2022-02A Time Ext. for Dumpster Enclosure Design Phase MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date Upon Execution Task Order No. 2022-02A
Client Project No. 404-63001 Engineer Project No. 18221.19
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 McFarland Johnson Inc.
("Consultant'), dated .. 2/16/2022 ("Agreement"). The Agreement is incorporated herein and forms an
integral part of this Task Order.
Services Authorized: Time Extension Only - Design Phase Services for a New Trash Dumpster
Enclosure Pad at Key West International Airport
Client authorizes Consultant to perform the Engineering Services described in Exhibit A attached hereto
and incorporated herein, which Exhibit A is marked with the above noted Task Order No.2022-02.
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of$47,519
N/A Other(Describe): "'pE COUNTY AT OnNEY
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Schedule ,, "
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Services may commence on Execution �' 8 GA
ASSIST UNTY ATTORNEY
Services will cease by December 31 2022 Date 7/28/22
Other
Approved: 40"001 111119 �. Approved:
By_
Sr. Direct of Airports 7/
Y .....,,,� � BY......... w ,�„
+ p 27/22 ASSt./County Administrator
CONSULTANT:
MCFARLAND JOHNSON INC.
Bym_.._n.
Witness
Title Administrative Assistant
File:
Page 1 of 1
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDERFORM
Effective Date Upon Execution Task Order No. 2022-02
Client Project No. 404-6300111, Engineer Project No. 18221.19
'I his 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 McFarland Johnson Inc.
("Consultant'), dated 2/16,[2022("Agreement'). The Agreement is incorporated herein and forms an
integral part of this Task Order.
Services Authorized: Design Phase Services for a New Trash Dumpter Enclosure Pad at Key West
International Airport
Client authorizes Consultant to perform the Engineering 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
four(4) page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of$47,519
N/A Other(Describe): VSC?E �1PtT�i 11NEY
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Schedule
PFD 0 J. AOG ---
Services may commence on Execution ASSI � 'NTY ATTORNEY
ll cease by 90 d
Services���i ads..
Recommended b : Approved by:
01
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of Airports Date: ou •d Director Administrator A' Date: 03.17.2022
CONSULTANT:
MCFARL,AND JOHNSON INC.
By
Witness James M. Festa, P.E.. C.E.O.
Title,,,_, ° .. ....... ..� .,......
Page I of 1
Exhibit A
Key West International Airport (EYW)
Monroe County, Florida
Trash Dumpster Enclosure Pad
Scope of Work
PROJECT DESCRIPTION
The proposed project is to construct a Trash Dumpster Enclosure pad east of Stickney Lane within the
approximate footprint of an existing building. The enclosure will be used to contain 2-3 dumpsters and provide
access for trash collection vehicles.
This project within this Scope of Work consists of design, South Florida Water Management permitting, contractor
coordination and construction phase services associated with the construction of the trash dumpster enclosure
(see Figure 1). Project components include demolition of an existing building, relocation of existing electrical service
currently located on the building to be demolished, new concrete trash dumpster pad and three concrete walls to
enclose the facility. Coordination with local electrical officials will occur to ensure relocated electrical service meets
all applicable code requirements.
Figure 1
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Key West International Airport
Additional Fuel Tank Containment Pad McFarland Johnson
Design—Scope of Services
PSO 2022-02
SCOPE OF WORK
The CONSULTANT (McFarland-Johnson, Inc.) will provide the following professional services under this scope of
work as related to the above-described project: topographic/physical features survey, geotechnical investigation,
preliminary and final design, specifications, contractor coordination, opinion of probable construction cost and
construction phase services.
The project will be completed by Monroe County(COUNTY). The COUNTY shall be responsible for the final decisions
regarding programming,costs,and plan details.
1. Administration/Project Management
The following items of work shall be completed under the Administration/Project Management task:
A. Coordination with the AIRPORT staff and utility company personnel regarding owned and/or
operated facilities that may be impacted by the project.
B. New topographical survey and geotechnical investigation within the project limits.
C. Submission of construction documents and a building permit application to the COUNTY,
allowing the contractor to obtain a building permit upon contract award.
D. Virtually attend up to two (2) meetings with the AIRPORT and/or Monroe County planning and
building department representatives to facilitate coordination and project reviews.
2. Preliminary Design(50%)
A. Submit Site Plan Approval Application including conceptual typical sections and plans of the Trash
Dumpster Enclosure Pad to the COUNTY for preliminary review.
B. Based upon the Conceptual Design the CONSULTANT will further develop the conceptual Trash
Dumpster Enclosure Pad layout,typical sections, profile,drainage, and grading.
C. Prepare preliminary plans and details based upon site plan submission requirements from Monroe
County Building Department and information gathered to date. The information to be included will
be:
• Cover Sheet
• General Notes and Quantities Tables
• Construction Phasing/Erosion Control Plans and Notes
• Demolition Plans
• Typical Pavement Sections
• Grading and Drainage Plans
• Wall Sections and Details
• Drainage and ESC Details
Key West International Airport
Trash Dumpter Enclosure Pad McFarland Johnson
Design—Scope of Services 2
PSO 2022-02
• Miscellaneous Details&Tables
D. Prepare a Draft Stormwater Pollution Prevention Plan and submit to AIRPORT and COUNTY for
review/approval.
E. Prepare preliminary set of specifications (project manual). FDOT specifications will be utilized
for all work. When special specifications are required,they will be prepared in the same format
as the other technical specifications and will be assigned an individual identifier that
distinguishes them from the standard specifications.
F. Prepare a Preliminary Engineer's Opinion of Probable Costs for each major element in the
project. This estimate will be compared to the AIRPOORT's budget to determine if portions of
the bid plans should be revised/modified to bring the project within the current budget.
G. Submit preliminary plans and specifications to the COUNTY AND AIRPORT for review.
H. Meet with AIRPORT staff to discuss review comments from the AIRPORT and other local
government departments and boards.
3. Final Design(100%)
A. Submit a 95%set of plans and specifications to the AIRPORT for review.
B. After receipt of 95% set review comments from the AIRPORT, complete the drawings and
specifications for contractor coordination.
C. Prepare final quantity take-offs from the various design documents, by type of material and FDOT
Specification identifier. An updated opinion of probable construction costs will be generated and
compared with the available budget for the project.
D. Prepare a construction package to reflect the specific requirements of the COUNTY.
E. Obtain permits, as required, to allow construction of the project. At this time, the anticipated
permits required for this project are as follows:
• Site Plan approval from the COUNTY for the proposed improvements to the site.
• Stormwater Pollution Prevention Plan approvals from the COUNTY, FDEP and SFWMD as
appropriate.
F. Attend a final project meeting with AIRPORT staff to review the final construction documents
and determine the project bidding schedule.
4. Environmental Permit Coordination and Preparation
A. It is anticipated that the project site will be exempt from a SFWMD permit based on exemption
criteria 62-330.51 (4)c, F.A.C. Minor Roadway Safety Construction. Alteration, Maintenance and
Operation. A Prepare and submit SFWMD permit application. Therefore, Environmental
Key West International Airport
Trash Dumpter Enclosure Pad McFarland Johnson
Design—Scope of Services 3 0
PSO 2022-02
Permitting and Preparing is not included.
DESIGN ASSUMPTIONS
The following assumptions form the basis of this scope of work. Any changes to the following assumptions will be
considered and change in project scope and may require a change in the project budget:
• Construction contract will be issued through a change order under.
• Application, review and permit fees will be the responsibility of the AIRPORT.
PROPOSED SCHEDULE OF COMPLETION
The CONSULTANT agrees to complete the work under this phase of the Agreement in a manner satisfactory to the
SPONSOR within 3 months from NTP to construction documents after receiving an executed copy of this contract
from the SPONSOR accompanied by a resolution from its governing body authorizing said execution or within such
extended periods as agreed to by the SPONSOR.The schedule breakdown is shown below:
• Notice to Proceed:
• Survey and Geotechnical Investigation NTP +3 weeks
• Preliminary Design (2 weeks): NTP +5 weeks
• Preliminary Review and Mtg (1 weeks): NTP +6 weeks
• Final Design (2 weeks): NTP +8 weeks
• Final Review and Mtg (1 weeks): NTP +9 weeks
• Address final review comments (1 week): NTP + 10 weeks
End Scope of Work
Key West International Airport
Trash Dumpter Enclosure Pad McFarland Johnson
Design—Scope of Services 4
Key West International Airprot-Trash Dumpster Enclosure Pad
Monroe County
March 2022
FEE SUMMARY "'A
A McFarland Johnson
DESIGN/PLANNING
SERVICES
1. DIRECT TECHNICAL LABOR $31,756.00
2. DIRECT EXPENSES
3. SUBCONSULTANT COSTS $15,762.98
TSF Geo. $9,558
Javier E. Bidot Associates $6,205
4. TOTAL FEE ESTIMATE $47,518.98
5. TOTAL LUMP SUM FEE FOR ALL SERVICES IF$47,519
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February 22, 2022
McFarland Johnson
1111 Park Centre Blvd, Suite 202
Miami, FL 33169
Attn: Mr. Robert Overby, Aviation Design Manager
email: roverb &_ miinc.com
Re: Proposal for Geotechnical Services
Key West International Airport—Dumpster Pad
TSF Proposal No.: 2202-121
Dear Robert:
As requested, Tierra South Florida, Inc. (TSF) is pleased to submit this proposal for the above-
referenced project. Based on information provided by McFarland-Johnson, proposed construction
will consist of dumpster pad, with block walls with foundations into the limestone to prevent
overturning.
PROPOSED SCOPE OF WORK
Our scope of work will consist of:
• Two (2) Standard Penetration Test(SPT)borings to a depth of 25 feet.
• Laboratory Testing of soil samples recovered from SPTs.
• A report will be issued that contains the exploration data, geotechnical recommendations
for foundation design, and a discussion of some construction considerations.
Prior to drilling at the project site, TSF will notify the local utility companies and request that
underground utilities be marked. Our experience, however, is that the utility companies will not
mark privately owned utilities. Locating utilities on the air side will be the clients/Airport's
responsibility. Our proposal assumes that utility lines on the air side will need be located in
the field by others prior to mobilization of the drill rig. TSF will recommend a utility line
locating service upon request. We believe that significant coordination will likely be required to
perform the field operations. This proposal is based on the assumption that 1) all boring
locations are open and accessible to a truck mounted drill rig.
2765 Vista Parkway,!quite 10 e west Palm Beach,Florida 33411
561-687-8536*www.P'�FGeo.ccaaua
State of h1orida Professional Engineers License#28073
McFarland-Johnson,Inc.
TSF Proposal: 2202-121
Page 2
ESTIMATED FEES
It is proposed that the fee for the performance of the services outlined above is determined on a
unit price basis in accordance with the attached Fee Schedule and that the work be performed
pursuant to TSF's General Conditions enclosed herewith and incorporated into this proposal. On
the basis of the proposed quantities, it is estimated that the total fee will be approximately
$9,557.50.
Our estimate covers the work needed to present the results. Not included are post design services
such as reviews of drawings, preparation of construction specifications, special conferences, and
RFI's.
SCHEDULE AND AUTHORIZATION
TSF will proceed with the work after receipt of a signed copy of this proposal. With our present
schedule, we can commence work within several days of project approval (weather permitting)
and fieldwork is expected take about 8 to 9 days to complete. The report can be submitted in about
four weeks after completion of the field work.
We at TSF appreciate the opportunity to submit this proposal and look forward to working with
you on this project. If you should have any questions concerning our proposal,please contact our
office.
Respectfully submitted,
TIERRA SOUTHTLORIDA,INC.
Harmon C. Bennett, P.E. Ramakumar Vedula,"P.E.
Principal Engineer Principal Engineer
Attachments: 1. TSF General Conditions
2. Fee Estimate
3. Boring Location Plan
McFarland-Johnson,Inc.
TSF Proposal: 2202-121
Page 3
AUTHORIZED BY: INVOICE TO:
Name: Firm:
'Title: Name:
Tate: Address:
Phone :
McFarland-Johnson,Inc.
TSF Proposal: 2202-121
Page 4
Unit #of Units Unit Price Total
I. FIELD INVESTIGATION
Mobilization of Men and Equipment
Truck-Mounted Equipment LS 1 $ 350.00 $ 350.00
Specialized ATV/Mudbug LS 0 $ 720.00 $ 0.00
Support Vehicle DAY 2 $ 150.00 $ 300.00
Standard Penetration Test Borings
(By Truck-Mounted Equipment)
Land: 0-50ftdepth L.F. 50 $ 18.00 $ 900.00
50-100 ft depth L.F. 0 $ 20.00 $ 0.00
Grout-Seal Boreholes
(By Truck-Mounted Equipment)
Land: 0-50ftdepth L.F. 50 $ 6.75 $ 337.50
50-100 ft depth L.F. 0 $ 8.00 $ 0.00
Casing
(By Truck-Mounted Equipment)
Land: 0-50ftdepth L.F. 50 $ 9.00 $ 450.00
50-100 ft depth L.F. 0 $ 10.00 $ 0.00
Auger Borings L.F. 0 $ 12.00 $ 0.00
Double Ring Infiltration Test Test 0 $ 500.00 $ 0.00
Field Permeability Tests Test 0 $ 850.00 $ 0.00
Pavement Cores,Asphalt Each 0 $ 225.00 $ 0.00
Pavement Core Equipment day 0 $ 400.00 $ 0.00
DCP Each 0 $ 700.00 $ 0.00
II. LABORATORY TESTING
Visual Examination/Stratify Per Hour 2 $ 100.00 $ 200.00
Natural Moisture Content Tests Test 2 $ 10.00 $ 20.00
Grain-Size Analysis-Full Gradation Test 2 $ 65.00 $ 130.00
Grain-Size Analysis-Single Sieve Test 0 $ 35.00 $ 0.00
Organic Content Tests Test 1 $ 35.00 $ 35.00
Atterberg Limit Tests Test 0 $ 75.00 $ 0.00
Liquid Limit Tests(Only) Test 0 $ 52.00 $ 0.00
Plastic Limit Tests(Only) Test 0 $ 33.50 $ 0.00
Laboratory CBR+Sampling Test 0 $ 700.00 $ 0.00
Grain-Size with Hydrometer Test 0 $ 115.00 $ 0.00
Proctor Test a) Modified Test 0 $ 108.00 $ 0.00
b)Standard Test 0 $ 102.00 $ 0.00
Bitumen Extraction Test 0 $ 150.00 $ 0.00
Bitumen Gradation Test 0 $ 150.00 $ 0.00
III ENGINEERING/COORDINATION/MANAGEMENT
Project Manager Hour 1 $ 185.00 $ 185.00
Principal Engineer Hour 2 $ 165.00 $ 330.00
Senior Engineer Hour 4 $ 130.00 $ 520.00
Project Engineer Hour 8 $ 100.00 $ 800.00
Senior Technician Hour 20 $ 85.00 $ 1,700.00
CADD Hour 4 $ 75.00 $ 300.00
Badging/training Hour 0 $ 65.00 $ 0.00
IV. Travel,Hotel,per-diem LS 1 $ 3000.00 $ 3,000.00
$ 9,557.50
McFarland-Johnson,Inc.
TSF Proposal: 2202-121
Page 5
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JAVIER E . BIDOT & ASSOCIATES , CORP.
LAND SURVEYORS CONSULTANTS
February 22, 2022.
Mr. Robert Overly, PE
Aviation Design Manager
McFarland Johnson
49 Court Street
Suite 240
Binghamton, NY 13901
Re: Proposal for Supplementary Survey Task-Topographic and Utility Location
and Identification Survey (including SUE) for the Garbage Station
Reconstruction Project, Key West International Airport(EYW), Monroe County,
Florida.
Gentlemen,
Let me thank you at the outset for considering us an option for quality surveying services.
The present is in response to your request for supplementary professional surveying and
utility designation services in support of the engineering design for the reconstruction of
the garbage station at the Key West International Airport (EYW). The location of the
work is schematically shown on Figure 1, below.
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Figure 1.Project Location(RFP image).
2385 NW Executive Center Dr.,Suite 100,Boca Raton,FL 33431-(561)962-2851
W WW.JEBPR.COM
—2— February 23,2022
I. Statement of Work
A. Technical Specifications
Technical specifications of survey work and deliverables will be in
conformance with the specifications of original task order.
B. Work will consist of the existing conditions, topographic and utility location
and identification surveys within the location outlined in Figure 1.
C. Exclusions and Exceptions —
• Any work not specifically outlined above.
• Filing of any non-survey environmental or city documentation.
• Boundary Surveys.
• Construction layout.
• Any excavation / dewatering.
• Right of entry coordination.
• Confined space or HAZMAT work.
D. Deliverables — Deliverables will consist of the following:
Up to 6 signed and sealed plots, and digital files in AutoCad and .PDF
formats of revised survey drawings.
II. Schedule
Mobilization for this task shall occur within 10 working days from NTP. Survey
deliverables shall be submitted within 10 days from mobilization. Earliest
mobilization for an NTP on or before March 3, 2022.
Final deliverables will be submitted within 5 working days from receiving client
comments.
III. Fees
Fees for this task are, as a lump sum, $ 6,205.48.
2385 NW Executive Center Dr.,Suite 100,Boca Raton,FL 33431-(561)962-2851
W WW.JEBPR.COM
—3— February 23,2022
IV. General Conditions and Important Notes:
1. Our proposal is based on a maximum PPE level D (hard hat, boots,
reflective vest, eye ear and hand protection) when necessary.
2. Our proposal is based on our present liability insurance limits.
3. This proposal is valid for 30 days.
4. Payment terms, 45 days.
I'm available to meet with you at your convenience to discuss the terms disclosed herein
or any related matter.
Cordially,
Ja 13 dot, PSM
Principal
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enclosures
2385 NW Executive Center Dr.,Suite 100,Boca Raton,FL 33431-(561)962-2851
W WW.JEBPR.COM
—4— February 23,2022
Standard Enclosure No.1 - Subsurface Utility Survey
The American Society of Civil Engineers has defined the discipline of Subsurface
Utility Engineering as the management of risks and databases pertaining to the
utility and underground asset mapping at various Quality Levels, among other
technical parameters.
The following is the list of existing Quality Levels for the diverse utility mapping
tasks possible under this discipline:
Quality Level D—Typically referred to as the research and consultation of
the diverse sources of records and maps and reporting them to the project
owner or Engineer.
Quality Level C — This level adds the survey of the assets based on the
above ground evidence. This includes the location of poles, manholes,
hydrants, etc, graphically represented in the context of existing records.
Quality Level B—This level adds to the record research and land
survey, the designation of underground assets by means of
diverse forms of induction, including but not limited to sound and
electromagnetic induction, around penetrating radar, etcetera.
Quality Level A — This level of survey adds the physical uncovering of
assets for verification by various means including but not limited to hand
excavation, vacuum excavation and others.This level provides the highest
level of accuracy and is the most expensive modality of utility surveys
The present task is proposed to Quality Level B accuracy. The
result of the subsurface survey findings will be included in the project
deliverables.
Client to provide all historic information on site assets.
Limitations and Disclaimer — Subsurface Utility Surveys (SUS/SUE) bring a
significant benefit to asset owners, contractors and other entities in the manner
they point out existing underground assets to be conserved. SUS/SUE activities
rely on the interpretation of an instrument generated signal in order to designate
an asset. Signals are affected by soils type, humidity, contamination and the
proximity of other assets to the subject and locations with the effect of degrading
the accuracy of the asset position.
While it has been established that quality level D, C and B SUS/SUE studies render
a return to investment ratio better than 10 to 1, there is no substitute to non-
destructive excavation to accurately determine the location and depth of
underground assets. Therefore, client shall perform its excavation with
workmanlike methods and extreme care in the vicinity of survey marks, and
assume any contingent, direct and indirect liabilities as owner of the excavation.
2385 NW Executive Center Dr.,Suite 100,Boca Raton,FL 33431-(561)962-2851
www.JEBPR.COM