Resolution 2024-33241 RESOLUTION NO. 2024-33241
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE
CITY MANAGER TO APPROVE THE MACARTHUR CAUSEWAY WATER
MAIN UPSIZING PROJECT, AS A NEW TASK UNDER THE AGREEMENT
PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) 2022-122-ND,
ENTERED INTO FOR ENGINEERING SERVICES FOR WATER AND
WASTEWATER SYSTEM PROJECTS BETWEEN THE CITY AND HAZEN AND
SAWYER, P.C.; AND AUTHORIZING THE TASK ORDER TO COMPLETE THE
ENGINEERING AND CONSULTING SERVICES REQUIRED FOR THE
REPLACEMENT OF APPROXIMATELY 9,200 LINEAR FEET OF AGING
WATER MAIN INFRASTRUCTURE FROM THE MIAMI-DADE COUNTY WATER
AND SEWER DEPARTMENT WATER METER ON WATSON ISLAND TO THE
TERMINAL ISLE WATER BOOSTER STATION IN THE NOT TO EXCEED
PROJECT AMOUNT OF $926,078.00.
WHEREAS, On March 18, 2020, the Mayor and City Commission accepted the
recommendation of the Finance and Economic Resiliency Committee at its February 28, 2020
meeting, accepting the Five-year Critical Needs Capital Plan for the City's water and wastewater
system, and to commence a rate study of the water and wastewater utility to determine financial
capacity for the water and wastewater work, via Resolution 2020-31211; and
WHEREAS, on January 20, 2022, the Mayor and City Commission approved a Request For
Qualifications (RFQ) 2022-122-ND, for engineering services for water and wastewater system
projects; and
WHEREAS, on June 22, 2022, the City Commission approved a request to enter into
negotiations with Hazen and Sawyer, P.C., ("Hazen and Sawyer"), the top ranked proposer, and
A&P Consulting Transportation Engineers Corp ("A & P Consulting"), the second ranked proposer
on April 28, 2023 via City Commission approval), and to execute an agreement upon conclusion of
successful negotiations with the Administration, via Resolution No. 2022-32175; and
WHEREAS, subsequently, the contract was assigned from A&P Consulting to CHA
Consulting, Inc. ("CHA Consulting"); and
WHEREAS, on February 8, 2023,the City and Hazen and Sawyer entered into an Agreement
for engineering services for water and wastewater system projects, having an initial term of three (3)
years, with two (2) one-year renewal terms; and
WHEREAS, the MacArthur Causeway Water Main Upsizing Project is a priority water
infrastructure project in Miami Beach and is intended to design the replacement of aging water
infrastructure, to ensure safety and reliability of the City's water system, in accordance with the City
of Miami Beach 2019 Water System Master Plan (Master Plan); and
WHEREAS, the existing water main is eighty-six years old, one of the oldest in the City, and
one of five water supply interconnections with the Miami-Dade Water and Sewer Department; and
WHEREAS, this water main supplies water to the Venetian Islands, Palm Island, Hibiscus
Island, Star Island, and Terminal Isle Water Booster, which transmits water into South Beach; and
WHEREAS, the objective of this project is to avoid the failure of one of the City's most critical
sections of water infrastructure and improve water pressure for water services located upstream of
the water booster, including the Venetian Islands, Palm Island, and Hibiscus Island; and
WHEREAS, the City has conducted several citywide studies to identify improvements
needed throughout the City's infrastructure; and
WHEREAS, the Master Plan identified the need for the southern MacArthur Causeway 20-
inch Water main to be upsized to a new 30-inch water main and recommended that the project be
implemented within the year 2020—2025 timeframe; and
WHEREAS, the Master Plan determined that most sections of the existing MacArthur
Causeway 20-inch water main have a high consequence of failure (CoF), a composite score
calculated for each water main segment based on the potential health and social consequences of
pipeline failure, in consideration of the amount of flow, land use type, and proximity to major roads;
and
WHEREAS, this same plan identified probability of failure (PoF) factors in all water main
sections determined by remaining useful life. Most sections of the existing 20-inch MacArthur
Causeway water main were classified as having a high PoF; and
WHEREAS, the combination of a high PoF and CoF due leads to the prioritization of this
water main replacement project as part of the 5-Year Water and Sewer Critical Needs Plan; and
WHEREAS, pursuant to RFQ 2022-122-ND, the City requested a proposal from Hazen and
Sawyer for this project; and
WHEREAS, Hazen and Sawyer provided the City a proposal to conduct the preliminary data
gathering/preparation, design drawings, specification development, permitting, and post-design
support services under executed agreement No. 2022-122-01 for Engineering Services for Water
and Wastewater System Projects; and
WHEREAS, under the proposal, this task order will (1) conduct necessary preliminary data
gathering, surveying, and initial engineering to verify utilities and confirm the accuracy of existing
information to determine if additional information is needed, (2) prepare drawings and specifications
for the installation of the proposed MacArthur Causeway Water main, which includes all necessary
information to accommodate the proposed Civil improvements, (3) develop the required permit
application packages to obtain the permits/regulatory approvals/reviews of Florida Department of
Health and Florida Department of Transportation, and (4) perform the post-design and construction
support services of preparing a conformed set of drawings during the bidding process, attending a
pre-bid meeting, responding to Requests for Information with necessary addenda during the bidding
and construction process, reviewing shop drawings, and assisting with project close-out and final
certification; and
WHEREAS, the basic services to be performed by Hazen and Sawyer are in accordance with
the contract rates for a total amount of$811,448; and
WHEREAS, additionally, Hazen and Sawyer is requesting approval to hire Langan
Engineering & Environmental Services, Inc., an approved subconsultant, to perform geotechnical
engineering services at a lump sum of$24,000, and not per the contract hourly rates; and
WHEREAS, additionally, Hazen and Sawyer is requesting approval to hire Keith and
Associates, Inc., to perform topographic survey services and subsurface utility engineering_services
at a'total cost of$90,630; and
WHEREAS, the Public Works Department has reviewed and confirmed that the required
ancillary services are fair and reasonable; and
WHEREAS; the Administration recommends(1)the addition of Keith.and Associates, Inc. as
a new subconsultant, pursuant to the authority established in Section 2.19 of the Agreement; (2)the
approval of.the. ancillary services proposed by Hazen and Sawyer's new subconsultant, Keith and
Associates, Inc; and (3)-the approval of the project amount proposed by Langan Engineering and
Environmental Services, Inc., pursuant to the authority established in Section 2-369'of the City Code
for purchases below the formal bid threshold for construction-related services; and
WHEREAS, once completed, this project will significantly improve the reliability of the City's
Water Supply System, by replacing and upsizing the critical MacArthur Causeway Water Main,which
is one of five interconnections with Miami-Dade County. This replacement project will improve the
reliability of the City's infrastructure, ensure public health, and ensure public safety.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept
the recommendation of the City Manager to approve the Macarthur Causeway Water Main Upsizing
project, as a new task under the agreement pursuant to Request for Qualifications (RFQ) 2022-122-
ND, entered.into for engineering services for water and wastewater system projects between the City
and Hazen and Sawyer, P.C.; 'and authorize the task :order to complete the engineering and
consulting services required for the replacement of approximately 9,200 linear feet of aging water
main infrastructure from the Miami-Dade County Water and Sewer Department, water meter on
Watson Island to the terminal isle water booster station in the not to exceed project amount of
$926,078.00.
PASSED AND ADOPTED this /1 day of Cipkiv6r2024.
ATTEST:
$E� 2024 Steven.Meiner, Mayor
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Rafael E. Granado;.Secretary = ®`
INCORPORATED,• APPROVED AS TO
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City Attorney god Date
Resolutions -C7 Q
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Eric Carpenter, City Manager
DATE: September 11, 2024
TITLE: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY
MANAGER TO APPROVE THE MACARTHUR CAUSEWAY WATER MAIN
UPSIZING PROJECT, AS A NEW TASK UNDER THE AGREEMENT PURSUANT
TO REQUEST FOR QUALIFICATIONS (RFQ)2022-122-ND, ENTERED INTO FOR
ENGINEERING SERVICES FOR WATER AND WASTEWATER SYSTEM
PROJECTS BETWEEN THE CITY AND HAZEN AND SAWYER, P.C.; AND
AUTHORIZING THE TASK ORDER TO COMPLETE THE ENGINEERING AND
CONSULTING SERVICES REQUIRED FOR THE REPLACEMENT OF
APPROXIMATELY 9,200 LINEAR FEET OF AGING WATER MAIN
INFRASTRUCTURE FROM THE MIAMI-DADE COUNTY WATER AND SEWER
DEPARTMENT WATER METER ON WATSON ISLAND TO THE TERMINAL ISLE
WATER BOOSTER STATION IN THE NOT TO EXCEED PROJECT AMOUNT OF
$926,078.00.
RECOMMENDATION
The Administration recommends approving the Resolution.
BACKGROUND/HISTORY
On March 18, 2020, the Mayor and City Commission (City Commission) accepted the
recommendation of the Finance and Economic Resiliency Committee (FERC) at its
February 28, 2020 meeting, accepting the Five-year Critical Needs Capital Plan for the
City's water and wastewater system and to commence a rate study of the water and
wastewater utility to determine financial capacity for the water and wastewater
improvements, via Resolution 2020-31211.
On January 20, 2022 the City Commission approved Request For Qualifications (RFQ)
2022-122-ND, for engineering services for water and wastewater system projects.
On June 22, 2022, the City Commission approved, via Resolution No. 2022-32175, a
request to enter into negotiations with Hazen and Sawyer, P.C., ("Hazen and Sawyer")
the top ranked proposer and A&P Consulting Transportation Engineers Corp ("A & P
Consulting"), the second ranked proposer (subsequently the contract was reassigned
from A&P Consulting to CHA Consulting, Inc. ("CHA Consulting") on April 28, 2023 via
City Commission approval), and to execute an agreement upon conclusion of successful
negotiations with the Administration.
On February 8, 2023, the City and Hazen and Sawyer entered into an agreement for
engineering services for water and wastewater system projects, having an initial term of
three (3) years, with two (2) one-year renewal terms.
Page 408 of 1377
ANALYSIS
The MacArthur Causeway water main upsizing project is a priority water infrastructure
project in Miami Beach. Its intent is to design the replacement of aging water
infrastructure, to ensure safety and reliability of the City's water system, in accordance
with the City of Miami Beach 2019 Water System Master Plan (Master Plan).
The existing water main is eighty-six years old, one of the oldest in the City, and one of
five water supply interconnections with the Miami-Dade Water and Sewer Department.
This water main supplies water to the Venetian Islands, Palm Island, Hibiscus Island, Star
Island, and the Terminal Isle water booster station, which transmits water into South
Beach. The objective of this project is to avoid the failure of one of the City's most critical
sections of water infrastructure and improve water pressure for water services located
upstream of the water booster, including the Venetian Island, Palm Island, and Hibiscus
Island.
The City has conducted several citywide studies to identify improvements needed
throughout the City's infrastructure. The Master Plan identified the need for the southern
MacArthur Causeway 20-inch water main to be upsized to a new 30-inch water main and
recommended that the project be implemented within the year 2020 —2025 timeframe.
The Master Plan determined that most sections of the existing MacArthur Causeway 20-
inch water main have a high consequence of failure (CoF), a composite score calculated
for each water main segment based on the potential health and social consequences of
pipeline failure, in consideration of the amount of flow, land use type, and proximity to
major roads.
This same plan identified probability of failure (PoF) factors in all water main sections
determined by remaining useful life. Most sections of the existing 20-inch MacArthur
Causeway water main were classified as having a high PoF. The combination of a high
PoF and CoF leads to the prioritization of this water main replacement project as part of
the 5-Year Water and Sewer Critical Needs Plan.
Pursuant to RFQ 2022-122-ND, the City requested a proposal from Hazen and Sawyer
for this project.
Hazen and Sawyer provided the City a proposal to conduct the preliminary data
gathering/preparation, design drawings, specification development, permitting, and post-
design support services under executed agreement No. 2022-122-01 for engineering
services for water and wastewater system projects.
Under the proposal, this task order will; (1)conduct necessary preliminary data gathering,
surveying, and initial engineering to verify utilities and confirm the accuracy of existing
information to determine if additional information is needed; (2) prepare drawings and
specifications for the installation of the proposed MacArthur Causeway water main, which
includes all necessary information to accommodate the proposed civil improvements; (3)
Page 409 of 1377
develop the required permit application packages to obtain the permits/regulatory
approvals/reviews of Florida Department of Health and Florida Department of
Transportation; and (4) perform the post-design and construction support services of
preparing a conformed set of drawings during the bidding process, attending a pre-bid
meeting, responding to Requests for Information with necessary addenda during the
bidding and construction process, reviewing shop drawings, and assisting with project
close-out and final certification.
The basic services to be performed by Hazen and Sawyer are in accordance with the
contract rate in the amount of$811,448. Hazen and Sawyer is requesting approval to hire
Langan Engineering & Environmental Services, Inc., an approved subconsultant, to
perform geotechnical engineering services at a lump sum of $24,000, and not per the
contract hourly rates. Additionally, Hazen and Sawyer is requesting approval to hire Keith
and Associates, Inc. to perform topographic survey services and subsurface utility
engineering services at the amount of $90,630. The total amount for design services is
$926,078.00. Public Works has reviewed and confirmed that the required ancillary
services are fair and reasonable.
The Administration will be; (1) adding Keith and Associates, Inc. as a new subconsultant,
pursuant to the authority established in Section 2.19 of the agreement; (2) approving
Hazen and Sawyer's subconsultants Langan Engineering & Environmental Services, Inc.,
and Keith and Associates, Inc., pursuant to the authority established in Section 2-369 of
the City Code for purchases below the formal bid threshold for construction-related
services.
Once completed, this project will significantly improve the reliability of the City's water
supply system, by replacing and upsizing the critical MacArthur Causeway water main,
which is one of five interconnections with Miami-Dade County. This replacement project
will improve the reliability of the City's infrastructure, ensure public health, and ensure
public safety.
FISCAL IMPACT STATEMENT
Account Code: 418-0815-061357-29-418-561-00-00-00-28520
The total project budget for design services is $926,078.00. This project will provide a
cost estimate for the proposed infrastructure improvements throughout design.
Construction is estimated to cost $16 million -$19 million.
This project is funded by the City's Five-Year Water and Sewer Critical Needs Capital
Improvement Plan.
CONCLUSION
The approximate 9,200 linear feet of the 86-year-old MacArthur Causeway's 20-inch
Water Main is a critical asset of the City's water infrastructure. It supplies water from the
Miami-Dade County water meter at Watson Island to the water booster station at Terminal
Isle, and subsequently to South Beach (for potable water consumption and for life safety
Page 410 of 1377
fire supply). Its replacement and upsizing is a high priority project as part of the adopted
Water and Sewer Critical Needs from the 2019 Master Plan.
In order for the City to advance the replacement of the MacArthur Causeway's water main
upsizing project, the Administration recommends that the Mayor and City Commission
adopt the Resolution approving the Task Order with Hazen and Sawyer.
Applicable Area
South Beach
Is this a"Residents Right to Know" item, Is this item related to a G.O. Bond
pursuant to City Code Section 2-17? Project?
Yes No
Department
Public Works
Click or tap here to enter text.
Condensed Title
Approve MacArthur CSWY Water Main Upsizing Project, RFQ 2022-122-ND. PW
Page 411 of 1377
RESOLUTION NO. 2022-32175
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE
CITY MANAGER, PERTAINING TO REQUEST FOR QUALIFICATIONS NO.
2022-122-ND, FOR ENGINEERING SERVICES FOR WATER AND
WASTEWATER SYSTEMS PROJECTS; AUTHORIZING THE
ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH HAZEN AND
SAWYER, P.C., THE TOP-RANKED PROPOSER, AND A & P CONSULTING
TRANSPORTATION ENGINEERS CORP., THE SECOND-RANKED
PROPOSER, TO SERVE AS CO-PRIMARY CONSULTANTS; FURTHER,
ESTABLISHING A POOL OF PRE-QUALIFIED CONSULTANTS FOR SPECIFIC
TASKS RELATING TO WATER AND WASTEWATER PROJECTS ON AN AS-
NEEDED BASIS; WITH RESPECT TO THE PRE-QUALIFIED CONSULTANT
POOL, AUTHORIZING THE ADMINISTRATION TO ENTER INTO
NEGOTIATIONS WITH ARDURRA GROUP, INC., AS THE THIRD-RANKED
PROPOSER; KIMLEY-HORN AND ASSOCIATES, INC., AS THE FOURTH-
RANKED PROPOSER; 300 ENGINEERING GROUP, P.A., AS THE FIFTH-
RANKED PROPOSER; NOVA CONSULTING, AND STANTEC CONSULTING
SERVICES, INC,AS THE TIED SIXTH-RANKED PROPOSERS; CHEN MOORE
AND ASSOCIATES, INC., AS THE EIGHTH RANKED PROPOSER; AND
AECOM TECHNICAL SERVICES, INC.,AS THE NINTH RANKED PROPOSER;
AND FURTHER AUTHORIZING THE CITY MANAGER AND CITY CLERK TO
EXECUTE AN AGREEMENT UPON CONCLUSION OF SUCCESSFUL
NEGOTIATIONS BY THE ADMINISTRATION.
WHEREAS, on January 20, 2022, the Mayor and City Commission authorized the
issuance of Request for Qualifications (RFQ) 2022-122-ND for Engineering Services for Water
and Wastewater Systems Projects; and
WHEREAS, on January 28, 2022, the RFQ 2021-3122-ND for Engineering Services for
Water and Wastewater Systems Projects(the'RFQ")was issued;and
WHEREAS, a voluntary pre-proposal meeting was held on February 10, 2022;and
WHEREAS,on March 25, 2022, the City received a total of 19 proposals; and
WHEREAS, on February 24, 2022, the City Manager, via Letter to Commission No. 073-
2022, appointed an Evaluation Committee consisting of t: Mariana Evora, Assistant Director of
Infrastructure, Public Works Department; Giancarlo Pena, Assistant City Engineer, Public Works
Department;and Luis Soto, Senior Principal Engineer, Public Works Department; and
WHEREAS, the Evaluation Committee convened on April 11, 2021, to review and score
the proposals; and
WHEREAS, the Evaluation Committee received an overview of the project, information
relative to the City's Cone of Silence Ordinance and the Government Sunshine Law, general
information on the scope of services and a copy of each proposal; and
WHEREAS, the Evaluation Committee was instructed to score and rank each proposal
pursuant to the evaluation criteria established in the RFQ; and
Page 32 of 1232
Page 412 of 1377
•
WHEREAS, the Evaluation Committee process resulted in the ranking of proposers as
follows: Hazen and Sawyer, P.C., as the top-ranked proposer; A & P Consulting Transportation
• Engineers Corp., as the second-ranked proposer; Ardurra Group, Inc., as the third-ranked
proposer; Kimley-Hom and Associates, Inc., as the fourth-ranked proposer; 300 Engineering
Group, P.A.,as the fifth-ranked proposer, Nova Consulting and Stantec Consulting Services, inc.,
as the tied sixth-ranked proposers; Chen Moore and Associates, inc., as the eighth-ranked
proposer, .and AECOM Technical Services, Inc., as the ninth-ranked proposer; and
WHEREAS, after reviewing all of the submissions and the Evaluation Committee's
rankings and analysis,the City Manager concurs with the Evaluation Committee and recommends
that the Mayor and City Commission authorize the Administration to enter into negotiations with
Hazen and Sawyer, P.C., the top-ranked proposer, and A & P Consulting Transportation
Engineers Corp.; as the second-ranked proposer, to serve as co-primary consultants; further,
establishing a pool of pre-qualified consultants for specific tasks relating to water and wastewater
projects,on an as-needed basis,and with respect to the pre-qualified consultant pool, authorizing
the Administration to enter into negotiations with Ardurra Group, inc., as the third-ranked
proposer; Kimley-Hom and Associates, Inc., as the fourth-ranked proposer; 300 Engineering
Group, P.A., as the fifth-ranked proposer; Nova Consulting, and Stantec Consulting Services,
Inc., as the tied sixth-ranked proposers; Chen Moore and Associates, Inc., as the eight-ranked
proposer; and AECOM Technical Services, Inc., as the ninth-ranked proposer; and further
authorizing the City Manager and City Clerk to execute an agreement upon conclusion of
successful negotiations by the Administration .
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMi BEACH, FLORIDA, that the Mayor and City
Commission hereby accept the recommendation of the City Manager, pursuant to Request For
Qualifications No. 2022-122-ND for Engineering Services for Water and Wastewater Systems
Projects,authorize the Administration to enter into negotiations with Hazen and Sawyer, P.C.,the
top-ranked proposer, and A & P Consulting Transportation Engineers Corp.; as the second-
ranked proposer, to serve as co-primary consultants; further, establish a pool of pre-qualified
consultants for specific tasks relating to water and wastewater projects, on an as-needed basis;
with respect to the pre-qualified consultant pool, authorize the Administration to enter into
negotiations with Ardurra Group, Inc., as the third-ranked proposer; Kimley-Horn and Associates,
Inc., as the fourth-ranked proposer; 300 Engineering Group, P.A., as the fifth-ranked proposer;
Nova Consulting,and Stantec Consulting Services,Inc.,as the tied sixth-ranked proposers; Chen
Moore and Associates, Inc.,as the eighth-ranked proposer;and AECOM Technical Services, Inc.,
as the ninth-ranked proposer; and further authorize the City Manager and City Clerk to execute
an agreement upon conclusion of successful negotiations by the Administration and the City
Attorney's Office.
PASSED AND ADOPTED this °?''t day of 7uae 2022.
ATTEST:
JUN 2 3 2022
RAFAEL E.GRANADO, CITY CLERK DAN GELBER, MAYOR
APPROVED AS TO
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Page 413 of 1377
Competitive Bid Reports-C2 A
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Aline T. Hudak, City Manager
DATE: June 22,2022
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
• OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF
THE CITY MANAGER, PERTAINING TO REQUEST FOR QUALIFICATIONS
NO. 2022-122-ND, FOR ENGINEERING SERVICES FOR WATER AND
WASTEWATER SYSTEMS PROJECTS; AUTHORIZING • THE
ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH HAZEN AND
SAWYER, P.C., THE TOP-RANKED PROPOSER, AND A & P CONSULTING
TRANSPORTATION ENGINEERS CORP., THE SECOND-RANKED
PROPOSER, TO SERVE AS CO-PRIMARY CONSULTANTS; FURTHER,
ESTABLISHING A POOL OF PRE-QUALIFIED CONSULTANTS FOR
SPECIFIC TASKS RELATING TO WATER AND WASTEWATER
PROJECTS ON AN AS NEEDED BASIS; WITH RESPECT TO THE PRE-
QUALIFIED CONSULTANT POOL, AUTHORIZING THE ADMINISTRATION
TO ENTER INTO NEGOTIATIONS WITH ARDURRA GROUP, INC.,AS THE
TH1 RD-RANKED PROPOSER; KI MLEY HORN AND ASSOCIATES, INC.,AS
THE FOURTH-RANKED PROPOSER; 300 ENGINEERING GROUP, P.A.,AS
THE FIFTH RANKED PROPOSER; NOVA CONSULTING, AND STANTEC
CONSULTING SERVICES, INC, AS THE TIED SIXTH-RANKED
PROPOSERS; CHEN MOORE AND ASSOCIATES, INC., AS THE. EIGHTH
RANKED PROPOSER; AND AECOM TECHNICAL SERVICES, INC., AS
THE NINTH RANKED PROPOSER; AND FURTHER AUTHORIZING THE
CITY MANAGER AND CITY CLERK TO EXECUTE AN AGREEMENT UPON
CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE
ADMINISTRATION.
RECOMMENDATION
It is recommended that the Mayor and City Commission approve the Resolution authorizing the
Administration to enter into negotiations with Hazen and Sawyer, P.C. and A & P Consulting
Transportation Engineers Corp.,the first-and second-ranked firms, respectively,to serve as co-
primary consultants for engineering services required for water and wastewater projects.
Additionally, the Resolution authorizes the Administration to negotiate with the following firms to
establish a pool of prequalified consultants, pursuant to Section 287.055, Florida Statutes, for
limited engagements or specific tasks: Ardurra Group, Inc., as the third-ranked proposer,
Page 27 of 1232
Page 414 of 1377
Kimley-Hom and Associates, Inc., as the fourth-ranked proposer;300 Engineering Group, P.A.,
as the fifth-ranked proposer; Nova Consulting, and Stantec Consulting Services, Inc., as the
tied sixth-ranked proposers; Chen Moore and Associates, Inc., as the eighth-ranked proposer;
and AECOM Technical Services, Inc.,as the ninth-ranked proposer.
This solicitation is currently under the cone of silence.
BACKGROUND/HISTORY
Many of the City's infrastructure assets are near or past their useful life.A comprehensive review
of the water and wastewater infrastructure was performed in 2019, which resulted in the Water
and Sewer System Master Plan(through 2045)for addressing the necessary improvements. In*
2020, the City's 5-year Water and Sewer Capital Improvement Plan was approved to address
the most critical infrastructure needs. The projects covered by the 5-year Capital Improvement
Plan (GIP) include but are not limited to: sewer pump stations renewal and replacement(R&R),
water booster stations R&R and new construction, gravity main inflow, and infiltration, and water
main and force main replacements or improvements. Overall, the capital improvement plan
intends to provide a roadmap to implement improvements for a more resilient, robust, and
future-proofed water and wastewater infrastructure.
•
ANALYSIS
On January 20, 2022, the Mayor and City Commission authorized the issuance of Request for
Qualifications (RFQ) 2022-122-ND for Engineering Services for Water and Wastewater
Systems Projects. On January 28, 2022, the RFQ was issued. A voluntary pre-proposal
conference to provide information to proposers submitting a response was held on February 10,
2022. The Department issued bid notes to 17,980 companies through the e-procurement
system, with 138 prospective bidders accessing the advertised solicitation. RFQ responses
were due and received on March 25, 2022. The City received a total of 19 proposals from the
following firms:
• 300 Engineering Group, P.A.
• A&P Consulting Transportation Engineers Corp.
• AECOM Technical Services, Inc.
• Ardurra Group, Inc.
• Black&Veatch Corporation
• Calvin, Giordano&Associate, Inc.
• CPH Inc.
• EXP U.S. Services, Inc.
• Gannett Fleming, Inc.
• Hazen and Sawyer, P.C.
• HDR Engineering, Inc.
• Kimley-Hom and Associates, Inc.
• Milian,Swain&Associates, Inc.
• Nova Consulting, Inc.
• SRS Engineering, Inc.
• Stantec Consulting Services, Inc.
• Tetra Tech, Inc. •
• WSP USA, Inc.
On February 24, 2022, the City Manager appointed the Evaluation Committee via LTC # 073-
Page 28 of 1232
Page 415 of 1377
2022. The Evaluation Committee convened on April 11, 2022, to consider the proposals
received. The Committee was comprised of Mariana Evora,Assistant Director of Infrastructure,
Public Works Department; Giancarlo Pena,Assistant City Engineer, Public Works Department;
and_Luis Soto, Senior Principal Engineer, Public Works Department
The Committee was provided an overview of the project and information relative to the City's
Cone of Silence Ordinance and the Government Sunshine Law. The Committee was also
provided with general information on the scope of services and a copy of each proposal. The
Committee was instructed to score and rank each proposal pursuant to the evaluation criteria
established in the RFQ. The evaluation process resulted in the ranking of proposers as
indicated in Attachment A.
Currently, the estimate of projects to be implemented through 2027 is approximately $230
million. Because of the significant amount of work to be implemented, staff believes it is prudent
to award more than one primary firm. Therefore, staff recommends awarding the first- and
second-ranked firms, Hazen and Sawyer, P.C. and A& P Consulting Transportation Engineers
Corp., respectively, as co-primaries. Projects awarded to the co-primaries are not limited to the
limits established in Section 287.055(2)(g), Florida Statutes; however, projects that exceed the
thresholds established in the statute shall require prior City Commission approval.
Further, to assist with smaller projects or tasks which likely will be required, staff also recommends
establishing a pool of fimts to whom projects can be awarded pursuant to the limits established in
Section 287.055(2)(g), Florida Statutes. Task orders for projects that exceed the limits established in
the referenced statute shall not be allowed. Task orders for projects awarded pursuant to the pool
may be approved by the City Manager or designee in accordance with City policy.
A summery of each firm is available upon request.
SUPPORTING SURVEY DATA
NIA
FINANCIAL INFORMATION
The City is working to execute the Water and Sewer 5-Year Critical Needs Plan, approved by
Commission in 2020. The total Water and Sewer 5-Year Critical Needs Plan through 2027 is
estimated at $230 million, and approximately $80 million worth of projects are currently
underway.
CONCLUSION
After reviewing all of the submissions and the Evaluation Committee's rankings, I note that the
Evaluation Committee has found Hazen and Sawyer, P.C. and A& P Consulting Transportation
Engineers Corp.to be the top-and second-ranked firms, respectively, responding to the RFQ.
For the last five years, Hazen and Sawyer has been the incumbent Prime Proposer providing
the City with subject matter expertise on its water and wastewater systems projects. Hence, it is
very well qualified and has demonstrated extensive experience with City projects and with
projects of other agencies in the Tri-County area. Hazen and Sawyer has assembled an
extensive local team of qualified professionals ready to meet the City's current and future
needs.A & P Consulting Transportation Engineers Corp. is a local company with significant
Page 29 of 1232
Page 416 of 1377
experience in water and sewer projects, including some completed in the City of Miami Beach.
Its proposal demonstrates its ability to move projects along various phases such as planning,
design, and construction. Moreover, its experience involves a diverse range of scopes of work,
such as pump stations, pipelines, and emergencies. Finally,the firm has demonstrated its ability
to be reliable and able to provide permitting assistance.
Further; I concur with staffs recommendation to award a contract, as co-primary firms, Hazen
and Sawyer, P.C. and A & P Consulting Transportation Engineers Corp., the first and second-
ranked firms, respectively. Doing so will allow the Administration to more effectively address the
large number of projects requiring implementation.Additionally, I recommend the following seven
(7) firms, based on the City's anticipated needs and potential volume of work, be approved to
participate in the pool of prequalified consultants to assist with smaller engagements relating to water
and wastewater work in accordance with Section 287.055(2)(g), Florida Statutes:Ardurra Group,
Inc., Kirriey--Hom and Associates, Inc., 300 Engineering Group, PA, Nova Consulting, Stantec
Consulting Services, Inc., Chen Moore and Associates, Inc., and AECOM Technical Services, Inc.
. Based on the foregoing, I recommend that the Mayor and- City Commission approve the
Resolution authorizing the Administration to enter into negotiations with Hazen and Sawyer, P.C.,
the first-ranked proposer, and A & P Consulting Transportation Engineers Corp., the second-
ranked proposer, to serve as co-primary consultants. Further, the Resolution authorizes the
Administration to negotiate with the following firms to establish a pool of prequalified consultants
for specific tasks relating to water and wastewater projects: Ardurra Group, Inc., as the third-
ranked proposer, Kimley-Hom and Associates, Inc., as the fourth-ranked proposer, 300
Engineering Group, P.A., as the fifth-ranked proposer, Nova Consulting and Stantec Consulting
Services, I nc.; as the tied sixth-ranked proposers, Chen Moore and Associates, Inc., as the
eight-ranked proposer, and AECOM Technical Services, Inc., as the ninth-ranked proposer.
Finally, the Resolution authorizes the City Manager and City Clerk to execute an agreement
upon conclusion of successful negotiations by the Administration and the City Attorney's Office.
Applicable Area
Citywide
Is this a"Residents Right Does this item utilize G.O.
to Know" item. pursuant to Pond Funds?
City Code Section_2-14?
No No
,Legislative Tracking
Public Works/Procurement
ATTACHMENTS:
Description
o Attachment A
•
❑ Resolution
Page 30 of 1232
Page 417 of 1377
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Page 418 of 1377
RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE
CITY MANAGER TO APPROVE THE MACARTHUR CAUSEWAY WATER
MAIN UPSIZING PROJECT, PURSUANT TO REQUEST FOR
QUALIFICATIONS (RFQ) 2022-122-ND, FOR ENGINEERING SERVICES FOR
WATER AND WASTEWATER SYSTEM PROJECTS BETWEEN THE CITY AND
HAZEN AND SAWYER, P.C.; AND AUTHORIZING THE APPROVAL OF A
TASK ORDER TO COMPLETE THE ENGINEERING AND CONSULTING
SERVICES REQUIRED FOR THE REPLACEMENT OF APPROXIMATELY
9,200 LINEAR FEET OF AGING WATER MAIN INFRASTRUCTURE FROM THE
MIAMI-DADE COUNTY WATER AND SEWER DEPARTMENT WATER METER
ON WATSON ISLAND TO THE TERMINAL ISLE WATER BOOSTER STATION
IN THE NOT TO EXCEED PROJECT AMOUNT OF $926,078.00.
WHEREAS, On March 18, 2020, the Mayor and City Commission accepted the
recommendation of the Finance and Economic Resiliency Committee at its February 28, 2020
meeting, accepting the Five-year Critical Needs Capital Plan for the City's water and wastewater
system, and to commence a rate study of the water and wastewater utility to determine financial
capacity for the water and wastewater work, via Resolution 2020-31211; and
WHEREAS, on January 20, 2022 the Mayor and City Commission approved a Request For
Qualifications (RFQ) 2022-122-ND, for engineering services for water and wastewater system
projects; and
WHEREAS, on June 22, 2022, the City Commission approved a request to enter into
negotiations with Hazen and Sawyer, P.C., ("Hazen and Sawyer")the top ranked proposer and A&P
Consulting Transportation Engineers Corp ("A & P Consulting"), the second ranked proposer
(subsequently the contract was reassigned from A&P Consulting to CHA Consulting, Inc. ("CHA
Consulting") on April 28, 2023 via City Commission approval), and to execute an agreement upon
conclusion of successful negotiations with the Administration, via Resolution No. 2022-32175; and
WHEREAS, on February 8, 2023, the City and Hazen and Sawyer entered into an Agreement
for engineering services for water and wastewater system projects, having an initial term of three (3)
years, with two (2) one-year renewal terms; and
WHEREAS, tThe MacArthur Causeway Water Main Upsizing Project is a priority water
infrastructure project in Miami Beach. Its intent is to design the replacement of aging water
infrastructure, to ensure safety and reliability of the City's water system, in accordance with the City
of Miami Beach 2019 Water System Master Plan (Master Plan); and
WHEREAS, the existing water main is eighty-six years old, one of the oldest in the City, and
one of five water supply interconnections with the Miami-Dade Water and Sewer Department. This
water main supplies water to the Venetian Islands, Palm Island, Hibiscus Island, Star Island, and
Terminal Isle Water Booster, which transmits water into South Beach. The objective of this project is
to avoid the failure of one of the City's most critical sections of water infrastructure and improve water
pressure for water services located upstream of the water booster, including the Venetian Islands,
Palm Island, and Hibiscus Island; and
Page 419 of 1377
WHEREAS, the City has conducted several citywide studies to identify improvements
needed throughout the City's infrastructure. The Master Plan identified the need for the southern
MacArthur Causeway 20-inch Water main to be upsized to a new 30-inch water main and
recommended that the project be implemented within the year 2020— 2025 timeframe; and
WHEREAS, the Master Plan determined that most sections of the existing MacArthur
Causeway 20-inch water main have a high consequence of failure (CoF), a composite score
calculated for each water main segment based on the potential health and social consequences of
pipeline failure, in consideration of the amount of flow, land use type, and proximity to major roads;
and
WHEREAS, this same plan identified probability of failure (PoF) factors in all water main
sections determined by remaining useful life. Most sections of the existing 20-inch MacArthur
Causeway water main were classified as having a high PoF. The combination of a high PoF and
CoF due leads to the prioritization of this water main replacement project as part of the 5-Year Water
and Sewer Critical Needs Plan; and
WHEREAS, pursuant to RFQ 2022-122-ND, the City requested a proposal from Hazen and
Sawyer for this project; and
WHEREAS, Hazen and Sawyer provided the City a proposal to conduct the preliminary data
gathering/preparation, design drawings, specification development, permitting, and post-design
support services under executed agreement No. 2022-122-01 for Engineering Services for Water
and Wastewater System Projects; and
WHEREAS, under the proposal, this task order will (1) conduct necessary preliminary data
gathering, surveying, and initial engineering to verify utilities and confirm the accuracy of existing
information to determine if additional information is needed (2) prepare drawings and specifications
for the installation of the proposed MacArthur Causeway Water main, which includes all necessary
information to accommodate the proposed Civil improvements (3) develop the required permit
application packages to obtain the permits/regulatory approvals/reviews of Florida Department of
Health and Florida Department of Transportation (4) perform the post-design and construction
support services of preparing a conformed set of drawings during the bidding process, attending a
pre-bid meeting, responding to Requests for Information with necessary addenda during the bidding
and construction process, reviewing shop drawings, and assisting with project close-out and final
certification; and
WHEREAS, the basic services to be performed by Hazen and Sawyer are in accordance with
the contract rates for a total amount of$811,448. Hazen and Sawyer is requesting approval to hire
Langan Engineering & Environmental Services, Inc., an approved subconsultant, to perform
geotechnical engineering services at a lump sum of$24,000, and not per the contract hourly rates.
Additionally, Hazen and Sawyer is requesting approval to hire Keith and Associates, Inc., to perform
topographic survey services and subsurface utility engineering services at a total cost of $90,630.
Public Works Department has reviewed and confirmed that the required ancillary services are fair
and reasonable; and
WHEREAS, approval of the City Manager is requested to add Keith and Associates, Inc. as
a new subconsultant, pursuant to the authority established in Section 2.19 of the Agreement.
Approval of the City Manager is also requested for the ancillary services proposed by Hazen and
Sawyer's new subconsultant, Keith and Associates, Inc. Additionally, approval of the City Manager
is requested to the project amount by Langan Engineering and Environmental Services, Inc.,
Page 420 of 1377
pursuant to the authority established in Section 2-369 of the City Code for purchases below the
formal bid threshold for construction-related services; and
WHEREAS, once completed, this project will significantly improve the reliability of the City's
Water Supply System, by replacing and upsizing the critical MacArthur Causeway Water Main,which
is one of five interconnections with Miami-Dade County. This replacement project will improve the
reliability of the City's infrastructure, ensure public health, and ensure public safety.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept
the recommendation of the City Manager to approve the Macarthur Causeway Water Main Upsizing
Project, pursuant to Request For Qualifications (RFQ) 2022-122-ND, for engineering services for
water and wastewater system projects between the City and Hazen and Sawyer, P.C.; and
authorizing the approval of a task order to complete the engineering and consulting services required
for the replacement of approximately 9,200 linear feet of aging water main infrastructure from the
Miami-Dade County Water and Sewer Department water meter on Watson Island to the terminal isle
water booster station in the not to exceed project amount of$926,078.00.
PASSED AND ADOPTED this day of 2024.
Steven Meiner, Mayor
ATTEST:
Rafael E. Granado, Secretary
Page 421 of 1377
Hazen
SCOPE OF SERVICES
Contract # 22-122-01 for A/E Continuing Services
HAZEN AND SAWYER SERVICE ORDER No. 32
CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT
MACARTHUR CAUSEWAY WATER MAIN UPGRADES DESIGN
PROJECT BACKGROUND
The City of Miami Beach (CITY) receives potable water from the mainland by means of four transmission
mains from the Miami-Dade Water and Sewer Department (MDWASD) system. One of the transmission
mains that supplies water to the CITY is located along the MacArthur Causeway. The MacArthur Causeway
spans from Watson Island to Terminal Island, though includes bridges/intersections for Palm/Hibiscus
Islands and Star Island. Refer to Figure 1.
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MacArthur WM ,
-3 , Y:ATS0'i
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Figure 1: MacArthur WM Replacement Location Map
Water enters the CMB system at Watson Island from MDWASD as one 36-inch main which splits into two
20-inch water mains which traverse MacArthur Causeway. The northern 20-inch ductile iron WM was
installed in 1991;the southern cast iron 20-inch WM was installed in 1938 and is at the end of its useful life.
These parallel transmission mains, which also provide water service to the adjacent islands, are
interconnected at several locations along the Causeway. No CMB sewerage infrastructure is located along
the Causeway with the exception of Terminal Island and its force main to Star Island.
The MacArthur Causeway 20"water main was recommended to be replaced due to age and upsized to 30"
in the Water and Sewer System Master Plans (2019) under project number W-12. This project was
August 5, 2024 Page 1 of 13
Page 422 of 1377
Hazen
recommended for implementation in the 2020-2024 range.The CITY agreed to proceed with a 30"diameter
for the replacement pipe.
Due to the criticality of these assets,the CITY has requested that HAZEN submit a proposal for engineering
services for the detailed design of replacement of the approximately 9,200 LF of water main along the
MacArthur Causeway from the MDWASD meter on Watson Island east to the Booster Pump Station on
Terminal Island. The CITY also desires interconnections between the new 30-inch pipeline and the parallel
20-inch main near the Palm/Hibiscus Islands and Star Island branches. The engineering services proposed
include the preliminary data collection, contract document development, permitting, bidding services and
limited construction services.
SCOPE OF SERVICES AND DELIVERABLES
HAZEN will provide professional engineering services to the CITY as described below.
Task 1 —Site Investigation and Data Collection
Task 1.1 —Topographic Survey and Targeted Underground Utilities Locates
NOTE: HAZEN's preliminary findings confirm that topographic survey was recently prepared throughout
the proposed project corridor as a part of the "Miami Dade County Rapid Mass Transit Solution for the
Beach Corridor Trunk Line" project(i.e., the Baylink Project). This survey data was provided to the CITY by
Miami Dade County Department of Transportation and Public Works(DTPW). As such, it is anticipated that
limited survey services will be required.
HAZEN will employ the services of a Certified Land Surveyor in the State of Florida (SURVEYOR
SUBCONSULTANT)to perform the required topographic survey necessary to complete the design. Note
that the SURVEYOR SUBCONSULTANT previously performed a topographic survey through the desired
corridor. The SURVEY SUBCONSULTANT shall perform field verification of the existing survey to confirm
it is up to date, capturing additional elements as necessary. The SURVEY SUBCONSULTANT shall
obtain City Right-of-Way permits as required. The SURVEY SUBCONSULTANT's work will be split into
two phases: "Phase 1", confirmation of existing topographic survey; and "Phase 2", additional selective
Subsurface Utility Engineering (SUE)services.
The base map created will be used to generate plan and profile drawings for the subject project.
SURVEYOR SUBCONSULTANT will perform topographic surveying of the areas of work. The "Phase 1"
survey shall include the following:
• Code Requirements: The survey will meet the current surveying requirements of the Board of
Professional Surveyors and Mappers of the State of Florida, as defined in Chapter 5J-17.050 -
.052, Florida Administrative Code.
• Extent of Survey: The survey shall identify right-of-way lines, property lines and platted easements
within the survey area identified. Survey shall extend 20 feet outside the right-of-way unless
specifically indicated elsewhere (where accessible, as permitted by the adjacent property owners,
and can be done safely by the Survey crew in the field).
• Property Lines: SURVEYOR SUBCONSULTANT shall conduct deed research to identify property
ownership along the survey limits and show property lines and property owners' addresses on the
drawings for all adjacent properties. Owners shall be identified by deed book and page number.
• Easements: SURVEYOR SUBCONSULTANT shall identify existing easements within the survey
area that appear on a recorded plat.
• Aboveground Improvements: SURVEYOR SUBCONSULTANT shall locate aboveground and
August 5, 2024 Page 2 of 13
Page 423 of 1377
Hazen
visible improvements, including pavement, pavement markings, slabs, fences, signs, overhead
wires, water meters, valve boxes, cleanouts, handholes, markers, utility poles, trees, manhole
covers, and other utility features within the limits of the survey.
• Manholes and Accessible Underground Piping: Manhole covers, rims, pipe inverts, and pipe sizes
shall be measured on sanitary and drainage structures found within the survey limits, if accessible
and physically unobstructed, otherwise they will be noted on the drawing. In addition, top of nut
(TON)elevations for all water valves shall be measured.
• Tree Survey: Existing trees, six (6) inches in diameter and above, at four (4) feet above ground,
shall be located and identified with diameter and common name. Each tree shall be assigned a
unique tree identification number.
• Topographic Points: Elevations cross sections shall be taken at 50-ft intervals along roadways.
Maintenance of traffic to be provided as required for data collection.Areas outside of roadway right-
of-way shall include spot elevations on a 50-ft grid, though include interim changes in grade.
• Horizontal Datum and Vertical Datum: Horizontal datum shall be North American Datum of
1983/2011 (NAD 83/11), Florida State Plane Coordinate System, Florida East Zone, scaled to
ground. Vertical datum shall be relative to National American Vertical Datum of
1988(NAVD88), and based on National Geodetic Survey(NGS),or FDOT benchmarks. One sheet
of the SURVEYOR SUBCONSULTANT's drawings shall include a graphic that illustrates
conversion from NGVD29 to NAVD88.
• Benchmarks: SURVEYOR SUBCONSULTANT shall provide at least four (4) semi-permanent
survey control and benchmarks along the project corridor. Elevations shall be tied to at least two
(2)National Geodetic Survey(NGS) Benchmarks located on or near the project site.
• Baselines: Survey baseline shall approximate the center of the right-of-way when possible.
Baselines shall increase in stationing. The value starting station shall be chosen in such a manner
as to guard against the likelihood of negative stationing in the event that the project is extended
down-station. Suggested beginning stations are 50+00 for primary baselines.
• Statement of Accuracy: Included with the survey deliverables shall be a statement of accuracy
indicating the dates of collection, surveyor name and license number, coordinate systems used,
benchmarks referenced, and degree of accuracy achieved(e.g., +/-ft)in the horizontal and vertical
planes.
• Survey Limits and Special Requirements: The approximate survey limits are provided in attached
Figure 2. Additional description for corridor to be surveyed is provided below;
1. The full land width (approx. 180-ft) of the MacArthur Causeway between Watson Island and
Terminal Island in Miami Beach.
2. The southeastern end of Watson Island as shown in Figure 2.
3. The northwestern end of Terminal Island as shown in Figure 2.
4. Utility locates and vacuum excavations to be performed at select locations identified by HAZEN;
refer to Figure 2 for estimate.
• Phase 2 - Subsurface Utility Engineering: After HAZEN has reviewed the topographic survey
information performed under "Phase 1", subsurface utility investigation shall be performed by
SURVEYOR SUBCONSULTANT at specific locations identified by HAZEN to determine
approximate location of existing underground utilities at potential utility crossings. The extents of
these specific locations are estimated as shown on Figure 2, though are subject to change.
Subsurface utility investigation shall include the following:
August 5,2024 Page 3 of 13
Page 424 of 1377
Hazen
• Perform horizontal locations of existing conductive utilities using electromagnetic induction and
ground penetrating radar techniques. Work shall be performed to Quality Level B standards in
accordance with Cl/ASCE 38-02.
• Mark selected targets on the ground surface using American Public Works Association(APWA)
color marking standards.
• Request a design ticket through Sunshine One Call of Florida.
• Coordinate with utility owners and review and/or obtain available documentation as it relates
to the project.
• Underground utilities shall be provided in a separate CAD file.
• Phase 2 - Vacuum Excavation and Location: After HAZEN has reviewed the topographic survey
information performed under "Phase 1", vacuum excavations shall be performed by SURVEYOR
SUBCONSULTANT at specific locations identified by HAZEN to determine precise location of
existing underground utilities at potential utility crossings. SURVEYOR SUBCONSULTANT shall
perform underground utility locations to verify through vacuum excavation the horizontal and
vertical position of existing underground utilities. SURVEYOR SUBCONSULTANT shall
subcontract, if necessary, to perform underground utility location to verify through vacuum
excavation the horizontal and vertical position of existing underground utilities at the locations
selected by HAZEN (to be determined). Utility locates shall be requested through Sunshine One
Call of Florida. Work shall be performed to Quality Level A standards in accordance with Cl/ASCE
38-02. SURVEYOR SUBCONSULTANT shall submit a report indicating the underground utility
horizontal location, the depth, lay direction, diameter and the material for each pot hole.
SURVEYOR SUBCONSULTANT shall include the location of each pothole on the final survey.
Compensation for vacuum excavation, report, and location on the survey inclusive of travel costs,
MOT costs and other direct costs for each pothole shall paid on a per pothole basis,and also based
on hard surface or soft surface excavation, and shall be on a not-to exceed basis.
■ The basis for the not-to-exceed proposal shall be 20 hard surface excavations and 10 soft
surface excavations.
• Survey Deliverables: SURVEY SUBCONSULTANT shall provide three (3) electronic deliverables
to HAZEN following collection of field data—a Point Database,CADD Survey Drawing,and a CADD
Surface TIN or Model. These files must be maintained and delivered throughout the project as work
is requested. Drawing methods and layering must conform to Hazen and Sawyer standards as
provided within or as indicated within the attached"Survey_Seed.dwg"provided to the Surveyor by
Hazen and Sawyer. In addition, signed and sealed survey drawings shall be provided as indicated
below.
• Point Database: SURVEY SUBCONSULTANT shall provide all spot elevations in a
spreadsheet (i.e. Microsoft Excel) in comma or tab delimited (spaced) format in PNEZD
arrangement(Point Number, Northing, Easting, Elevation, Description).These software file
extensions may vary from .txt, .xls, or .csv.
• CADD Survey Drawing: The Survey Drawing shall be provided in a separate AutoDesk
(AutoCAD) drawing file (.dwg) including all planimetric data and generated topographic
contours. All CADD drawings to be provided to Hazen and Sawyer shall be drawn on the
layer system as indicated in the"SURVEY_SEED.dwg"provided with this document. A list
of these layers, descriptions, lineweights, types, and colors can be provided upon request.
Topographic information for interval contours and index contours shall be drawn using two
dimensional (2D) polylines having a fixed elevation equal to the contour elevation and a
thickness of zero (0). The contours shall be drawn on appropriate layers for interval or
index contours as a single continuous 2D polyline for each elevation. In any case, three
dimensional (3D) polylines are not acceptable.
August 5.2024 Page 4 of 13
Page 425 of 1377
Hazen
• CADD Surface TIN or Model: A Surface Model shall be created and provided by the
SURVEY SUBCONSTULANT from ground elevation shots in the specified horizontal and
vertical datum and modified by surveyor placed breaklines and boundaries as part of the
surveyor's normal best practices for creating topographic contours.
• Record Survey Drawings: Two(2)hard copies of signed and sealed survey drawings shall
be provided, including the name and license number of the surveyor, name and address
of the survey firm, date of survey, datum referenced, statement of accuracy, and all other
information as required by the State of Florida.
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Figure 2: Survey Limits
This proposal includes the use of KEITH to provide specialized services related to surveying and utility
locations in the MacArthur corridor. It is requested they be added to Schedule C Approved
Subconsultants for RFQ No. 2022-122-ND.
Task 1.2—Geotechnical Investigation and Report
NOTE: HAZEN's preliminary findings confirm that a large number of geotechnical borings exist throughout
the proposed project corridor. Several recent geotechnical investigations have occurred along the
MacArthur Causeway as a part of the "Miami Dade County Rapid Mass Transit Solution for the Beach
Corridor Trunk Line" project (i.e., the Baylink Project). These Geotechnical Reports were provided to the
CITY by Miami Dade County Department of Transportation and Public Works (DTPW). As such, it is
anticipated that limited geotechnical services will be required. No new geotechnical borings are proposed.
HAZEN shall employ the services of a professional geotechnical engineer in the State of Florida
(GEOTECHNICAL SUBCONSULTANT) to perform geotechnical analyses of the proposed improvement
areas. Pipe installations may be constructed via either open-cut or trenchless methods (e.g. horizontal
directional drilling). GEOTECHNICAL SUBCONSULTANT shall review available geotechnical data from
the project referenced above and prepare a report as follows:
• Report: GEOTECHNICAL SUBCONSULTANT shall prepare and provide a written geotechnical
report containing as a minimum the following items:
• Overall site map showing the locations of existing soil borings.
• Overall site and surface conditions.
August 5, 2024 Page 5 of 13
Page 426 of 1377
Hazen
• Ground water level elevations (including seasonal fluctuation).
• Results of field exploration and soil laboratory testing.
• Soil borings profiles showing soil identifications, depth, groundwater, and standard
penetration"N-values", and soil description.
• Soil classification per United Soil Classification System (USCS).
• Recommendations for pipeline bedding, backfill and compaction.
• Recommendations for groundwater control during pipeline trenching.
• Engineering recommendations, as applicable, for the following parameters: USCS, unit
weight, dry unit weight, shear modulus, cohesion and internal friction angle, soil bearing
capacity, and unconfined compressive strength.
• It is anticipated that trenches up to 10-feet deep will be needed for construction of new
underground piping and manholes. Provide the following relative to trenching:
• Permissible excavation slopes;
• Sheeting and shoring recommendations;
• Suitability of excavated material for use as fill or backfill.
• Locations and descriptions of any existing fill or potentially deleterious materials
encountered that may interfere with construction progress or structure performance.
• General considerations for temporary excavations as related to Occupational Safety and
Health Administration regulations.
Task 1.3—Data Gathering and Site Visits
HAZEN will coordinate with CITY employees and operators to gather relevant as-builts and site-specific
data on the water and sewer main systems/networks. Utility locates will be called for using Sunshine 811
for the entire Causeway. Using this design ticket information, HAZEN will request as-built data from all
utilities identified in the area. HAZEN will utilize this data during the design process to verify if any existing
utilities will be impacted by the proposed pipe replacement.
HAZEN will also conduct site visits of the corridor to document the accuracy of the record drawings and
inspect utility and structural elements to determine potential conflicts.
Task 1.4— Hydraulic Analysis Technical Memorandum
HAZEN will perform a hydraulic analysis to evaluate the following:
• Assess and update the pipe network in the vicinity of the Terminal Island Booster Pump Station to
better understand water flow. The water mains in the hydraulic model will be revised based on
review of as-builts, City's most recent GIS database, and input from the Operations' staff to reflect
the most recent information. The analysis will include investigation of any potential recirculation of
water through the Terminal Island Booster Pump Stations pumps. The CITY will need to perform
field investigations to confirm or identify changes to the pipe network (including existing
interconnections)along the MacArthur corridor, and confirm location and position of valves.
• Perform hydraulic analysis to confirm sizing of proposed replacement pipe. HAZEN's 2019 Master
Plan had recommended a 30" diameter replacement pipe. This hydraulic analysis will consider
impacts of the recent MDWASD project which installed a subaqueous 36" WM between
approximately the FTX arena and Watson Island replacing the existing water supply connection
from MDWASD. The CITY noted this pipe was placed into service in March 2023.
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Hazen
• Assess Terminal Island Booster Pump Station operation with existing / proposed pump curve(s)
and provide recommendations for modifications if needed. Evaluate up to four (4) scenarios to
determine pump operation for various operating conditions. The scenarios selected for the
evaluation shall be discussed with the CITY prior to the evaluation.
• Assess alternatives for inter-connections between the proposed pipe and the parallel 20" water
main. The various alternatives to be considered will be determined in conjunction with the CITY
based on redundancy requirements, constructability, and hydraulics.
• The CITY will provide extended period pressure data from key locations along MacArthur
Causeway. Hazen will provide the locations for pressure recorders to be installed. CITY staff will
also provide corresponding operational data for the duration of the pressure recorder installation in
CSV or Excel format including but not limited to pump on-off times, pump speed, pump suction and
discharge pressure, storage tank levels, flow and pressure data through all WASD inter-
connections.
Draft Hydraulic Analysis TM will be submitted to the CITY for review. It is anticipated the CITY will complete
its review of the draft TM within 10 working days of receipt of the TM.
HAZEN will coordinate one (1) virtual meeting to discuss the Draft Hydraulic Analysis TM with the CITY
receive any feedback. HAZEN will incorporate the CITY's comments on the draft TM and results of the
review meeting and subsequently issue a Final Hydraulic Analysis TM.
Task 1.5— Preliminary Coordination Meetings
Up to eight(8) preliminary meetings will be conducted as follows:
Kickoff Meeting: One(1)virtual meeting will be held between the CITY and HAZEN to review critical design
components of the water main replacement and comment as necessary. Topics to be covered during the
meeting include but are not limited to:
• Limits of pipe replacement/tie ins
• Tie-ins/shutdowns/bypass requirements
• Pipe materials
• Air release valves
• Permitting
• Maintenance of Traffic
• Staging areas
• Impact on waterways
Stakeholder Meetings: Up to seven (8)virtual meetings will be held with the major stakeholders relevant to
the subject project. The purpose of each meeting will be to review and coordinate project/design constraints
to the project as it relates to existing conditions, public impacts and future work along the Causeway. These
stakeholders are expected to include the entities listed below. Up to 3 additional meetings will occur with
entities to be determined; this may or may not include City of Miami Department of Asset Management,
Fisher Island Community Association, etc.
• Florida Department of Transportation (FDOT)
• Miami Dade Water and Sewer Department(MDWASD)
• Miami-Dade County Department of Transportation and Public Works (MDCDTPW)
• Florida Power and Light(FPL)
• MDC Regulatory and Economic Resources (RER), Environmental Resource Management
Task 1: Deliverables
1. Survey: (1)electronic copy (ACAD and pdf files)
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2. Geotechnical Report: (1)electronic copy
3. Meeting Minutes: (1) Kickoff Meeting minutes (electronic copy); (7) Stakeholder Meeting minutes
(electronic copy emailed to participants)
4. Draft Hydraulics Analysis TM: (1)electronic copy
5. Final Hydraulics Analysis TM: (1)electronic copy, (1) signed and sealed copy
Task 2—Pipeline Alignment Analysis
Concurrent with Task 1, HAZEN will prepare a Pipeline Alignment Analysis. The technical memorandum
will include:
• Project design and permitting constraints based on pre-design coordination meetings with
stakeholders, with the main focus being maintenance of traffic (MOT)requirements, staging
areas, etc.
• The impacts on traffic associated with the various pipeline alignments and interconnects for the
proposed water main replacement. The assessment will only consider open-cut and horizontal
directional drilling installation methods. The alignment analysis will include:
• Limited review and summary of major obstacles via available record drawings.
• Limited review and summary of major utilities within the project corridor.
• Preliminary layouts for each feasible alignment alternative that identify MOT requirements
(lane closures), staging area requirements, easement requirements, etc.
• The associated construction cost estimates of each feasible alignment alternative. Class
5 level estimate of probable construction cost will be prepared in accordance with AACE
International Recommended Practice 56R-08 Cost Estimate Classification System —As
Applied for the Building and General Construction Industries.
• Recommendation for proceeding with a proposed design alignment.
A Draft Technical Memorandum (TM)will be submitted to the CITY for review. It is anticipated the CITY will
complete its review of the Draft TM within 10 working days of receipt. HAZEN will attend one (1) virtual
meeting with CITY representatives to receive their input on the TM and to reach an agreement on the
selected alternative.
HAZEN will incorporate the CITY's comments on the Draft TM and results of the review meeting and
subsequently issue a Final TM.
Task 2: Deliverables
1. Draft TM: (1) electronic copy (pdf file)
2. Draft TM Review Meeting Minutes: (1)electronic copy
3. Final TM: (1)electronic copy (pdf file)
Task 3 -Contract Document Development and Cost Estimates
Upon completion of the Data Collection and Pipeline Alignment Analysis, HAZEN will proceed with detailed
design. HAZEN will take the information gathered during Task 1 and 2 and prepare drawings and
specifications for the replacement of the water main along MacArthur Causeway, including all civil,
mechanical, and structural designs/details as necessary. The drawings and specifications will include all
necessary information to accommodate the proposed improvements. Under this task, all necessary
administrative and managerial efforts are included, such as communication and coordination with the
various governmental agencies. CITY representatives, and all other parties involved in the project.
Based on the selected installation, the following items will be required as applicable:
• Develop initial horizontal and vertical alignments along selected route
• In one of the design document review meetings, review risk tolerance and alignments
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Hazen
• Perform final structural computations for design (e.g., HDD pipe design, as applicable)
• Review existing "abandoned" c. 1938 branch mains to both Palm and Star islands and
incorporate their removal from service into design drawings. Note the proposed drawings showing
abandonment of these mains will utilize aerial imagery in lieu of field survey.
A preliminary drawing list is included within Appendix B —Anticipated Drawings List.
60% Set: The 60 percent complete set of design documents will be submitted to the CITY for review and
comment. 60 percent specifications will include a Table of Contents only, indicating the intended
specification sections. HAZEN will attend one(1) virtual meeting with CITY representatives to receive their
design input. HAZEN will also provide an estimate of probable construction cost in accordance with
American Association of Cost Engineering (AACE) International Recommended Practice 56R-08 Cost
Estimate Classification System—As Applied for the Building and General Construction Industries.
It is anticipated the CITY will complete its review of the 60 percent drawings and specifications within 10
working days of receipt of the submittal package. Written responses will be provided by HAZEN to all
review comments received from the CITY.
100% Set: After receipt and incorporation of the 60 percent comments, HAZEN will issue the 100 percent
design set construction documents to be utilized for permitting and bidding purposes. HAZEN will also
provide a final estimate of probable construction cost in accordance with AACE International
Recommended Practice 56R-08 Cost Estimate Classification System — As Applied for the Building and
General Construction Industries.
It is anticipated the CITY will complete its review of the 100 percent drawings and specifications within 10
working days of receipt of the submittal package. Written responses will be provided by HAZEN to all review
comments received from the CITY.
Task 3: Deliverables
1. 60 Percent Submittal: (1)electronic copy of drawings (ACAD and pdf files), specifications and cost
estimate (Excel and pdf files)
2. 60 Percent Submittal meeting minutes: (1)electronic copy emailed to meeting participants
3. 60 Percent review comment responses: (1)electronic copy (Excel or pdf files)
4. 100 Percent Submittal: (1) electronic copy of drawings (ACAD and pdf files), specifications and
cost estimate (Excel and pdf files)
5. 100 Percent Submittal meeting minutes: (1)electronic copy emailed to meeting participants
6_ 100 Percent review comment responses: (1)electronic copy (Excel or pdf files)
7. Final Design Supporting Documentation: HDD pipe installation calculations, utility coordination log,
Sunshine 811 Zip file, quantity take-off, casting data (valve box, manhole or water meter data incl.
station, offset, type), etc.
Task 4— Permitting Services
HAZEN will develop permit application packages, including Permit Set drawings, to obtain the following
permits/regulatory approvals required for construction of the proposed improvements. HAZEN will hold
virtual pre-application meetings as warranted and will respond to requests for additional information
submitted by the regulatory agencies.
• Florida Department of Transportation (FDOT) - Utility Permit
• Florida Department of Health (DOH) Water Main Extension (with MDWASD FDEP Form
Execution)
Please refer to the Assumptions within this document for further detail relative to the permits not included
within this scope.
August 5, 2024 Page 9 of 13
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Task 4: Deliverables
1. Permit Set Drawings: as applicable, hard copy sets of drawings or electronic copies will be provided
to the regulatory agencies as part the permit application packages.
2. Permit Packages: HAZEN will submit to the CITY the permit application packages listed above for
signature(as required), any RAIs, and the final approval documents from the agencies.
3. Responses to Requests for Additional Information: HAZEN will respond to up to two RAls from
each agency listed above and copy the CITY on correspondence.
Task 5—Bid and Award Services
HAZEN will produce Bid Set drawings and specifications based on comments received from permitting
entities. HAZEN will also assist the CITY in the bidding process in the following ways:
• HAZEN will attend (1) one pre-bid conference. HAZEN will prepare and distribute written meeting
minutes for all bidders and attendees within three (3)calendar days after the pre-bid conference.
• HAZEN will receive, log-in, and provide timely responses to Requests for Information (RFIs)from
contractors during the bid process. HAZEN will prepare written addenda with RFIs and responses
and the final version of each addenda will be transmitted to the CITY project administrator for
review and issuance.
• Within five (5)calendar days of receipt of bids, HAZEN will evaluate the bids for technical
responsiveness and price and will make a formal recommendation to the CITY regarding award
of the contract.
• HAZEN will prepare Conformed Set drawings and specifications incorporating any changes made
via addenda issued during bidding.
Task 5: Deliverables
1. Bid Set Contract Documents: (5) hard copy sets of drawings (half size); (5) hard copy sets of
specifications; (1) electronic copy of drawings and specifications
2. Pre-bid conference meeting minutes: (1)electronic copy emailed to all bidders and attendees
3. Bid tabulation: (1) electronic copy
4. Recommendation of Award: (1) electronic copy letter discussing the technical responsiveness of
the bidders and a recommendation for award.
5. Conformed Set Contract Documents: (5)hard copy sets of drawings (half size); (5)hard copy sets
of specifications; (1) electronic copy of drawings and specifications
Task 6— Engineering Services During Construction
HAZEN will manage and administer the project internally including managing internal resources, monitoring
project activities, budgets, schedules, and ensuring and project team follows Hazen's quality assurance
and control(QA/QC)policies and procedures throughout the project. Such management activities shall also
include project coordination with the CITY, CITY's Construction Management Consultant, and Contractor,
coordinating and scheduling inspections, and general correspondence with the CITY, CITY's Construction
Management Consultant, and Construction Contractor.
HAZEN will receive all shop drawings and technical submittals required to be submitted by the Contractor.
HAZEN will review and return the submittals to the CITY and the Contractor in the time allotted by the
Contract Documents. HAZEN's review will approve, approve as noted, or reject the submittal. HAZEN will
assure that the Contractor provides materials as specified in the Contract Documents. HAZEN anticipates
reviewing up to 40 shop drawings as part of this task.
The CITY will be responsible for coordinating all meetings with the Contractor. HAZEN will be present at
(1) preconstruction meeting to discuss technical issues and/or field inquiries associated with the project.
August 5, 2024 Page 10 of 13
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Hazen
The attendance of a total of 1 meeting has been budgeted for this task.
Hazen shall issue necessary technical interpretation of field inquiries, along with associated support
materials, when requested by the Contractor. Hazen anticipates receiving and responding to up to 30
Requests for Information (RFIs)during the construction phase of the project.
HAZEN will perform quarterly field inspections by the Engineer of Record of the construction work to confirm
compliance with contract documents. It is estimated to perform one (1) per quarter over the 18 month
construction period, up to six (6)site visits at 8 hours each visit. A written report will document each visit.
In order to issue the required certification of completion at the conclusion of the project, HAZEN must have
direct and regular contact with the CITY's third-party inspector to provide the required standard of care
during the construction of the project. This will require weekly check-ins with the CITY's third-party inspector
for HAZEN to make decisions about the project, be able to answer questions about the installation, and be
able to justify decisions/actions. These weekly check-ins are anticipated to occur over an 18-month
construction period. HAZEN will also require the daily reports from the CITY's third-party inspector to be
submitted to HAZEN on a weekly basis.
HAZEN shall prepare and submit the required documentation to certify and close out the Florida
Department of Health(DOH)Water Main Extension permit. HAZEN shall review Contractor-prepared record
drawings upon completion of the project to determine if drawings are consistent with the contract document
requirements and observations by HAZEN's field personnel.
HAZEN's Engineering Services During Construction does not include:
• Project controls and document management beyond HAZEN's internal needs including
generating and maintain shop drawing and RFI logs for use by others
• Attendance of progress meetings, permitting meetings (including MOT agencies), public
meetings, or project closeout meetings. including generation of meeting minutes.
• Evaluation of contractor pay requests and baseline schedules and updates.
• Review of change orders.
• Permitting agency coordination or engagement including MOT agencies (except the Florida
Department of Health (DOH)Water Main Extension permit being certified by HAZEN)
ASSUMPTIONS
This scope of services is based on the following assumptions:
1. The CITY will provide available information and record drawings for the existing water,sewer and storm
drainage along the project corridor, as well as any other pertinent data requested by HAZEN.
2. The CITY acknowledges that HAZEN's analysis is based on information made available at the time of
this Service Order and data gathered during site visits and meetings.
3. Site visits in this task may require the presence of CITY personnel. Additionally, the CITY agrees to
work with HAZEN to ensure compliance with the proposed schedule.
4. The CITY will provide all requested information within a reasonable timeframe. It is assumed that all
information provided by the CITY is complete and accurate.
5. The hydraulic analysis will require various data components to be provided by the CITY including but
not limited to:
a. Perform field investigations to confirm or identify changes to the pipe network (including
existing interconnections) along the MacArthur corridor and confirm location and position
of valves.
b. Extended period pressure data from key locations along MacArthur Causeway. Hazen
will provide the locations for pressure recorders to be installed.
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c. Provide corresponding operational data for the duration of the pressure recorder
installation in CSV or Excel format including but not limited to pump on-off times, pump
speed, pump suction and discharge pressure, storage tank levels, flow and pressure data
through all WASD inter-connections.
6. Performance durations provided assume timely permit processing by regulatory agencies having
jurisdiction over the project. Delays in obtaining permits, beyond the control of HAZEN and our
subcontractors, may results in delays to the performance schedule for which we cannot be held liable.
7. Proposed regulators and permits have been identified to the best of HAZEN's knowledge.
8. Additional permitting, along with benthic and hydrographic surveys, may be required depending on the
selected pipeline alignment, or based on regulatory requirements of authorities having jurisdiction of
the waterway once the permit process has commenced. If these surveys are required, HAZEN shall
obtain a quote for these additional surveys and submit to the CITY for approval. Environmental resource
permitting is assumed not to be required nor within this scope of services. If the selected construction
method and pipe alignment are located waterward of the Causeway, the following environmental
permitting may be required: Miami-Dade County Department of Environmental Resources
Management (DERM), Florida Department of Environmental Protection (FDEP), United States Army
Corps of Engineers (ACOE), United States Coast Guard (USCG), and Sovereign Submerged Land
(SSL) determination and easement research. If these permits are required, HAZEN shall submit
additional scope of services to the CITY for approval.
9. The planned approach for the pipeline replacement includes horizontal directional drilling via multiple
segments utilizing staging areas located within the causeway median. It is assumed that FDOT will
allow, at a minimum, single lane closures in each direction. If FDOT is not amenable to lane closures
along the causeway, it may merit the need for a more difficult and costly approach to the pipeline
replacement. In this case, additional design/coordination scope may be required. It is also assumed
that subaqueous pipe installation, and the resulting resource permitting, will not be required based on
HAZEN's best estimate at the time of service order development.
10. Geotechnical data, survey data and current project drawings for the "Miami Dade County Rapid Mass
Transit Solution for the Beach Corridor Trunk Line" project will be made available to HAZEN. Miami
Dade County has provided limited geotechnical and survey data for the corridor. HAZEN's scope of
services includes only supplemental topographic survey data; HAZEN is not liable for deficiencies
existing in the survey data or geotechnical data provided to the CITY by the County.
11. The drawings showing proposed abandonment of the existing branch pipelines to Palm and Star islands
will utilize aerial imagery in lieu of field survey.
12. The final alignment of the proposed pipeline is achievable within the surveyed area. If a fatal conflict
exists that HAZEN was not aware of at the time of scope development, then additional survey may be
required.
13. The Anticipated Drawing List has been prepared based on HAZEN's best estimate at the time of service
order development, though is subject to change during design.
14. Record drawings for the MacArthur Causeway seawalls, bridges, roadways, etc. will be made available
to HAZEN.
15. The CITY will assist with coordination of parking on Terminal Island in order to provide staging area for
construction, as feasible.
16. A cursory search was completed for contaminated sites within the vicinity of the project area on the
FDEP Contamination Locator Map. Several contaminated sites were identified on Terminal Island
within the project area. At this time, HAZEN is not able to know the impact of these contaminated sites
on the MacArthur water main design. If feasible, HAZEN will utilize environmental assessment data
from a separate task(Service Order 4 Terminal Island Force Mina Repair)to address any contamination
issues in this design. Level 1 and Level 2 environmental assessments are not included in this scope
of work.
17. A detailed fire flow hydraulic analysis and technical memorandum deliverable are not included in this
scope of work.
18. The drawings and specifications shall be prepared assuming that the CITY will competitively bid this
project in a single bid package and enter into a construction contract with one general contractor to
complete the work.
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19. Maintenance of Traffic (MOT) plan shall be the responsibility of the Contractor during construction and
is not required for FDOT permitting.
20. The Notice of Intent to Use NPDES Generic Permit for Stormwater Discharge from Large and Small
Construction Activities (RULE 62-621.300(4), F.A.C.) shall be submitted by the Contractor, and the
Stormwater Pollution Prevention Plan shall be the responsibility of the Contractor.
21. The MDC Class V Dewatering Permit will be the responsibility of the Contractor.
PERFORMANCE SCHEDULE
The Notice to Proceed (NTP) defines the official commencement of the HAZEN's contract. The schedule
presented in Table 1 assumes receipt of NTP in October 2024.
Table 1: Schedule
Task Description Calendar Days after NTP
1. Site Investigation and Data Collection 90
2. Pipeline Alignment Analysis 90
3. Contract Document Development and Cost 270
Estimates
60% Design Submittal 210
100% Design Submittal 270
4. Permitting Services 270
5. Bid and Award Services 330
6. Limited Construction Oversight (TBD) TBD
METHOD OF COMPENSATION
HAZEN shall perform the services defined in this scope of services for a lump sum fee of $921,078 and
permit and reimbursable expenses of$5,000 for a total fee of$926,078. Reimbursable expenses for travel
are an allowance set aside by the CITY and shall only include actual travel related expenditures made by
HAZEN's project team members in the interest of the project.Justification for travel would include necessary
in person meetings by subject matter experts that will come from outside the Miami Dade County limits.
Travel reimbursement will be in accordance with the City's travel policy OD.20.01 "Travel on City Business."
The breakdown of fees per task is detailed in Appendix B—Fee Estimate.
Authorization
7,,
Jayson Page, PE
Vice President
August 5. 2024 Page 13 of 13
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Appendix A
Anticipated Drawing List
Page 435 of 1377
„Drawing No. - . :Drawing the •
General
G-1 City Standard Cover Sheet and Location Map
G-2 List of Drawings
G-3 Abbreviations, Symbols, Legend
G-4 General Notes
Civil _
C-1 Overall Key Plan
C-2 HDD Key Plan-Drill 1
C-3 HDD Key Plan-Drill 2
C-4 HDD Key Plan-Drill 3
C-5 Plan and Profile-Sheet 1
C-6 Plan and Profile-Sheet 2
C-7 Plan and Profile-Sheet 3
C-8 Plan and Profile-Sheet 4
C-9 Plan and Profile-Sheet 5
C-10 Plan and Profile-Sheet 6
C-11 Plan and Profile-Sheet 7
C-12 Plan and Profile-Sheet 8
C-13 Plan and Profile-Sheet 9
C-14 Plan and Profile-Sheet 10
C-15 Plan and Profile-Sheet 11
C-16 Plan and Profile-Sheet 12
C-17 Plan and Profile-Sheet 13
C-18 Plan and Profile-Sheet 14
C-19 Plan and Profile-Sheet 15
C-20 Plan and Profile-Sheet 16
C-21 Plan and Profile-Sheet 17
C-22 Plan and Profile-Sheet 18
C-23 Plan and Profile-Sheet 19
C-24 Plan and Profile- Sheet 20
C-25 Plan and Profile-Sheet 21
C-26 Palm Island Abandonment
C-27 Star Island Abandonment
C-28 Paving and Restoration Plan-Watson Island
C-29 Paving and Restoration Plan- Palm Island
C-30 Paving and Restoration Plan-Star Island
C-31 Paving and Restoration Plan-Terminal Island
Page 436 of 1377
Drawing No Drawing Title:
Details
D-1 Miami Beach Details-Sheet 1
D-2 Miami Beach Details-Sheet 2
D-3 Miami Beach Details-Sheet 3
D-4 Miami Beach Details-Sheet 4
D-5 Civil Details-Sheet 1
D-6 Civil Details-Sheet 2
D-7 Civil Details-Sheet 3
D-8 MDC or FDOT Details-Sheet 1
D-9 MDC or FDOT Details-Sheet 1
D-10 Enlarged Plans-Sheet 1
D-11 Enlarged Plans-Sheet 2
D-12 Enlarged Plans-Sheet 3
D-13 Enlarged Plans-Sheet 4
D-14 Enlarged Plans-Sheet 5
D-15 Enlarged Plans-Sheet 6
D-16 Enlarged Plans-Sheet 7
D-17 Enlarged Plans-Sheet 8
Page 437 of 1377
Appendix B
Fee Estimate
Page 438 of 1377
City of Miami Beach
MacArthur Causeway Water Main Replacement
Fee Estimate
Task'•T1ak, ' c ' ' "" _ , - ; .Wcr' • . Sonkr . '8rPrinclpal 'Prhrclppl, Adsistsnt _
_. Sr.Fidd Pd-Sr, ridpal Principal ;ProfactGeotsrh Sarvryor6 -SurveyVAC ' . Totf' 'Total • ;
No: WuH. on. 'C . - V sFda •ci. a• I, `'. n:i r .�,nc rIn r, •tire .Coonifi for � 'I,�6 r•a,•n �,..Inn - o.•- .a ifambor ••mint.trato' ,.• ra _ •s -•
LABOR
1 Silo investigation and Data Collection I
1.1 Topographic Survey and Underground Utility Locales 8 61 21 — -.. ------- ---..__—_.-.- -_-63 5 60,77
S Topographic Survey-KEITH Associates 116,7 117 $ 15,8 09
S Utility Locates and Test Holes-KEITH Associates 4.596 074$ 04,047
21 alayla nAiacnihdeot3e 8 .`..-81 I ---..—.--21 -------- -- - 83 $ ----- 60,77
-__-
S G NASA-nLatviangte iellacinhdeoGe-_----- 1981 9615 00,04i
1.3 Data Gathering and Site Visits 2 12 84 40 60 60. 258 5 49,4 23
1.4 Hydraulic Analysis Tectmiml Memorandum 32 24 40 80 24 8 802 1 83,844
1.5 Pnel6Nrery Coordination Meetings 4 42 65 40 -----� 20 ---" 191 f 42. 665
SatiloblTriskl'"' '' r.":: ... -.-- _ -.. _.. :2-77302.. 94. 241 -180=_-790_=31'..._..,._-:184�7-S.._9.,_7.:::::.D:.-,_1=:''_07.—.a'�1897=-_.._...741T 7I10_ . ...�`_:8�.-,; :1184R3: 28;`_-57A8
2 Pipeline Alignment Analysts
aisykannAomegi LAenBepiP B 42 08 06 04 . -- 8 022 $ --- 7,0e4
uSbfto2ktksip ':- -_.,.7 .> ;-"`-'-:f 42 Dl O6 --.`g-, - ---D--- -g4 _ 0 _ .8._` _ -'U-'
v __._...,�_;_• _.__-- ---._._..._r.,,._-. - --___7. _.._ _w_,1 _ _r.:�_ 0_ _.:.7'11...,�•-i:_ '0_�_.._„ �A `_.. :. 022 f.. �'--4/r,D54
1 Contract Document Development and cost'Estimates I y
WM Replacement Documents 40 230 215 300 160 200 ---- 100 I 590 24 105 95 01.6843
Su1,146lTs/k3 -_. r. "'_'"40 '230 218: .3 8... - 300. 17109. A200:, - �0-- 100'".� 890 r_ 0,,_ ,,-...�8 ti } , I0�.:_ _ N..z. 1569..a. r ,y31 7 0056
4 Permitting Services .- , . ... .:__ ._. __ _.___ ._ .,
^-- _
WIOIOFHODSATD 4 02 D4 08 42 04 --_-- --- ---- ' — eoz s— _'----- —
1 29,414
'.uSbit 4kBld and Award Service, , _„'-.'- .; ,,.,.;, .;4. ... 02 -• :-:04 r`•'- 06'---.'.,.42 0- •s;., 04-_., _., g..,.,;r. 0,,_ ,...0.,,, ,;..0 :0.,. "i :0. 0. ...•;:,<:.':60a-7.. ,,.2f,a1a
s
rvseStdecal"AdeadB -
-----.._..---g-- 0481------ --.- .----04 --._- 8 T. __._ 81
u9bIto5kta,Ta . ' •„ " .5•. .. .• 04 ',. .81 -': .-r_.0. • •0,• ._.04 '.,., -r 8„',: F ',8„�- ' - 0. �,61,_. . _ .0' 0_ .. ;0- 0 ,+�';;621 f ' ,9BA72
6 limited Construction Oversight i
_ .16 tnemeganatceMfroP ----- _.. 04 - ----'---.__.. __...V------- - ----- -- --. T---- 69 631 S --- 34,802
8.2 Shop Drawing Review and Approval --_ 10 40-�-- BO- 120 250 5 53, 681
38 unties MnotctsimnoaeP - _-- 2 4 -- - ----- -- —6 f 94,41
AB s F tdlRonopseR _ 51 03 06 OB
.56 wtctdepan IdoFBindeenlgnE 8 81 64 — -- __ SBt f 73,8B3
6.6 Weekly Check-inwith CEl Fleht inspector ---- ---- _._ 158--- - --------- _ _ --�-- ----_ _156 27 Sf-_-.- 54 411371956
-6.7 CertilcaOon and Record Draping Review 2 8 60 40 — 24 -.._— I 143 5 87.772
I
,uSb.Ib5ktasTa'`. , _: 'I'-', • . . •63 -031 . .604. , ,0 .., 022 . • 0..... .. ':..0. '-0::;'.. .12' . 0'•. . .:" 0 ' •0•'• ,{ .-0' " 69'. f.919 , •i 73,9111
REIMOIRSABLES
7 sTdihlesn InoveJE repsEirmeeP 5 00,05
-TOTALS.' " '-">,,;. _ '. _ ...126 ,. 810 -BID a10 6W 224 35Y ';0 124' 608' '169 _-11T 170' 138' 4,818E 8,0628
abeRatesWed :"..:'. , ,. -. ' 428000.•'-.$28000 ;$22217 t-`$203.26 .','$I 645 $15011 •. f133.04. .f110.17 $187.00 .g108,03• _ t: 141E1,_:. _-,03449. ..:.'S16960 `_ ft0048�
ntaaJ5srenadsaesm shaexecocstarts49000.0B6Pawa •Mar-Mho ScpasLrNIU YAW Rr mao1&mot
Pape 1 ort
Page 439 of 1377
Appendix C
Subconsultant Proposals
Page 440 of 1377
Z KEITH
Engineering Inspired Design.
AGREEMENT FOR PROFESSIONAL SERVICES
October 12, 2023
Taylor J. Bomarito, P.E., Associate Project Name: Miami Beach MacArthur
Hazen and Sawyer Causeway Survey
7751 Belfort Pkwy#110 Project Location: MacArthur Causeway,
Jacksonville, FL 32256 Miami Beach, FL
Phone: 904-296-1503 KEITH Project Number: 13936.M0
Email: tbomarito@hazenandsawyer.com
Dear Taylor J. Bomarito:
In accordance with your request and subsequent discussions between members of our association and
yourself, this agreement between Keith and Associates, Inc. dba KEITH (CONSULTANT) and Hazen and
Sawyer("CLIENT")for professional services is submitted for your consideration and approval. The purpose
of this Agreement is to outline the scope of services recommended by KEITH and accepted by CLIENT, and
to establish the contractual conditions between KEITH and CLIENT with respect to the proposed services.
KEITH will begin work within ten (10) days after receipt of a fully executed copy of this Agreement. Such
receipt will constitute written notice to proceed. This proposal will remain valid for thirty(30) days.
PROJECT UNDERSTANDING
The CLIENT has requested that KEITH assist in the development of a water main replacement project.
The PROJECT SITE is located at MacArthur Causeway.
KEITH will be responsible for the following disciplines: Survey and Subsurface Utility Locates &
Designates.The scope of work is specifically described on the following pages and does not include work
by other necessary disciplines unless specifically noted in the contract. The CLIENT/OWNER is
responsible for all other disciplines to complete the project. If additional agency coordination is required,
this will be included as a contract addendum.
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Pompano Beach(HQ) • Fort Lauderdale • Miami • West Palm Beach • Orlando • Port Saint Lucie
Page 441 of 1377
October 12,2023/Page 2 of 3
Miami Beach MacArthur Causeway Survey 113936.M0
Hazen &Sawyer
APPROACH
KEITH believes in a context-based approach that considers multiple facets of the development process
resulting in solutions that are curated for each authentic scenario. In addition to the traditional design
approach, we believe careful consideration should be given to economic, ecological, and social factors.
This cohesive approach to each project is engineered to enhance the opportunity for a resilient solution.
Our approach is categorized into the following three general phases:
Fxploration Phase—The process of becoming familiar with an area through extensive analysis.
Inspiration Phase—The process of developing ideas emanating from the exploration process.
lmplementaticn_P_hase—The process of activating a decision or plan
PROJECT SCOPE
KEITH will provide the below services to assist the CLIENT and Project Team.
N Survey El Transportation Engineering Services
❑ALTA/NSPS 0 Major Roadway
Topography 0 Minor Roadway
❑ Boundary 0 Drainage
❑Tree 0 Maintenance of Traffic Plans
0 Sketch and Description 0 Quality Control
0 Construction Layout 0 Other
0 Construction As-Built
0 Other LI Traffic Engineering Services
❑Traffic Impact Study
SUE ❑
® Horizontal Designation 0-PORIVEIMayStatement
❑ Location Services 0 Pavement Marking and Signage
El Utility Mapping 0 Signalization
❑ Records Research 0 Roadway Lighting
0 Other 0 Other
❑ Planning Services ❑ Landscape Architecture Services
❑ Due Diligence 0 Hardscape and Paving
❑ Platting 0 Fine Grading
El Rezoning 0 Landscape
0 Conditional Use Permit 0 Irrigation
0 Right of Way Vacation 0 Site Lighting
❑Site Plan Processing and Coordination 0 Pools or Water Features
❑ Site Plan/Project Coordination ❑ Specialty Features
❑ Other 0 Tree Inventory&Analysis
❑Other
❑ Civil Engineering Services
0 Paving, Grading and Drainage ❑Construction/Program Management
❑Water Distribution and Sanitary Sewer Services
❑ Erosion Control Plan 0 Permitting
❑Other 0 Bidding Assistance
❑ Building Permit Coordination
❑ Construction Observation
0 Construction Certification
Engineering Inspired Design.
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October 12,2023/Page 3 of 4
Miami Beach MacArthur Causeway Survey 113936.M0
Hazen&Sawyer
DESCRIPTION OF SERVICES AND DELIVERABLES
"PHASE I"
SURVE LSERVICES
Task 101 Topographic Survey
Package up the existing survey data throughout the corridor (approx. desired limits shown in yellow in the
attached Figure and KMZ data), convert to DWG, perform a few days of field verification to confirm survey
elements have not changed, utilize new title block and issue survey to the City with updated date.
KEITH will review and update the existing Topographic Survey of the site. Review includes a site visit by a
survey crew, locating additions or noting changes in the existing survey. The survey will show the right of
way lines together with surface improvements such as buildings, roadways, pavement, sidewalks, traffic
striping,walls,fences, surface utilities, etc. Trees will be noted by common name and trunk diameter. Storm
and Sanitary structures will be noted with the pipe invert elevation, diameter, material, and direction. Survey
will be referenced to the Florida State Plane Coordinate System(NAD83/11)and the North American Vertical
Datum of 1988(NAVD88).The updated survey will be delivered in a DWG format, with an updated title block
and current date of survey.
"PHASE II"
SUBS.UREACEILTILIr(ENGINEERING (SUE) SERVICES
KEITH will follow ASCE Standard 38-02 — "Standard Guidelines for the Collection and Depiction of
Existing Subsurface Utility Data" during the field and office operations for this project. The quality levels
discussed below are defined within the standard. KEITH will provide professional services associated with
designation, location (Test Holes), and mapping (Survey) of designations & Test Holes, as depicted within
the exhibit above(magenta areas only). Gravity systems, service laterals, irrigation or overhead facilities are
not included in this investigation.
Task 201 Horizontal Designation Services
KEITH will horizontally mark any known tone able and non-tone able underground utilities that are
represented on as-built plans, above ground appurtenances, and other miscellaneous utility records (to
be provided by CLIENT). Conductive utilities will be marked on the surface utilizing active geophysical
prospecting techniques in conjunction with electromagnetic equipment utilizing passive radio and audio
frequencies. Known non-conductive utilities and/or structures will be marked on the surface utilizing
Ground Penetrating Radar (GPR), above ground features, professional judgment, utility plats and/or as-
builts. This task does not include identifying gravity systems, service laterals, irrigation, or overhead
facilities unless specifically requested by the CLIENT and included in the scope of services.
Task 202 Utility Mapping
KEITH will perform surveying services to collect the surface markings completed in Task 201 that mark
the underground utilities. Survey of said markings will be based on Real-Time Kinematic (RTK) GPS
observations and referenced to the Florida State Plane Coordinate System (NAD83/11) and the North
American Vertical Datum of 1988 (NAVD88). Survey of Horizontal Designations will be delivered in a
geo-referenced (NAD83/11) AutoCAD file.
Engineering Inspired Design.
Page 443 of 1377
October 12,2023/Page 4 of 5
Miami Beach MacArthur Causeway Survey 113936.M0
Hazen&Sawyer
Task 203 Location Services
KEITH will perform up to Thirty (30) Test Holes, (20) Impervious & Ten (10) Pervious at specific sites
requested by the design engineer. Test holes will be utilized to expose utilities to minimize any potential
for damage. Test holes performed will be of minimum size (usually 1' by 1'). Backfill of test holes will be
performed utilizing the removed material, if suitable. Areas will be restored back as close as possible to
their original condition. Installation of an identifiable above ground marker will be performed at each test
hole location. Field markers will consist of a nail and disk in asphalt, or an iron rod and cap with survey
stake in grassed areas. Test holes performed in the street will be patched using cold patch. The test hole
number and utility will be identified on the ground or on the stake, as appropriate. A test hole summary
report will be created providing coordinates, depth of cover, type, size, and material if applicable. There
is a four (4) test hole minimum for location services. Survey of Test Hole reference points will be based
on Real-Time Kinematic (RTK) GPS observations and referenced to the Florida State Plane Coordinate
System (NAD83/11) and the North American Vertical Datum of 1988 (NAVD88).
Subsurface Utility Engineering Conditions and Understandings
CLIENT is required by law to contract Sunshine State One Call of Florida forty-eight(48)hours in advance
of any CLIENT excavation. KEITH will not access confined spaces. If confined spaces need to be
accessed for locating purposes,then the client will be notified, and further arrangements will be made for
said access. Additional fees may be applicable. If additional MOT is required beyond the capability of
KEITHS standard MOT operations, KEITH will notify the client. Additional requests outside the scope of
services,when requested by client and/or client's representative, will be invoiced on an hourly basis. This
proposal assumes site access is available and work can be performed between the hours of 7:30 AM
and 5:00 PM Monday through Friday.
I� Engineering Inspired Design.
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October 12,2023/Page 5 of 5
Miami Beach MacArthur Causeway Survey 113936.M0
Hazen&Sawyer
"PHASE I"
SCHEDULE
SURVEY SERVICES
Task 101 Topographic Survey 4 Weeks
COMPENSATION
SURVEY SERVICES.
Task 101 Boundary and Topographic Survey $15,690 (WE)
Total Fee $15,690 + any reimbursables
"PHASE II"
SCHEDULE
SUF SERVICES
Task 201 Horizontal Designation Services 4 Weeks
Task 202 Utility Mapping (covers Task 201 only) 4 Weeks
Task 203 Location Services (Perform up to 30 Test Holes & Map) 4 Weeks
Task 204 Permitting and Lane Closures Duration
COMPENSATION
SUE SERVLCES
Task 201 Horizontal Designation Services $22,500 (NTE)
Task 202 Utility Mapping (covers Task 201 only) $6,000 (NTE)
Task 203 Location Services (includes setup, mapping, and office support)$775ea. $23,250 (NTE)
Task 204 eermittirig_and MOT Lane Closures $7,500 (Lump Sum)
Total Fee $74,940.00 + any reimbursables
If you concur with the foregoing as well as the attached General Terms and Conditions dated August 30,
2022 and wish to direct us to proceed with the aforementioned work, please execute the agreement in the
space provided and return same to the undersigned with the required retainer.
IN WITNESS WHEREOF, CONSULTANT and CLIENT have executed this agreement the day and year
indicated below.
As to CONSULTANT As to CLIENT
KEITH Hazen &Sawyer
Signature:
Mark Mitchell Print Name:
Director of Subsurface Utility Engineering Title:
DATED: DATED:
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Page 445 of 1377
KEITH
BILLING INFORMATION FORM
Project Name:
Project Location:
Client Job/P.O Number:
CLIENT BILLING INFORMATION
Company:
Attention: Title:
Address:
City, State,Zip:
Phone:
Email (for invoicing):
SPECIAL BILLING INSTRUCTIONS:
PROPERTY OWNER IDENTIFICATION: (If other than above)
Name:
Address:
Phone: Email:
Page 446 of 1377
REVISED August 30,2022/Page 1 of 6
GENERAL TERMS AND CONDITIONS
I. COMPENSATION
A) Payments and Invoicing:
Invoices will be submitted by CONSULTANT to CLIENT monthly for services performed and expenses incurred pursuant to this Agreement
during the prior month.Payment of such invoice will be due upon presentation. CONSULTANT'S standard invoice format shall apply,and such
format shall be acceptable to CLIENT for payment,unless otherwise agreed to in writing hereunder. Invoices shall be submitted monthly based
on a percentage completed for lump sum contracts. On a Time and Material contract,invoices shall be submitted in accordance with our current
professional service fee schedule as seen on"Exhibit A"attached.
In the event of any dispute concerning the accuracy of content of any invoice,CLIENT shall within seven(7)days from the date of said invoice,
notify CONSULTANT in writing stating the exact nature and amount of the dispute. Any invoice that is not questioned within seven(7)days
shall be deemed due and payable. In the event an invoice or portion of an invoice is disputed within seven(7)days,CUENT shall be obligated
to pay the undisputed portion of the invoice as set forth in below.
If CLIENT fails to make any payment due to CONSULTANT for services and expenses within thirty (30) days from the date of invoice,
CONSULTANT may,apply the retainer to the unpaid balance of the account and/or suspend services under this Agreement until the account
has been paid in full. There will be a fee charged for suspended work,which will be negotiated when work is resumed.
In the event any invoice or any portion thereof remains unpaid for more than forty-five(45)days following the invoice date,CONSULTANT may,
initiate legal proceedings to collect the same and recover,in addition to all amounts due and payable,including accrued interest at the highest
rate allowable by law,its reasonable attorneys'fees and costs.
The invoices referenced above,will be sent in accordance to the information as reflected on the"Billing Information Form"attached hereto.
PAYMENT DELAY: If the CONTRACTOR has received payment from the OWNER and if for any reason not the fault of KEITH (the
SUBCONTRACTOR)does not receive a progress payment from the CONTRACTOR within seven(7)days after the date such payment is due:
the SUBCONTRACTOR,upon giving an additional seven(7)days written notice to the CONTRACTOR,and without prejudice to and in addition
to any other legal remedies, may stop work until payment of the full amount owing to the SUBCONTRACTOR has been received. The
Subconsultant Amount and Time shall be adjusted by the amount of the SUBCONTRACTOR'S reasonable and verified cost of shutdown,delay
and startup,which shall be affected by an appropriate Subcontractor Change Order.
B) Reimbursable Expenses:
CONSULTANT shall be reimbursed at actual cost incurred,plus a 10%carrying charge. Reimbursable expenses shall include but not be limited
to the following items.
A. Cost of black and white or color copies for drawings, specifications, reports, cost estimates, xerography and photographic
reproduction of drawings and other documents furnished or prepared in connection with the work of this contract
B. Travel associated with the project, including, but not limited to, mileage (standard IRS rate), business or first-class airfare,
automobile rental,hotel and meals.
C. Cost of postage and shipping expenses,including courier services.
D. Cost for advertising,special models,renderings or other promotional materials not outlined in the scope of services
C) Additional Services:
The undertaking by CONSULTANT to perform professional services defined within this Agreement extends only to those services specifically
described herein. No other services,whether they may be interpreted as related,incidental or implied,shall be considered to be included in the
scope of work of this proposal.If upon request of CLIENT,CONSULTANT agrees to perform additional services hereunder,CLIENT shall be
obligated to pay CONSULTANT for the performance of such additional services an amount(in addition to all other amounts payable under this
Agreement)based on an hourly fee in accordance with CONSULTANT'S current professional fee schedule,plus reimbursable expenses as
incurred by CONSULTANT,unless a lump sum addendum to Agreement is executed by the parties to this Agreement which addresses the
additional services.
Additional services shall include revisions to work previously performed that are required due to a change in the data or criteria furnished to
CONSULTANT,a change in the scope orconcept of the project initiatedby CLIENT,orservices that are required by changes in the requirements
of public agencies after work under this Agreement has commenced.
If the preceding scope of services includes public agency permitting,our quoted fees/hours include services to respond to the agency's first RAI
(Request for Additional Information). Additional agency requests or requirements shall be considered an increase to our scope of services.
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REVISED August 30,2022/Page 2 of 6
II. PROVISIONS RELATIVE TO THE SERVICES RENDERED
A) Re-use of Documents:
All original documents,including,but not limited to,drawings,sketches,specifications,maps,as-built drawings,reports,test reports,etc.,that
result from CONSULTANTS services pursuant or under this Agreement remain the sole property of CONSULTANT and are not intended or
represented to be suitable for re-use by CLIENT or others.
CLIENT may, at their expense, obtain a set of reproducible copies of any maps and/or drawings prepared for them by CONSULTANT, in
consideration of which CLIENT agrees that no additions,deletions,changes or revisions shall be made to same without the express written
consent of CONSULTANT. Any re-use without written verification of adaptation by CONSULTANT mandates that CLIENT indemnify and hold
CONSULTANT harmless from all claims,damages,losses and expenses,including,but not limited to,attorneys fees,arising out of or resulting
there from.
Photographs of any completed project embodying the services of CONSULTANT provided hereunder may be made by CONSULTANT and
shall be considered as its property and may be used for publication.
B) Performance:
CONSULTANT shall not be considered in default in performance of its obligations hereunder if performance of such obligations is prevented or
delayed by acts of God or government, labor disputes,failure or delay of transportation or by subcontractors,or any other similar cause or
causes beyond the reasonable control of CONSULTANT. Time of performance of CONSULTANTS obligations hereunder shall be extended
by time period reasonably necessary to overcome the effects of such force majeure occurrences.
C) Professional Standards:
All work performed by CONSULTANT will be in accordance with its professional standards and in accordance with all applicable government
regulations. CONSULTANT will exercise its best efforts to obtain all governmental approvals contemplated under this Agreement However,
CONSULTANT does not warrant or represent that any government approval will be obtained.
Unless the Scope of Services of this Agreement includes an investigation into the applicable land use,zoning and platting requirements for the
Project, CONSULTANT shall proceed on the assumption that the Project as presented by CLIENT, is in accordance with all applicable
governmental regulations.
Technical Limitations_for all Suh_Surface111ility Coordination
Services will be provided with due diligence and in a manner consistent with standards of the subsurface utility locating industry. Every
reasonable effort will be made to locate all utility systems of interest whether indicated on record plans available to us or not However,
no guarantee can be made that all existing utility systems can be detected,located or exposed.It may not be possible to detect utilities
without prior knowledge,such as systems that are not depicted on record prints available to us.Typically,the horizontal location effort will
include electromagnetic induction,power source detection, and ground penetrating radar(GPR).Electromagnetic induction is a method
in which a transmitted signal is applied to a metallic target.If the target is metallic and unbroken,the target can be traced and a receiver
at the surface is used to detect the transmitted signal. If the signal cannot be applied directly to the target,induction may be produced
from the surface. In this scenario bleed-off of the transmitted signal to an adjacent facility is possible,sometimes resulting in erroneous
information. PVC, HDPE,concrete pipe and other non-metallic facilities cannot be located by electromagnetic methods. Power source
detection is a technique used to locate naturally occurring magnetic fields that exist around cables while generating a signal (electric,
telephone,CATV for example).Ground penetrating radar(GPR)is available to assist in locating non-metallic utilities and other facilities
that are unidentifiable using traditional electromagnetic techniques. The accuracy of these techniques is subject to the limitation of the
available technology and certain factors and field conditions beyond our control,such as the size,depth and conductivity of the target,the
site conditions and access,soil conditions,depth to water table and the existence of adjacent buried materials and debris.The targeting
of subsurface utilities,although highly reliable,is expressly understood to represent an approximate location of the facility marked on the
ground surface. Facilities located from the surface are usually found within two feet of the surface mark. Once a possible facility has
been located from the surface,vacuum excavation services should be used to visually verify and to provide the accurate horizontal location
and vertical measurements(a test hole).Vacuum excavation techniques are used to provide a cost-effective service that causes minimal
disturbance to the site,the utility,vehicle traffic,and is acceptable to the permitting agencies.The size of the test hole excavation is kept
to a minimum, in most cases the nominal size of a test hole is 8"x 8". This service represents the best available data on subsurface
utilities given a cost-effective investigation using air/vacuum excavation.Visual verification in the test hole below the water table is not
possible.An air lance probe can be used in these instances to a reasonable depth of approximately 6 feet,although results to greater
depths may be possible.The bottom of the utility pipe and conduit is sometimes not directly available and,in most cases,can be derived
from the crown of the pipe and the pipe diameter.Pipes with a diameter of 16"or less can usually be determined by exposing a potion or
the entire pipe as needed.If pipe diameter is critical on pipe facilities greater than 16",additional test holes may be required to obtain both
edges.The bottom depth of multiple conduit and encased duct banks is determined by excavating down one edge of the utility.Additional
test holes are needed to accurately document edges,configuration and top and bottom depths.Conditions under multiple or encased duct
bank facilities cannot be excavated and therefore the existence of another facility cannot be confirmed. It is important to remember that
the bottom edge of the facility may not represent its lowest point,and the shape or configuration of the facility may not be the same on
both sides.Locating underground utilities is not an exact science.The reporting of a negative result(no facility found)should not be used
as a positive determination that the subject area is clear of all facilities or that the facility does not exist.CLIENT shall hold harmless and
indemnify KEITH against any losses because of limitations within the equipment,but not against negligence on the part of KEITH.Use of
this service does not relieve interested parties from their responsibility to make required notification prior to excavation,nor does it relieve
utility owners of their responsibility to mark the location of their facilities. KEITH will not be responsible for damage caused by others.
KEITH will not be responsible for utilities that cannot be located with the equipment and techniques provided,or those located underneath
Engineering Inspired Design.
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REVISED August 30,2022/Page 3 of 6
other utilities.If records research is not part of the scope of services,the utility owner's marks will be used to identify the utility.KEITH will
not be responsible for correcting mistakes made by other locators.Where vacuum excavation services are used,and no utility is found at
the mark provided by the utility at a depth of 5 feet,the excavation will be backfilled,referenced and invoiced as one test hole.
D) Opinions of Cost:
Since CONSULTANT does not have control over the cost of labor, materials,equipment or services furnished by others,or over methods of
determining prices,or over competitive bidding,or market conditions,any and all opinions as to costs rendered hereunder,including,but not
limited to,opinions as to the costs of construction and materials,shall be made on the basis of its experience and qualifications and represent
its best judgment as an experienced and qualified CONSULTANT,familiar with the construction industry. CONSULTANT cannot and does not
guarantee that proposals,bids or actual costs will not vary from opinions of probable cost. If,at any time,CLIENT wishes greater assurance as
to the amount of any cost,CLIENT shall employ an independent cost estimator to make such determination. Engineering services required to
bring costs within any limitation established by CLIENT will be paid for as additional services hereunder by CLIENT.
If the services under this Agreement continue for a period of more than one(1)year from the notice to proceed,CONSULTANT shall be entitled
to renegotiate the terms of this Agreement.CONSULTANT shall not be bound under this Agreement if modifications to the terms contained
herein are made without the written consent of CONSULTANT (such consent to be signified by CONSULTANTS initials next to each
modification,and if a fully executed copy hereof is not received from CLIENT by CONSULTANT on or before sixty(60)calendar days from the
date of execution by CONSULTANT.
E) Termination:
This Agreement may be terminated by either party upon seven(7)days written notice in event of the substantial failure by the other party to
perform in accordance with the terms of this Agreement through no fault of the terminating party. For the purpose of this Agreement,the failure
to pay any invoice submitted by CONSULTANT within sixty(60)days of the date of said invoice,shall be considered a substantial failure on
behalf of CLIENT. In the event of any termination,CONSULTANT shall be paid for all services rendered to the date of termination including all
reimbursable expenses.
F) Liability:
CONSULTANT is protected by Workmen's Compensation Insurance,Professional Liability Insurance and by Public Liability Insurance for bodily
injury and property damage and will furnish certificates of insurance upon request. CONSULTANT agrees to hold CLIENT harmless from loss,
damage,injury or liability arising solely from the negligent acts or omission of CONSULTANT,its employees,agents,subcontractors and their
employees and agents,but only to the extent that the same is actually covered and paid under the foregoing policies of insurance. If CLIENT
requires increased insurance coverage, CONSULTANT will, if specifically directed by CLIENT, secure additional insurance obtained at
CLIENT'S expense.
CLIENT agrees that CONSULTANTS aggregate liability to CLIENT and all construction and professional contractors and subcontractors
employed directly or indirectly by CLIENT on the Project,due to or arising from CONSULTANT'S services under this Agreement or because of
the relation hereby of CONSULTANT,its agents,employees or subcontractors,or otherwise,is and shall be limited to CONSULTANTS total
fees under this Agreement or $50,000.00 whichever is greater. In no event shall CONSULTANT be liable for any indirect, special or
consequential loss or damage arising out of the services hereunder including,but not limited to,loss of use,loss of profit,or business interruption
whether caused by the negligence of CONSULTANT or otherwise.
CLIENT agrees that CONSULTANT shall have no liability to CLIENT,or to any person or entity employed directly or indirectly by CLIENT in the
project for damages of any kind from services rendered by CONSULTANT relating to the testing for, monitoring, cleaning up, removing,
containing,treating,detoxifying or neutralizing of pollutants,whether or not,caused by the negligence of CONSULTANT.
NO INDIVIDUAL LIABILITY. IN ACCORDANCE WITH FLORIDA STATUTE
SECTION 558.0035, ANY CLAIMS ARISING OUT OF THIS AGREEMENT OR ANY
ACTS, OMISSIONS OR NEGLIGENCE OF ANY OFFICER, DIRECTOR,
EMPLOYEE, AGENT OR ANY OTHER DESIGN PROFESSIONAL EMPLOYED BY
CONSULTANT, INCLUDING BUT NOT LIMITED TO DESIGN PROFESSIONALS
WHO MAY SIGN AND SEAL DOCUMENTS RELATED TO THE SERVICES, SHALL
ONLY BE ASSERTED AGAINST CONSULTANT AND NOT AGAINST ANY
OFFICER, DIRECTOR, EMPLOYEE, AGENT OR INDIVIDUAL DESIGN
PROFESSIONAL .AS REQUIRED BY FLORIDA STATUTE SECTION 558.0035, NO
INDIVIDUAL DESIGN PROFESSIONAL IS A PARTY TO THIS AGREEMENT.
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REVISED August 30,2022/Page 4 of 6
G) Litigation:
In the event litigation in any way related to the services performed hereunder is initiated between CONSULTANT and CLIENT,the non-prevailing
party shall reimburse the prevailing party for all of its reasonable attomey's fees and costs related to said litigation.
III. CLIENT'S OBLIGATIONS:
CLIENT shall provide CONSULTANT with all data,studies,surveys,plats and all other pertinent information concerning the Project CLIENT shall
designate a person to act with authority on CLIENTS behalf with respect to all aspects of the Project. CLIENT shall be responsible for all processing
fees or assessments required for the completion of the Project. CLIENT shall provide CONSULTANT access to the Project site at reasonable times
upon reasonable notice.
IV. GENERAL PROVISIONS:
A) Persons Bound by Agreement:
The persons bound by this Agreement are CONSULTANT and CLIENT and their respective partners, successors, heirs, executors,
administrators,assigns and other legal representatives. This Agreement and any interest associated with this Agreement may not be assigned,
sublet or transferred by either party without the prior written consent of the other party,such consent not to be unreasonably withheld. Nothing
contained herein shall be construed to prevent CONSULTANT from employing such independent consultants,associates and sub-consultants
as CONSULTANT may deem appropriate to assist in the performance of the services hereunder. Nothing herein shall be construed to give any
rights or benefits arising from this Agreement to anyone other than CONSULTANT and CLIENT.
B) No Waiver or Modifications:
No waiver by CONSULTANT of any default shall operate as a waiver for any other default or be construed to be a waiver of the same default
on a future occasion. No delay,course of dealing or omission on the part of CONSULTANT in exercising any right or remedy shall operate as
a waiver thereof,and no single or partial exercise by CONSULTANT of any right or remedy shall preclude any other or further exercise of any
right or remedy.
This Agreement,including all requests for additional services placed hereunder,express the entire understanding and agreement of the parties
with reference to the subject matter hereof,and is a complete and exclusive statement of the terms of this Agreement,and no representations
or agreements modifying or supplementing the terms of this Agreement shall be valid unless in writing,signed by persons authorized to sign
agreements on behalf of both parties.
C) Governing Laws or Venue:
This Agreement shall be governed,construed and enforced in accordance with the laws of the State of Florida. Venue for any litigation shall
be Broward County,F
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REVISED August 30,2022/Page 5 of 6
EXHIBIT A PROFESSIONAL SERVICE FEE SCHEDULE
Hourly Rate
Senior Project Executive $400.00
Project Executive $350.00
Expert Witness $500.00
Government Liaison $400.00
Senior Project Manager $275.00
Project Manager III $225.00
Project Manager II $175.00
Project Manager I $150.00
Assistant Project Manager $100.00
Administrative Assistant $80.00
Engineer VI $250.00
Engineer V $225.00
Engineer IV $195.00
Engineer III $165.00
Engineer II $135.00
Engineer I $110.00
Senior Construction Manager $190.00
Construction Manager $160.00
Inspector III $125.00
Inspector II $100.00
Inspector I $90.00
Chief Surveyor $190.00
Sr. Surveyor&Mapper $180.00
Project Surveyor II $165.00
Project Surveyor I $150.00
Technician IV $140.00
Technician III $125.00
Technician II.. $110.00
Technician I $90.00
Chief Planner $190.00
Senior Planner $160.00
Planner IV $140.00
Planner Ill $125.00
Planner II $110.00
Planner I $90.00
Senior Landscape Architect $200.00
Landscape Architect II $165.00
Landscape Architect I $135.00
Arborist $140.00
Designer III $145.00
Designer II $135.00
Designer I $125.00
Chief Utility Coordinator $190.00
Senior Utility Coordinator $150.00
Utility Coordinator $110.00
Subsurface Utility Location Manager $140.00
Field Supervisor $90.00
Utility Designating/GPR $200.00
Survey Crew IV $250.00
Survey Crew III $200.00
Survey Crew II $150.00
Survey Crew I. $100.00
Survey Static Laser Scanning $250.00
Survey Drone Crew $200.00
Impervious Coring>8" $150.00/Each
Vacuum Excavation Test Hole(Pervious Surface) $350.00/Each
Vacuum Excavation Test Hole(Impervious Surface) $450.00/Each
Effective 03/07/2022
Engineering Inspired Design.
Page 451 of 1377
REVISED August 30,2022/Page 6 of 6
EXHIBIT B
Direct Expenses Cost per Unit
Photographic Copies
Color Copies
a) 8.5"x 11" $ 1.00
b) 8.5"x 14 or 11"x 17" $ 2.00
c) 24"x 36" $18.00
Black&White Copies
a) Any Size up to 11"x17" $ 0.15
b) 24"x 36" Blackline $ 2.00
c) 30"x 42" Blackline $ 2.00
d) 24"x 36"Mylar $15.00
Laminating/Transparency Film Covers $ 2.00
Display Boards
Mounted (Foam) 30"x 40" $42.00
Mounted (Foam)40"x 60" and larger $70.00
3 Ring Binders 1" $ 1.00
Dividers (Tabs) Set of 10 $ 0.80
Acco/GBC Binding $ 1.50
Facsimiles $ 2.00
Overnight Packages per service
Courier& Delivery Services per service
Postage: 1st Class Current US Postal rate
Mileage: Current IRS Standard Mileage rates
Any other expenses will be billed at cost plus 10%carrying charge.
**NOTE: Typical other reimbursable expenses include travel, lodging, and meals when traveling on
CLIENT'S behalf, identifiable communication expenses, all reproduction costs, and special accounting
expenses not applicable to general overhead.
Effective 01/01/2022
Engineering Inspired Design.
Page 452 of 1377
L A NGA N Technical Excellence
Practical Experience
Client Responsiveness
Revised 24 April 2023
7 April 2023
Taylor J. Bomarito, P.E.
Hazen and Sawyer
7751 Belfort Pkwy#110
Jacksonville, Florida 32256
Re: Proposal for Geotechnical Engineering Services
City of Miami Beach—MacArthur Causeway Water Main Replacement
Miami Beach, Florida
Langan Project No.: TBD
Dear Bomarito:
Langan Engineering & Environmental Services, Inc. (Langan) is pleased to submit this proposal
to Hazen and Sawyer("the client")to provide geotechnical engineering services for the proposed
City of Miami Beach MacArthur Causeway Water Main Replacement ("the project"), in Miami
Beach, Florida. This proposal is based on the request for geotechnical engineering services
outlined in your email of 30 March 2023, and our discussions with you during our telephone
conference on 3 April 2023.
PROJECT DESCRIPTION
We understand that the project will consist of a proposed new water main to be constructed along
MacArthur Causeway (State Road A1A). The proposed water main alignment extends for
approximately 1.7 miles along MacArthur Causeway, from Terminal Island on the east to the east end
of Watson Island in the west. We understand that the water main could be constructed via open-cut
methods or trenchless methods, such as Horizontal Directional Drilling (HDD), Horizontal Auger Boring
(i.e.Jack and Bore), or microtunneling.
AVAILABLE GEOTECHNICAL INFORMATION
The email dated 30 March 2023 outlined a proposed scope for the geotechnical investigation
consisting of nineteen (19) Standard Penetration Test (SPT) borings per ASTM D-1586) spaced at
approximately 500-feet intervals along MacArthur Causeway, with two (2) borings to be performed to
a depth of 30 feet with the other seventeen (17) borings performed to a depth of 100 feet. Typical
geotechnical laboratory testing such as organic content, moisture content and grain size analysis was
also indicated in the requested scope of services.
As we explained during our telephone conversation on 3 April 2023, extensive geotechnical
investigations were recently conducted along the above project alignment for the Miami-Dade County
Rapid Mass Transit Solution for the Beach Corridor Trunk Line project (i.e., Miami-Dade Transit
Metromover extension) and for the private-venture Miami Beach Monorail project. These
geotechnical investigations included 31 SPT borings to depths of 100 to 150 feet along the water
main project alignment. The geotechnical investigations including typical laboratory testing on
recovered soil samples (organic content, grain size analysis, moisture content, etc.). The results of
these geotechnical investigations are presented in the following reports:
1221 Brickell Ave, Suite 1800 Miami, FL 33131 T: 786.264.7200 F: 786.264.7201 www.langan.com
New Jersey•New York•Connecticut•Massachusetts•Pennsylvania•Ohio•Illinois•North Carolina•Virginia•Washington,DC
California•Texas•Arizona•Utah•Colorado•Washington•Florida I Athens•Calgary•Dubai•London•Panama
Page 453 of 1377
Proposal for Geotechnical Engineering Services Revised 24 April 2023
City of Miami Beach-MacArthur Causeway Water Main Replacement Page 2 of 4
Miami Beach, Florida
1. "Geotechnical Services Report—Preliminary Evaluation RWM Master Plan and Transit Study",
by GMEC, Inc., dated 31 October 2018;
2. "Geotechnical Data Report for Proposed Beach Corridor Rail Bridges", by Geosol, Inc., dated
22 November 2019; and,
3. "Geotechnical Data Report — Miami Beach Monorail —Terminal and Watson Islands"; dated
18 February 2021 by Langan.
These reports should be available from the Miami-Dade County Department of Transportation and
Public Works via public information requests. In addition, Langan was the geotechnical engineer of
record for the PortMiami Tunnel project, and have extensive geotechnical information in our files for
Watson Island.
GEOTECHNICAL ENGINEERING SERVICES
As discussed during our conference call, the available geotechnical information along the project
alignment exceeds the requested scope for a field geotechnical investigation, and is more than
sufficient to prepare an initial geotechnical engineering study per the requirements of the scope of
service outlined in the 30 March 2023 email, without having to perform additional field geotechnical
investigations or laboratory testing. As the project develops, supplemental field geotechnical
investigations could be performed, if necessary, to address specific project needs, changes in
alignment, etc.
We proposed the following scope of services.
Task 1 —Initial Geotechnical Engineering Study
This task includes performing an extensive file review of the available geotechnical information from
the reports listed in previous sections, other geotechnical information available in our files from nearby
projects or form publics records research. We will evaluate the geotechnical data and prepare a
geotechnical engineering study report including the following:
1. A description of the proposed project and anticipated construction.
2. A description of the site's surface conditions and a description of previous site history based
on historic aerial photographs, Sanborn Maps or other available information.
3. A description of the general geology of the area.
4. A summary of the available geotechnical information, including a plan showing the boring
locations. Boring logs with description of the recovered soils, standard penetration values,
groundwater levels, etc. will be included in an Appendix.
5. A summary of the various subsurface strata along the project alignment based on our
interpretation of the information in the boring logs, soil classification for the various layers.
6. A discussion on expected groundwater levels and expected fluctuations.
7. Prepare a geotechnical/subsurface conditions profile based on the available boring logs.
LANGAN
Page 454 of 1377
Proposal for Geotechnical Engineering Services Revised 24 April 2023
City of Miami Beach-MacArthur Causeway Water Main Replacement Page 3 of 4
Miami Beach, Florida
8. Recommendations for utility trench excavations (i.e., excavation slopes, shoring, and
potential re-use of excavated materials as backfill) and groundwater control during utility
installations.
9. Recommendations for pipe utility bedding and trench backfilling.
The geotechnical engineering study will be performed under the supervision of an experienced,
Florida Licensed Professional Engineer. The report will be signed and sealed, suitable for submission
to the reviewing or permitting agencies.
Task 2— Project Meetings and Interaction with the Design Team
We will attend coordination, design, and construction meetings as necessary with the project
team to discuss project geotechnical issues and help expedite and/or coordinate the design and
construction process. We will also interact with members of the project team as necessary to
address any geotechnical issues. Meetings and Interaction would be invoiced on an hourly basis
in accordance with the approved consultant hourly rates included in the "Agreement Between
City of Miami Beach and Hazen and Sawyer, P.C. for Engineering Services for Water and
Wastewater System Projects Pursuant to Request for Qualifications No. 2022-122-ND
(Resolution No. 2022-32175)" with a valid date of 18 January 2023. However, for billing and
budgeting purposes, a suggested allowance for meetings and additional interaction is presented
herein. We will only invoice against this task for the actual time spent.
FEES
Our fees for the scope of work described above are as follows:
Task 1 -Initial Geotechnical Engineering Study Report $18,500
Task 2- Project Meetings and Interaction with Design Team $ 5,500(allowance)
Exclusions
This proposal excludes geotechnical engineering services typically provided prior to and during
construction, including but not limited to: preparing geotechnical-related technical specifications,
reviewing and responding to contractor's submittals or request for information (construction
administration), geotechnical observation and documentation during construction, and construction
materials testing (CMT) and inspection services typically provided by a laboratory testing firm or CMT
consultant (compaction testing, concrete, grout, or masonry sampling and testing, etc.).
LANGAN
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Proposal for Geotechnical Engineering Services Revised 24 April 2023
City of Miami Beach-MacArthur Causeway Water Main Replacement Page 4 of 4
Miami Beach, Florida
CLOSING
Thank you for the opportunity to work with you on this project. If this proposal is acceptable, please
send us a sub-consultant agreement for our review. Please call us with any questions.
Sincerely,
Langan Engineering & Environmental Services, Inc.
Rafael M. Pina, P.E.
Senior Project Manager
Matthew E. Meyer, P.E., D.GE
Principal/Vice President
Cc: Vince Yarina / Langan
FBPE Registry No.6601
Wangan.com\data\MlA'otherJtafael Pina\ProposalsWazen Sawyer_CMB MacArthur Causeway WaterMain Replacement12023-4-24 CMB MacArthur Causeway
WaterMain_Geotechnical Services Proposal.Flevl.docx
LANGAN
Page 456 of 1377