2023-36A MTH Relocate RWY 7-25, Phase 2 Design MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date May 3, 2024 Task Order No. 2023-36A
Client Project No.403-635114-SC 00038-G1V30 Engineer Project No. EGXM7936
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 16, 2022 ("Agreement"). The
Agreement is incorporated herein and forms an integral part of this Task Order.
Services Authorized-MTH Relocate RWY 7-25, Phase 2 Design,Permitting and Bidding
Services- Supplemental#1
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 1 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of$ 79,330.73
N/A Other(Describe):
Schedule
Services may commence on Execution
Services will cease by 365 days
Recommended by: Approved by:
_... ...... ...... -__ .......
hector of Airports Date: 4.16.2024 Asst./County Adminstrator Date 04.16.2024
CONSULTANT: JACOBS PROJECT MANAGEMENT CO
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File: MSTR APS—Monroe County A OVE FORM
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Data 4/16/24
Exhibit A(2023-36A)
Scope of Services
Monroe County Airports
Florida Keys Marathon International Airport(MTH)
MIH Reloca RM 7' —Desion, Permittingn i 'in Services
Supplemnt #1,
SCOPE QF WORK
Jacobs will provide the survey, photogrammetry and Airport-GIS services as described in
the Martinez Geospatial, Inc. 'Scope and Fee Proposal' dated 03/06/2024, attached.
Page 1 of 1
MARTINEZ GEOSPATIAL �---
A C3EC315 PATIAL SERV 9NCE PROV1iE30ER
Scope and Fee Proposal
Survey,Photogrammetry&Airports-GIS Services
The Florida Keys Marathon International Airport(MTH)
03/06/2024
2915 Waters Road Suite 100 Eagan, Minnesota 55121
Tel:651-686-8424 a www.mtzgeo.com
Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
PROJECT SUMMARY
CLIENT Jacobs
CLIENT CONTACT Heath Marsden
CLIENT ADDRESS 2 Executive Park Drive, Suite 205
Bedford, NH 03110
PROJECT LOCATION The Florida Keys Marathon International Airport(MTH)
Key West, Florida
Inc. MTZ will provide JACOBS with survey, hoto rammetry and Airports-GIS
Martinez Geospatlal, c ( ) p Y P 9
services in support of a Runway Relocation Construction Project for Future Runway 7125. The main
objective of this effort will be to fulfill the FAA-AGIS data-collection requirements for runway construction
projects. An AGIS Design/As-Built Project-Type will be required for this project.
All survey and photogrammetry work will be accomplished in accordance with the following Advisory
Circulars:
AC-150/5300-16B 16B
AC-150/5300-17C 17C
AC-15915300-18B 186 __.
The Airports-GIS objective for this project is to collect and submit Safety-Critical data for Future Runway
7/25. Specifically, submission of data during the Design Phase will include an Airport Airspace Analysis
for Future Runway 7/25, Design Runway Ends& Profile Data for Future Runway 7/25, and Design
NAVAID reset locations for the Future Runway 7/25 NAVAIDs.
MTZ will fulfill the data collection, formatting, and delivery requirements of the FAA Airports-GIS
program. 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 "Instrument
Procedure Development."
PROJECT SPECIFICATIONS
STATE FLORIDA
COUNTY MONROE
PROJECT TYPE AVIATION AIRPORTS-GIS
COORDINATE SYSTEM FLORIDA STATE PLANE—EAST
HORIZONTAL DATUM NAD83
VERTICAL DATUM NAVD88 GEOID18
FIELD-SURVEY PROVIDED BY O'NEAL SURVEYING &MAPPING INC�—
ORTHO RES& PHOTO FORMAT 0.5' GSD,TIF &SID FORMAT
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
DESIGN PHASE SCOPE
PROJECT AREA DEFINITION
The total project area consists of:
Airports-GIS Airspace Analysis Limits- Horizontal Limits of the applicable Obstruction
Identification Surfaces (OIS) as defined in AC-150/5300-18B.
Part 77/OCS Airspace Analysis Limits - Horizontal Limits of the applicable Obstruction
Identification Surfaces (OIS) as defined by FAR Part 77 and AC-150/5300-13B.
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 FAA ADO and the FAA's Airport Data Information Portal(AD/P). MTZ will
develop, submit, and gain approval of the following plans required by the FAA-AGIS Program:
- Imagery/Remote Sensing Plan
- Survey Quality Control Plan
Aerial Photography Acquisition Report/3D Stereo Imagery
Aerial Imagery Acquisition
New color aerial imagery will be captured covering all areas described 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 one"block" of imagery, collected to the
following specifications:
IMAGERY RESOLUTION PURPOSEWSE
10cm This imagery will be utilized for all photogrammetric data
extraction. Furthermore, 0.50' GSD orthophotos will be generated
from this imagery,
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.
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry L Airports-GIS Services
03/04/2024
Establish Geodetic Control/Validate existing PACS/SACS (Field Survey)
There are currently one PACS monument and two SACS monuments published in the NGS database
for the airport. Surveyors will validate/utilize these monuments to serve as the project tie to the NSRS.
If the existing PACS/SACS monuments are determined to be damaged or the validation is unsuccessful
the surveyors will establish temporary geodetic control points, as required. Geodetic data will be tied to
the NSRS using the latest published adjustment(2011).
Following are the specific PACS &SACS locations to be recovered:
Station Designation PID Horizontal Vertical Datum GEOID
T f Datum
PACS C 121 AA0318 NAD83 2011 NAVD88 GEOIDI8
SACS MTHA Amw NAD83 2011 NAVD88 GEOID18
SACS MTH C AA1762 NAD83 2011 NAVD88 GEOID18
Survey Imagery Photo Control (Field Survey)
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. It is
anticipated that approximately 12 imagery control points will be required, along with 6 independent
OPUS Checkpoints.
Aero Triangulation
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.
Create Digital Ortho Imagery
Digital orthophotos will be produced to meet the requirements of JACOBS and the Airport as well as to
comply with the requirements of the FAA Airports-GIS program and AC 150/5300-17C. One set of ortho
imagery will be produced, covering the following defined areas and meeting the following specifications:
RESOLUTION COVERAGE LIMIT
0.50' GSD AGIS Obstruction Identification Surfaces
Runway Data (JACOBS)
In lieu of runway survey, JACOBS will provide MTZ will Runway Ends and Profile data from the Final
Design for Future Runway 7/25. Design data will be used as the basis for the AGIS Airspace Analysis.
Design Runway Data will be properly formatted by MTZ and submitted to AGIS with the Airport Airspace
Analysis Data.
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
NAVAID Data(JACOBS)
In lieu of NAVAID survey, JACOBS will provide MTZ with NAVAID data from the Final Design for any
equipment that will be relocated as part of construction. Design NAVAID data will be properly formatted
by MTZ and submitted to AGIS with the Airport Airspace Analysis Data.
Airport Airspace Analysis/Obstruction Surveys
18BIAGIS
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 the development of instrument procedures. The Airport Airspace Analysis will meet the
following specifications:
RUNWAY ANALYSIS TYPE
_wawa .-_
7/25—FUTURE Runuva s-With-Vertical-Guidance
Formatting of final reported 18B/AGIS obstacles will adhere to the specifications of AC 150/5300-18B,
Chapter 5 Airport Data Features.
Part 771AC-13B Obstacle Clearance Surface(OCS)
An FAR Part 77 and an OCS Obstruction Survey will be performed for Runway 5/23. Utilizing the digital
3D stereo imagery, the prescribed Part 77 &OCS Obstruction-Identification-Surfaces will be examined
and analyzed to identify natural and manmade objects penetrating the surfaces. OCS Surfaces will be
based on the requirements of AC-150/5300-13B (Tables 3-2, 3-3, 3-4, and 3-5)
The Part 77 Obstruction Survey will meet the following specifications:
RUNWAY PART 77 ANALYSIS TYPE
7 Non-Precision-Instrument-C NPI-C
25 Non-Precision-Instrument-C NPI-C
The OCS Obstruction Survey will meet the following specifications(OCS Numbers are taken from AC-
13B, Tables 3-2, 3-3, 3-4. and 3-5).
RUNWAY OCS ANALYSIS TYPE
7 OCS 5 L> 3/4sm Visibili/ Minimums
7 OCS 6 Vertical Guidance Surface
7 OCS 7 (Departure Surface
25 OCS 5 a 314sm Visibility Minimums
25 OCS 6 Vertical Guidance Surface
25 OCS 7 (Departure Surface
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
Part 77/0CS Collection Criteria
The obstruction-identification-surfaces, defined in the previous section, will be digitally referenced with
the 3D Stereo Imagery. Utilizing the 3D imagery, trained technicians will visually examine all surfaces
and collect X-Y-Z point data for objects meeting collection criteria. Collected data will then be
mathematically analyzed against the surfaces using custom processes to produce a final dataset.
Multiple Quality-Assurance processes are performed for obstruction data through the project life cycle to
ensure accuracy and completeness. Data will be collected to fulfill the following criteria:
1) A single X-Y-Z point will be collected/analyzed for any manmade or natural object penetrating
a surface. The point will be placed on the highest point of the object. The X-Y location will
correspond to the horizontal position of the highest portion of the object, not necessarily the
geometric center or middle of the object.
2) Occasionally with Obstruction Surveys, large group of trees or terrain (obstruction area) are
found to penetrate a surface and it is not feasible or possible to collect each individual
penetration. In these cases, the obstruction area will be outlined with a bounding polygon in
order to represent the horizontal extents of the area. A grid will then be overlaid on the
obstructing area. Within each grid sector, the highest object will be collected. Within the primary
surface, the transitional surface, and within the first 5,000 feet of the approach surface, 100-foot
grid spacing will be used. Within 10,000 feet of the approach surface, but outside 5,000 feet,
200-foot grid spacing will be used. 200-foot grid spacing will also be used within the horizontal
surface. Within the conical surface, 500-foot grid spacing will be used.
Supplemental Obstacle Collection
For Future Runway 7/25, MTZ will collect significant manmade and natural objects with no exemptions
based on negative penetration value. The horizontal extents of the AC-13B Departure Surface (OCS 7)
will be used as the boundary for the collection of this raw data. Supplemental obstacle collection will be
completed in the first 5,000 feet of the departure surface.
For manmade objects, all buildings, utility poles, antennas, towers, and prominent objects will be
collected (small objects, such as mailboxes, posts, and utility boxes will be ignored). For roadways
(including highways) and railroads, the proper Part 77 offset will be applied according to the type of
vehicular traverse way (official Vehicle Service Roads will be included and NAVAID Service Roads will
be excluded). For vegetation, significant singular trees will be collected to the extent possible/feasible.
In large areas of dense vegetation, a bounding polygon will be drawn to show the extents of the area. A
100-foot grid will be applied and the highest vegetation point within each grid-sector will be collected.
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
Deliverable Format for Part 77,AC-13B OCS, and Supplemental Obstacle Data
DELIVERABLE DESCRIPTION
Shapefile and CAD File These files will contain the following pieces of data.
1) Obstruction Surface Linework
2) Obstruction X-Y-Z Points
3) Obstruction Area Polygon (if applicable)
4) Obstruction Area Grid (if applicable)
Attributes will be included Shapefiles will contain the following pieces of object data:
in the Shapefile as Object Object type
Data. For the CAD Northing/Easting/Elevation(MSL)
version, attributes will be Latitude/Longitude
• AGL Height(as able,for penetrating objects only)
provided in Spreadsheet Height-Above-Runway-End
Format and can be cross- Height-Above-Touchdown-Zone
referenced with the CAD Height-Above-Airport-Elevation
file by Object Number. Distance-to-Runway-End
Distance-From-Runway-Centerline(and direction)
• Penetration Value(if applicable)
• Surface Affected&Slope(if applicable)
Data Edit and GIS Formatting
All AGIS data will be edited and formatted in the appropriate GIS format. In terms of GIS-attributes, MTZ
will be responsible for populating all geospatial-related and/or critical attributes required for upload. The
final AGIS file created by MTZ will include the following features:
Safety-Critical Data
a. Airport Airspace Analysis Data (Obstructions)
b. Runway Survey Data (From Design)
c. NAVAID Survey Data (From Design)
Final GIS data will meet the following specifications:
GIS DATA-MODEL UTILIZED FAA 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.
6
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Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
DESIGN PHASE DELIVERABLES
1) Statement of Work Report(for Airports-GIS approval)
2)Aerial Imagery/Remote Sensing Plan (for Airports-GIS approval)
3) Survey&Quality Control Plan (for Airports-GIS approval)
4)Aerial Photography Acquisition Report(for Airports-GIS approval)
5) Digital Ortho Imagery(0.50' Resolution)
6) Comprehensive FAA Airports-GIS Shapefile Deliverable, consisting of:
• Airport Airspace Analysis Data
• Runway Data(Design)
• NAVAID Data(Design)
7) Non-AGIS Obstacle Data(Part 77,AC-13B OCS, Supplemental Obstacle Data)
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C111ARTINEZ GEO$P NAL
Scope and Fee Proposal
The Florida Keys Marathon International Airport(MTH)
Survey,Photogrammetry&Airports-GIS Services
03/04/2024
DESIGN PHASE 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
Project Planning/Project Management/FAA Airports-GIS Coordination
$ 7,277.40
Production Management
$ 3,810.71
Imagery Acquisition (Flight Mission)
$22,850.00
Aerotriangulation
$ 5,960.86
Orthophoto Production (0.50' GSD)
$ 9,116.60
Airspace Analysis/Obstruction Survey
$ 6,457.12
Data Edit, GIS Formatting, FAA Compliance
w
$2,858.04
Field-Survey Services
$21,000.00
TOTAL $79 330.73
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Airports-GIS Airspace Analysis
Green Polygons - 18B/Airports-GIS Obstruction Identification Surfaces
Cyan Shaded Area - 0.50' GSD Ortho Imagery Coverage
MTZ I Martinez Geospatial
2915 Waters Road Suite 100
�aamez �ssswnrMa Eagan,Minnesola 55121
Tel:651,686.8424 Fax:651,686 8389