibility with
existing and proposed off-Airport uses.
Deliverables
• Five (5)copies of the Airport Development Alternatives chapter for Airport review and comment
• Five (5) copies of a final draft chapter for Airport review and comment
• A final Airport Development Alternatives report in electronic format(.PDF)
Estimated Task Duration
60 Days
6.1 Airfield Alternatives
Firm Responsible for Completing this Subtask: Ricondo&Associates,.Inc_
6.1.1 AIRFIELD DEVELOPMENT ALTERNATIVES
On the basis of the Airport facility requirements established previously, preliminary airfield development
alternatives will be developed. Airfield alternatives will be based on schemes for development within existing
or expanded Airport boundaries and will show necessary major runway and taxiway development for each of
5-, 10- and 20-year time frame. This task will be conducted simultaneously with the following tasks and will
result in a series of overall development options for the Airport. Airfield alternatives will be developed based
on the identified facility requirements, environmental considerations, engineering factors, costs, and overall
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feasibility for implementation. Airfield alternatives will also be analyzed to determine their potential for
creating or being affected by line of sight considerations as well as FAR Part 77 and TERPS surfaces. This task
would also include the development of airfield alternatives that consider the application of declared distances.
Runway enhancements that may include possible extensions as well as improvements to approach capabilities
(threshold siting)will include a general assessment of the requirements that would need to be met associated
with these improvements. Up to three (3) airfield alternatives will be prepared for inclusion in the final MPU
document. No airfield modeling or simulation will be provided as part of this task.
6.1.2 REVIEW EXISTING INCOMPATIBLE LAND USES WITHIN THE RUNWAY 25 RPZ
As part of the airfield alternatives, the Planning Team will review existing incompatible land uses within the
Runway 25 Runway Protection Zone (RPZ). Specifically, the Planning Team will assess the operational risks
associated with the preservation of a maintenance building and two aircraft storage hangars located within
the RPZ. This subtask will include the following efforts:
▪ Review airfield safety areas and runway critical surfaces associated with Runway 25: This review
will provide a means to assess whether the existing maintenance building and aircraft storage
hangars encroach on the airfield safety areas and runway critical surfaces associated with Runway
25. Safety areas and critical surfaces to be reviewed will include RPZ, Runway Object Free Area
(OFA), Runway Safety Area (RSA), Runway Obstacle Free Zone (OFZ), Precision Runway Obstacle
Free Zone (POFZ), FAR Part 77 surfaces, TERPS - Straight out Instrument, Departure Surface, One
Engine Inoperative (OE1) Departure Surface, Glide Slope Qualification Surface (GQS) for Screening
Approach Procedure with Vertical Guidance (APV), Precision Approach Path Indicator (PAPI)
Obstacle Clearance Surface(OCS).
• Collect data from the National Transportation Safety Board's (NTSB's) database on historical
accidents at the Airport.
• Define building occupancy:since building occupancy would have a major effect on the likelihood
of a groundling fatality, the Planning Team will meet with the Monroe County and aircraft hangar
storage tenant to define the number of employees that occupy those buildings on a regular basis.
• Define the type aircraft anticipated at the Airport. The type of aircraft is a major factor in
estimating the probable crash size and the crash consequence. As such, the Planning Team will
define the largest and fastest aircraft anticipated at the Airport.
• Identify the likelihood of an aircraft accident in the Runway 25 RPZ("the event").
• Estimate the severity of the event based on the building occupancy and type of aircraft.
• Analyze and assess risk levels using the risk matrix included in Appendix C of FAA Order 5200.11
Change 3, FAA Airports (ARP)Safety Management System: Risk levels will be established based on
the severity and likelihood of the event.
• Mitigate risks:if required, develop mitigation measures to reduce risk to the lowest possible level.
• Using the RPZ risk assessment tool that is being developed' as part of the Airport Cooperative
Research Program (ACRP) Project #04-18, assess the risk of an aircraft accident in the Runway 25
According to http://apes.trb.org/crosfeed/TRBNetProjec Display.asp?ProjectID=3711.the anticipated completion date for ACRP 04-18 is July
2016.
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RPZ and assess the risk to people and property. Should this tool not be available by the time the
MPU is initiated, the Planning Team will engage directly with the research agency that is
responsible for the development Of this tool.
6.2 TerminalNehicle Parking Alternatives
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc,
On the basis of terminal facility requirements established in Task 5.2, up to five alternatives will be developed
to provide for a plan that is "balanced" and meets or exceeds customer expectations for level of service. The
terminal area plan will include analyses of how the terminal facility could be expanded to meet projected
demand while minimizing the impact that the expansion would have on existing operations.
The analyses of terminal expansion will also include consideration of the airline operations area, security
facilities, curbfront and vehicle parking requirements, concessions, support facilities, and various other
terminal-related functions that will have a direct impact on terminal expansion strategies. An evaluation
matrix will be developed to compare the various alternatives.
6.3 Roadway Alternatives
Firm Responsible for Completing this Subtask: AID, Inc.
Based upon information developed during the review and analysis of the existing ground access/roadway
systems conducted in the demand-capacity task, the Planning Team will develop optional schemes for
providing additional ground access capacity. Specifically, the Planning Team will prepare conceptual plans
and illustrate these in scaled exhibits depicting alternative ground access roadways and circulation schemes
that meet the facility requirements for the 20-year planning horizon. It is anticipated that up to three
conceptual plans will be developed and will depict ground access options for the fully expanded/renovated
terminal area.
6.4 General Aviation Facility Alternatives
Firm Responsible for Completing this Subtask: AID, Inc.
Based on the general aviation area facility requirements determined previously, preliminary general aviation
development within or beyond existing Airport boundaries will be formulated. General aviation alternatives
will be evaluated on the basis of their efficiency in meeting identified facility requirements, ability to group
tenants in the same general areas; engineering factors, ease of implementation, costs, and environmental
considerations. This task will include the identification of alternatives to provide additional aircraft parking
area for business jet aircraft. Specifically, this task will evaluate the practicability of relocating the existing fuel
storage facility away from the aircraft ramps and maneuvering areas. This will lead to the selection of the
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options best satisfying the identified need. Up to three (3) general aviation facility alternatives will be
prepared as part of this task.
6.5 Support Facility Alternatives
Firm Responsible for Completing this Subtask: AID, Inc.
Alternatives for the development of required support facility improvements shall be developed and evaluated
to assess preferred layouts on the basis of the ability to serve the projected demand, expandability, and
operational considerations. Up to three (3) support facility alternatives will be prepared as part of this task.
This task also will also include the identification and evaluation of potential sites for the construction of an air
traffic control tower including line of sight analyses, as well the evaluation of potential sites for the
construction of an emergency operations center within the Airport boundary.
6.6 Evaluate Development Alternatives
Firm Responsible for Completing this Subtask: AID, Inc.
The Planning Team will conduct an evaluation of the development alternatives based on criteria developed in
conjunction with the goals and objectives of the Study and through dialogue between the Planning Team and
the Airport staff. These will include: ability of the concept to provide required capacity and capability;
potential environmental impacts; relative costs (using labor and materials price data from recent Airport
construction projects); and constructability/ease of implementation. Criteria may be weighted to reflect
importance in the evaluation process. An evaluation matrix will be prepared to compare the various
alternatives in terms of the evaluation criteria. This task will result in the revision of options or the
combination of individual alternatives into a single alternative for implementation.
6.7 Refine Recommended Airport Development Plan
Firm Responsible for Completing this Subtask:: Ricondo&Asosciates, Inc.
As needed, the Planning Team will refine the near-term recommended alternatives identified in the previous
tasks, including airfield, terminal, and roadway access (on and off-Airport). Based on input from the Airport,
refinements to the recommended development plan will be made.
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6.8 Prepare Airport Development Alternatives Report
Firm Responsible for Completing this Subtask: AID, Inc
A draft Airport Development Alternatives report summarizing the findings of each of the preceding tasks will
be prepared and provided to Airport staff and Technical Review Committee for their review. The Planning
Team will prepare exhibits as necessary to clarify and summarize the various items addressed in the
alternatives section.
The Airport/County staff and Technical Review Committee review and comment process for the Airport
Development Alternatives Report will incorporate two revision rounds; (1) preliminary draft for review and
comment, and (2) final draft for review and comment. The second round of comments/revisions will be
incorporated into the final draft Airport Development Alternatives of the MPU. The number of hard copies to
be provided is noted on Page 32 of this scope of services.
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7. Environmental Overview
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc. (unless otherwise noted)
The environmental overview to be completed as part of this MPU will assist in selecting a preferred
development alternative that minimizes potential environmental impacts. It will identify potential areas of
environmental concern, whether any components of the preferred development plan might affect significant
environmental resources, and the level of environmental documentation required by FAA prior to
implementation of the recommended Master Plan projects. The Planning Team will review each element of
the proposed development plan so the Airport/County staff is made aware of:
o Potential environmental concerns
o The anticipated environmental documentation required prior to implementation
• Whether the proposed improvements are likely to require Federal and/or State Permits.
The environmental overview will identify environmental concerns based on the guidance provided in FAA's
Order 1050.1F, Environmental Impacts: Policies and Procedures and Order 5050.4B, National Environmental
Policy Act (NEPA) Implementing Instructions for Airport Actions or the current versions of those documents.
The first step will be to review existing environmental reports prepared for the Airport and gather information
from existing databases, maps, and published information available from applicable resource agencies to
establish existing conditions.
Deliverables
• A detailed narrative report summarizing the results of the findings of the environmental overview
including supporting graphic exhibits and tables
o Five(5)copies of a preliminary draft working paper for Airport review/comment
o Five(5)copies of a final draft working paper for Airport review/comment
o A final Environmental Overview report in electronic format(.PDF)
Estimated Task Duration
Documentation of Existing Conditions -30 Days
Noise analysis&determination of probable environmental documentation and permitting requirements for
the preferred alternative—30 days
7.1 Evaluation of Proposed Development
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc.
By using data to be collected as part of the EA for the proposed improvements to Runway 7-25 and Taxiway A (to
be initiated in the winter of 2016/2017), the preferred development alternative will be evaluated to identify
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potential environmental issues. This subtask will also include the identification of possible environmental
documentation and permitting requirements for the preferred alternative.
7.2 Airport Noise Evaluation
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc and Deborah Murphy Lagos&Associates,.
LLC(analysis oversight).
The Planning Team will conduct a noise analysis, resulting in noise contours that are representative of the
existing base year (2016), and future ten-year (2035) aeronautical activity and existing/future (preferred
alternative) airfield configuration consistent with the MPU.
The noise contours will be prepared for informational purposes only and are not intended to be used for the
purpose of 14 CFR FAR Part 150 Noise Exposure Maps (NEMs) or Noise Compatibility Program (NCP). The
methodology used to develop the contours, however, will comply with that recommended by the FAA; the
FAA's Aviation Environmental Design Tool [AEDT] version 2b will be used for the noise modeling. The noise
contours will be placed on a current aerial photograph base map or USGS quadrangle map, depending on the
area of noise exposure that extends beyond the Airport.
It is anticipated this effort will build on the model that will be developed as part of the EA for the proposed
improvements to Runway 7-25 and Taxiway A. Fleet mix information and airfield conditions, however, will be
updated to reflect the FAA-approved activity forecasts (Task 4) and the future airfield conditions (for example,
runway extension, threshold changes,or safety areas)to be defined as part of the MPU (Task 6.1).
The noise analysis will identify and depict noise exposure associated with the projected aeronautical activity at
the Airport and will include an identification of noise sensitive land uses. The DNL 65 dB and higher noise
contours will be generated for each modeled scenario. Federal noise standards recognize DNL 65 dB as the
threshold for evaluating noise impacts, which will be noted on all figures or drawings depicting noise
contours.
The existing and 10-year noise contours will also be depicted on the Airport land use plan drawing. A
narrative description of Airport noise exposure, compatibility with adjacent land uses, and a summary of
federal noise compatibility guidelines will be prepared for inclusion in the environmental overview working
paper.
7.2.1 DEFINE AIRCRAFT FLEET MIX
The aircraft fleet mix representing the average annual day aircraft operations for the existing and future
airfield conditions will be used for noise modeling.The following data sources will be collected, reviewed, and
compiled into the 2016 aircraft fleet mix:
• Fixed Base Operator(FBO) records/interviews,
• FAA Air Traffic Activity Data System (ATADS),
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• FAA Traffic Flow Management Systems Count(TFMSC), and
▪ FAA Form 5010(Airport Master Records).
The future year (2026) fleet mix and operations will be sourced from the Master Plan forecasts. The
corresponding AEDT aircraft types will be determined for each category of aircraft included in the Master Plan
forecasts.
7.2.2 ESTABLISH AIR TRAFFIC OPERATIONAL PROFILE
The air traffic operational profile (i.e., aircraft flight tracks, runway utilization,and flight track utilization)will be
established as part of the EA. As such, it is anticipated that this effort will be limited to the update of the INM
model to reflect the future/proposed airfield configuration. For budgeting purposes, it has been assumed
that the assumptions regarding flight track and runway use from the EA would remain valid and would not
need to be updated.
7.2.3 ESTABLISH BASELINE (EXISTING) NOISE CONTOURS
The aircraft noise contours of DNL 65, 70, and 75 dB resulting from the average annual day operations for the
existing baseline condition will be created using the FAA's AEDT 2b. The annual aircraft operations for the
existing baseline conditions will be based on the FAA's ATCT annual counts for the Airport.
7.2.4 ESTABLISH LONG TERM (10- YEAR) NOISE CONTOURS
The aircraft noise contours of DNL 65,70, and 75 dB resulting from the average annual day operations for the
future year condition (2025)will be created using the FAA's INM, version 7D or AEDT 2b. The annual aircraft
operations and the fleet mix will be estimated based on data developed as part of Task 4.
7.3 Prepare Environmental Overview Report
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc.
A draft Environmental Overview summarizing the findings of each of the preceding tasks will be prepared and
provided to Airport staff for their review. This report will address the environmental conditions at MTH as
determined through a review of existing reports and through contacts with various state and federal agencies.
The overview will identify potential effects on environmental resources as a result of projects proposed in the
updated Airport Master Plan.
The Airport/County staff and Technical Review Committee review and comment process for the Environmental
Overview Report will incorporate two revision rounds; (1) preliminary draft for review and comment, and (2)
final draft for review and comment. The second round of comments/revisions will be incorporated into the
final draft chapter of the MPU. The number of hard copies to be provided is noted on Page 36 of this scope
of services.
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S• Sustainability Initiatives
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc. (unless otherwise noted)
This task will address the Airport sustainability policy, establish possible goals to minimize the impact or
consumption to reduce the Airport's overall environmental footprint, and identify and describe a range of
generic sustainability initiatives to help the Airport achieve each set goal.
Deliverables
• Five(5) copies of the Sustainability Initiatives chapter for Airport review and comment
• Five (5)copies of a final draft chapter for Airport review and comment
• A final Sustainability Initiatives report in electronic format(.PDF)
Estimated Task Duration
45 Days
8.1 Establish Baseline Conditions
The Planning Team will conduct a baseline inventory or assessment of each defined sustainability category,
such as environmental resource usage (e.g., water consumption per year or per passenger, etc.), emissions
inventory, surface transportation management, land uses, and etc. For budgeting purposes, it has been
assumed that this effort will require a site visit to the Airport that will include interviews of key Airport staff.
8.2 Facilitate Sustainability Workshop
The Planning Team will attend and help facilitate a half-day workshop to define the Airport's sustainability
goals, outline the sustainability categories at the Airport, such as socioeconomics, Airport facilities and
procedures, environmental resources (e.g., noise, water, air quality, etc.), and identify and describe a range of
specific sustainability initiatives to help the Airport achieve its goals.
The Planning Team will be responsible for developing all support materials for facilitating the Sustainability
workshop.These materials will include presentations, meeting agenda, questionnaires, and etc.
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8.3 Formulate Sustainability Framework
Based on the outcomes of the sustainability workshop, the Planning Team will formulate a sustainability
framework for the Airport that will identify the following:
• Sustainability Policy
• Sustainability Strategies (if applicable)
• Long- and short-term objectives
• Priorities List
• Timeline and Responsibilities
Upon approval of the Airport's sustainability framework, the Planning Team will develop a Sustainability
Initiatives chapter for inclusion in the MPU.
8:4 Prepare Simplified Recycling, Reuse, and Waste Reduction Plan
Based on Section 133 of the FAA Modernization and Reform Act of 2012, Airports are required to prepare a
Recycling, Reuse, and Waste Reduction plan as part of the master planning process. This plan will address the
feasibility of solid waste recycling, minimizing the generation of solid waste, operation and maintenance
requirements, the review of waste management contracts, and the potential cost savings or generation of
revenue.
This task will include, in collaboration with Airport staff, the identification of the types of solid waste
generated at the Airport,as well as the factors likely to influence the scope and nature of the Airport recycling
program (e.g. local markets for recyclable commodities; cost for transport and processing recyclables; local
recycling infrastructure; willingness of an Airport and its tenants to implement recycling programs; Airport
layout and logistics.)
It is anticipated the recycling, reuse, and waste reduction plan will include a description of the scope of the
existing recycling and waste management programs, the identification of the drivers for
implementing/maintaining a recycling program,a description and inventory of infrastructure in place, both on
and off- Airport, that supports Airport recycling, and a description of the Airports current solid waste
recycling, reuse, and waste reduction efforts,including instances when tenants recycle materials.
Results of previously completed waste audits will be documented as part of the plan. However, no waste
audits will be conducted as part of this MPU. Technical and economic factors,as well as logical constraints,
that currently affect the Airport's ability to recycle will be reviewed and Federal, state, or local guidelines or
policies that aid or hinder recycling efforts will be identified.
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This task will also include a brief review of existing waste management contracts including a description of
current contracting for waste management at the Airport, the identification of tenant leases and service
contracts with corresponding expiration, extension, and/or renewal dates, and a description of how waste
handling and recycling is funded.
Potential for cost savings or revenue generation and recommendations to minimize solid waste will be
identified. No detailed financial analysis and modeling, however, will be completed as part of this
effort.
8.5 Draft Sustainability Chapter
A draft Sustainability Chapter summarizing the findings of each of the preceding tasks will be prepared and
provided to Airport staff for their review. The Airport/County staff and Technical Review Committee review
and comment process for the Sustainability Initiatives chapter will incorporate two revision rounds; (1)
preliminary draft for review and comment, and (2) final draft for review and comment. The second round of
comments/revisions will be incorporated into the final draft chapter of the MPU. The number of hard copies
to be provided is noted on Page 39 of this scope of services.
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9. Capital Improvement Program
Implementation Plan
The implementation plan will consist of the Implementation Schedule and the Capital Improvement Program
(CIP). The recommended development plan will be subdivided into distinct projects for which estimates of
probable costs will be prepared and funding sources which will be phased over the development period. The
CIP will be coordinated with Airport management and the existing CIP to include both currently programmed
and master plan-related capital improvements for the Airport.
The development schedule will be based on the improvements needed to satisfy demand at each of the 5-,
10- and 20-year time frames, which will be assumed to occur as determined under the Baseline Demand
Scenario developed in the forecasting task. Individual development projects will be phased to allow
improvements to be designed, constructed, and operational to meet demand.The phasing process will be an
iterative process with the financial analysis to ensure that the CIP is both implementable and economically
feasible.
Deliverables
• A report including the project summaries and supporting graphic exhibits
o Five(5) copies of a preliminary draft Implementation Plan working paper for Airport
review/comment
o Five(5) copies of a final draft Implementation Plan report for the Airport
review/comment
o A final Implementation Plan report in electronic format(PDF)
Estimated Task Duration
45 Days
9.1 Establish Preliminary CIP Project Priorities and Sequencing
Firm Responsible for Completing this Subtask: Jacobs
The Monroe County staff will provide a summary of the current CIP needs and priorities for MTH. In
consultation with the Monroe County staff,each project in the preferred long range development concept will
be assigned to a particular planning term (short term, intermediate term, or long term). Each project will be
individually described in sufficient detail to describe the nature and purpose of the project, identify potential
conflicts with other projects,and identify projects that must occur to enable completion.
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9.2 Develop Estimates of Rough Order of Magnitude Cost (ROM)
Firm Responsible for Completing this Subtask: Jacobs
Cost estimates will be prepared for each project in the recommended development plan for the 20-year
planning horizon,with additional detail provided for the initial near-term 5-year capital improvement projects.
The Cost estimates will be provided on an item of work basis.
9.3 Funding Source Strategies/Implementation Schedule
Firm Responsible for Completing this Subtask: Jacobs&AID, Inc.
The purpose of this task is to identify the funding sources available to support the planned capital
development at MTH, and to determine the financial feasibility of the Monroe County undertaking and
implementing its planned capital development. Potential funding sources for the planned capital
development may include, but not be limited to: federal grants, both entitlement and discretionary; state
grants; passenger facility charges (PFC), both on a pay-as-you-go basis and leveraged basis; general Airport
revenue bonds; Monroe County funds; and other, which may include third-party financing, special facility
financing, etc. The determination of the preferred funding source strategy will be based, in part, on the
availability of each funding source; market conditions and the ability of the Monroe County to access any
particular source; and the Monroe County policies and preferences. It is anticipated that adjustments to the
phasing plan may be necessary to accommodate cash flow and debt funding considerations. These
refinements will be conducted in consultation with the Monroe County staff and result in the development of
implementation schedule for the preferred long range development concept for MTH.
9.4 Prepare Implementation Plan Report
Firm Responsible for Completing this Subtask: AID, Inc.
The Implementation Plan report will include graphic exhibits depicting the capital improvement projects. In
addition,summary sheets will be developed for each project that identifies typical CIP entry fields to facilitate
future programming of each project in the JACIP for the Airport. It is anticipated the project summary sheets
will include the following information:
• Name of and brief description of the project
• Project justification:brief explanation of why the project is needed.
• Site information:Location map indicating the project location and clarifying limits of construction
• Projected timing (short-, mid-, or long- range) or demand trigger
• Order of magnitude costs for the proposed projects
• Source of Funds:anticipated sources of funding for the projects(to be provided by the Monroe
County)
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• Environmental documentation:identification of the type of environmental documentation
(categorical exclusion, EA,or EIS) expected.
The findings of the implementation plan task, including the project summaries and exhibits, will be
summarized in a draft report and provided to Airport management and staff for review and comment.
The Airport/County staff review and comment process for the Implementation Plan Report will incorporate
two revision rounds; (1) preliminary draft for the Airport review and comment, and (2) final draft for the
Airport review and comment. The second round of comments/revisions will be incorporated into the final
draft chapter of the MPU.
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10. Financial Feasibility and Funding
Analysis
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc. (unless otherwise noted)
The results of the master planning analyses described in the prior tasks will be evaluated from a financial
standpoint, taking into consideration existing debt and expected levels of available FDOT, FAA entitlement,
and FAA discretionary funding, as well as the availability of local funds and any opportunities for third party
funding.The analyses will help establish a phasing plan for the recommended improvements identified for the
Airport that can be implemented in accordance with projected demand growth and emerging facility needs.
The financial plan will be prepared to outline the actions and initiatives necessary to carry out the OP in a
financially sound manner. Included in the financial plan will be the identification of specific funding sources,
projections of revenues and expenses, and development of a preferred strategy for undertaking the OP.
Data&Resources Required From the Monroe County/Airport
Financial data will be collected to support the financial analyses of this study and will include:
• Lease disclosure data
• Historical and upcoming capital projects
• Prior funding assistance
• Revenue sharing agreements
• Airport financial statements as well as applicable information pertaining to state/local financial
support
• Airport Leases Summary,if available;if not, copies of tenant leases
• Projected debt service schedule, if applicable
• Projected capital projects and funding sources for upcoming five years
Deliverables
• A Financial Analysis report:
o Five(5) copies of a preliminary draft Financial Analysis working paper for Airport
review/comment
o Five(5) copies of a final draft Financial Analysis report for the Airport
review/comment
o A final Financial Feasibility and Funding Analysis report in electronic format(PDF)
Estimated Task Duration
45 Days
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10.1 Prepare Financial Plan
The recommended airport financial plan will be prepared under this subtask. This effort will take into
consideration typical participation levels from federal and state grant-in-aid programs to determine the net
amount of capital funds required by the airport to accomplish each proposed stage of improvement for the
Airport. Alternative financing strategies that may be available for implementing the proposed development
program will also be analyzed. The sources of airport funds as to their financial implications, their use to
finance proposed airport development projects and airport operations and maintenance needs will also be
explored.The financial plan will be broken into a five-year initial phase (which will be delineated on an annual
basis), an intermediate five year term, and a long-term of ten years, to complete the 20-year planning
program.
Available sources of airport revenue and expenditures will be obtained to provide an overview of the airport's
operating income. This information will be used to provide an analysis of the revenue that can be expected
over the course of the short term planning period only. Projections of future airport revenue and expenditures
will be made for the first five-years and then utilized to evaluate the financial feasibility of the projects needed
within that timeframe.
The analysis will focus on the first five-years in attempt to keep the financial analysis as realistic as possible,
while at the same time providing valuable data for the airport to use when updating the Joint Automated
Capital Improvement Program (JACIP). Based on the findings, revisions will be made to the work program with
the intent of producing a realistic approach to accomplishing future airport projects, while at the same time
maintaining the current airfield facilities.
During the development of a recommended financial plan, specific projects will be reviewed with airport
management to confirm project costs and timing as well as to review the strategy for available funding
sources, all in an effort to maximize the financial feasibility of the capital program.
10.2 Prepare Financial Analysis Report
The findings of the financial plan task will be summarized in a draft report and provided to the Master Plan
Technical Review Committee and Airport management and staff for review and comment.
The Airport/County staff review and comment process for the Financial Feasibility and Funding Analysis
Report will incorporate two revision rounds; (1) preliminary draft for the Airport review and comment,and (2)
final draft for the Airport review and comment. The second round of comments/revisions will be incorporated
into the final draft chapter of the MPU.
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11. Update of the Airport Layout Plan Set
Firm Responsible for Completing this Subtaslc Ricondo&Associates,Inc (unless otherwise noted)
This effort is intended to produce the necessary documents (including the ALP drawing set and associated
Narrative Report) required for the Federal Aviation Administration (FAA) and Florida Department of
Transportation (FDOT)to review and conditionally approve the proposed development plan for the Airport.
The Airport Layout Plan will be prepared in accordance with FAA standards as defined in FAA Advisory Circular
150/5070-7, Airport Master Plans, and FAA Advisory Circular 150/5300-13A, Change 1, Airport Design. The
ALP set will be prepared as a paper-copy ALP and does not include preparation of an electronic ALP (eALP).
Data will be submitted in CAD format and is not intended to be provided in GIS format for use in an eALP
submittal to the FAA.
All components of the ALP drawing set described herein will be developed in accordance with the provisions
of AC 150/5070-6B, Airport Master Plans, and the FAA ARP Standard Operating Procedure (SOP) 2.00, Review
and Approval of Airport Layout Plans (ALPs). To support the submittal of this updated planning product, the
Planning team will also review, complete,and submit the checklist that is provided in the FAA SOP 2.00.
Deliverables
• Five(5) copies of the preliminary draft ALP set for distribution to the Airport
• 13 copies of the draft ALP set for distribution to the FAA(9 copies), FDOT Aviation and
Spaceports Office(2 copies),and Airport staff(2 copies).
• 15 copies of the final ALP set for distribution to the FAA(9 copies), FDOT Aviation and Spaceports
Office(2 copies),and Airport staff(4 copies).
• A narrative report discussing the components of the ALP Plan Set and the proposed development
plan reflected on the sheets of the ALP
o Five(5) copies of a preliminary draft ALP Narrative Report working paper for Airport
review/comment
o Five(5)copies of a final draft working paper for the Airport review/comment
o A final ALP Narrative Report in electronic format(PDF)
Estimated Task Duration
120 Days(including a 60-day review period by the FAA)
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11.1 Title Sheet
A title sheet will be prepared in accordance with the FAA checklist' to serve as the drawing set cover sheet.
This title sheet will include pertinent information such as the Airport name,owner/operator, location,and plan
set preparer.An index of drawings, graphic representations of the Airport location (including the identification
of the county the Airport is located in)and Airport vicinity will also be presented on the title sheet.
11.2 Existing Airport Layout
Utilizing new digital mapping for the Airport, a new drawing will be created to identify facilities and
geographical features at the Airport as they currently exist. This drawing will include existing structures,
pavements, imaginary surfaces, NAVAIDs (visual and instrument), ground contours, runway protection zones,
runway safety areas, property interests,and other pertinent dimensional data recommended by the FAA.
Based on the new digital mapping obtained for the Airport, this drawing will reflect projects and other Airport
improvements that have materialized since the current ALP was developed (2003). This drawing will also
depict the configuration and general dimensioning of the existing Airport facilities, including surveyed
building heights of all buildings on Airport property.The Airport Reference Point(ARP), key elevations, runway
end latitude/longitude coordinates,and runway approach surfaces will also be identified.The drawing will also
include a legend and applicable notes section, wind roses and wind coverage tables to be developed under
Task 3.2, as well as a runway data and building data tables. The runway data table will include information
such as Approach and Departure Reference Code (APRC and DPRC), Runway Reference Code (RRC), runway
length, runway width, runway end elevation, runway lighting, runway marking, pavement type, pavement
strength and NAVAIDs (visual and instrument).The "true" and magnetic north will also be depicted, which will
require the calculation of the magnetic declination at the Airport. Any deviations to FAA design standards will
be identified and noted appropriately.
The FAA checklist will be reviewed (and completed) to confirm that the existing Airport layout contains the
information required for submittal to the FAA. The scale of the drawing will be defined at the time the ALP set
is commenced and will be determined so as to provide a clearly legible drawing with all requisite data readily
discernible. The scale of the drawing, however, will fall within the range of 1" = 200' and 1" = 600', in
accordance with the FAA checklist.
FAA ARP Standard Operating Procedures(SOP),Standard Procedure for FM Review and Approval of Airport Layout Plan.October 1,2013.
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11.3 Airport Layout Plan
Utilizing new digital mapping and other available resources, the Planning Team will create an ALP to reflect
the recommended development plan to accommodate the future facility needs as identified in the updated
Master Plan. Specifically, the ALP will illustrate existing and proposed airfield pavements, roadway & parking
pavement/structures, trails/gravel roads, runway markings, on-Airport structures, appropriate levels of
vegetation, key drainage features, NAVAIDs (visual and instrument), off-Airport structures that are located in
the immediate vicinity of the Airport, and other miscellaneous natural and man-made items. Established
survey monuments located on or in the immediate vicinity of the Airport will also be identified.
Ground contours, runway protection zones, runway safety and object free areas,future property interests,and
other pertinent dimensional data recommended by the FAA will also be depicted on the plan. The ARP
(existing and proposed), the Approach and Departure Reference Code (APRC and DPRC), and Runway
Reference Codes (RRCs) for each runway, key elevations, runway end latitude/longitude coordinates, and
runway approach surfaces will also be identified. Any proposed improvements and/or changes to these items
will be depicted graphically and identified.
The ALP will be developed in accordance with the FAA checklist.Thus, each of the components of the ALP will
contain the information necessary to obtain approval from the FAA. Like the Existing Airport Layout, any
deviations to FAA design standards will be identified and noted on the ALP.
The scale of the drawing will be defined at the time the ALP set is commenced and will be determined so as to
provide a clearly legible drawing with all requisite data readily discernible. The scale of the drawing, however,
will fall within the range of 1" = 200'and 1" = 600', in accordance with the FAA checklist.
11.4 Airport Airspace Drawing
Firm Responsible for Completing this Subtask: Jacobs
This drawing will depict all relevant Federal Aviation Regulations (FAR) Part 77 Imaginary Surfaces as they
relate to the Airport's immediate airspace in a plan and profile view. The plan view will be prepared at an
approximate scale of 1" = 2,000' and will be overlaid onto a USGS 7-minute quadrangle basemap (or
orthophotography) of the surrounding area. The profile view will be prepared at a horizontal scale of 1" =
1,000' and a vertical scale of 1" = 100'.
The plan will illustrate the ultimate runway configuration of the airfield with key elevations of the surfaces and
stationing from the runway ends being referenced. Fifty (50) foot contour intervals will be shown for all FAR
Part 77 sloping imaginary surfaces. This sheet will depict objects violating FAR Part 77 surfaces that have not
been identified on the ALP or inner approach drawings. The top elevation of each obstruction will be
identified on the drawing as will the disposition of the obstruction in a tabular format.The dimensions of the
approach surfaces and transitional surfaces will be charted.Obstruction heights will be obtained from the new
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digital mapping and other available resources. In addition, all known obstructions to navigable airspace off-
Airport will be identified through the use of the latest USGS mapping, the NOAA Obstruction Chart, and the
aeronautical sectional chart as applicable. No field obstruction surveys, however, will be completed as part of
this effort.
The FAA checklist will be reviewed (and completed) to confirm that the Airport airspace drawing contains the
information required by the FAA.
11.5 Inner Portion of the Approach Surface Drawings
Firm Responsible for Completing this Subtask: Jacobs
These drawings will depict plan and profile views of the inner portion of the approach to each ultimate runway
end at the Airport. These drawings will utilize a 1" = 200' horizontal scale for the plan and profile views and a
1" = 20' vertical scale for the profile views.The plan/profile extents will cover from the referenced runway out
to a point where the approach surface reaches a 100-foot height above the runway end.The new digital base
mapping will be used to identify obstructions to navigable airspace,as well as those documented on the latest
USGS 7-minute quadrangle mapping and the NOAA Obstruction Chart.
In accordance with the FAA checklist, these drawings will depict the obstacle identification surfaces contained
in 14 CFR Part 77, Objects Affecting Navigable Airspace, threshold siting surfaces and any other applicable
surfaces associated with the United States Standards for Instrument Procedures (TERPS), Changes 1 through
26.
Obstructions will be listed numerically in a tabular format for each approach with data describing the
obstruction type, the surfaces penetrated, top elevation, allowable elevation, amount of penetration, and
proposed dispositions. Elevations of roads, railroads, power poles, trees, buildings, and other objects that are
located within the approaches will also be shown.
The drawings will also depict the threshold siting surfaces associated with each runway end. These surfaces
will be defined based on the type of instrument approaches anticipated and the critical aircraft for each
runway end in accordance with the standards defined in Table 3-2, Approach/Departure Standards Table, of
FAA AC 5300-13A, Change 1,Airport Design.
Additionally, any local zoning ordinances or protection zones will also be reflected in the inner portion of the
approach surface drawings,where applicable.
11.6 Terminal Area Drawing(s)
Similar to the ALP, the terminal area drawing(s) will depict existing and proposed development at a larger
scale (within a range of 1" = 50' and 1" = 100')of the terminal area and other adjacent facilities.
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At this scale, the terminal area drawing(s) will provide further detail in terms of dimensional criteria,
annotations, aircraft parking positions, existing and proposed facilities. A building data table that list details
specific to each facility will also be included.
11.7 Land Use Drawing
This drawing will depict the existing and recommended use of all Airport property and all land in the
immediate vicinity of the Airport (to the 65 DNL contour as specified in FAA RGL- 5070.1). The land uses will
be depicted by general use categories such as aviation, commercial, residential, industrial, recreational, public
use, etc.The specific designations to land uses within the Airport property limits will be discussed with Airport
representatives and revised as directed to reflect the categories that are desired. The off-Airport land uses in
the immediate vicinity of the Airport (to the 65 DNL contour) will be defined based on the Monroe County
zoning and land use maps.
The noise contours (65, 70, and 75 DNL) to be developed as part of the EA will be depicted on the land use
drawing. The FAA checklist will be reviewed (and completed) to confirm that the land use drawing contains
the information required by the FAA.
11.8 Airport Property Map
This drawing will be prepared at a scale equal to that of the ALP and will depict the existing Airport property
boundary as well as proposed acquisition areas. Property boundary bearings and distances will be denoted on
the drawing where appropriate and if available.
The Planning Team will research the acquisition history of property for MTH to validate data from previous
documents.Anticipated tasks include researching the Airport records, documents held at the City of Marathon
and/or the Monroe County, FDOT records, and FAA records in Orlando. Specific attention to grant data will
be researched.The Property Map and will also cross reference the individual parcels depicted on the Property
Map drawing to tabular data summarizing the size of the parcel (in acres), the ORB Record Reference and the
date of record (if available), and the sources of funds (FAA, local, other), if available, used to acquire the
property. It is anticipated that a property line survey and the preparation of the Airport boundary legal
description will be required for this subtask.
The drawing will indicate in matrix form how, when, and from whom the various parcels were acquired. In
accordance with the FAA checklist,the data table will include(if available):
• Number or letter and area of each parcel or easement
• Date property was acquired or property status
• Federal Aid project number under which the property acquisition was reimbursed
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• Type of Acquisition (i.e. AIP-noise, AIP entitlement, surplus property, local purchase, local donation,
condemnation, other)
• Grantor of property
• Acreage
11.9 Preliminary Draft Airport Plans Set Submittal
Five draft copies of the drawings developed will be assembled and distributed to the MTH staff for review and
comments. Revisions will be made as appropriate based on comments received.The drawings to be included
in the preliminary ALP set are as follows:
• Title Sheet
• Existing Airport Layout
• Airport Layout Plan
• Airport Airspace Drawing
• Inner Portion of the Approach Surface Drawing— Runway 7
• Inner Portion of the Approach Surface Drawing— Runway 25
• Terminal Area Drawing(s)
• Land Use Drawing
• Airport Property Map
11.10 Final Draft Airport Plans Set Submittal
Once comments have been received and addressed (as appropriate), 13 copies of the final draft Airport Plans
set will be submitted to Monroe County for distribution to the FAA (nine copies), FDOT Aviation and
Spaceports Office (two copies), and Airport staff (two copies). An electronic version of the drawings set will
also be provided. Drawings will be provided in both AutoCAD and Adobe Acrobat (PDF) formats. As part of
this submittal, R&A will also prepare a transmittal letter to the FAA that will list the key changes that have
been made to the Airport Layout Plan. The FAA checklist will also be completed and included in this
transmittal.
11.11 Final Airport Plans Set
Once comments have been received and addressed (as appropriate) fifteen copies of the final Airport Plans
set and associated FAA checklist will be submitted to Monroe County for distribution to the FDOT Aviation
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and Spaceports Office and to the FAA. It is assumed that Monroe County will be responsible for forwarding
the Airport Plans set to the FAA local ADO for their review, coordination, approval, and signature. An
electronic version of the drawings set will also be provided. The final drawings will be provided in both
AutoCAD and Adobe Acrobat(PDF formats).
11.12 Narrative Report
This task will include the preparation of an ALP Narrative Report that will document, in narrative form, the
proposed development plan reflected on the sheets of the ALP set for formal review and comment by the
Airport staff. This narrative will include discussions of any modifications to FAA standards, including the
justification of any new modification requests. In addition, a half-size version of the ALP set (11"x17") will be
printed and included in the report.
The Airport/County staff and Technical Review Committee review and comment process for the ALP Narrative
Report will incorporate two revision rounds; (1) preliminary draft for the Airport review and comment, and (2)
final draft for the Airport review and comment. The second round of comments/revisions will be incorporated
into the final draft ALP Narrative Report.
11.13 Obstacle Action Plan
As part of this task, the Planning Team will prepare an Obstacle Action Plan (OAP) that outlines how and when
Airport Sponsors will mitigate penetrations to airspace surfaces.On August 18, 2015, FAA Headquarters issued
a memorandum that emphasizes the importance of establishing and maintaining clear approach and
departure surfaces at Airports.This memorandum also states that the Airport Sponsor will integrate the OAP
analysis and findings into their Master Plan, Airport Layout Plan and CIP. The final action plan must include at
a minimum the following items for unmitigated penetrations: obstacle reference number, type, latitude,
longitude, elevation (AMSL), height, surface penetrated, penetration amount, runway, if the obstacle is on or
off the Airport, if the obstacle is under sponsor control, proposed maintenance action and when each of the
obstacles will be cleared and triggering event if associated with a particular event.
11.14 Coordination Meetings
R&A anticipates participating in up to four (4) web conference sessions using GoToMeeting or similar
software. These web conference sessions will provide an opportunity to review the base map layering, review
the draft ALP set with Airport staff and discuss required modifications to the drawings.
In addition to the web conference sessions, two meetings at the Airport are anticipated with MTH staff and
management. These meetings will provide an opportunity to review the draft ALP sets prior to distributing
copies to the FAA and FDOT Aviation and Spaceports Office for review and comment.
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Similarly,two meetings at the FAA Orlando ADO in Orlando are anticipated. These meetings will provide an
opportunity to present the draft ALP sets to the ADO staff and to go over the proposed projects to be reflect
on the future ALP. These meetings will be attended by R&A staff,currently located in Orlando.
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12. Documentation
Firm Responsible for Completing this Subtask: Ricondo&Associates, Inc (unless otherwise noted)
The final MPU deliverables will represent the formal documentations that will become a matter of public record
approvals.These documents will include an Executive Summary, a Draft MPU Report,and a Final MPU Report.
Deliverables
O 50 copies of the Executive Summary and an electronic file version in Adobe Acrobat(PDF) format
• 10 copies of the Draft MPU Report and an electronic file version in Adobe Acrobat(PDF) format
• 25 copies of the Final MPU Report and ten (10)PDF versions to be provided on CD's.
Estimated Task Duration
120 Days(including a 90-day review period by the FAA)
12.1 Prepare Executive Summary
The Planning Team will prepare and submit a draft Executive Summary that summarizes the results of the
aviation forecasts, the facility requirements, the recommended plan and Capital Improvement Program. The
Executive Summary shall include approximately 15 to 25 pages with color exhibits. A total of 50 copies and an
electronic file version in Adobe Acrobat(PDF) format of the Executive Summary will be provided.
12.2 Prepare Draft Master Plan Update Report
To insure proper coordination of the planning effort and assure agreement between the Planning Team, City
of Marathon, Monroe County, and FAA, a Draft Airport Master Plan Report will be submitted for formal review.
The draft report will contain all working papers (revised based on comments provided on original drafts), ALP
drawings and the financial evaluation. The draft documents and plans will also be submitted to the FAA and
FDOT for review.A total of ten (10) copies and an electronic file version in Adobe Acrobat (PDF) format of the
draft report will be provided.
12.3 Prepare Final Master Plan Update Report
The final Airport MPU report consolidating all previous analyses will be prepared after all agency and
participants have made their comments on the draft final report and Airport Management has directed the
Planning Team to incorporate these comments into a final report. Twenty-five (25) coil bound final reports of
the Florida Keys Marathon International Airport MPU will be prepared for distribution. Of these copies,two(2)
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will be forwarded directly to the FAA Orlando Airports District Office and one (1) will be forwarded directly to
the FDOT Aviation and Spaceports office. The remaining twenty-two (22) will be sent to the Monroe
County/Airport. Digital files of all final chapters and associated graphics will be provided to the Monroe
County and Airport Management in a readable CD format.A total of ten (10) PDF versions will be provided on
CD's.
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13. Outreach and Participation Program.
The update of the Master Plan has implications for a variety of parties within the community. These parties
range from the tenants who operate from the Airport including corporate users, general aviation pilots, and
fixed base operators, to businesses and governmental agencies who rely upon the Airport to provide
connection to regional, national and international destinations and markets. Additionally, the MPU has
implications for those persons who reside adjacent to or in proximity to the facility. To this end Airport
management has established the need conduct three public meetings.
Deliverables
E Power Point Presentations for the public workshop
o Presentation Boards
• Technical Review Committee Binders
o Briefing Materials,Graphics and Presentations for the Elected Officials Briefings
13.1 Conduct Public Meeting
Firm Responsible for Completing this Subtask: AID, Inc., Ricondo&Associates, Inc.,Jacobs, and McFarland Johnson
One public workshop, in an open house format, will be conducted to brief residents and interested
stakeholders about the project and to receive public comments. It is intended for this workshop to occur at
some time during the alternatives analysis to allow input before the recommended development options are
made. At a minimum, R&A's Officer in Charge and/or Project Manager will attend the meeting and
participate in the role desired and requested by Airport staff. In addition, the meetings will be moderated by
McFarland Johnson. The meetings will be scheduled to coincide with Technical Review Committee meetings
(same day or consecutive day),whenever possible.
The Planning Team will prepare briefing materials for the public workshop and will have appropriate
personnel in attendance to respond to questions and comments from the public. The Planning Team will
prepare the meeting notice for mailing to the public and the meeting advertisement for publication. The
Planning Team will prepare and collect comment forms, and will review and summarize the comments. The
Planning Team will also arrange for meeting refreshments and any necessary audio-visual equipment.
For budgeting purposes, however, it has been assumed that the Monroe County and/or Airport staff will
secure the meeting location, mail meeting notices, and arrange for and pay for any public advertisements for
the meeting.
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13.2 Elected Officials Briefing Support
Firm Responsible for Completing this Subtask: AID, Inc., Ricondo&Associates, Inc.,and Jacobs.
Over the course of the MPU, it will be necessary to provide briefings for elected officials at the local level. It
has been anticipated that representatives of the Planning Team will likely need to be in attendance to provide
technical support during the briefings. Additionally the Planning Team will prepare briefing materials,
graphics and presentations to support the Airport in these activities. For scoping purposes it has been
assumed that a total of three(3) briefings of various elected officials will occur over the course of the planning
process for which consultant participation and support would be needed.
13.3 Technical Review Committee Meetings and Stakeholder Briefings
Firm Responsible for Completing this Subtask: AID, Inc, Ricondo&Associates,Inc.,and Jacobs.
It is anticipated that up to three (3) presentations on the work status of the MPU study will be presented to
the Technical Review Committee. These presentations will occur on the same days as the public meetings.
These presentations are intended to present project status updates as well as to receive feedback and
guidance from the Committee when necessary. R&A's Office-in-Charge and Project Manager will attend each
of these meetings and participate in the role desired and requested by the Airport Manager.
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Appendix A
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Table A
MTH Master Plan Update-Project Cost Summary
Total Budget Amount
Tasks JCB R&A AID(DBE) DML(DBE) MFJ Total
1 0 Project Initiation&Administration $ 13,880 $ 9,328 $ 7,832 $ - $ - $ 31,040.00
2.0 Aerial Surveying and Mapping $ 156,721 $ - $ - $ - $ - $ 156,721.00
3 0 Inventory of Existing Conditions $ 780 $ 3,912 $ 35,840 $ - $ - $ 40,532.00
4 0 Aviation Activity Forecasts $ 780 $ 41,079 $ - $ - $ $ 41,859.00
5.0 Capacity Analysis and Facility Requirements $ 1,560 $ 21,220 $ 18,008 $ - $ $ 40,788.00
6.0 Alternatives Analysis and Recommended Development Plan $ 1,560 $ 34,130 $ 23,940 $ - $ - $ 59,630.00
7 0 Environmental Overview $ 780 $ 32,832 $ - $ 4,800 $ $ 38,412.00
8.0 Sustainability Initiatives $ 1,560 $ 27,768 $ - $ - $ $ 29,328.00
9 0 Capital Improvement Program&Implementation Plan $ 11,420 $ 3,712 $ 8,568 $ - $ - $ 23,700.00
10.0 Financial Feasibility and Funding Analysis $ 1,560 $ 39,208 $ - $ - $ $ 40,768.00
11.0 Update of the Airport Layout Plan Set $ 65,790 $ 42,292 $ - $ - $ - $ 108,082.00
12 0 Documentation $ 3,120 $ 26,215 $ - $ - $ - $ 29,335.00
13.0 Outreach and Participation Program $ 18,840 $ 22,550 $ 26,100 $ - $ 1,520 $ 69,010.00
Subtotal(ALP Update) $278,351.00 $304,246.00 $120,288.00 $ 4,800.00 $ 1,520.00 $ 709,205.00
Disadvantaged Business Enterprise
Amount 8120,288.00 $ 4,800.00 $ 1,520.00 $ 125,088.00
Share 0.0%# 0.0%# 17.0%# 0.7% 0.2% 17.6%
Sources.Jacobs,Ricondo&Associates, Inc.,American Infrastructure Development, Inc.,Deborah Murphy Lagos&Associates,LLC.,MacFarland Johnson
Table 2
Labor/Fee Estimate Summery-Jacobs(Prime Consultant(
Billing Rate: 5 220 $ 195 5 140 $ 90 $ 90 f 85 S 58
Labor Estimate(Nonni) Fee Estimate(51
Sub•
Sr.Project consultants
Task Descripton Project Director Manager Senior Engineer Engineer Designer Sr CADS Tech Clerical Total _ Labor Expenses Expenses Total
Task No&Description ResPOn6,0Jny
1.0 Prd Innlation 8 AdrNruepe0016,,,,„.;;; .,r,L,,.. .-640bia'eGi�. Total 0 0 62 0 10 0 ! 0 0 '! -0 0 0
Pr.. 0 0 04 ! 12.300 $ 1.001111.1111M16,':• .! 19,1160
+nvew Committee
RBACBA C 1 S f S
embers Monthly Slatun Pn;n- JCB 18 5 3510 S - S f 1.510
Coordination Confer. -noon,over 18 monlns) JCBrRBAJAID 18 S 3,510 5 - 5 S 0.510
FAA/FOOT CWmmal -.noi:79s in Onandol-One Reg for JCS.AID R6A JCB.'R6AiA10 Z2 5 5.360 5 1,500 5 3 BA80
JCB 16 1. 5 140 - 15 5 45.740
JCB 4 A 12 S 1 700 S S 49,916 $ St 646
3 're Survey Preparaton bonnet JCB 4 e 12 5 1 700 S - 5 19.200 f 20,900
Pbotoorapi,ic mapping-remote sans'n4 ICR 26 10 60 5 7 070 S 5 11 S43 $ 18,613
a e n S 8.960 S 10 862 $ 19.822
., 5 I.
3.0 lnrord0ry or Eafstm0 Conditions Total 0 ..."`.1. ."--' 0 0 0 0 0 0 0 4 f"'"'''',00""'f" '' S
i' •.00r.e Prelnrnnary Draft RBAJCB a 1
4.0 ... . ....., 7H;i 0 0 0 0 0 0 4 5 7f0 f • $ $ 700
On or,...Prelennary Draft _^F 5
5.0 Capacny Maker,* FediRYRequkwrorea - Total o 8 0 0 0 0 0 0 0 5
An $ 1,560 $ - $ $ 1,500
Table 2
Labor/Pee Estimate Summary-Jacobs(Prime Consultant)
SOON Rate, $ 220 t 155 t 140 t 80 t 90 $ e5 t 68
Labor Estimate lOocn) Fee Estimate(t)
Sub-
Sr.Project c sullants
Task Deecrlplion Protect Director Manager Senior Engineer Engineer Designer Sr.CADS Tech Clencal Total Labor Expanse Expenom Total
56 Revew Prelimr1ary Ora" RbA'JC6 S .yy. S 1 S 1.560
iiiralciglignissis and Racanrron0ad Deve0pmen1 Plan Total 0 1 0 a 0 0 0 0 0 6 $ 1080 t - 1 - t 1,6q•
r,n Revew PreYmnary Draft
I 1 5600
TTO j_ _..
,. �.,::.:. - ,:: e..ffi<...- ,-�, Tolaj .. � a .- ;..:. - �. .. 0 a `. d d---- 4 Teo S Te0
T 1 Review Prellmnary Draft RSNJCB S r8
a a L S 1 t r110
e.00su::lnab I • e 0 rU Jam- I ..
65 Rove",Prexmmary Draft RSA/JCB 8 $ 1.560 t S 1 1 560
1 .,..t..•.. r - i• r.4_. .. .;: 20 -2e 16 24 0
91 Establish Prelu'nary CPP oe,-,Prgr'I'ro and Seguencag JCB 16 S 2 460 1 1 2160
9 2 Develop Estimates of Rough Order of Magnrtune Cost(ROM, JCB 6 S 8.620 1 S 6,620
9l Furn le rg Source Slraglesllmp,emenlal,on Schedule *10/JCB 4 S MO $ ' 1 780
9 5 Review.Pretm'nary Drat RBN.GB 8 $ I.580 $ S S 1,560
10.00 Fl 11C1 I F.:a..:l and Fu.n.Anal 4e: .. )... . .. '$''e- Mkt: :♦ a'LS .:.:
F..:... RSA 0 S 1 5
10 2 Prepare Preliminary Drat F tercel=Ian Report R8n 0 3 S S S
101 Review Preamnary Draft LB 6 a S 1 560 S S S 1,560
1repae,-,�uranFinar•rr r:, , 0 s - 1 5 1
1t00 U.ate o .rlLa• Plse set '''''.e • .• .. i
11 a Alrpon Airspace Drawing 8 16 me 48 t 5.560 I 3 $ 5,560
11 5 Inner Porten of the Approach Surface Drawings 8 r '8 48 S 5 560 1 6 S 5.560
Table 2
Labor/Fee Estimate Summary-Jacobs(Prima Consultant)
Belles Rate. t 220 1 196 3 140 $ so $ It $ 35 t St
Labor Estimate IMoun) Fee Estimate(5)
Sub-
Sr.Project
consultants
Task Description Project Director Manager Senior Engineer Engineer Designer Sr.COOT Tech Clarice! Tote! Labor Expenses Expenses Total
Review Record Document TBD 4 $ 670 S 5 3 670
OOtam Record Document for Addlona!Acdurred Pm0env TBD 2 4 5 670 S 5 S 670
Fed Suroey(as needed, TBD 4 $ 670 $ 5 S 670
Identity easements hee by others w0hln Me a upon wmis•ucbty easements.road ngm-
ol-way-easementsl TBD $ 670 $ $ 35500 $ 40.1]0
Develop Boundary Lune In GADD 1cNdrlg metes and bounds TBD $ 670 S S • $ 670
Develop Leda Oescnorcn TBD 4 S 670 $ S 3 670
Identify Parcels that were once Arrypn PmpeM TBD
4 $ 670 1 $ 1 670
11 10 Review Daft ALP JOB - M 0 2.660 S t • t 2.660
Steve.,Preliminary Daft .CB a 6 3 -.560 S 3 3 1.560
I4 coon nalwn Mee.nos RSA.200 6 eu $ 3.240 S J 000 1 1 6.240
... ._T''.' ! 3.-. - ., -.._..• 3,120
12' ProodreE.ee. a Su11n1•9 RSA 3 - S
2 Ra.ww Eaewovh Summary JCR a 5 7110 5 - 5
123 Prepare Draft Ampon Master Plen Update Report RSA
12 3 Review DWI Airport Master Plan Update Report JCB e
12 3 Respond to Sponsor&Agency Comments RSA 5 1-
$ f
$
12 3 Prepare Final Ampon Master Plan Update Report RSA `
S $ f
12 3 le„„„w:nra.wn,,.n M1,r,P,Prerl,,onele Repel JCB e $ 1.560 5 4 1 1.560
13.•0•J_s.cs. •O.t...._..:,...a. - - ,;;.. i , .. _
1 Cpuct Pubac Meeting 0 - 3 - S
M
Rev ow hissing Matenals RSA JCB MFJ a 4 S 760 $ 1.500 1 3 2.2e0
Attend Pu66c MeetinganNorksboos RSA JCB,AID MFJ to S 3.120 S 1.B0D S 3 4,920
11.2 E4eled Ot6eY Briefing Support(31
0 3 - $ - $ -Support
Revlon Sniffing Matenals JCB.RSA a 4 t 7e0 S - 1 3 T80
Revlon
Adana Booting Meer,ogs A.0.JCB RSA 0 17 S 23e0 5 2.100 5 3 5,040
133 Technical Revew Comm0ee Meetings and Stakeholder Bnefings 0 S - S - t - $
•
Review Bnefng Matenals JCB.RSA .r 4 S 760 E 1 I 7e0
Attend Technical Review Committee Meetngs AID,JCB,R811 -
t 2.3<C 2 600 S $ 5,040
anndTaal 0 0 110 0 44 5 14 0 24 0 0 0 0 0 626 3 01,380 11 13,200 S 174,551 5 278,351
Table 3
LeborlFee Estimate Summary-Ricondo&Associates,Inc.
B011e9 Rate: $ 323 5 275 S 203 3 154 $ 139 $ 95 $ 05
Labor Estimate(Hours) Fee Estimate(5)
Sub-
Managing Senior Technical consultants
Task Description Officer Senior Director Director Consultant Consultant Consultant Specialist Total Labor Expenses Espaneee Total
Task No S Description Resconsb'l,
7.0 Pmiect lnidation d Admittta6 tin Total 0 0 10 0 0 0 0 0 2 0- 27 0 0 0 0 56.. 3- AIR; `5 000....S • - $ ..9,320
a S 550 S 5 S 550
r.�n C R- 1 vn - 1,07-I„. (257. 2 9 $ 10:58 S 500 S S 1,53E
Develop Protect Schedule R&A/AID , S 111. S S S 190
Coordinator Conference Calls(once a month aver 18 months) JCBIR&A/AID 9 5 18 S 3 A3C 5 5 S 3,330
FAAIFDOT Coonlmalon Meelmg5(4 moetrtgs M Orlando]-One Rep for JCS,AID.RSA JCBIRSNAID 8 16 2• 5 3 726 5 5 { 3,720
2.0 Aerial Surveying and SRePOrn9 Total
0 0 0 0— 5 • $ ...
3.0 inventory of E,alpinfl Conditions Total a 4 0 0 a 0 0 a p. --,12 $ ,?.212 5 1,700 3 3,912
HislOnc and Current Air Traffic Activity R6A - 4 S 556 S 51:. 5 S 1 056
Financed Data .Sri 4 S 555 5 S 5 556
// Review Preliminary Draft RSNJCB n a $ 1,100 5 5 2.300
4.0 AeuUon AGUAS,Po - Total 0 40 0 66 20 124 6 0 ..,.;, I ,,,:I ,
A Cold d Analyze Sooiofconomi Data RSA 4 A 12 1.53e S 5 - $ 1.536
4 2 Develop Aviation Acridly Forecasts RSA 0 - S S S
Rewew General Auatbn Industry Trends RSA 8 16 24 3.072 S 5 5 3,072
Identification of Factors or Oppotuntles Affecting Activity Levels RSA 4 4 4 12 2.256 S S 5 1.256
Commercial Air Service Analysis RSA 6 12 24 44 6.806 S S S 6,60R
Prepare Aviation Acrwny Forecasts RSA 4 16 16 36 5.724 S 5 S 5,126
Develop M4eary Avcrefl Activity Forecasts RSA 2 4 6 930 S 5 S 930
Prepare Commerical AS rvic See Forecasts RSA 16 12 32 60 9,768 $ S 5 9,768
43 Prepare Prelminary Draft Report RSA 4 6 16 24 . 7156 1 1 Ali 5 _.
43 Prepare Final Dee Report RSA 2 2 4 4 2 l874 5 ISO $ S 2.024
6.0 Capacity Analysis and FOLilty RaWpantenle 11111111.11.111111V Total 4 1e 0 32 - '0 ._....`.'..72 0 0 '0— --120 ..411lliMMilii5MilM15101111.11111111W $ 21,220
0 3 - 5
n,f�cln nRSlf14urvcr.y Ii02w'ricl l 1 12 f 1,BB0 $ - 1.680
Jemand.Gapecan Assessment RS7. 2
Design Alrcren and Runway Length HeOutremerits R8A 2 16 18 S 2.070 S 2.070
ArrfieO Requirements RSA 2 4 6 $ 930 5 930
5 2 Passenger Terminal 0a514100 escllOe wdta•g91 0 5
6Terminal
Demand/CapacityAssessment RSA 2 16 20 34 S 5,554 3 5.554
rooSty Requirements RUA 2 16 20 38 S 5.554 $ 555d
Table 3
LaDorlFee Estimate Summary•RiconAo&Associates,Inc.
Blllrt9 Rata: $ 329 $ 275 $ 203 $ 194 $ 139 $ 95 $ 95
Labor Estimate(Routs) Fee Estimate(I)
Sub-
Managing Senior Technical consultants
Task Description _ Officer Senior Director Director Consultant Consultant Consultant Specialist Total Labor Expens Expenses Total
5 6 Rev+ew Pre6minary Trail RBAIJCB . S -. 1 S 1 3 512
4.0 A40r11e64$A41Iy$l11etl4 R9Commended D9va100al1dd Pion ,. F,,,,D "15!+ t t"a F.3'?i ',`O6-6 Eea'';.: ...fir 32 52 96 0 0 0 218 $ 32.862 $ 1609 $ • $ '36130
h 1 Oevelop Airfield Allematrves Imrludmg sect,on wme-up) R8A 0 5 0 S $
Airfield Devebpmenl Aaemetves R6A 2 4 16 22 5 2 fi2( 5 $ 2 826
Revew Exislmg Incompatible Land Uses within the Runway 25 RP2 RSA 2 16 32 40 90 S "3104 0c S 13.304
6.2 Develop TenninaWehicka Pa rkmg Alternatives(including section mac-up, RSA 4 1.6 9 24 52 S rya 0 S 7 596
67 Refine Recommended Airport Devaropmenl RBA a 't: 29 $ i 742 S S 3,732
'i B Tenon Prnanvnary Draft R&A/JCI3 e r 24 $ 5 30.1 S $ $ 5 SO4
7.0 ErmmmNniol Oesneew.',4d211.6151en112326,. , __." -------•162.6—'aeB 32 � 40 120 ", a ^' 6 „. 214 '.:31.372 $ 1,500 Y $ 32632
E vamat on of Prpppaad Development RSA r 10 32 1 744 S $ - 3 744
a uellon DMLIRBA $
100 Alnrafl'feel Mra DMLIRSA 5 ':;0ii - 501.
Establ¢n An Tre16c Op0141w0a Prof a OML/R8A 18 $ 2 612 5 $ 2.612
EsMblek Baseline lEaisbrgl Noise Contours DMUR6A 20 S 3 000 $ $ 3,000
F stabrrsh uo t Term Norse Contours OMLIRSA 2 22 S 3406 $ $ 3406
Develop Manse.Report on Noise Ana'yss OM.URBA 2 22 $ 3,406 $ $ 3.406
m Pralirllrro u Dral E t1,,,,.Pirnla Ovarwew Rvpon .,ML/R60, 2 2 6 24 16 52 5 7 4/0 $ $
13 Review Preeminary Draft RSA/JCB 4 • $ 012 $ 1.500 $ - 2,312
73 Prepare Final Draft Envimnrnenler Ovennew Report R8A 'n 8 8 „ $ 5,362 $ - $ - 5,382
.___.
81 Establish Baseline Conddions R6A 2 8 10 1,148 $ $ - $ 1.148
82 FadMate Buara,nabiloy Workshop RSA 2 a 4 4 16 3.436 $ 1640 5 - $ 5.076
83 Formable Susle,nabrtny Framework R8A 2 2 12 16 2,164 $ - S $ 2,184
8 4 Prepare Simplified Recyekrg.Reuse,and Waste Reduclron Plan R8A 16 8 8 32 4.976 $ - $ $ 4,976
85 Prepare Preliminary Draft SusralnabFty Chapter ROA 2 4 24 8 8 46 7.996 5 953 5 1 8.949
85 Review Prelimnary Draft RBAIJCB 0 - 0 5 $
85 Prepare Final Draft Suslematality Chapter RBA . r, 8 34 $.302 $ 53 $ $ SASS
9.00 C9PIte1 Impove neat PrOgrem andn Impl rnent tbn Plan Total -�-0� 4 0 0 9 0 0 0 0 12 $ `261115423 "$ :1 600
5
Revew Preliminary Oral RBA1JCB 12 5 2.212 S xt. 5 3 J.)12
10.00 Flnancisinded6M101013221gAntititit Total 24 4 8 72 94 0 0 0 0 204 $ 37,908 4 1.300 $ - $ 34,209
t0 I Prepare Finenciel Pian R8A 32 5,, S '7 928 1 S $ 17 928
10 2 Prepare Preliminary Draft Financial Plan Repo,' RBA 24 s. S 4 4.,2 5 S $ 14452
102 Prepare Finn Draft Fnra,c a Pian Runo'I R6A (1 2- S 'D526 S II'-0 S 5 5.628
11.00 U0da1e0t 01e A91t0n UYot4 Pion Set Total 0 0 19 —_.0.._.0. n 0 0 79 0 '100. 0 0 000000 260 ....2.: 32a100..t: 5.W210.12$c 05 • $ 42,292
111 Tirle Sheet '150 I 2 5 329 $ S $ 329
11 2 Existing Anpod Layout 4 12 `6 S 1.696 $ 5 1 1.696
113 Arport Layout Plan t 16 21 5 2.351 $ S S 2,351
11 6 Terrnmel Area Dravnny R8A 8 12 20 5 2.252 $ 5 S 2.252
11 7 Land Use Drawing R8A h 16 24 $ 2,632 $ $ S 2.632
Table 3
Labor/Fee Estimate Summary-Rlcondo Si Associates,Inc.
Billing Rale: $ 326 $ 275 $ 283 $ 194 $ 139 $ 9$ $ 95
Labor Estimate(hours( Fee Estimate($)
Sub.
Managing Senior Technical consultants
Task Description Officer Senior Director Director Coneullanl Consultant Consultant spsciallsl Total Labor Expenses Expenses Total
0 S S $ S
o Arend Collect Ee perly Map 6 1 656 S S f 65B
Ilect Ershng Intormalwn Relevant to,he Protect Deeds easements etc I RSA 2 4
Number Propely Parcels RHA 4 $ 380 $ $ 380
Develop Parcel Data Table R&A 4 5 380 S S 380
IOenely Federal Proved Number,Method&Type of Acpulslton R0A 4 4 S 380 $ $ 3110
Identify Potential Land Ac0osdion R&A 2 2 4 I $ 1 208 $ - S 1,208
Develop Airy0n Properly Map Sheer R&A 8 16 24 $ 2 632 S S 2.632
11 9 Preliminary Draft Airport Plans Set Submael R6A 2 in 4 8 la S 1.866 S 1 800 $ 3666
Respond to Sponsor Comments R8A 2 2 4 $ 828 5 f 828
11 11 Final Drafl Submittal Plans Tel Submal R8A 2 2 4 5 818 S 3600 S 4.428
Respond id Agency Comments RSA 2 2 S 278 1 S 278
1112 Final AirportPlans Set R&A 0 $ • S 3600 S 3,600
Checkl SOP 20830 R&A 6 8
els per $ 760 S S 760
Prebmnary Oral RSA a a $ 380 5 $ 300
Draft Final RSA 2 2 S 190 S Sr 190
Fin31 MLA 0 S - S S
11 12 Narrative Report 0 5 5 5 -
PrelrmnaryOran RSA 4 20 24 S 1,456 S 1 063 $ 3.519
Oral Final RSA 4 8 12 $ 1.316 S 63 $ 1,379
Final R8A ^ 6 11 $ 2212 $ $ 2,212
11 13 °bstace Action Plan RSA 12 24 38 $ 4 498 $ 5 4,498
1114 Coor8erat,en Meeorgs PP,..CB 0 S 6. S 5 1.056
/Fla"�i.StR�•.r"i _ sr :.-1 _ 2z 0 0 60 16 3219mmenpummorminC, f 21,900 $ 4,726 $ 8.770
12 1 Prepare Executive summary P84 P 74 P 6
4P $ 1056 S ....'f 5 7.556
12 3 Prepare Oral Alryon Master Plan Update Report R&A a 16 24 12 60 S %844 $ t S 8944
12 3 Respond to Sponsor 8 Agency Comments R&A 12 16 4 36 $ 4 666 S S 4,668
123 Prepare F meta boon Master Plan Update Report R8A 2 8 8 18 S 2422 S .1. 1 - 5.04'
5 ... 4'i �.I;.• —.y n.:, .,.. ,.. I • '4.S 17.110 $ 5 ' - 3 22,550
131 Conduct Pub.Meeting 0 S S 5 f
lieu...,RneOng Melerala RSA.JCB MFJ a 4 S 1100 f - S 1,109
Arend Public Meebngsrprt oshoos RSA.JCB.AID.MFJ a e 16 $ 3 312 S 1360 1 S 4,672
13 2 Elected Oe.els Bnefirg Support(1)4 2 same days Tech Mlgs 0 f $ - f -
Review Snefing Maleners JCS.RSA 4 4 $ 1,100 S 3 3 1,100
Attend Beefing Meetings AID JCB.R8A 6 6 16 $ 3.312 S 1.360 5 $ 4.672
13 3 Technical Renew Commdee Meetings and Stakeholder Bnefin9s(2)41 same day as Public Meeting 0 $ - $ - $
Review Roofing Malenals JCB.RSA t e 10 S 1,432 1 f 1 1682
Attend Techn,cal Review Comm,leo Meeunss AID,JOB,RSA '6 16 l2 $ 6 624 $ 2.120 S 3 9,344
Grand Total 36 0 123 0 34 0 305 0 330 0 319 0 104 0 1.764 $ 266176 $ 34,370 $ - $ 304,246
Table 4
LalborlFee Estimate Summary-AID,Inc.
9110ne Rele: $ • $ • $ 164 $ 121 $ 77 $ 67 $ 59
Labor Estimate(Nears) Fee Estimate(S)
Sub-
Sr.Project Designer
or consultants
Task Description Project Director Manager Senior Planner Engineer Planner Sr.CAOD Tech Clerical Total Labor Expenses Expenses Total
Task No$Omen'ion R..poes,tsTr
Total 9 0 0 0 48 0 0 0 0 0 0 0 0 0 0 48 $ 7482 $ HO $ • $ 7.632
1 1 Establish Technical Renew Committee R6A/JCBIAID $ TON $ S $ 308
Develop Protect Schedue R0A/AID 2 S 308 5 5 5 308
Coordination Conference Calls/once a month over 18 months) JCB/RSA/AID 2 $ 1 B48 5 5 $ 1,848
FAA/FOOT Coordination Meetings(4 meetings in Orlando)-One Rep for JCB.AID,R8A JCB/R8A/AID 32 $ 4,928 5 - $ $ 5,368
2.0 Aerial Surveyorg end Mapping T01a1 0 0 0 0 $ '... I • S - S -
3D Irnnlrlexy of EtebrN CorWdlona,- Total 0 0... _ 80 .52_ 100 ....,.. 64. ,-20 -. '-0 0 336 -"FV 2gV-4��.3t720 • 35,840
3 0 See V151/5 ITwo One-Day Ste Visits AID 1 If 32 $ 3696 S 2.720 It 416
3 1 Develop.D=stnbule,and Tebluate Tenant Sarver AID -1, • 40 S 3316 S 3.316
32 Inventory of Airport Phys.l Fetishes lticiueuM Sections erne-net AID $ - S -
Air6Md AID a 8 70 $ 2.120 $ • 2 120
All Traffic Contmi and Airspace AID a 4 16 6 1 500 $ - 1.500
Terminal Area AID a 4 12 5 1.192 $ 1 182
Airport Acess and Vahpe Parting AID 8 4 18 $ 1.852 $ 1,852
FBO/General Aviation Facilite s and Other Tenant FecMMs AID a 8 $ 864 $ 884
SWpon Facyfies AID 8 a 16 $ 1.652 $ 1952
Airport UrAly Systems AID a 4 16 $ 1.852 S 1852
Airport Security AID 4 8 S B64 S - 884
Weather Dale AID A a 16 $ 1.500 S 1.500
3 3 Ot-AepOrt Land Use and Land Use Controls(including section wine-up. AID s 4 16 $ 1.500 $ • 1,500
3 4 Lend Ooldnvgs end Existing leaseholds i',nduding section wine-up) AID h 8 20 $ 1,768 $ • 1,768
3 5 Known Envuonmemal Areas of Concern(including section wrote-up) AID 8 8 20 S 2,120 $ 2,120
3 6 Renew of Otter Reports IeO6joing section wnte-up) AID 4 8 $ 1.100 S 'I.100
3 7 Prepare Preaminary Draft AID 4 '6 16 8 48 $ 3.876 3.876
3 1 Oreper,Inventory Of Exist np Conditions Report-Final Oral AID 4 B A 24 $ 2,108 $ - 2.10E
4.0 Avebon A000ty Faeceets TOlel 0 0. 0. o 9. :0 ' '0' 0 0 $• -" —_.�' -'^ '>$ -
5.0 Capecny Analyeie enq Facility Requirements Total 0 0 40 44 '; `:` .. r -a 0 - 84 S ...UMA0$ $ - $ 16,006
53 On-Airyon Roadways(jncl00ino section_wrre_u.PI 0 $ - $ S S
Demend/Cepacty Assessment A 4 11 $ 1.544 $ 5 $ 1 544
Facility Requirements Al)- a E a 18 $ 1.812 $ S $ 1.612
5• coo and General Aviation FacilXieb 00cb10!nb_eactlan-wDtru93 0 $ - 5 S 1
DemendlCapacty Assessment ADD 0 a 12 $ 1800 $ - I - $ 1,500
Table 4
laborlFee Estimate Summery-AID,Inc.
Billing Rate: I - $ - $ 164 $ 121 $ 77 $ 67 $ 69
Labor Estimate(Hours) Fee Estimate(S)
Sub-
Sr.Project Designer or consultants
Task Description Protect Director Reneger Senior Planner Engineer Planner Sr.GADD Tern Clerical Total Labor Expenses Expenses Total
Facilty Requirements AID 0 8 16 S 1.788 5 S 1,788
5` Suppers aces city neupl
0 S 5 S
oamand/CapacMAsses6man!
AID 4 a 4 ,6 $ 1s52 5 s 4,e52
Facaby Reouuemenls AID 48 8 20 5 2 120 S S 2,120
56 Prepare/Assemble Prelinxnery Drag Report AID 0 8 8 16 64 5 5304 S $ 5,304
5 6 Prepare Feel Draft Report AID a 4 8 - 24 S 2108 - S 2,108
6.0 A9ernitm a Analyse end Recommended Dsvolopolanl Pon Tolel 0 0 -'36 a 2e e6 32 0 0 266 $ 23,545 $ • 1 - $ -23,040
6 3 Develop Roadway ABamatwes(07clud'ng section wnle.upl AID 4 16 16 T6 5 3 62a S S 3.624
6 e Develop General Aviation Fac,81 Alternatives Imcludnlg section wnle upI AID 6 16 24 'II S 4 716 4 S 4,776
65 Develop Support Facely Alternatives(Including section wnle.upl AID 4 16 16 5 1624 S S 3.624
66 Evaluate Alternatives AID 6 8 8 r4 5 2 III S $ 2,736
Develop AOsmeeve6 Cost Estimates AID S S $
6 8 Prepare/Assemble Prelasnary Draft Report AID 6 A 16 24 2e ' _ 6.466 S S 6 456
68 Prepare Foa'Oran Rm[en AID + _. _.... ^ ..._..._._'. 6', S __.._e 424 1._____.___ 5 1.724
- Total 0 0 0 0 0 0 0 0 0 0 S • f •
f.00&n1ak eblati bllpatWa ::k?... Total 0 0 0 0 0 0 0 0 0 0 $ - 5 - 1
-TIL.',•_•.l .I �.. x.tr+r.•,,,u.,/.,a l%..a - re.: 1�, .. 0 ..
0
xo 0 32 24 24 o 0 100 f e,6e6 $ - *
93 Funding Source Strelegese pienenutoe Schedule AIDUC6 e 8 8 e 5 1241. 5 S 5 2,384
9 5 Prepare Preamhary Draft hloienlentaboe Plan Report AID • 6 16 8 '6 ✓ S 1 614 S S S 3.9.
95 Renew P,eSma-any Draft R8A/JGB S 5 S S
9 5 Prepare Fina'Draft'mpementanon Report A'.0 4 8 8 6 S 2 24'., S 5 S 2.240
10 00 Pinarcol Fasebity and Funding Anaheim Total 0 0 0 0 0 0 0 0 0 0 S - $ - $ - $ -
-• MSBI% N 70 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 f> f .1_.--':"'•' 3 •
Table I ___
Labor/See Estimate Summary-AID,Inc.
Billing Role: $ - $ - $ t54 f 121 $ ]] f 87 f 59
Labor Estimate(Hours) Fee Estimate($)
Sub.
Sr.Project Designer or consultants
Task Description Project Director Manager Senior Planner Engineer Planner Sr.CADD Tech Chancel Total Labor_ Expenses Expenses Total
1200 Docungrtalbn Total 0 0 0 0 0 0 0 0 0 0 f f f f
13.00 Outreach end Perliopetlgn Progr9m Total 0 0 80 0 52 56 58 0 0 244 $ 23,300 f 2,720 8 - $ 20.100
i3' ic Mooing Pub, S S S
Prepare Draft Briefing Matena 5 AID B 9 tl 6 32 $ 285t. $ $ 2,856
Prepare Final Bnefirq Malan. AID B a a a 32 S 2856 1 5 2,858
AllelePublic Meetings/Workshops R&A.JCB,AID MFJ 12 l2 S 1 Bab S 580 5
$ 2.525
13 2 Elected Da1ls Briefing Support 0)W o S $
Prepare Oral Briefing Helmets AID B 8 6 8 32 S 2 856 S 5 2.856
Prepare Final Bnaing Matena% At a $ 8 24 5 '932 $ - $ 1.932
Alert/Bnefng Meettngs AA JCB R8A 12 12 S 1 848 S 680 S 2.528
0 S S S
13 3 Tecnnicat Review Committee Meetings ark Stakeholder Bneergs - -
Prepare Draft Brteing Matena AID 8 16 16 10 56 5 a 480 5 5 4,480
Moderate Technical Review Comm/tee AID 0 f $ i
Prepare Final Briefing Matena% AID e 6 8 32 S 2856 S 5 2,656
Attend Technical Review Comm/tee Meetings AID JCB,RDA '2 f 1 848 $ 1 360 f 3208
Grand Total 0 0 0 0 224 0 164 11 104 0 264 0 100 0 1,108 $ 114,400 $ 5,800 $ - $ 120,200
0
. 0 0 0 0 0
s • $ • 0 • i 0 0 0 0 10101 quilutuatbou ACI0Od put We.,"AtPeldn 0-0
9 0 0 0 0 0 0 0 0 0 Mel natfluOt k000Py utatuui 9P
S 0 0 0 0 0 0 0 0 0 0 119.1 suopputo 0,1190310 A./.019,1 O'E
0 0 0 1901 10.49101 NJ C.launs pipet at
9 0 0 0 0 0 • 0 • 0 0 0 0$ 0 0 0 WW1 1.19104914,0PV 9.00901.1 Oftliki 0.1
4..cpsLci.,, UOildp,ILIKI ION Ito'
1901 satuedla topsulkdr3 +.1.1 itlor ...Pt 191010•09 1.1.yril...0.0 1..11.0.3 mm0in1000 10400.00 ,t,..) 1.1.1911.10009 guy
1100)1.9.00 i•litly.J. .1.1.09 Etuttutit
•qns
09 oittu0t9 saA 10..90..4001010 Jotti
- 9 9 WA 0 - 10 S OS, I 09, 9 . 9 00 0.11119
- Ssiepowitv V soBei tkpli099 09104001-kittutuns opitumog lejpoqtrs
S 90111
Table 5
Labor/Fee Estimate Summary•Deborah Murphy Lagos A Associate,
MOMS RM.: 5 0 - 5 160 5 500 5 100 $ - $ -
Labor Estimate(Hours) Fe.Estimate(5)
Sub-
Managing Senior Technical suttanls
Task Oucripthon Officer Director Consultant Consultant Consultant Specialist Admin. _ Total Labor Expenses con Total
6 0 Alt.ny0N5 MPhil*and Re0omr.00000 Day.banen(Pion •Total 0 0 0 0 0 0 0 0 0 $ - 5 - $ - 5 -
7.0 ErMmnntental e...c _ -_•.. .
...-: ate.-" -tr'1' �. .-.. t e�-xaw_. —. 1'i,r.... :..0 30 4..0
so E.. 100
S 1 980
EcLnb1s11A,r-at:,OCcretio:ur Profk OM_ S 56G S $ 960
Est2Oish Reseal-re IEsntegl Norse Contours DMLR&A b 5 960 5 S 5 960
Establsn Long-Term Norse Contours DMLiR0A _) 6 5 960 S 5 5 960
Develop Nanauso ROoon On Norse Arrarys. OML ll 5 5 $ 5
0005uSlaina0ln iniliatives — -7-- . —_.-.-.. --. ^a • ... OMAN_.
e.00 Capital improvement Proomo endn Imd5mn0100on Plan Total 0 0 0 0 0 :L�' t u'IINIFi
10.00 Financial Feasible),and Funding Anaryais Total 0 0 0 0 0 0 0 0 0 0 $ - $ $ - $ -
1100 Update 01 the Airport Leyot-Plan$01 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 0 5 .- 5 • 1 - 5 •
Tabla}
LaborlFee Estimate Summary-Deborah Murphy Lagos&Associates
Billing Rele: i - $ - $ lee $ 100 $ 100 $ - i •
Labor Estimate(Hours) Fee Estimate(0)
Sub-
Managing Senior Tachnlcal consultants
Took Description Officer Director Consultant Consultant Consultant Specialist Aemin. Total Labor Expenses Expanses Total
13.OD O00ungr00000 Tool 0 0 0 0 0 0 0 0 0 0 $ - $ i - _- i
1 h end palbci bon 0 0 0 0 0 0 0 $ • $ • i • i -
Grand Total 0 0 0 0 30 0 0 0 0 e 0 0 0 0 00 f 4.800 i i - f 4,800
1 FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT APRIL 2016
Appendix B
Master Plan Update
[611
f
&Assoe_or 4>5.
AVIROM & ASSOCIATES, INC.
A17,
SURVEYING & MAPPING
"48LisHE0 —
May 25.2016
Via E-Mail: Thomas.Schillinz@lacobs.com
Mr. Thomas Schilling, P.E.
JACOBS
245 Riverside Avenue, Suite 300
Jacksonville, FL 32202
Re. Task Order for Marathon Airport. Marathon, Monroe County- Our Job No. 8997
Establish Controls to Support Aerial Photogrammeiy in Accord with AC 150/5300-17B
Scope:
Task 1 -Completion of FAA forms
We shall attend one meeting with Jacobs and airport staff to coordinate survey aborts and
complete the forms noted below.
1. Airport Operations Manager interview(requires one meeting with Operations Manager).
2. Airport Operations Manager checklist.
3. Runway Data Sheet.
4. Air Traffic Control interview(requires one meeting with Tower Chief).
5. Field survey operations.
6. Project Survey plan.
7. Airport Field Survey checklist.
Task 2 -Reconnaissance
1. A review of station descriptions in the NGS database will be performed. The Primary and
Secondary Airport Control Stations (PACS & SACS) will be researched and their current
data sheets obtained from the National Geodetic Survey (NGS)website.
2. Mark recovery. We will use the following process for the "recovery" of a control station,
with a physical visit to the station to determine its usability. We will check each control
station to determine proper identity. We will check the mark type, disk type, and stamping
against the NGS datasheet.We will ascertain its apparent unmoved position.
402 APPELROUTH LANE, SUITE 2E, KEY WEST, FLORIDA 33040
[305] 294-7770 WWW.AVIROMSURVEY.COM
Mr.Thomas Schilling,P.E. 2
Task Order for Marathon Airport May 25,2016
3. Selection of PACS. SACS, and NSRS ties. We will utilize Trimble R 10, GPS survey grade
equipment for "station reconnaissance" (navigating to known PACS & SACS points). After
the stations are recovered and observed to be in apparent un-disturbed condition, preparation
of the required descriptions, sketches, photographs and other documentation will begin. The
unmoved position and elevation of the recovered PAC and SACS points will be verified by
our firm through the use of GPS measurements and/or EDM and Level measurements.
4. Preparation of required descriptions, sketches, photographs and other documentation by the
surveyor and Jacobs:
• An Airport Control plot (modeled on appendix 5 of AC 150/5300-16A) will be
prepared. All stations will be labeled with the corresponding designation and
description(PACS, SACS, etc...).
• Photographs (JPEG format) of the recovered points will be taken and submitted (per
AC 150'5300-18B section 1.6.2).
• A FAA Station Location Sketch and Visibility Diagram will be prepared and
submitted for each recovered point.
• A FAA Survey Station Description and Recovery Form will be prepared and
submitted for each recovered point.
• A pencil rubbing (if required) utilizing FAA Pencil Rubbing Form will be taken at
each of the recovered points.
• A FAA Station Table and Reconnaissance Checklist will be prepared.
• Compilation of a Project Survey Plan.
Task 3 -Prepare Survey and Quality Control Plan
A Survey and Quality Control Plan will be generated by the surveyor subsequent to and based on
the results of Reconnaissance activities in Task 2. The Project Survey Plan will contain the
following items:
a. Airport Summary Report
b. Station Table
c. Airport Control Plot
d. Photographs
e. Station location sketch and visibility diagrams
f. Station Descriptions
g. GPS Observing Scheme
h. Project Vector Diagram
i. Proposed Implementation List
j. Data Processing Software
k. Quality Control Plan
AVIROM & ASSOCIATES, INC.
Mr.Thomas Schilling,P.E. • 13
Task Order for Marathon Airport May 25,2016
Task 4 - GPS Occupation (Ground Survey)
The surveyor will take horizontal and vertical measurements of safety critical items to include:
1. Aerial Photo Control Points(to include fourteen (14) targeted imagery control points, five (5)
targeted imagery check points and two (2) painted 4'X4' black & white '`bowtic" targets as
identified by the aerial mapping firm and shown on Exhibit A, below). Per AC I 50/5300-
1 7B, a FAA Station Location and Visibility Form will be prepared and submitted.
Additionally, a photograph (JPEG format) of each control point will be taken and submitted.
Existing features are anticipated to be used as Photo Control Points, except for the painted
targets, which we will construct prior to the flight.
Both photo control points and check points will be in areas that are accessible without
restrictions. There are no provisions within this scope to coordinate or obtain access within
restricted areas.
2. The requirement for the five (5) check points (as described in AC 150/5300-17B Section 6)
which is to he submitted to NGS OPUS for processing cannot be accomplished because
OPUS fails to process data within this geographical region. The failure occurs because the
geometry relative to the base processing stations is too acute and also possibly because
OPUS only process GPS data and does not process GLONASS data. An alternative which
we have utilized successfully in the past would be to process the data through Trimble
CenterPoint RTX Post-Processing which will process both the GPS data and the GLONASS
data.
3. Existing Runway End points for Runway 7/25. FAA Navigational Aid Facility/Runway End
Sketches will be prepared for each runway end point.
4. Collect and document runway true azimuths
5. Runway centerline profile at 10-foot stations and 10-foot offsets.
6. Collect and document runway touchdown zone elevations
7. On-airport Navigational Aids. horizontal and vertical positions (orthometric and ellipsoid
heights)
7.1. Airport beacon
7.2. Air traffic control tower cab height
7.3. NDB
7.4. Airport Surveillance Radar
7.5. VASI (Runways 7 & 25)
7.6. REIL (Runways 7 & 25)
AVIROM & ASSOCIATES, INC.
Mr.Thomas Schilling,P.E. :4
Task Order for Marathon Airport May 25,2016
Coordinate System.Datum:
Generated Horizontal Coordinates will be FL State Plane Coordinates, East Zone referenced to
the North American Datum of 1983 NAD83 (2011), Epoch 2010.00. Elevations will be
referenced to the North American Vertical Datum of 1988 (NAVD 88).
Task 5-Deliverables— Geodetic Control/Ground Survey
I. Final Coordinates, Elevations, and Runway Profile Data submitted in Autodesk DWG
format;
2. Raw observational data including: Data Collector Files, GPS receiver files, OPUS solutions;
3. Final Processing/Adjustment/Reduction Files;
4. Scans/copies of field notes and sketches;
5. Checklists and Forms listed elsewhere within this scope:
*11 PACS & SACS points are found to be destroyed or damaged. new control points may
need to be established utilizing the guidelines set forth in AC 150 /5300-16A. This work is
not anticipated or included in this Scope.
Time frame:
rame:
We can mobilize to the meeting with Jacobs and airport staff within one (I) week after receipt of
an executed contract. The milestones for deliverables will be determined and developed
subsequent to the above meeting. because the work will be subject to the availability of the
airport's staff for the escorting ol'our crews.
Cost:
1. Task 1 - Completion of FAA forms, including one meeting $ 3,300.00 lump sum
2. Task 2—Reconnaissance
1. Research $ 750.00
2. Mark Recovery $ 3.500.00*
3. Verification (GPS Observations & Bench Run) $ 7,000.00*
4. Prepare Documentation $ 2,250.00
Total-Task 2 $13,500.00 lump sum
3. Task 3 - Prepare Survey and Quality Control Plan $ 2,400.00 lump sum
AVIROM & ASSOCIATES, INC.
Mr.Thomas Schilling,P.E. 16
Task Order for Marathon Airport May 25,2016
EXHIBIT A
MTH
r r
y ari$::1,
sr
A
AVIROM & ASSOCIATES, INC.
Mr.Thomas Schilling,P.E. 5
Task Order for Marathon Airport May 25,2016
4. GPS Occupation (Ground Survey)
1. Set two(2)painted aerial targets (including materials) $ 1,000.00
2. Survey Aerial Photo Control Points $ 16,800.00*
3. Survey Check Points $ 3,520.00*
4. Survey Existing Runway End Points $ 1,760.00*
5. Determine Runway True Azimuths $ 750.00
6. Runway Centerline Profile .$ 9,372.00
7. Runway Touchdown Zone Elevations $ 8,520.00*
8. On-airport Navigational Aids $ 4,200.00
Total-Task 2 $ 45,922.00 lump sum
5. Task 5- Deliverables- Geodetic Control/Ground Survey S 4,024.00 lump sum
*Fees include a factor for escort and safety delays.
Excessive delays due to waiting on airport escort personnel may incur additional costs, and will
be billed at our current hourly rates. Client will be notified if such conditions exist.
General Conditions.
All work shall be completed under the direction of a Professional Land Surveyor registered in
the State of Florida. All work shall be conducted using equipment, personnel, and procedures
that will insure compliance with the accuracy standards as defined by State of Florida Standards
of Practice in Chapter 5J-17, FAC. All documents submitted shall bear the Surveyor's seal,
signature, and a certificate that all work was done under the Surveyor's supervision and that all
information contained in the document is true and is accurately shown. The Surveyor is
responsible for quality assurance for the survey work performed on this project.
Thank you for the opportunity to submit this proposal. Should you have any questions, please
contact me accordingly.
Respectfully,
Keith M. Chee-A-Tow, P.L.S.
Project Surveyor
Documents Proposals Keys Jacobs.tITH.lertal Controls tiff! Aerial Controls.docs
AVIROM & ASSOCIATES, INC.
__ _ ,.
________ _., _::=_„.__
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ire
„._=__ __..r
MARTINEZ GEOSPATIAL -____ __ ___ __________ ___
-
A G E O S P A T 1 A L S E R V 11 C E P R O V 1 O E R
Scope and Fee Proposal
Digital Orthophotography,Topographic/Planimetric Mapping, and Obstruction Surveys
The Florida Keys Marathon Airport (MTH)
2/3/2015
2915 Waters Road Suite 100 Eagan, Minnesota 55121
•
Tel:651-686-8424 • www.mtzgeo.com
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographlc/Planimetric Mapping,and Obstruction Surveys
2/3/2015
`PROJECT SUMMARY 1
CLIENT Jacobs
CLIENT CONTACT Heath Marsden
CLIENT ADDRESS Two Executive Park Drive
Suite 205
Bedford, NH 03110
PROJECT LOCATION The Florida Keys Marathon Airport(MTH)
Martinez Geospatial,Inc.(MTZ)will provide Jacobs with remote-sensing and photogrammetry
services in support of an Airport Layout Plan update. The main objective of this effort will be to fulfill
the data-collection requirements for updating a paper ALP,adhering to the following guidance:
AC-150/5070-6B
National Airport Layout Plan Checklist(ARP SOP No.2.00)
This proposal also includes tasks required to comply with FAA Airports-GIS program standards. All
survey and photogrammetry work will be accomplished in accordance with the following Advisory
Circulars:
AC-150/5300-16A(16A)
AC-150/5300-17C(17C)
AC-150/5300-18B(18B)
MTZ will fulfill the data collection,formatting, and delivery requirements of the FAA Airports-GIS
program(not including required field-survey tasks). In general, MTZ's approach to fulfilling the GIS
requirements will be accomplishing those required tasks as outlined in Table 2-1 (Survey
Requirements Matrix)of 18B,Column "Airport Layout Plan."
PROJECT SPECIFICATIONS
STATE FLORIDA
COUNTY MONROE
PROJECT TYPE AVIATION(AIRPORTS-GIS INCLUDED)
COORDINATE SYSTEM FLORIDA STATE PLANE—EAST ZONE
_HORIZONTAL DATUM NAD83
_VERTICAL DATUM — NAVD88—GEOID12A
FIELD-SURVEY PROVIDED BY JACOBS SUB-CONSULTANT
MAPPING SCALE 1"=100',2'CONTOURS
MAPPING FORMATS REQUIRED STANDARD CAD w/DTM and AIRPORTS-GIS
ORTHO RES& PHOTO FORMAT 0.50'and 1.0'GSD,TIF&TFW FORMAT
1
//�
` IARTIME1051
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
I PROJECT AREA DEFINITION
The total project area for each airport site consists of two major components:
AREA A Airspace Analysis Limits(Airports-GIS and Part 77)-
Horizontal Limits of the applicable Obstruction Identification
Surfaces(OIS) used for Airports-GIS and Part 77 analysis.
AREA B Planimetric&Topographic Mapping Limit-This area defines
the limit for the compilation of planimetric&topographic data,
necessary for the ALP update.
PROJECT TASKS
Project Planning/Project Management/FAA Airports-GIS Coordination
MTZ will assist Jacobs in developing, submitting, and gaining approval of the"Statement of Work" for
the project through the ADO and FAA Airports-GIS. MTZ will also assist Jacobs in developing,
submitting, and gaining approval of the"Imagery/Remote Sensing Plan" and the"Survey&Quality
Control Plan" required by the FAA Airports-GIS Program.
Aerial Imagery Acquisition
A Jacobs sub-consultant will provide imagery acquisition services.
New color aerial imagery will be captured for all areas defined in the PROJECT AREA DEFINITION
section of this proposal utilizing a digital photogrammetric camera. The aerial imagery acquisition flight
mission will be executed in accordance with all guidelines and specifications within FAA AC 150/5300-
17C.
The aerial imagery acquisition flight mission will consist of the following specifications:
RESOLUTION PURPOSE/USE
10cm Plan/Topo Mapping, Ortho Photography,Airspace Analysis/Obstruction
Surveys
15cm Ortho Photography,Airspace Analysis/Obstruction Surveys
Upon completion of the flight mission, the imagery will be reviewed through in-house Quality Assurance
procedures for photogrammetric acceptability and compliance with AC 150/5300-17C requirements.
2
rnir
MANTINEZ GEOSPATIAL
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
Aero Triangulation
A Jacobs sub-consultant will provide aero triangulation services.
The digital aerial imagery will be imported onto a digital photogrammetric workstation where it will be
oriented with field-surveyed ground control. This procedure will establish both horizontal and vertical
control for orienting individual photogrammetric models. This orientation will be accomplished using
Soft Copy Aerial Triangulation methods.
Survey Imagery Photo Control
A Jacobs sub-consultant will provide field-survey services.
A combination of photo-identifiable control points and artificial targets will be selected or set/surveyed
for use as imagery ground control. Imagery Control will be set, surveyed (properly tied to NSRS), and
documented in accordance with AC-150/5300-17C and FAA Airports-GIS requirements. Ground
Control data and documentation will be submitted to FAA Airports-GIS along with the AP Acquisition
Report.
Create Digital Ortho Imagery
Digital orthophotos will be produced to meet the needs of Jacobs and the Airport as well as to comply
with the requirements of the FAA Airports-GIS program and AC 150/5300-17C. Two sets of ortho
imagery will be produced, covering the following defined areas and meeting the following specifications:
RESOLUTION COVERAGE LIMIT
0.50' GSD AREA B
1.0' GSD AREA A
Runway Surveys
A Jacobs sub-consultant will provide field-survey services.
A Jacobs sub-consultant will accomplish field-survey of Runway 7/25 at MTH; survey tasks will include
survey of runway-end-points and centerline profile. For each runway-end-point, a monument will be set,
surveyed, and documented in accordance with AC-150/5300-18B. The runway-centerline-profile will be
surveyed at 10-foot stations with like profiles accomplished offset 10-feet on both sides of the centerline.
Runway survey data will be utilized for the Airport Airspace Analysis/Obstruction Surveys task. Runway
survey data will be properly formatted by MTZ and reported in the FAA Airports-GIS deliverable.
NAVAID Surveys
A Jacobs sub-consultant will provide field-survey services.
A Jacobs sub-consultant will accomplish survey of NAVAIDs associated with MTH. Each NAVAID will
be surveyed and documented in accordance with AC-150/5300-18B. NAVAID survey data will be
properly formatted by MTZ and reported in the FAA Airports-GIS deliverable.
3
MARTINEZ GEOSPATIAI
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
Airport Airspace Analysis/Obstruction Surveys
An Airport Airspace Analysis will be performed in accordance with AC 150/5300-18B. This task will be
performed in order to comply with the requirements of the FAA Airports-GIS Program for projects
involving Airport Layout Plan updates and Instrument Approach Procedures. The Airport Airspace
Analysis will meet the following specifications:
RUNWAY ANALYSIS TYPE
7/25 Runways-With-Vertical-Guidance
Formatting of final reported obstacles will adhere to the specifications of AC 150/5300-18B, Chapter 5
Airport Data Features.
An FAR Part 77 Obstruction Survey will be performed in support of the Airport Layout Plan Update.
Using the digital stereo imagery, the prescribed Part 77 Obstruction-Identification-Surfaces will be
examined and analyzed to identify natural and manmade objects penetrating the surfaces. The Part 77
Obstruction Survey will meet the following specifications:
RUNWAY ANALYSIS TYPE
7 NPI-C
25 NPI-C
Part 77 obstruction data will be reported and delivered in two ways:
DELIVERABLE NOTES
CAD FILE Contains Part 77 OIS and Obstruction Points (including object type,
number, and elevation) _
SPREADSHEET Contains X-Y coordinates& MSL elevation of each obstruction point.
(EXCEL) The following calculations will also be included for each obstruction:
• Object type
• Object number(corresponding to CAD File)
• Height-Above-Runway-End
• Height-Above-Touchdown-Zone
• Height-Above-Airport-Elevation
• Distance-to-Runway-End
• Distance-From-Runway-Centerline(and direction)
• Penetration Value
Planimetric & Topographic Mapping Compilation
Utilizing the aerotriangulated digital imagery, photographic stereo pairs will be oriented and compiled on
digital photogrammetric workstations within AREA B. Mapping data will be compiled meeting the
following specifications:
PLANIMETRIC DATA SCALE 1"=100' SCALE (ASPRS CLASS II STANDARDS)
TOPOGRAPHIC DATA SCALE 2' CONTOUR INTERVAL(ASPRS CLASS II STANDARDS)
4
(MAAi1NEZ GEOSPATLAL
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
MAPPING DELIVERABLE FORMAT
PLANIMETRIC FILE AUTOCAD(Other formats available upon request)
CONTOUR FILE AUTOCAD(Other formats available upon request)
DIGITAL-TERRAIN-MODEL FILE _ AUTOCAD(Other formats available upon request)
The CAD products above will be delivered directly to Jacobs for the updating of ALP drawings.
Mapping Edit and GIS Formatting
In addition to generating mapping data in CAD formats, all collected data will be edited and formatted in
the appropriate GIS format. In terms of GIS-attributes, MTZ will be responsible for populating all spatial
related attributes such as geographic locations, distances, elevations, AGL heights, etc.
Final GIS data will meet the following specifications:
DATA TO BE FORMATTED IN GIS Planimetric, Topographic, Runway, NAVAID, Airport Airspace
Analysis Data
GIS DATA-MODEL UTILIZED FM Airports-GIS(AC 150/5300-18B, Chapter 5)
GIS DELIVERY FORMAT ArcGIS Shapefile
Airports-GIS Data Submission and Final Reporting
All data will be formatted into compliant Airports-GIS format and prepared for submission. Prior to
submission, the survey-files will be tested using the FAA's survey-file-test tool in order to ensure
acceptability. A"Final Report" will be generated in accordance with Advisory Circular 150/5300-18B
and submitted with the final project file. Project close-out will also consist of ensuring receipt and
acceptance of the obstruction survey and digital mapping data by Jacobs, the FAA and NGS.
5
(/
a fIl INEZ GEOSPAIIAI
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
DELIVERABLE OVERVIEW
DELIVERABLE NOTES
FAA AIRPORTS-GIS STATEMENT-OF-WORK ASSIST JACOBS WITH PREP AND REVIEW
FAA AIRPORTS-GIS IMAGERY PLAN ASSIST JACOBS WITH PREP AND REVIEW
FAA AIRPORTS-GIS SURVEY/QUALITY CONTROL PLAN ASSIST JACOBS WITH PREP AND REVIEW
AP ACQUISITION REPORT(RAW AERIAL IMAGERY, FOR SUBMITTAL TO FAA/NGS
CONTROL DATA, AND A T. REPORT)
AIRPORTS-GIS AIRPORT AIRSPACE ANALYSIS DATA ArcGIS SHAPEFILE
PART 77 OBSTRUCTION DATA CAD FILE AND SPREADSHEET
PLANIMETRIC MAPPING DATA CAD FILE
TOPOGRAPHIC MAPPING DATA CAD FILE
AIRPORTS-GIS FORMATTING FOR ALL DATA ArcGIS SHAPEFILE
DIGITAL ORTHO IMAGERY OF AREA'A'(1.0'GSD) COPIES WILL BE MADE FOR JACOBS AND FAA
DIGITAL ORTHO IMAGERY OF AREA'B'(0.50'GSD) COPIES WILL BE MADE FOR JACOBS AND FAA
FAA AIRPORTS-GIS FINAL REPORT FOR FINAL SUBMISSION TO FAA AIRPORTS-GIS
6
we�c�vrui
Scope and Fee Proposal
The Florida Keys Marathon Airport(MTH)
Digital Orthophotography,Topographic/Planimetric Mapping,and Obstruction Surveys
2/3/2015
FEE SCHEDULE
It is understood that compensation for this project will be on a LUMP SUM basis. MTZ will invoice
Jacobs monthly based on percent-complete of each category below. The following is a proposed fee
schedule based on major production processes/work category:
TASK FEE
Management/QA/Oversight
2,758.80
Imagery Acquisition(Flight Mission)
N/A
Control Selection
N/A
Aerotriangulation Set-Up
633.60
Orthophoto Production(0.50'GSD)
3,795.00
Orthophoto Production(1.0' GSD)
4,356.00
Planimetric/Topographic Mapping
4,135.30
Airspace Analysis/Obstruction Survey(Airports-GIS, Part 77)
4,950.00
Mapping Edit,GIS Formatting/FAA Compliance(Mapping&Obstruction Survey)
1,776.65
TOTAL $22,405.35
7
rnT-z,
CrMARTINf2 Of OSPATI,
Planimetric & Topographic Mapping Limit
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Planimetnc&Topographic Mapping Limit
MTZ I Martinez Geospatial
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2915 Waters Road Su re 100
ICAAPTINEZ GEOSPATIAL Eagan Mmesola 55121
tel 651 686 9424 Fax 651 686 8389
Sanborn I Charlotte Phone 704 3474552
AQ 6701 Carmel Rood Toll-Free:1 866 726 2676
s a n b o rn Curie 301 Fox 704.3474515
Chorlotte,NC 28226 www sonborn corn
February'2,2015
Mr. Heath Marsden
Senior Airport Planner
Jacobs
Two Executive Park Drive
Suite 205
Bedford,NI 103110
Re:The Florida Keys Marathon Airport(1sfl'I I), Marathon,FL
Dear Mr. Marsden:
The Airport Aerial Surveying to be conducted will conform to FAA Advisory Circulars 150/5300-1'C and 18B.
Under the guidance and specification of these FAA Advisory Circulars,Sanborn will acquire leaf on color digital
imagery and perform fully analytical aerial triangulation for use by Jacobs.Jacobs will make use of these products to
develop obstruction and planimetric features collection typical of 18B collection;DEM and orthophotography
mapping and complete their airport(18B) Airspace analysis and(FAR 77)surface analysis tasks.
Area of interest to be flown
The aerial photography coverage area will include the following Obstruction Identification Surfaces(OIS) to
support the Airport Airspace Analysis of Vertically Guided Instrument Approach Surfaces of Runway 7/25 of
Florida Keys Marathon Airport,located in Marathon Florida
2.7.1.1.1.Vertically Guided Runway Primary Surface(VGRPS).
2.7.1.1.2. Vertically Guided Primary Connection Surface(VGPCS).
2.7.1.1.3.Vertically Guided Approach Surface(VGAS),
2.7.1.1.4.Vertically Guided Protection Surface(VGPS).
2.7.1.1.5.Vertically Guided Approach Transitional Surface(VGNIS).
2.7.1.1.6.Vertically Guided Horizontal Surface(VG'IS).
2.7.1.1.7.Vertically Guided Conical Surface(VGCS).
These areas are pictured on figure-1 on Attachment A,enclosed with this proposal letter
Scope of Work
Aerial Photography
Upon FAA approval of the MTI-I Imagery Plan submittal,Sanborn will acquire 15 cm resolution leaf-on color aerial
imagery of the 41 square mile OIS project area that includes out to the Conical Surface and Vertically Guided
Approach Surface of runway 7/25. Sanborn will also acquire 10 cm resolution leaf on color aerial imagery of the
Primary Surfaces associated with runway 7/25 in order to develop higher accuracy and greater detailed mapping of
the VGRPS.
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Mr.Marsden Page 3 of 3
February 2,2015
Re:The Florida Keys Marathon Airport(MTH),Marathon,FL
ATTACHMENT - A
Marathon Obstruction Identification Surfaces - MTH OIS
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Figure-1
Yellow outline= OIS for Digital Orthophoto
Light-blue (cyan)outline = Approach and transitional surface for Mapping
Red triangles= preliminary locations for survey of 16 photo-control points
Green triangles = preliminary locations for survey of 5 check points
Mr.Marsden Page 2 of 3
February 2,2015
Re:The Florida Keys Marathon Airport(MTH),Marathon, FL
Ground Control Surveying
Jacobs will provide Sanborn with all of the ground control surveying data including sixteen(16) targeted imagery
control points, five(5) targeted imagery check points and runway 7/25 threshold positions referenced to the FL
State Plane Coordinate System, East Zone,NAD 83/2011,and NAVD 88 in the US Survey Foot. A preliminary
plan for the control points,indicates that most of these photo control points can be photo-identifiable features on
the ground,with exception of two locations that deEmitely will need a target in place prior to the aerial flights.
Analytical Aerial Triangulation
Upon FAA approval of the Imagery Plan submittal and after all planned images are flown,processed and accepted;
and upon receipt of the photo-control surveying coordinate values and ground control and checkpoints
descriptions;Sanborn will complete the analytical aerial triangulation constrained to the ground control surveyed
points provided by Jacobs.The aerotriangulation will be computed at same coordinate system used for the ground
survey points- FL State Plane Coordinate System, East Zone,NAD 83/2011,and NAVD 88 in the US Survey Ft.
AP Acquisition Report
Upon completion of the Analytical Aerial Triangulation,Sanborn will submit the AP Acquisition Report to
FAA/NGS.
Project Schedule
Sanborn will acquire the leaf-on aerial photography in the fall 2015, from September 20 to December 246,weather
permitting, following the FAA approval of the Imagery Plan and the placement of the targeted imagery control
points and targeted imagery check points.Sanborn will submit the AP Acquisition Report within 30 days of the
aerial imagery acquisition completion date and/or receipt of all required ground surveying information.
Project Deliverables
Sanborn will deliver the MTE-I Imagery Plan and Mill AP Acquisition Report on a USB hard drive to Jacobs.
Price
Sanborn's price to perform the above aerial acquisition services will be$43,500.00 and separated into the following
two major tasks:
1. Imagery Plan and Aerial Photography Acquisition $35,800.00
2. Fully Analytical Aerial Triangulation Processing and results $ 7,700.00
Should you have any questions,please contact me.
Sincerely,
Luiz Cortes
Certified Photogrammetrist#1546/Professional Surveyor
General Manager
6701 Carmel Road,suite 301, Charlotte,NC 28226
P.(704)347-4552—M.(980)213-5357
`4 sanborn