Resolution 2023-32669 l -
RESOLUTION NO. 2023-32669
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING FOR THE NORTH
SHORE D NEIGHBORHOOD IMPROVEMENT (NORTH BEACH TOWN
CENTER) PROJECT, PURSUANT TO THE AGREEMENT REQUEST
FOR PROPOSALS (RFQ) 2018-312-KB MASTER DESIGN
CONSULTANT FOR INTEGRATED WATER MANAGEMENT BETWEEN
THE CITY AND JACOBS ENGINEERING GROUP, INC. AND
AUTHORIZING A TASK ORDER TO COMPLETE THE ENGINEERING
AND CONSULTING SERVICES REQUIRED FOR THE BASIS OF
DESIGN FOR SERVICES INCLUDING: (1) DESIGN ANALYSIS FOR
POTABLE WATER, SANITARY SEWER, AND STORMWATER
INFRASTRUCTURE NEEDS; (2) THE SIZING AND LOCATION OF
FUTURE STORMWATER PUMP STATION(S) AND WATER QUALITY
STRUCTURES; (3) THE CONSTRUCTION PHASING FOR
COMPLETING THE REQUIRED IMPROVEMENTS; AND (4) SUPPORT
SERVICES FOR PUBLIC OUTREACH AND COMMUNICATIONS WITH
PROJECT STAKEHOLDERS AND RESIDENTS IN THE AMOUNT NOT
TO EXCEED OF $1,825,978.52 PERFORMED BY JACOBS
ENGINEERING GROUP, INC. AND CES CONSULTING, INC.; AND
APPROVING HAZEN AND SAWYER, P.C., AS A NEW
SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR HYDRAULIC MODELING AND ASSOCIATED
ANALYSIS FOR POTABLE WATER AND SANITARY SEWER
INFRASTRUCTURE IN THE AMOUNT NOT TO EXCEED
OF $327,978.88; AND APPROVING BRIZAGA, INC., AS A NEW
SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR PUBLIC OUTREACH AND STAKEHOLDER
COMMUNICATION SERVICES IN THE AMOUNT NOT TO EXCEED OF
$124,602.54; AND APPROVING LONGITUDE SURVEYORS, LLC, AS A
NEW SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR SURVEYING IN THE TOTAL AMOUNT NOT TO
EXCEED OF $352,565.00; AND APPROVING PSI TECHNOLOGIES,
INC., AS A NEW SUBCONSULTANT, TO PERFORM ANCILLARY
SPECIALIZED SERVICES FOR GEOTECHNICAL INVESTIGATIONS IN
THE AMOUNT NOT TO EXCEED OF $22,694.52, FOR A TOTAL
PROJECT NOT TO EXCEED AMOUNT OF $2,653,819.46.
WHEREAS, on October 19, 2016, the Mayor and City Commission approved
Resolution No. 2016-29608, adopting the North Beach Master Plan, which identified the
North Beach Town Center located in the North Shore D Neighborhood as needing
redevelopment and revitalization; and
WHEREAS, on November 14, 2018, the Mayor and City Commission approved
Resolution No. 2018-30613, authorizing the City to enter into negotiations with Jacobs
Engineering Group, Inc. ("Jacobs") pursuant to Request for Qualifications No. 2018-312-
KB for Master Design Consultant for Integrated Water Management(the "RFQ"); and
WHEREAS, on February 28, 2019,the City and Jacobs entered into an Agreement
for Master Design Consultant for Integrated Water Management 2018-312-KB (the
"Agreement"), having an initial term of three (3) years,.with two (2) one-year renewal
terms, both of which have been approved; and
WHEREAS, at the June 18, 2021 and July 16, 2021 Budget Workshops, the City
budgeted $40,627,421 for the North Shore D and Town Center Neighborhood
Improvement Project in the City of Miami Beach 2022-2026 Capital Improvement Plan
under Future Stormwater Funding, thereby prioritizing the improvements for this
Neighborhood to be completed in the near future. On September 30, 2021, the Mayor
and City Commission approved Resolution 2021-31860 adopting the tentative Capital
Improvement Plan for fiscal years 2022-2026 and adopting the City of Miami Beach
tentative Capital Budget for fiscal year 2022; and
WHEREAS, on September 20, 2022, the City executed the $10,000,000 grant
agreement#22FRP35 with the State of Florida Department of Environmental Protection
(FDEP), pursuant to Florida Statutes Section 215.971, for the design and permitting of
infrastructure upgrades in the Town Center; and
WHEREAS, Jacobs provided a proposal for Work Order 5A to conduct the Basis
of Design Report and Analysis, construction phasing, and public outreach tasks under the
Agreement; and
WHEREAS, pursuant to Work Order 5A for Phase 1, Jacobs will (1) conduct
necessary hydraulic analysis and assessments to evaluate aging infrastructure and
capacity improvements (2) prioritize critical infrastructure updates surrounding the
developments in the Town Center Area; (3) phase construction along major corridors to
maintain traffic flow, (4) develop an incremental plan for construction depending on
funding availability and (5)develop a public outreach strategy to engage all stakeholders;
and
WHEREAS, the tasks for Work Order 5A entail the basis of design and field
investigations for the installation of a new stormwater quality treatment system and pump
station and for replacing water, sewer and stormwater infrastructure within the North
Shore D Neighborhood (Town Center Area)bounded by 69 Street to the south, 73 Street
to the north, the Tatum Waterway to the west, and Collins Ave to the east; and
WHEREAS, the Administration recommends approving the engineering and
consulting services for the North Shore D (North Beach Town Center) Neighborhood
Improvement Project - Basis of Design as more fully described in Work Order 5A, a
copy of which is attached; and
WHEREAS, the total project amount within Work Order 5A for Phase 1: Basis of
Design Report is not to exceed $2,653,819.46.
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 approve Work Order 5A for the North Shore D Neighborhood
Improvement(North Beach Town Center) Project, pursuant to the Agreement for Master
Design Consultant. for Integrated Water Management between the City and Jacobs
Engineering Group, Inc. which fee includes the engineering and consulting services
required for the basis of design for services including: (1) design analysis for potable
water, sanitary sewer, and stormwater infrastructure needs; (2)the sizing and location of
future stormwater pump station(s) and water quality structures; (3) the construction
phasing for completing the required improvements; and (4) support services for public
outreach and communications with project stakeholders and residents to be performed
by Jacobs Engineering Group, Inc.and CES Consulting, Inc.with fees in the not to exceed
amount of $1,825,978.52; and further approve Hazen and Sawyer, P.C., as a new
subconsultant, to perform specialized ancillary services for hydraulic modeling and
associated analysis for potable water and sanitary sewer infrastructure with fees in the
not to exceed amount of $327,978.88; and further approve Brizaga, Inc., as a new
subconsultant, to perform specialized ancillary services. for. public outreach and
stakeholder communication services with fees in the not to exceed amount of
$124,602.54; and further approve Longitude Surveyors, LLC, as a new subconsultant, to
perform specialized ancillary services for surveying with fees in the not to exceed amount
of$352,565.00; and further approve PSI Technologies, Inc., as a new subconsultant, to
perform ancillary specialized services for geotechnical investigations with fees in the not
to exceed amount of$22,694.52, for a total Work Order 5A in the not to exceed amount
of$2,653,819.46 in the aggregate.
PASSED and ADOPTED this of day of 'Jcin`e , 2023.
,012- 1-----__
Dan Gelber, Mayor
ATTEST:
JUL 12 2023
APPROVED AS TO
"'" FORM&LANGUAGE
Rafael E. Granado, City Clerk -W,� %%%%iii%
&FOR EXECUTION
'fit' °e'ORATED 1 — to- Z
',„ '•
iht
-v*. �6 _ City Attorney Dote
Resolutions-R7 L
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission .
FROM: Alina T. Hudak, City Manager
DATE: June 28, 2023
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVING FOR THE NORTH SHORE D
NEIGHBORHOOD IMPROVEMENT (NORTH BEACH TOWN CENTER)
PROJECT, PURSUANT TO THE AGREEMENT REQUEST FOR
PROPOSALS (RFQ) 2018-312-KB MASTER DESIGN CONSULTANT FOR
INTEGRATED WATER MANAGEMENT BETWEEN THE CITYAND JACOBS
ENGINEERING GROUP, INC. AND AUTHORIZING A TASK ORDER TO
COMPLETE THE ENGINEERING AND CONSULTING SERVICES
REQUIRED FOR THE BASIS OF DESIGN FOR SERVICES INCLUDING:
(1) DESIGN ANALYSIS FOR POTABLE WATER, SANITARY SEWER, AND
STORMWATER INFRASTRUCTURE NEEDS; (2) THE SIZING AND
LOCATION OF FUTURE STORMWATER PUMP STATION(S) AND WATER
QUALITY STRUCTURES; (3) THE CONSTRUCTION PHASING FOR
COMPLETING THE REQUIRED IMPROVEMENTS; (4) SUPPORT
SERVICES FOR PUBLIC OUTREACH AND COMMUNICATIONS WITH
PROJECT STAKEHOLDERS AND RESIDENTS IN THE AMOUNT NOT TO
EXCEED OF $1,825,978.52 PERFORMED BY JACOBS ENGINEERING
GROUP, INC. AND CES CONSULTING, INC.; AND APPROVING HAZEN
AND SAWYER, P.C., AS A NEW SUBCONSULTANT, TO PERFORM
SPECIALIZED ANCILLARY SERVICES FOR HYDRAULIC MODELING AND
ASSOCIATED ANALYSIS FOR POTABLE WATER AND SANITARY SEWER
INFRASTRUCTURE IN THE AMOUNT NOT TO EXCEED OF $327,978.88;
AND APPROVING BRIZAGA, INC., AS A NEW SUBCONSULTANT, TO
PERFORM SPECIALIZED ANCILLARY SERVICES FOR PUBLIC
OUTREACH AND STAKEHOLDER COMMUNICATION SERVICES IN THE
AMOUNT NOT TO EXCEED OF $124,602.54; AND APPROVING
LONGITUDE SURVEYORS, LLC, AS A NEW SUBCONSULTANT, TO
PERFORM SPECIALIZED ANCILLARY SERVICES FOR SURVEYING IN
THE TOTAL AMOUNT NOT TO EXCEED OF $352,565.00;AND APPROVING
PSI TECHNOLOGIES, INC., AS A NEW SUBCONSULTANT, TO PERFORM
ANCILLARY SPECIALIZED SERVICES FOR GEOTECHNICAL
INVESTIGATIONS IN THE AMOUNT NOT TO EXCEED OF $22,694.52, FOR
A TOTAL PROJECT NOT TO EXCEED AMOUNT OF $2,653,819.46.
Page 1404 of 1808
RECOMMENDATION
The Administration recommends approving the engineering and consulting services for the
North Shore D (North Beach Town Center) Neighborhood Improvement Project - Basis of
Design as more fully described in Work Order 5A, a copy of which is attached. This scope
seeks (1) to conduct necessary hydraulic analysis and assessments to evaluate capacity
improvements and aging potable water, sanitary sewer, and stormwater infrastructure; (2)
prioritize critical infrastructure updates surrounding the developments in the Town Center Area;
(3) to phase construction along major corridors to maintain traffic flow, (4) to develop an
incremental plan for construction depending on funding availability, and (5) develop a public
outreach strategy to engage all stakeholders, within the North Shore D Neighborhood (Town
Center Area) bounded by 69 Street to the south, 73 Street to the north, the Tatum Waterway to
the west, and Collins Ave to the east. The total project amount within Work Order 5A for Phase
1: Basis of Design Report is not to exceed $2,653,819.46.
BACKGROUND/HISTORY
On October 19, 2016, the Mayor and City Commission approved Resolution no. 2016-29608,
adopted the North Beach Master Plan,which identified the North Beach Town Center located in
the North Shore D Neighborhood as needing redevelopment and revitalization.
On May 16, 2018, the Mayor and City approved Ordinance No. 2018-4189 adopted the
Comprehensive Plan Amendment "Miami Beach 18-1 ESR" which provided for an increase to
the maximum Floor Area Ratio (FAR) in the Town Center (TC) zoning districts (Collins and
Dickens Avenues to Indian.Creek Drive between 69 and 72 Streets) to 3.5 FAR from the
current FAR of 2.25 to 2.75 for the TC-1 district; from 2.0 for the TC-2 district; and from 1.25
for the TC-3 district.
November 14, 2018, the Mayor and City Commission approved Resolution No. 2018-30613,
authorizing the City to enter into negotiations with Jacobs Engineering Group, Inc. ("Jacobs")
pursuant to Request for Qualifications No,. 2018-312-KB for Master Design Consultant for
Integrated Water Management(the"RFQ").
On February 28, 2019, the City and Jacobs entered into an Agreement for Master Design
Consultant for Integrated Water Management ("Agreement"), having an initial term of three (3)
years,with two (2)one-year renewal terms, both of which have been approved.
. At the June 18,2021 and July 16, 2021 Budget Workshops, the City budgeted $40,627,421 for
the North Shore D and Town Center Neighborhood Improvement Project in the City of Miami
Beach 2022-2026 Capital Improvement Plan under Future Stormwater Funding, thereby
prioritizing the improvements for this Neighborhood to be completed in the near future. On
September 30, 2021, the Mayor and City Commission approved Resolution 2021-31860
adopting the tentative Capital Improvement Plan for fiscal years 2022-2026 and adopting the
City of Miami beach tentative Capital Budget for fiscal year 2022.
On September 20, 2022, the City executed the $10,000,000 grant agreement#22FRP35 with
the State of Florida Department of Environmental Protection (FDEP), pursuant to Florida
Statutes Section 215.971, for the design and permitting of infrastructure upgrades in the Town
Center.
Page 1405 of 1808
The tasks for Work Order 5A entail the basis of design and field investigations for the
installation of a new stormwater quality treatment system and pump station and replacing water,
sewer and stormwater infrastructure within the North Shore D Neighborhood (Town Center Area)
bounded by 69 Street to the south, 73 Street to the north, the Tatum Waterway to the west, and
Collins Ave to the east.
ANALYSIS
The North Beach Town Center is a priority flood mitigation project in the heart of the newly
designated Community Redevelopment Area. The project intention is to design the necessary
improvements to harden and revitalize the area with the primary objective of mitigating flooding
caused by intense rain events, high tides, and sea level rise. Additionally, the Public Works
Department identified improvements required to rehabilitate or replace aging infrastructure and
to support the many developments encouraged to build in the Town Center Area due to the
FAR increase. This project will take the existing commercial hub of North Beach and develop
the flood mitigation and water and sewer infrastructure to transform it into a resilient, compact,
pedestrian-friendly town center that is vibrant and dynamic.
The City has conducted several City-wide studies to identify improvements needed throughout
the City's infrastructure: The City's 2019 Water and Sewer Master Plans, completed by Hazen
and Sawyer, P.C., identified several priority improvements to the water and sewer infrastructure
within the Town Center area; and the 2019 Stomiwater Facilities Plan, completed by AECOM
Technical Service, Inc., identified the replacement and upsize of a majority of the stormwater
infrastructure and the installation of up to two (2) stormwater pump stations for the Town Center
area.
Due to this potential population increase generated by the FAR increase, it is necessary to
conduct hydraulic modeling analysis and existing system assessments to correctly size the
potable water, sanitary sewer, and stormwater systems in the Town Center Area to ensure that
the infrastructure will support current and future population growth. Due to the various unknowns,
the Public Works Department determined that it is necessary to conduct a Basis of Design
Analysis and Report prior to detailed design. Additionally, the North Beach Town Center and
surrounding areas are a highly trafficked area by both pedestrians and vehicles, and 71 Street is
an emergency evacuation route and a State highway. The construction of all infrastructure
improvements will need to be phased to address critical infrastructure needs, maintain traffic
flow, and manage funding availability.
Procurement Selection Process:
November 14, 2018, the Mayor and City Commission approved Resolution No. 2018-30613,
authorizing the City to enter into negotiations with Jacobs Engineering Group, Inc. pursuant to
Request for Qualifications No.2018-312-KB for Master Design Consultant for Integrated Water
Management. Jacobs Engineering Group was the only selected Engineering Consultant under
this contract. On February 28, 2019, the City and Jacobs Engineering Group entered into an
Agreement for Master Design Consultant for Integrated Water Management ("Agreement"),
having an initial term of three (3)years, with two (2)one-year renewal terms, both of which have
been approved.
Jacobs Engineering Group, Inc. provided a proposal to conduct the Basis of Design Report
and Analysis, construction phasing, and public outreach tasks under executed agreement 2018-
312-KB for Master Design Consultant for Integrated Water Management. This Work Order 5A
Page 1406 of 1808
for Phase 1 design will (1) conduct necessary hydraulic analysis and assessments to evaluate
aging infrastructure and capacity improvements (2) prioritize critical infrastructure updates
surrounding the developments in the Town Center Area; (3) to phase construction along major
corridors to maintain traffic flow, (4) to develop an incremental plan for construction depending
on funding availability, and (5)develop a public outreach strategy to engage all stakeholders.
Pursuant to the agreement request for proposals (RFQ) 2018-312-KB Master Design
Consultant for Integrated Water Management between the City and Jacobs Engineering Group,
Inc. and authorizing a task order to complete the engineering and consulting services required
for the basis of design for services including: (1) design analysis for potable water, sanitary
sewer, and stormwater infrastructure needs; (2) the sizing and location of future stormwater
pump station(s) and water quality structures; (3) the construction phasing for completing the
required improvements; (4) support services for public outreach and communications with
project stakeholders and residents in the amount not to exceed of$1,825,978.52 performed by
Jacobs Engineering Group, Inc. and CES Consulting, Inc.; and approving Hazen and Sawyer,
P.C., as a new subconsultant, to perform specialized ancillary services for hydraulic modeling
and associated analysis for potable water and sanitary sewer infrastructure in the amount not to
exceed of $327,978.88; and approving Brizaga, Inc., as a new subconsultant, to, perform
specialized ancillary services for public outreach and stakeholder communication services in the
amount not to exceed of $124,602.54; and approving Longitude Surveyors, LLC, as a new
subconsultant, to perform specialized ancillary services for surveying in the total amount not to
exceed of $352,565.00; and approving PSI Technologies, Inc., as a new subconsultant, to
perform ancillary specialized services for geotechnical investigations in the amount not to
exceed of$22,694.52,for a total project not to exceed amount of$2,653,819.46.
In accordance with Article 1 of the Agreement, contract amendments require the approval from
City Commission for amounts in excess of $50,000. Therefore, this item seeks authority to
approve the following subconsultants: Hazen and Sawyer, P.C., Brizaga, Inc., Longitude
Surveyors, LLC, and PSI Technologies, Inc., included as part of this agenda item in order to
approve all of the needed modifications in a comprehensive manner.
SUPPORTING SURVEY DATA
Results from the 2022 Resident Survey related to the City's perception and satisfaction show
an overall approval of 67.4%, and rated the City as a good place to live.
FINANCIAL INFORMATION
Account Code: 303-0815-061357-29-410-561-00-00-00-50323
The total project budget for Phase 1 design services is $2,653,819. The City has been
awarded a total of $10M in Resilient Florida Grants from the Florida Department of
Environmental Protection (FDEP) for design and permitting. The City received approval from
FDEP to use the Master Design Consultant for Integrated Water Management (2018-312-KB)
and Jacobs Engineering Group for the grant-funded project January 24, 2023. This funding will
be used to fund Work Order 5A in its entirety.
The City has applied for a Building Resilient Infrastructure and Communities Grant funded
through the Federal Emergency Management Agency (FEMA) in the amount of $49M with a
City Match of $20M for the construction of the Stormwater Components; the City has not been
awarded this funding at this time. This project will provide a cost estimate for the proposed
Page 1407 of 1808
infrastructure improvements and the City will engage another estimating consultant to validate
the conceptual estimate.
As the Project continues to progress and more accurate cost estimates are developed, the City
will look into opportunities to minimize the funding gap by securing additional grant funds, value
engineering the Project and, phasing the Project.
CONCLUSION
Once completed, this project will take the existing commercial hub of North Beach and develop
the flood mitigation and water and sewer infrastructure to transform it into a resilient, compact,
pedestrian friendly Town Center that is vibrant and dynamic. This project will improve the
mobility and quality-of-life for our residents, visitors, and workforce.
In order for the City to advance the improvements in the North Beach Town
Center Neighborhood, the Administration recommends that the Mayor and City Commission
adopt the Resolution approving the Task Order with'Jacobs Engineering Group, Inc.
Applicable Area
North Beach
Is this a"Residents Right Does this item utilize G.O.
to Know" item. pursuant to Bond Funds?
City Code Section 2-14?
Yes No
Strategic Connection
Environment & Infrastructure - Reduce risk from storms, high tides, groundwater, and sea level
rise.
Legislative Tracking
Public Works
ATTACHMENTS:
Description
o Jacobs Work Order 5A
o Draft RESO
Page 1408 of 1808
Jacobs
North Beach D Neighborhood Improvement Project
Jacobs.
Work Order 5A:
North Shore D Neighborhood Improvement Project
Phase 1: Basis of Design Report
May 31 st, 2023
Master Design Consultant for Integrated Water Management
RFQ No.2018-312-KB—Resolution No.2018-30613
aF 1Y�
•
-� f ti��iJ."
Page 1409 of 1808
North Beach D Neighborhood Improvement Project ‘Jacobs
Contents
Contents 2
Project Background 3
Project Understanding ' 4
Project Scope of Services 6
Task 1 Project Management and Coordination 7
1.1 Project Management 7
1.2 Project Kick-Off 7
1.3 Field Site Visit/Assessment Review 8
1.4 Data Collection and Geographic Information System(GIS)Update 8
Task 2 Stakeholder Communication,and Consensus Building 10
2.1 Development of Public Communication Plan 10
2.2 Community Meetings 11
2.3 Developer Introduction Meetings 12
2.4 Brand Development 13
2.5 Project Updates and Stakeholder Coordination 13
2.6 Pump Station Meetings 13
Task 3 Pre-Design Phase-Infrastructure Modeling and Needs Assessment 15
3.1 Stormwater Management System(Water Quantity) 15
3.2 Stormwater Pump Stations 19
3.3 Stormwater Management System(Water Quality) 20
3.4 Potable Water&Sewer System 20
Task 4 Project Definition and'Phasing 29
Task 5 Development of Basis of Design Report(BODR) 31
Task 6 Technical Support during Implementation of the Public Outreach Plan(T&M) 32
Task 7 Field Studies 33
Page 1410 of 1808
North Beach D Neighborhood Improvement Project vacobs
Project Background
Miami Beach has designated the entire CITY as an Adaptation Action Area (AAA) in the CITY's
Comprehensive Plan, which specifies resilient principles, goals, and adaptation strategies. AAA's are
designated to prioritize actions and funding for flood prone areas. The Plan includes the objective to
increase the CITY's resilience to the impacts of climate change and rising sea levels by developing and
implementing adaptation strategies and measures to protect human life,natural systems and resources and
adapt public infrastructure,services,and public and private property.The Plan calls for the CITY to prioritize
strategies in areas,which currently experience or are projected to experience tidal flooding,storm surge,or
both as a priority for the development and implementation of adaption strategies.
As defined in the 2020 Neighborhood Project Prioritization,the North Shore D neighborhood,including
the North Beach Town Center,is a priority flood mitigation project in the heart of the North Beach
Community Redevelopment Area(CRA)created in February 2021.The CRA was created to encourage
redevelopment,revitalization,economic growth,and investment,as well as address commercial vacancies,
Limited housing stock,and resiliency challenges.
Figure 1 (in the section to follow)shows the project boundaries of the North Shore D project,which
include 73rd Street to the north,Collins Avenue to the east,69th Street to the south and Indian
Creek/Dickens Avenue to the west.Boundaries also includes the portion along 71st street between Indian
Creek Drive and Bonita Drive. Figure 1 delineates the North Shore D neighborhood area as a red line
boundary.
The intent of this project is to address the risk of current and future flooding, compounded by future sea
level rise, by adapting the roads and stormwater drainage systems in and around the North Beach Town
Center (Zone TC-C), in areas that are currently prone to frequent flooding by tidal and rain events. This
project will improve community resilience,business continuity and quality of life by increasing the capacity
of the stormwater conveyance and treatment system for the entire basin, including new stormwater
drainage pipes,stormwater pump(s),water quality wells and other new treatment systems.In addition,the
project will address improvements to the potable and fire water distribution system and the sanitary sewer
system within the affected areas of the neighborhood. The project will address streetscape and landscape
design to improve neighborhood aesthetics and the urban canopy.
Page 1411 of 1808
North Beach D Neighborhood Improvement Project vacs S
Project Understanding
The City of Miami Beach (CITY)requests that Jacobs Engineering Group Inc.(CONSULTANT TEAM)provide
technical support and integrated engineering planning and design services for the North Shore D
Neighborhood Improvements(PROJECT). The planning and design of the project will be divided in various
phases with corresponding Work Orders for each Phase. Phase 1 (Work Order 5A)will focus on completing
the project subsurface utilities modeling and definition of the improvements related to the project. Phase
1 will include the development of the Basis of Design Report(BODR)focusing on the identification of the
subsurface improvements,approach,and phasing)for City of Miami Beach Commission approval and public
presentations at community meetings. Subsequent project phases will include definition of roadway typical
sections, roadway improvements, landscaping and other improvements related to the project and the full
design of the improvements identified in the previous phases of the PROJECT. The scope of this Work Order
(Work Order 5A)is limited to Phase 1 and will conclude with the development of the BODR for the PROJECT
focusing on the modeling of subsurface utilities and identification of improvements. The CONSULTANT,
TEAM will submit a separate Work Order for the subsequent phases of the project.
The CITY received a Resilient Florida Grant Program Award in Fiscal Year 2021-22 for $10M. The
CONSULTANT TEAM will make every commercially reasonable effort to ensure that the Work Orders can,be
completed within the$10M budget.
Phase 1 scope of work (Work Order 5A) is focused on identifying and prioritizing the subsurface
infrastructure improvement needs and developing an integrated infrastructure implementation plan. The
primary focus of this project is to mitigate flooding caused by intense rain events,high tides,and future sea
level rise, and also improves the potable water, and sanitary sewer,.The project includes one or two new
stormwater pump stations including water quality treatment and outfalls, new stormwater collection
system, replacement of existing water and sewer mains, proposed water, and sewer line sub-aqueous
crossing under a tidal creek to replace existing aerial crossing and road elevation pursuant to the CITY's
2020 Road Elevation Strategy.
The CITY has conducted multiple previous Master Planning efforts that provide the foundation for the
Conceptual Design for this project:
• North Beach Master Plan,2016
• North Beach:Town Centre District,Intensity Increase Study,2014
• Resiliency Standards for Tidal Flood and Protection
• Sanitary Sewer Master Plan,2019
• Stormwater Facilities Plan,2019
• Stormwater Management Master Plan,2010
• Sustainability Plan,2011
• Transportation Master Plan,2016
• Urban Forestry Master Plan,2020
• Water Master Plan,2019
Figure 1 below depicts the North Shore D project boundary(red line) and the North Beach Town Center
boundary(blue line).
While this project will include the public infrastructure projects within the red project area boundary, the
Town Center will be prioritized for near term projects to support the private redevelopment activities
underway with the intent to align construction activities to minimize disruption for the community and the
businesses therein.
Page 1412 of 1808
7
North Beach D Neighborhood Improvement Project vacs s
There are multiple proposed developments and Miami Beach General Obligation Bond and capital
improvement projects planned within the limits of North Shore D Neighborhood; particularly in the Town
Center area. These future public(yellow outline)and private(green outline)developments and projects will
be considered during the planning portion of the project to assess the potential impact of the projects on
the neighborhood infrastructure.
T
.. 'w r y. •. ...1. rim _ , f t ::r
ill N
/• --1,
•.
. Iv ,3, ,fi III
.-i J 1 _(`:
_ '4- •
j ',rill'min .r. ' �` :
•
•
\1 �,r O _ ;r,t ' . r .�� , •1 —a a7a . ' '—
, ''. 1' � , ti .
i•ooe r T`: '' Al ...
• py
• o z i �J { - _� r
ikik
•
,3 \_ ,,.' .., ,- - - -tom _+>A -4 ! 1 - 1
-.. .N°- -• It. ,,i..,1 1C:F , —
^�
® wam 6e.cn we+oneemooa oryeee wimm O ram center CeY owned FDOT ROW
� The Limits OIMam Shoo.D a Tam Center North Shoe 0! Development Miami Beech ROW
e® • i_.._..Upwmi g
Figure 1.Approximate Project Boundary
Page 1413 of 1808
•
North Beach D Neighborhood Improvement Project vacs S
Project Scope of Services
The scope of services for the development of the Conceptual Design Report for the North Shore D
neighborhood for the CITY of Miami Beach,includes the following tasks:
Task 1 —Project Management and Coordination
Task 2—Stakeholder Communication,and Consensus Building
Task 3—Pre-Design Phase-Infrastructure Modeling and Needs Assessment
Task 4—Project Definition and Phasing
Task 5-Development of Basis of Design Report(BODR)
Task 7—Field Studies
Page 1414 of 1808
7
North Beach D Neighborhood Improvement Project vacobs
Task 1 Project Management and Coordination
1.1 Project Management
The CONSULTANT TEAM will provide project management,coordination,and oversight for the duration of
this Work Order. This task includes development and review of project planning documents, project
management plan,maintenance of the project document control systems,execution and oversight of sub-
consultant agreements,update of project schedule and deliverables list,and project safety plan. .
The CONSULTANT TEAM will plan and coordinate monthly progress meetings prepare project invoices and
progress reports, as defined in the Master Agreement(RFQ 2018-312-KB), Article 7—Compensation for
Services.
Meetings/Workshops
• Planning and Coordination of Monthly Progress Status Meetings (Virtual) with the CITY's Project
Manager to discuss progress and open action items[Assumption:Up to 16 progress meetings attended
by the CONSULTANT Project Manager and two additional CONSULTANT team members]
Deliverables
• Agenda,and Meeting minutes of Monthly Progress Meetings
• Project Baseline Schedule(MS Project)(electronic)
• Monthly updates to project schedule(electronic)
• Monthly Progress reports and invoice(electronic)
• Open Action Item List(monthly updates)(electronic)
• Updates to Project Change Log
1.2 Project Kick-Off
The CONSULTANT TEAM will conduct a Kick-Off Meeting with the CITY to review project goals, scope,
approach,team organization,subconsultants, deliverables,and schedule for the project.This meeting will
include the discussion of the overall project communication plan,preliminary success factors, preliminary
project risk register, change management plan, and performance indicators. Project success factors and
intended outcomes will be defined, will guide the project execution, and will provide metrics that will be
measured and reported on throughout the duration of the project to ensure project success for the CITY and
project stakeholders.
During the meeting the following areas will be discussed:
• Project objectives:The overall plans for the project site to ensure that all participants have the same
understanding of scope and purpose of the project.
• Communications procedures: Joint definition of the verbal and written communications practices,
procedures,and frequency.
• CITY design criteria standards and preferences: Affirm which CITY standards for design criteria or
standard products wilt be used,as well as verify CITY preferred equipment types,suppliers,and vendors.
• Validation of Policy and Level of Service(LOS)
• Validation of Modeling Scenarios and future growth scenarios
• Lessons Learned from First Street and West Avenue Neighborhood Improvement Projects
• Validation of information on future developments
Page 1415 of 1808
North Beach D Neighborhood Improvement Project ./aco s
• Discussion of equipment types,suppliers,and vendors that are required if you receive federal funding
• Draft version of the Proposed Communication Plan
Meetings/Workshops
• Kickoff Meeting-In Person/Virtual
Deliverables
• Meeting Agendas,Discussion Materials and Meeting Minutes(electronic)
• Presentation for the CITY Kickoff Meeting
1.3 Field Site Visit/Assessment Review
CONSULTANT TEAM will conduct a Field Site Visit/Assessment review with CITY staff, including at least 3
members of consultant team. CONSULTANT TEAM will submit a site visit report with the summary of the
major findings and observations collected during the site visit within 10 working days following completion
of the site visit.
Meetings/Workshops
• Field Site Visit with CITY
Deliverables
• Draft and final site visit report(electronic)
1.4 Data Collection and Geographic Information System (GIS) Update
Following the Notice to Proceed(NTP),CONSULTANT TEAM will submit a list of information to be obtained
from CITY prior to the project Kickoff Meeting. CONSULTANT TEAM will review the information provided by
the CITY and report any findings that affect the development of the subsequent phases of the project.CITY
will provide available records on recently completed CITY water, sewer, and stormwater management
projects (Stormwater Treatment Systems (STS), tide gates/backflow prevention, outfalls, pumps, pipe
systems,water quality Best Management Practices(BMPs),and road modifications)and related information
such as sea wall inventory and elevations,building FFEs,and a list of recent and planned public and private
development projects in the area. CITY will provide any known changes from the in-progress stormwater
master plan update effort that may inform the conceptual design of the North Shore D project.
CONSULTANT TEAM will review the information and prepare a List of information gaps. The information
gaps may include,but will not be limited to:
• Updated GIS shapefiles of entire existing stormwater,potable water,sanitary sewer,and other CITY
infrastructure system information,including pipes,pumps,valves, backflow preventers,manholes,
hydrants,etc.
• Project construction records (including as-built drawings, specifications, design standards, 0&M
manuals,pile installation records,construction cost estimates,approved submittals,etc.)on recent
projects that have been completed near the project area.
• Available Topographical Surveys and digital elevation model(DEM)
• Aerial photographs for base maps
• AECOM hydrologic and hydraulic(H&H)models,GIS layers,and other supporting information about
their recommendations
• Private development projects,building FFEs and sea wall elevations
• Population projections, traffic zone analysis, data, non-residential development plans, downtown
re-development plans,and current and projected land use through 2040 or to the extent available
• Customer consumption records,potable and reuse water demand,and wastewater flow
Page 1416 of 1808
North Beach D Neighborhood Improvement Project vacobs
o Projections through 2040 or to the extent available, including a description of the
procedure used for demand/flow projections. Please note that some projections will have
to be calculated by the CONSULTANT TEAM
• Existing water distribution and wastewater collection system hydraulic model files,pressure zones,
asset inventory,as-built information,and maps.
• Public and private property elevation certificates
Meetings/Workshops
• Conference Call to discuss Request for Information with CITY
Deliverables:
• Request for Information and Gap Analysis
• Visual Representation of information provided
•
Page 1417 of 1808
North Beach D Neighborhood Improvement Project vacs S
Task 2 Stakeholder Communication, and Consensus Building
2.1 Development of Public Communication Plan
The Public Communications Plan will be a comprehensive strategy that outlines how the CONSULTANT
TEAM will effectively communicate with project stakeholders to provide clarity and transparency and foster
trust and buy-in from stakeholders.The Public Communications Plan will focus on an organized approach
to tiered stakeholder engagement,inclusive of all phases of the project.This tiered approach considers each
stakeholder group separately and how the communications efforts must be crafted to reach and appeal to
that specific audience.This strategy focuses on goals and objectives,with each group sharing the same goals
but with different objectives.
In coordination with the City,the CONSULTANT TEAM will expand upon the list of primary and secondary
stakeholders already identified,including,at a minimum:
• Existing residents and businesses
• Homeowner associations
o Altos Del Mar
o Normandy SUD
o Biscayne Point
o Biscayne Beach
o Stillwater
• Business organizations
o NoBe CRA Committee
o Normandy Fountain Business Association
o Miami Beach Life Magazine
• Developers for adjacent construction projects
• City department representatives for City planned projects
o GO#1:72nd Street Civic Center/Haskell
o GO#13:North Shore Park and Youth Center
o Capital Improvements projects
• Florida Department of Transportation(FDOT)
From this expanded stakeholder list,the CONSULTANT TEAM will work with the City to establish a Project
Steering Committee,comprised generally of leaders within the key stakeholder groups identified as well as
other key City personnel. After the Steering Committee has been established, a meeting will be help to
discuss the project overview and identify goals and objectives of the various stakeholder groups.
Once objectives are recognized and adopted,the CONSULTANT TEAM will work alongside the City to identify
the most appropriate tactics to reach the various stakeholder groups. These tactics may include tools,
methods, frequencies, channels, messaging strategies, and other elements to ensure consistent and
effective outreach.To maintain continuity and consistency in communications,the CONSULTANT TEAM will
work with the City to establish project definitions,terms,and narratives to be utilized by all members of the
project team.
The Public Communications Plan will identify communications touch points and will be supplemented with
an outreach schedule to support the design activities and maximize community engagement.The outreach
schedule will specify when meetings would be held,and what would be the purpose and intended audience
of each meeting. The schedule will also include target dates for promotional and educational outreach
content including website and social media updates. This content wilt be developed to align with the
production of deliverables by the technical team. The Project Communications Plan will also include
Page 1418 of 1808
North Beach D Neighborhood Improvement Project vacobs
guidelines for how each outreach activity shall be carried out, including timelines, approval procedures,
responsible parties,and desired outcomes.This approach will facilitate an active stakeholder base and allow
for timely adjustments by the design team or communications team.
Following a review of the draft plan by the City, the CONSULTANT TEAM will hold a second Steering
Committee meeting to review the communications plan,discuss tactics,and make adjustments as necessary
for the successful advancement of the Project.
Upon receipt of recommended revisions and approval by the City,the CONSULTANT TEAM will produce a
Final Public Communications Plan for implementation through the completion of the Basis of Design
Report.
Meetings/Workshops
• Attendance to Progress Meetings(Virtual)on a monthly basis
Deliverables
• Expanded list of key stakeholders
• Steering Committee Kickoff Meeting
• Communications Plan
2.2 Community Meetings
To engage the community from the outset of the Project,the CONSULTANT TEAM will plan and produce
two (2) introductory meetings with residents and business organizations within the affected project area.
Meetings will generally be set up in a hybrid format.The option of attending the meetings in person or
remotely via an online platform will be given to stakeholders to ensure maximum participation and
engagement.
The intent of the community introduction meetings is to provide stakeholders with an overview of the
proposed infrastructure project.The meetings serve as an opportunity to inform the community about the
purpose,scope,and potential impact of the project,as well as to gather feedback,concerns,and questions
from the stakeholders.The specific timing and content of the meetings will be discussed and determined in
coordination with the Project Steering Committee as part of Task 2.1.
To maximize meeting attendance,a mailing and social media campaign will be planned and executed.The
mailing will include a brief introduction to the project, the date,time, and location of the meeting, and a
request for RSVPs.A social media campaign will also be created to spread the word across various platforms,
with provisions for collecting community feedback further detailed under Task 2.6.
The CONSULTANT TEAM will provide and set up audio-visual equipment including microphones,speakers,
projectors,and screens,to ensure effective broadcasting of the meeting.The meeting will be facilitated by
the project team, who will present the project and answer any questions from the stakeholders. The
production of these meetings will include provision of educational flyers,sign in sheets,presentations,and
display boards.The City will be responsible for translation and ADA services if needed.
The meetings aim to create awareness and generate interest in the project,to ensure that stakeholders are
informed and engaged throughout the development process.Additionally,the meeting serves as a platform
for the project team to establish a dialogue with the community and demonstrate their commitment to
transparency,collaboration,and responsiveness to stakeholder needs.This will foster a positive relationship
between the project team and the community, build trust and credibility, and ensure that the project is
Page 1419 of 1808
- 7
North Beach D Neighborhood Improvement Project vacO S
aligned with the community's priorities and values.By involving stakeholders in the development process,
the project team can ultimately improve the quality and success of the project and minimize potential
conflicts or negative impacts.
The CONSULTANT TEAM will collect and distribute meeting notes to Jacobs and the City for consideration
throughout the Basis of Design Report of the project.
Deliverables
• Meeting Promotion Social Media post
• Meeting Promotion Direct Mailer
• Comment Cards
• Informational Flyer
• Four(4)informational posters(specific content TBD)
• Two(2)Community meetings(specific timing TBD)
• Meeting Minutes
2.3 Developer Introduction Meetings
The development teams working on the various private projects within the area are one of the stakeholders
critical to the success of this project. This plan includes the development and implementation of a special
outreach program with the goal of aligning and communicating with the developers within the area with
needs for improvements and subsequently achieve a continued communication and coordination between
the developers and the City.
The CONSULTANT Team will work closely with the City to understand and coordinate different department
plans and projects from current developers. The intent is to understand and coordinate project timing of
new construction, harmonization, their infrastructure needs from the City, infrastructure included in the
proposed development project, and opportunities to leverage and optimize schedule in a manner that is
mutually beneficial. Individual profiles documenting the details of each proposed development will be
created for reference by the design team.
Specific City departments that will be consulted include,but are not limited to:
• Public Works
• Planning
• Environment and Sustainability
• Transportation and Mobility
• Parking
• Urban Forestry
• Capital Improvements
• Economic Development
• Communications
Separately,the CONSULTANT Team will engage with the Florida Department of Transportation to discuss
project objectives and solicit feedback, specifically as it relates to proposed pump station locations and
typical roadway sections.
The CONSULTANT Team will collect and distribute development profiles and meeting notes to Jacobs and
the City for consideration throughout the Basis of Design phase of the project.
Page 1420 of 1808
North Beach D Neighborhood Improvement Project acobs
Deliverables
■ Developer Profile Database
2.4 Brand Development
The North Beach Neighborhood Improvements Project should have a distinct project brand to create
awareness,generate interest,and establish a positive reputation for the project.A project brand is a unique
identity that distinguishes the project from others and communicates its purpose, values, and benefits to
stakeholders.
A unique brand will make the project more visible and recognizable to the public,increasing awareness and
generating interest in the project.It will differentiate the project from other infrastructure projects,creating
a unique identity that sets it apart.It will help establish a positive reputation for the project,demonstrating
its credibility, reliability, and commitment to stakeholder needs. It will ensure consistency in the project's
messaging and communication, ensuring ,that stakeholders receive clear, accurate, and consistent
information about the project.
The CONSULTANT TEAM will develop initial brand concepts for the project as a part of the City's primary
Rising Above brand, which will be shared with and selected by the City in partnership with the project
Steering Committee.The CONSULTANT TEAM will develop a final branding kit based on feedback received,
and the brand will be utilized on all project materials following the formal adoption of the project brand.
Community participation in the development and selection of a project brand will engage stakeholders and
create a sense of ownership and community around the project, further encouraging participation and
feedback from the community.
Deliverables
• Brand Kit
2.5 Project Updates and Stakeholder Coordination
For continued transparency and ease of information access,the CONSULTANT TEAM will establish a project
hotline that will provide callers with a project status. The project status message will indicate the date
recorded and will be updated regularly with new information as the project progresses.At a minimum,the
project hotline will be updated on a biweekly basis.If no new information is available,the recording date will
be updated.Proposed language will be provided to the City for approval prior to any hotline update.Callers
will also be provided with an opportunity to leave a message,which will be routed appropriately for response
either by the CONSULTANT Team or the City.
The fees for this task are based on an estimate of 3 months.The continuation of this Task is expected to part
of the next Work Order.
Deliverables
• Project Hotline and biweekly updates
• Database detailing communications with residents
• Monthly social media updates
2.6 Pump Station Meetings
It is expected that pump station location alternatives will be initially identified by engineering constraints,
but will be driven in large part by community input.
Page 1421 of 1808
Jacobs
North Beach D Neighborhood Improvement Project
The CONSULTANT TEAM will attend up to three (3) virtual status meetings with Jacobs and the City to
document the evolution of the pump station conceptual design. This information will be critical to share
with the project stakeholders once alternative locations are identified to help stakeholders understand the
challenges faced as part of the design and decision-making processes.The CONSULTANT TEAM will attend
up to two (2) meetings with the Commissioners to record notes, quotes, questions, and other pertinent
information that may provide value as part of the discussion with the community.
The CONSULTANT TEAM will plan and produce two(2) public meetings with stakeholders for the purpose
of presenting pump station location and layout alternatives,as well as to present the locations of the water
quality monitoring wells. These meetings will be set up in a hybrid format. The option of attending the
meetings in person or remotely via an online platform will be given to stakeholders to ensure maximum
participation and engagement.
The CONSULTANT TEAM will provide and set up audio-visual equipment including microphones,speakers,
projectors,and screens,to ensure effective broadcasting of the meeting.The meeting will be facilitated by
the project team, who will present the project and answer any questions from the stakeholders. The
production of these meetings will include provision of educational flyers,sign in sheets,presentations,and
display boards.The City will be responsible for translation and ADA services if needed.
The CONSULTANT TEAM will collect and distribute meeting notes to Jacobs and the City to document the
meetings.A final outreach report detailing the communication efforts and results will be prepared for the
project.
Deliverables
• Meeting Promotion Social Media post
• Meeting Promotion Direct Mailer
• Comment Cards
• Informational Flyer
• Four(4)informational posters(specific content TBD)
• Two(2)Community meetings(specific timing TBD)
• Meeting Minutes
• Final Outreach Report
Page 1422 of 1808
North Beach D Neighborhood Improvement Project 'Jaco S
Task 3 Pre-Design Phase - Infrastructure Modeling and Needs
Assessment
The existing infrastructure system analysis and needs assessment and review of the proposed infrastructure
improvements as identified in various CITY masterplans,are included in this task. The analysis includes the
following infrastructure systems:
• Stormwater Management
• Potable and Fire Water Distribution
• Sanitary Sewer System
The analysis of each infrastructure system will be performed for different scenarios defined under each one.
While these infrastructure development scenarios are intended to prioritize and phase improvements,each
infrastructure system may require improvements outside of the defined area boundaries as critical elements
to serve the proposed development and maintain service reliability of each system. These dependent and
connected infrastructure improvements will be evaluated for each system and each scenario to support the
best outcome of public infrastructure services for the community.
3.1 Stormwater Management System(Water Quantity)
The conceptual design effort will include hydrologic and hydraulic stormwater modeling to determine the
capacity of the proposed Pump Stations and the proposed stormwater system components. The following
subtasks will be executed to complete the modeling and validation of the base project. During this Task
THE CONSULTANT TEAM will utilize the existing information to develop existing and future conditions
scenarios, then complete stormwater modeling to be used for the proposed master plan system under
different scenarios. Following each of these steps in the conceptual design, the design team will hold
"milestone meetings" with the City and Jacobs to confirm the assumptions made in each step. Following
each of these steps in the conceptual design,the design team will hold "milestone meetings"with the City
to confirm the assumptions made in each step.The H&H modeling estimates runoff from the design storm
(10-year,24-hour 8.75-inch storm),and predicts the maximum hydraulic grade lines(HGL),pipe capacities
and velocities,and peak stages throughout the drainage network.The modeling effort will include pre-and
post-development scenarios to identify current deficiencies and how the proposed infrastructure
improvements will address the needs.
Background
In 2019 AECOM prepared and presented to the City a basin study as part of the Capital Improvement
Project for the North Shore and Town Center Neighborhood located in the City of Miami Beach.The level-
of-service(LOS)used for this study was for no street flooding of the roads during a 10-year,24-hour
storm event and did not consider the City's Road Raising policy. The primary goal of the proposed
drainage system was to significantly reduce or eliminate the deficiencies in the existing system.An
Interconnected Pond Routing Version 3.0(ICPR3)H&H model was used to size and evaluate the proposed
drainage system.The model utilized available Light Detection and Ranging(LiDAR)surface topography
data,Geographic Information System(GIS)geodatabase files,and record drawings of existing conditions
provided by the City of Miami Beach to determine elevations of catch basins and inverts,existing pipe
network location,pipe sizes and pump configurations.
Page 1423 of 1808
North Beach D Neighborhood Improvement Project .•acobs
Existing Stormwater Model Setup
THE CONSULTANT TEAM will develop an existing conditions stormwater drainage model to evaluate the
existing flooding conditions of the drainage system of the area. The CONSULTANT TEAM will use the
Interconnected Channel and Pond Routing Model Version 4(ICPR4)software,released in 2016,to develop
the stormwater model using available existing information on the existing drainage network to be collected
during the data gathering task.For model development the CONSULTANT TEAM will use existing GIS data,
and LIDAR data available and will be complemented with Topographic information, and Finish Floor
Elevations collected as part of the Survey Scope for this project within the boundary area of the North Beach
D Neighborhood.Please note that The CONSULTANT TEAM will use the AECOM's model as a starting point
to narrow down the boundaries of the model.
Existing Stormwater Drainage Analysis and Calibration
The CONSULTANT TEAM will run the stormwater model for the existing condition and analyze the results to
determine the water surface elevation and flooding patterns for the design rainfalL The CONSULTANT TEAM
will identify approximate areas of flooding,structures within these areas,and roadway overtopping. Based
on the model output comparisons to historical records of storm events(pictures and videos) provided by
the CITY,the CONSULTANT TEAM will work to modify the existing model(calibrate)to represent the realistic
drainage conditions more accurately.
Proposed Stormwater Drainage Modeling,and Analysis
The CONSULTANT TEAM will develop a stormwater model to evaluate and determine the improvements
required for North Shore D Neighborhood.The CONSULTANT TEAM will develop three(3)post
development models.One Ultimate Conditions model,one Interim condition 1 model,and one Interim
condition 2 model.To complete the evaluation,the CONSULTANT TEAM will start with the existing model
and use the proposed stormwater improvements identified by AECOM as the reference to develop the
Ultimate Conditions model.The model will be analyzed and modified based on design criteria and the LOS
put forth by the CITY.interim Conditions 1 and 2 will be developed using the Ultimate Conditions,model
as the
basis.The interim conditions models will not necessarily meet the LOS requirements.The CONSULTANT
TEAM will analyze and identify any additional improvements that are required for each of the post-
development scenarios and within the project boundary areas.Table 1 and Figure 2 provides a description
of the scenarios to be modeled as well as a graphical description of the preliminary boundary conditions of
each scenario. The modeling of the scenarios will be iterative to determine/refine the design criteria for
the required improvements such as pipe sizing and alignment,pump station location and capacity,and
other potential solutions(storage).
The results of the post-development scenarios,as per Table 1,will be reviewed and compared to the
existing conditions model to validate the impact to the LOS and the improvements required to meet the
LOS.The development and results of each scenario will be summarized in a technical memorandum which
will support the overall project basis of design. These same scenarios also apply to the stormwater pump
stations and water quality assessment tasks.
A virtual workshop,"Milestone Meeting"will be held with CITY to be attended by up to two(2)the
CONSULTANT TEAM staff at each phase(Existing model set up,Existing model analysis,Ultimate
Condition Scenario set up,Ultimate Condition Scenario analysis,Interim Condition 1 set up,Interim
Condition 2 set up,Interim Condition 1 analysis,Interim Condition 2 analysis)to obtain comments and
verify assumptions being made in the model.Following receipt of comments on each phase,the
CONSULTANT TEAM will proceed to the subsequent phase and incorporate said comments.The
Page 1424 of 1808
North Beach D Neighborhood Improvement Project vacs S
CONSULTANT TEAM will provide a draft Technical Memorandum(TM),summarizing the model
development,model calibration,analysis,scenarios,and stormwater improvements.A virtual workshop
will be held with CITY to be attended by up to two the CONSULTANT TEAM staff to discuss the TM and
obtain comments.Following receipt of comments,theCONSULTANT TEAM will provide a final stormwater
system TM.
Meetings
• Eight(8)Milestone Meetings(Virtual)to discuss modeling inputs and results
• One(1)meeting(Virtual)to discuss the draft TM
Deliverables
• Presentation material from the status meeting for the CITY to review(electronic)
• Pre vs Post Model Technical Memorandum(electronic)
• Hydrologic and Hydraulic Model and all native calculations,model logs etc:
Page 1425 of 1808
North Beach D Neighborhood Improvement Project vacs S
Table 2-Stormwater Modeling Scenarios
Extent of
salt�llfif scenario Description Development Horizon Stommater
Upgrades
Existing Condition Baseline/Existing Conditions Current 2023 NSD+
conditions
Ultimate build out condition,including:
• All seawalls and barriers will be modeled as
having been installed or upgraded per the
"Resiliency Standards for Tidal Flood
Protection."
• Future storm drainage pipelines throughout the
North Shore D basin will be modeled as having
been installed or upgraded utilizing the 2019
AECOM stormwater basin study as a reference to
select boundary conditions for smaller NSD
Neighborhood model(interim conditions).
• Boundary between the North Shore D Highest land
Neighborhood basin and adjacent
neighborhoods to the north and south will be cover
Ultimate anticipated per
modeled under the assumption that all northern
Condition zoning including
and southern neighborhood improvement 2055 NSD+
Scenario(Figure 2 known
projects have been completed
Blue limit) • Roads within the boundary will be modeled as development
having been raised per the CMB Road Raising projects at the
Policy. NBTC
• Modeling will assume the following contribution
to the basin and smaller NSD Neighborhood
basins: 33% for all waterfront properties with
internal drainage systems; and 50% for all
waterfront properties without internal drainage
systems
• Level of Service(LOS)—10 Yr. 24 hour design
storm and no residual flooding on the basin
• Pipe sizing will be reassessed from the AECOM
2019 model based on the LOS and design
criteria for this project
This scenario will utilize the Ultimate Condition Scenario as
Interim Condition the reference for the model. The interim condition 1 is Known
1(Figure 2 Red focused on the definition of the identification of development 2055 NSD
improvements required to support the NSD neighborhood projects across
Limit) area including the identified NBTC planned developments neighborhood
meeting the desired LOS.
Interim Condition This scenario will build upon the results of the Interim Known NBTC
2(Figure 2 Violet Conditions 1 Scenario. This Scenario is focused on the planned 2055 NBTC
Line) definition of the identification of improvements required to development
support the proposed NBTC planned development projects
Notes:
• NBTC=North Beach Town Center
• NSD=North Shore D Neighborhood
• NSD+=North Shore D Neighborhood expanded area to capture nearby
connected/dependent infrastructure
• Interim condition 1 and 2 refers to the initial construction phases of the
NSD project.
Page 1426 of 1808
North Beach D Neighborhood Improvement Project 'Jacobs
.4.,,,- ..„,,. .-.4._.• '''. ..- -riv- • .
p:mo moi - . - •
11 t ? ! . iri
.V _ r- say -
.,..
..f+.- ,./. isder ' ..r NM —
,; �, ' -„ ..
' ie; Proposed PS 3 7:
Sark View • N,._,1- S I=::rr.
.Island, +utfall 3 (F . • . ,.1• _.,r,i,�T G + i
1 'rr �` H
eulabwraat (---) c) 1
_ itroy.
i ,
K IJ -9 ,
_y�_
6
' R. P M •.
J� ` Proposed
�)_ '
vPS 4
iii •
4.10 =-1
La—
�" l /Pr ^'
Lewd
•161C•IICAIN STT-CeprCM .MC)
•r60•Im49n.negft temgkedli WT1
•41N •MD-•4mm9m DWylvlad rooted mar9...i.a4'a.r.tW/dm..e6Wna...d® dardadd
Figure 2. Post-Development Modeling Scenarios
3.2 Stormwater Pump Stations
The CONSULTANT TEAM will develop preliminary sizing,conceptual layouts,location(s),configuration,and
sizing of the stormwater pump station(s)required to serve the project area. The CONSULTANT TEAM will
evaluate options and develop a recommended alternative for each pump station. It is assumed that the
area will be served by two(2)pump stations(Proposed PS 3 and Proposed PS 4)as defined in the AECOM
Stormwater Master Plan, see Figure 2. Please note that the final quantity and location of the proposed
Page 1427 of 1808
North Beach D Neighborhood Improvement Project vacO s
pump station(s)will be validated during the modeling task. The conceptual plan for each pump station will
include:
• Potential to use only one pump station for the basin. Due to chronic water quality issues in the canal
adjacent to Park View island,the CITY requested to explore avoiding discharge at this location and
using only one pump station for the whole basin.
• Potential for the use of underground storage to optimize the number of pump stations.
• Preliminary sizing of the pump station wet well(s).
• Preliminary sizing of the above ground components.
• Location siting/layout plan of the pump station and above ground components.
• Access for necessary operations and maintenance.
• Any aesthetic screening requirements(landscape or hardscape)for above ground components.
Meetings
• Five (5) status meetings (Virtual) with CITY Staff to discuss pump station capacity, location(s), and
conceptual layout
Deliverables
• Proposed conceptual layout for each individual stormwater pump station that includes site plan and
location layout(electronic)
• Proposed conceptual screening for above ground components if required
3.3 Stormwater Management System(Water Quality)
The CONSULTANT TEAM will perform a water quality analysis of the site. This will include performing
engineering calculations to define the size of water quality structures and pumping requirements as well as
performing a nutrient and pollutant-loading analysis for the PROJECT area basin.The CONSULTANT TEAM
will utilize BMP trains for the nutrient and pollutant-loading analysis. CONSULTANT TEAM will perform a
nutrient and pollutant-loading analysis for the PROJECT area basin to identify possible hot spot land uses
and contributors to known pollutants of concern identified for the Biscayne Bay Outstanding Florida Water.
Known pollutants include trash,sediment,bacteria,nitrogen,phosphorus,heavy metals,and hydrocarbons,
to name a few.
Based on the analysis the CONSULTANT TEAM will recommend required infrastructure to meet Current
State Water Quality(WQ)requirements. The locations of WQ infrastructure will be included in the proposed
system. As part of this effort the CONSULTANT TEAM will coordinate and attend a pre-application meeting
with DERM for presentation of results and define WQ approach for the permitting phase of the project.
Deliverables
• Draft and Final Technical Memorandum describing the analysis and BMP Trains model report,which
will be incorporated into the Basis of Design Report(electronic)
3.4 Potable Water&Sewer System
During this Task the CONSULTANT TEAM will acquire existing information and complete potable water
modeling of the project under different scenarios.The modeling effort will include pre-and post-modeling
to identify deficiencies and infrastructure needs.
Page 1428 of 1808
North Beach D Neighborhood Improvement Project vacobs
Background
Water System Hydraulic Modeling
The CITY is a wholesale water customer of Miami-Dade Water and Sewer Department(WASD), but owns,
operates, and maintains the water distribution system within the CITY's service area. In 2019, Hazen and
Sawyer(Hazen)completed an evaluation of the existing water system and developed a Water System Master
Plan(Water Master Plan)to identify capital improvement projects to ensure reliable operation of the water
system for a planning horizon of 25 years.
The intent of this effort is to use the CITY's most recent version of the water hydraulic model to evaluate the
water system under the existing and various proposed future scenarios to define the improvements required
to support the North Shore D project area.
Sewer System Hydraulic Modeling
The CITY owns, operates, and maintains the sewer collection and transmission system within the CITY's
service area.Sewage is collected throughout the CITY and pumped through a single 60-inch connection to
WASD's Central District Wastewater Treatment Plant(CDWWTP)for treatment and disposal.In 2019,Hazen
completed an evaluation of the existing sewer system and developed a Sewer Master Plan (Sewer Master
Plan) to identify capital improvement projects to ensure reliable operation of the system for a planning
horizon of 25 years.
The sewer system hydraulic model included only forcemains and gravity mains larger then 24-inches.
However, various gravity pipeline segments have been added to the model since 2019 as a result of
developing connection analyses that have been performed by Hazen. The intent of this effort is to use the
most recent version of the sewer hydraulic model and incorporate local sewers for the North Shore D project
area basin,evaluate the sewer system within the North Shore D project area under the existing and various
proposed system configurations, and define any improvements required to support the North Shore D
project area for the various proposed system configurations.
Baseline Model Analysis
Baseline Water Model Setup
The existing model scenarios will be used to identify near-term improvements.To adopt a more
conservative approach,the demands from recent developer requests to the City will be included in
addition to the original 2025 projected demands established as part of the master plan.The demands for
2045 will only include projected 2045 water demands established in the Master Plan.It is assumed that
new developments proposed since the master plan are reflected in the systemwide projections.
• The model controls will be updated to reflect the changes in the operation of the system by the City
with regards to operation of storage tanks and associated operation of the booster pump stations.
• The model will be updated to reflect any changes in large diameter pipes throughout the City(i.e.
greater than or equal to 24 inches in diameter)since the development of the master plan model
based on City's GIS.The model will also be updated for to reflect any network changes in the
North Shore D area(regardless of pipe diameters)based on City's latest GIS.
• Within the North Shore D boundary,City will review GIS and as-builts and provide the CONSULTANT
TEAM with any major interconnects that are missing in the current hydraulic model.
Page 1429 of 1808
North Beach D Neighborhood Improvement Project vacs S
• The City will also provide recent fire flow data to the CONSULTANT TEAM for reference. With
concurrence from the City, The CONSULTANT TEAM wilt make updates to areas of the City
hydraulically impacted when appropriate. Note,data will be for reference only as many variables
impact fire flow tests when compared to modeling results.
• The CONSULTANT TEAM will use the most current version of the InfoWater model,and request from
the City the most current GIS files.
Potable and Fire Flow Modeling
The CONSULTANT TEAM will perform hydraulic modeling of the existing potable/fire flow protection
water system to evaluate the capacity of the existing system components.The model runs will be used to
identify any potential deficiencies identified within the specific.North Shore D project boundaries for the
scenarios defined in Table 3. The CONSULTANT TEAM will run the hydraulic model and analyze the
results to determine the water pressure and system capacity.The CONSULTANT TEAM will identify
approximate areas of low pressures,issues meeting fire flow requirements,and infrastructure capacity
issues,if any.In addition,the CONSULTANT TEAM will identify improvements as necessary to maintain
local levels of service(LOS)for the project area.
Table 3—System Configuration Scenarios and Timelines
Scenario Title Description Year
1.1 Existing Conditions Facility:Existing facility 2025
network.Demand:Master
Plan 2025 Demands+
Estimated demands from
recent developer requests
(w/o North Shore D
additional demands)
1.2 Existing Conditions+ Facility:Existing facility 2025
Proposed Capacity network+Proposed Master
Improvements Identified Plan Improvements
During the Master Plan(1) Demand:Master Plan 2025
Demands+Estimated
demands from recent
developer requests(w/o
North Shore D additional
demands)
1.3 Future Conditions+ Facility.Existing facility 2045
Proposed Capacity network+Proposed Master
Improvements Identified Plan Improvements
During the Master Plan(2) Demand:Master Plan 2045
Projected Demands(w/o
North Shore D additional
demands)
(1)Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5 year Capital
Plan.City to provide this list.(2)Proposed Master Plan Improvements to be included in the model will incorporate all the
capacity related improvements identified in the Master Plan.
Page 1430 of 1808
North Beach D Neighborhood Improvement Project vacs S
Sewer Model Setup
The existing model scenarios will be used to identify near-term improvements.In order to adopt a more
conservative approach,the flows from recent developer requests to the City will be included in addition to
the original 2025 projected flows established as part of the master plan.The flows for 2045 will only
include projected 2045 sewer flows established in the Master Plan.It is assumed that new developments
proposed since the master plan are reflected in the systemwide projections.
• The model will be updated to reflect any changes in large diameter pipes throughout the City(i.e.
greater than or equal to 24 inches in diameter)since the development of the master plan model
based on City's GIS.The model will also be updated for to reflect any network changes in the
North Shore D area(regardless of pipe diameters)based on City's latest GIS.
• Within the North Shore D boundary,City will review GIS and as-builts and provide the CONSULTANT
TEAM with any major interconnects that are missing in the current hydraulic model.
• The CONSULTANT TEAM will use the most current version of the InfoWorks model, and request
from the City the most current GIS files.
Sewer Modeling
The CONSULTANT TEAM will perform hydraulic modeling of the existing local sanitary sewer system in the
North Shore D project area,including the entire PS 19 service area,to evaluate the capacity of the existing
system components.The model runs will be used to identify any potential deficiencies identified within the
specific North Shore D project boundaries for the scenarios defined in Table 4. Refer to Figure 3 for the
developer requests that are currently in the model for the North Shore D area and the gravity sewer piping
that has been added to the model over the course of the various developer requests.
The CONSULTANT TEAM will run the existing conditions hydraulic model including the new gravity sewers
added and analyze the results to determine the Basin 19 existing capacity,among other parameters
necessary to evaluate the existing conditions of the sanitary sewer system within the project area.The
CONSULTANT TEAM will identify areas with infrastructure capacity issues,if any.In addition,the
CONSULTANT TEAM will identify improvements as necessary to maintain local levels of service(LOS)for
the project area.
Page 1431 of 1808
North Beach D Neighborhood Improvement Project vacobs
Table 4—System Configuration Scenarios and Timelines
Scenario Tide Description Year
1.4 Existing Conditions Facility:Existing facility 2025
network.
Flows:Master Plan 2025 dry
and wet weather flow+
Estimated flows from recent
developer requests(w/o
North Shore D additional
demands)
1.5 Existing Conditions+ Facility:Existing facility 2025
Proposed Capacity network+Planned Master
Improvements Identified Plan Improvements
During the Master Plan(1)
Flows:Master Plan 2025 dry
and wet weather flow+
Estimated flows from recent
developer requests(w/o
North Shore D additional
demands)
1.6 Future Conditions+ Facility:Existing facility 2045
Proposed Capacity network+Proposed Master
Improvements Identified Plan Improvements
During the Master Plan(2)
Flows:Master Plan 2045
Projected dry and wet
weather flow(w/o North
Shore D additional
demands)
(1)Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5 year Capital
Plan.City to provide this list.(2)Proposed Master Plan Improvements to be included in the model will incorporate all the
capacity related improvements identified in the Master Plan.
Deliverables
• Summary of baseline modeling results for the sewer system including:
• Sewer flow estimation summary for DWF,WWF;gravity sewer table with sewer diameters,
inverts and MH rim/bottom elevations,sewer structural profile charts,pumps,control levels,
PS 19 wet well levels.
• Sewer modeling results in sewer HGL charts, PS 19 performance in wet well levels, discharge
pressures,impacts to the upstream and downstream stations.
• Summary of baseline modeling results for the water distribution system including pdf maps/figures
indicating system pressures,velocities,fire flow,etc.
Page 1432 of 1808
7
North Beach D Neighborhood Improvement Project Saco s
, _,..,.., .,... . _ ,. .. , , . ,; ..,,-:, tri.--,-.'---6,;;,,;.,„,,,g
\‘1045
4 ;6,r , ' , 1" •_i• a .- a .-6+w�a a..,rm..e
f r ,,"t ";,',� It:
., ", r "' FIGURE 2
vim
•
r...4„ri,
ant
-\‘‘. 74%1 TL‘ '] , ,-
toi 44/1.1.20,,A.f. . I . . r.•'...•• 't.""r ,•,-
- ...,_ * :.• .,; ESI SSA 45 . .. _ . ,.. ,• .,„
Yk
� , .. _ . ilik
s,,.'''!�, 'r — - ++r. c:� i ii' ,1 ={C 1 F" -
-Fivai) 1
M tt:.4,ntw_,. 4 1:-; "y'" ..� 4 �`1�,.J K�.y -.,b)1 '~ iJf'
• • Wit; �,'�`N. •Aikj et_ts !or ";, X:
3 ;
1ap, •® North Beech t�Project we.i O .Town Center ` Coy Owt,C FOOT ROW
e TM Tom Limits O/Werth Shore D I To Center North Shoe D ..t Upcoming Development Mow Beech ROW Wriff'°.
Figure 3. Developer requests that are currently in the model for the North Shore D area and the gravity
sewer piping that has been added to the model over the course of the various developer requests.
Proposed System Modeling and Analysis
The model scenarios developed in Task 2 will be updated to include built out demands for the proposed
North Shore D developments based on latest planning and zoning documents for North Shore D area.These
demand additions will be applied to both for 2025 and 2045 scenarios.
Potable and Fire Flow Modeling
Following the review and assessment of the baseline conditions,The CONSULTANT TEAM will modify the
existing conditions model to assess the interim and build-out scenarios included in Table 4. Each
configuration scenario will be modeled and evaluated against local level of service criteria, and its results
compared with the existing conditions model to evaluate the improvements within the system. Each
scenario will include LOS analysis for maximum demands,average demands,available fireflow, maximum
and minimum pressures,high velocity/headloss,and pipe criticality for the project area.
Improvements and recommendations from the existing potable water system modeling and analysis will be
assumed "active" for future planning horizons as well as previously proposed Citywide master planning
projects based on their recommended implementation schedules.
Page 1433 of 1808
. 7
North Beach D Neighborhood Improvement Project vacobs
Table 4
Scenario Tide Description North Shore D Demands Year
2.1 Facility:Existing Ultimate Build-Out Estimated demands from recent 2025
facility network. developer requests+max population at NBTC(3.5 FAR)
Existing
Conditions Demand:Master Plan
2025 Demands+ Interim 1:Build out of NBTC planned developments
Estimated demands
from recent developer Interim 2:Only prioritized NBTC planned development(to
requests be determined by CONSULTANT Team/CITY)
2.2 Existing Facility:Existing Ultimate Build-Out: Estimated demands from recent 2025
Conditions+ facility network+ developer requests+max population at NBTC(3.5 FAR)
Proposed Proposed Master Plan
Capacity, Improvements
Improvements Demand:Master Plan Interim 1:Build out of NBTC planned developments
Identified 2025 Demands+
During the Estimated demands
Master Plan from recent developer Interim 2:Only prioritized NBTC planned development(to
(1) requests be determined by CONSULTANT Team/CITY)
2.3 Future Facility.Existing Ultimate Build-Out Estimated demands from recent 2045
Conditions+ facility network+ developer requests+max population at NBTC(3.5 FAR)
Proposed Proposed Master Plan
Capacity Improvements
Improvements Interim 1:Build out of NBTC planned developments
Identified Demand:Master Plan
During the 2045 Projected
Master Plan Demands Interim 2:Only prioritized NBTC planned development(to
(2) be determined by CONSULTANT Team/CITY)
(1)Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5 year Capital
Plan.City to provide this list.(2)Proposed Master Plan Improvements to be included in the model will incorporate all the
capacity related improvements identified in the Master Plan.
Proposed Sewer Modeling
Following the review and assessment of existing conditions,The CONSULTANT TEAM will modify the
existing conditions model with updated flows to assess the interim and build-out configurations included
in Table 5.Each scenario will be modeled and evaluated,and its results compared with the existing
conditions model to evaluate the proposed improvements within the system.Each analysis will include
analysis of Pump Station 19 to ensure improvements to the system can be conveyed downstream.
Page 1434 of 1808
North Beach D Neighborhood Improvement Project vaco �7Q
Table 5—System Configuration Scenarios and Timelines
Scenario Title Description North Shore D Demands Year
2.4 Facility:Existing Ultimate Build-Out Estimated demands 2025
facility network. from recent developer requests+max
Existing population at NBTC(3.5 FAR)
Conditions Flow:Master Plan
2025 dry and wet
weather flow+ Interim 1:Build out of NBTC planned
Estimated demands developments
from recent developer `
requests Interim 2:Only prioritized NBTC '
planned development(to be
determined by CONSULTANT
Team/CITY)
2.5 Existing Facility:Existing Ultimate Build-Out Estimated demands 2025
Conditions+ facility network+ from recent developer requests + max
Proposed Capacity Proposed Master Plan population at NBTC(3.5 FAR)
Improvements Improvements
Identified during
the Master Plan Flow:Master Plan Interim 1: Build out of NBTC planned
(1) 2025 dry and wet developments
weather flow+
Estimated flows from Interim 2:Only prioritized NBTC planned
recent developer development (to be determined by
requests CONSULTANT Team/CITY)
2.6 Future Conditions Facility:Existing Ultimate Build-Out Estimated demands 2045
+Proposed facility network+ from recent developer requests + max
Capacity Proposed Master Plan population at NBTC(3.5 FAR)
Improvements Improvements
Identified During
the Master Plan Flow:Master Plan Interim 1: Build out of NBTC planned
(2) 2045 dry and wet developments
weather flow
Interim 2:Only prioritized NBTC planned
development (to be determined by
CONSULTANT Team/CITY)
(1)Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5 year Capital
Plan.City to provide this list.(2)Proposed Master Plan Improvements to be included in the model will incorporate all the
capacity related improvements identified in the Master Plan.
Each configuration will be modeled and evaluated against local level of service criteria, and its results
compared with the existing conditions model to evaluate the improvements within the system. Each
scenario will include LOS analysis for depth to diameter ratios, surcharged pipes, backwater, SSO's, and
freeboard, maximum and minimum pressures, headloss gradient, and pipe and valve criticality for the
project area.
Deliverables
• Summary of sewer system improvements with descriptions and before and after improvements
results.
Page 1435 of 1808
North Beach D Neighborhood Improvement Project vaco s
• Summary of water main improvements with descriptions and before and after improvements
results.
• Copy of InfoWorks and InfoWater models including all scenarios developed and modeled by Hazen
as part of this service order.
Identification of Capital Improvement Needs
CONSULTANT Team will complete the analysis and identify any additional water and sewer improvements
that are required for each scenario and within the North Shore D boundary areas. CONSULTANT Team will
provide a draft TM summarizing the model development, analysis, scenarios, and water distribution and
sewer system improvements. A virtual workshop will be held to discuss the TM and obtain comments.
Following receipt of comments,CONSULTANT Team will provide a final water distribution and sewer system
TM.
•
. . VI6
—
laitilVogs
1.1177,1111
t7,4 VaIt
•
liattIOV ,is
.
Figure 3.Potable Water System Overview,Hazen 2019
Meetings
■ Workshop(Virtual)to discuss modeling results
Deliverables
• Copy of InfoWater&InfoWorks Models,including all scenarios.
• One(1)electronic copy of the Draft TM.
• One(1)electronic copy signed and sealed of the Final TM.3.
• Workshop minutes and presentation materials.
Page 1436 of 1808
North Beach D Neighborhood Improvement Project vacobs
Task Li. Project Definition and Phasing
4.1 Project Definitions
The CONSULTANT TEAM will prepare project definitions consisting of narrative, list of improvements and
supporting maps, for the interim scenario as defined in the stormwater, water, sanitary sewer modeling
scenarios defined before,transportation and roadways. These definitions will include elements from each
of the infrastructure systems evaluated in Task 3,where applicable,to comprise a complete"neighborhood
style"project that supports reliable and resilience public services for the four proposed scenarios.
Meetings
• Two virtual workshops with CITY staff to review and refine the project definitions and infrastructure
composition
Deliverables
• Draft and final TM summarizing the project descriptions for the improvements identified
(electronic)
4.2 Opinion of Probable Cost
The CONSULTANT TEAM will prepare AACE International Class 5 Opinion of Probable Cost (OPCC) for
proposed improvements identified on Task 4.1,considering the emphasis on North Beach Town Center,and
the North Shore D neighborhood. These cost estimates will include hard and soft costs including design,
permitting, land acquisition and construction. This cost information will be used to inform funding and
financing strategies and phased project implementation.
Deliverables
• TM summarizing the cost assumptions and estimate approach.(electronic)
• Class 5 construction cost estimate for the proposed improvements for each of the four(4)scenarios
identified.(MS excel)
Meetings/Workshops
• None
Deliverables:
• Draft and Final OPCC for the improvements
4.3 Proposed Project Sequencing and Phasing Review
The CONSULTANT TEAM will refine the project definitions based on the input from the permitting review,
the cost estimates,stakeholder input and CITY input. This refinement will also factor in critical infrastructure
needs, connected and dependent infrastructure systems,anticipated funding, private development needs
and construction timing and to minimize community disruption. This constructability review will provide
guidance on the appropriate actions required during each phase of construction to ensure the intended
outcomes are achieved and to help avoid unintended consequences.
Page 1437 of 1808
North Beach D Neighborhood Improvement Project Jacobs
This review will provide critical information required to inform the Conceptual Design Report and act as a
preliminary implementation plan.
Deliverables
• TM with proposed project sequencing and phasing(electronic)
Page 1438 of 1808
Jacobs
North Beach D Neighborhood Improvement Project
Task 5 Development of Basis of Design Report (BODR)
5.1 Development of Conceptual Design
A Basis of Design Report (BODR) will be prepared to document the modeling, analysis, and definition of
project subsurface improvements. This BOOR wilt be used to obtain project approvals from CITY
Commission prior to starting the development of the next Work Order for the project,The BODR will include
modeling results,definition of improvements,design criteria,and site layout sketches,.
The following is a draft outline of the Conceptual Design Report.
• Summary of data collection and site condition
• Overall Design criteria
• Improvements to Stormwater System
• Exhibits for the proposed pipeline location,alignment,and size.
• Preliminary evaluation of water quality wells
• Stormwater Pump Station(s)Conceptual design
• Design Criteria and Sizing
• Location and layout of pump station(s)
• Aboveground components
• Potable Water and Fire Water System
• Exhibits for the proposed pipeline location,alignment,and size.
• Sanitary Sewer System
• Exhibits for the proposed pipeline location,alignment,and size.
• Utility Conflict Coordination Matrix Opinion of Probable Construction Cost(Level 5)
• Conceptual Constructability/Sequence of Construction Analysis
Deliverables(electronic only)
• Draft and Final Basis of Design Report(electronic)
• Engineer Opinion of Probable Cost(Class 5)
Meetings/Workshops
• Technical Workshop(virtual)with CITY's personnel
Page 1439 of 1808
North Beach D Neighborhood Improvement Project vacs S
Task 6 Technical Support during Implementation of the Public
Outreach Plan (T&M)
The CONSULTANT TEAM will provide technical support to the CITY during the implementation of the public
communication plan detailed before. Technical support will be focused on developing technical content for
interactions with stakeholders. Interactions will include defined in previous Tasks and the support activities
will include meeting logistics, development of presentation of graphical materials that may include
renderings and graphics,display boards,development of meeting agenda,and meeting summaries.
Table 1 —Outreach Meetings
Meedng Focus Number of Meetings Assumptions CONSULTANT Team
Attendees
Community Introduction Up to Two(2) Project Manager, Design
Meetings Manager and PIO Team
For each meeting the
CityCommission One(1) CONSULTANT Team will Project Manager, Design
develop up to five (5)
rendering views, PowerPoint Manager and PIO Team
presentation, agenda, and
Pump Station Meetings Up to Two(2) meeting summaries Project Manager, Design
Manager, Roadway Design
Lead, Stormwater Design
Lead.and PIO Team
Deliverables
• Draft and final Agenda and meeting minutes
• Presentation and technical graphical material as per Table 1
Page 1440 of 1808
North Beach D Neighborhood Improvement Project vacs S.
Task 7 Field Studies
This task will include the execution of the field studies required to complete the conceptual design of the
project. CITY to provide copies of building Finished Floor Elevations(FFEs)from elevation certificates,past
topographical surveys and/or current LiDAR information for the project area.
7.1 Location,Topographic and Boundary Survey
The CONSULTANT TEAM's Surveyor will complete the field work required to develop a Location and
boundary survey for all improvements within the public owned properties and road rights of way,within the
limits of the project (per red line in Figure 1) including the full Right of Way along the perimeter road
corridors adjacent to the project. This survey will include definition of project controls and benchmarks
(vertical and horizontal),In addition,the trees identified in the right-of-way will be surveyed (location and
chest-height diameter)and identified in a table.All trees greater than 3-inch diameter(at chest height)or
palms over 15-feet tall will be included in the survey. The survey will identify which trees are good
candidates for relocation elsewhere in the CITY, versus those that are in poor health or otherwise poor
specimens and should be destroyed.
The CONSULTANT TEAM's Surveyor will show rights-of-way computing field evidence,plats,deeds,and
other documentation relative to the project.All lot lines and ownership lines,inclusive of locations,
bearings,and dimensions,within the survey limits will be shown graphically.The survey should include the
following,at a minimum:
• Land Survey(LS)will show any easements,covenants,restrictions,etc.that can be found on plats,
deeds, and other public records relative to the project. However, without a Title Commitment or
Title Search there is no guarantee that all easements,covenants,restrictions,etc.will be shown on
the survey.
• Horizontal and vertical control within the limits of the survey.
• The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North
American Datum of 1983/2011 (NAD83/11).
• All elevations will be referenced to the North American Vertical Datum of 1988(NAVD88).
• LS will collect all significant aboveground improvements including but not limited to; pavement,
sidewalks, curb and gutters, driveways, parking spaces, medians and median islands, building
facades,doorways,guardrails,trash receptacles,benches and chairs,bus stops,hedges and general
limits of shrubbery,trees and palms,ramps,stairwells,planters,guy wires,guy anchors,valves,valve
boxes,electrical boxes,signs,fences,walls,bike racks,parking meters,fire hydrants,fire connectors,
post boxes, newspaper stations, bollards, poles, overhead lines, and any other significant above-
ground improvements and utilities within the survey limits.
•
• Elevations will be collected equivalent to a twenty-five(25)foot grid throughout the survey limits
and will include, at a minimum, the crown of road, edge of pavement, top of curb and driveway
elevations at right-of-way lines. Additional elevations will be collected sufficient to identify all
grade changes and features of interest within the survey limits.
• Finish Floor Elevations(FFE)for all structures/buildings that have doorways or building entrances
along the right-of-way within the survey limits.
Page 1441 of 1808
North Beach D Neighborhood Improvement Project vacobs
• Locate all trees and palms having a three (3) inch diameter or greater at breast height (DBH) or
being six(12)feet in height or greater to include the following for each:scientific name,common
name,diameter at breast height(DBH),height of tree,and canopy.A Tree Table will be provided.
• Existing drainage and sanitary structures and will show rim elevation, structure bottom elevation,
pipe size,pipe material,pipe direction,direction of water flow,and inverts.
• A Digital Terrain Model(DTM)will be created and provided.
Deliverable
Draft and Final Location and Boundary Survey(electronic)
7.2 Subsurface Utility Engineering(SUE)Quality Level"B"
The CONSULTANT TEAM's Surveyor will perform Quality Level"B" SUE Designation services according to
the American Society of Civil Engineers'(ASCE)standards within the survey limits,as per the attached exhibit
provided by the Client,to determine if there are any underground utility conflicts. The CONSULTANT TEAM's
Surveyor will use surface detection equipment such as Electromagnetic Locator and Ground Penetrating
Radar(GPR).
Please note factors such as soil composition,moisture,and the type and depth of utility controls the
effectiveness of the GPR.Saturated soils severely limit the effectiveness of the GPR signal.In addition,
confined or obstructed areas that restrict the scanning pattern can impede the data collected and reduce
the accuracy of the desired results.Designated utility lines will be collected and shown on our deliverable.
Any designated utility lines provided will be within two(2)feet horizontally of either side of the depicted
line.
LS will collect any utility lines found.Longitude will prepare a Civil 3D CAD file with the collected utilities
geo-referenced to the Florida State-Plane Coordinate System.
7.3 Development of Geotechnical Engineering Evaluation
CONSULTANT TEAM's Geotechnical Sub-Consultant will complete the preliminary geotechnicat field
investigation and laboratory analysis required for the project(refer to Attachment D).CONSULTANT TEAM
geotechnical engineers will use Geotechnical information to develop sub-surface structural design
recommendations and pavement design recommendations.A signed and sealed geotechnical report will be
submitted.
Deliverable
■ Boring Plan for coordination with CITY
• Draft and final GeotechnicaL Report(electronic)
Page 1442 of 1808
1
North Beach D Neighborhood Improvement Project vaC.ObS
Assumptions
A. Infrastructure improvements will be limited to those within the project limits(with those outside
of the project limits being those defined by W/WW/SW Master Plans)
B. Responses to various inquires shall be made based on the best available information provided to
the CONSULTANT TEAM at the time of the review.
C. The latest water model used in the Water Master Plan(October 2019)will be used to assess the
impacts of the proposed scenarios.
D. The latest sewer model used in the Sewer Master Plan(October 2019)will be used to assess the
impacts of the proposed scenarios.
•
E. The CONSULTANT TEAM assumes that the models are considered calibrated and acceptable.
Calibration would be considered an additional service not covered under this scope of work.
F. Pertinent GIS data necessary to input the gravity sewer system in Basin 19 into the model is
readily available and the CONSULTANT TEAM is not responsible for collecting any survey data.
G. Only updated flows for the project area are included.No additional review for Citywide Master
Plan projects will be recommended based on any change in wastewater flows.The CONSULTANT
TEAM will notify the client of any insufficient Master plan project impacting the project area.
H. The CITY will provide operational data(such as but not limited to storage tank levels,pump on-off
times,pump speeds,etc.)in excel/csv format.
I. The CITY will provide information about any major changes in pipe network due to construction,
operational changes or corrections in GIS since the master plan development in 2019.
J. The CITY will provide available information and record drawings,as well as any other pertinent
data requested by THE CONSULTANT TEAM.
K. The CITY acknowledges that the CONSULTANT TEAM's scope is based on information made
available at the time of this Task Order and data gathered during meetings.
L. 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.
M. Finished floor elevations will be used for establishing flood vulnerabilities and system analysis to
meet Level of Service.
N. It isassumed that no design or permitting will be conducted during this Work Order.
0. It is assumed that only subsurface modeling and improvements will be included on this Work
Order.
•
P. It is assumed CONSULTANT TEAM will receive one round of consolidated review comments from
the CITY on all deliverables within 3 weeks after submittal.If the CITY needs additional review
time,the schedule will need to be updated.
Page 1443 of 1808
North Beach D Neighborhood Improvement Project .racObs
Q. CONSULTANT TEAM shall at no time take title,risk of loss or ownership of the hazardous materials
or,wastes. CITY recognizes that the CONSULTANT Team assumes no risk and/or liability for
hazardous materials encountered while performing any services associated with such hazardous
waste.
R. No field archeology evaluations are needed/included.
S. All deliverables will be submitted in electronic format.
T. Jacobs will reasonably rely upon the accuracy,timeliness,and completeness of the
information/data provided by the Client or other third parties without independent
verification. Additional effort by Jacobs due to invalid data or information provided by the Client
or other third-parties,may entitle Jacobs to additional Compensation.
U. In providing opinions of cost,financial analyses,economic feasibility projections,for the project,
Jacobs has no control over cost or price of labor and materials;unknown or latent conditions of
existing equipment or structures that may affect operation or maintenance costs;competitive
bidding procedures and market conditions;time or quality of performance by operating personnel
or third parties;and other economic and operational factors that may materially affect the
ultimate project cost or schedule.Therefore,Jacobs makes no warranty that Client's actual project
costs,financial aspects,economic feasibility,will not vary from Jacobs'opinions,analyses,
projections,or estimates and Jacobs'shall have no liability for such variances.
V. In soils,foundation,groundwater,utilities,and other subsurface investigations,the actual
characteristics may vary significantly between successive test points and sample intervals and at
locations other than where observations,exploration,and investigations have been made.
Because of the inherent uncertainties in subsurface evaluations,changed or unanticipated
underground conditions may occur that could affect total project cost and/or execution.These
conditions and cost/execution effects are not the responsibility of Jacobs.
Exclusions
A. Evaluations associated with noise and odor related to construction activities.
B. Virtual meeting space or virtual town hall framework is not included in this Work Order.
C. The project limits included herein is based on information provided by the CITY.Thus,any additional
site(s)evaluations,design and construction implications and comparisons outside of the project limits
or not expressly stated herein,are not included in this Work Order.
D. No presentations to or approvals by the CITY of Miami Beach Historic Preservation Board are required,
as there are no impacted historic districts nor properties other than the 5-6 beachfront properties
outlined in red,and no construction is expected on Collins Avenue as part of the North Shore D
project
Page 1444 of 1808
' 7
North Beach D Neighborhood Improvement Project vacO S
Project Schedule
A delivery schedule is included as attachment B.
Page 1445 of 1808
North Beach D Neighborhood Improvement Project Jacobs.
COMPENSATION AND PAYMENT
The CONSULTANT TEAM agrees to provide the scope of services in Task 1 to 5 and part of 7 for a Lump Sum
amount of$2,275,644.42,and a Not to Exceed amount of$378,175.04 for a Total Not Exceed amount of
$2,653,819.46. Invoices will be submitted monthly based on the Consultant's percent complete of the Lump
Sum values in the table below,including subconsultants.See attachments for the detailed compensation
breakdown.
Task Description LOE
1.0 Project Management&Coordination $ 244,926.32
2.0 Stakeholder Communication,and Consensus Building $ 137,466.80
3.0 Infrastructure Modeling and Needs Assessment $ 976,620.30
4.0 Project Definition and Phasing $ 106,147.76
5.0 Development of Basis of Design Report(BODR) $ 601,244.96
7.0 Field Surveying and Topography $ 209,238.28
Sub-Total,LS $ 2,275,644.42
6.0 Technical Support to Public Outreach(T&M) $ 173,583.96
7.0 Subsurface Utility Exploration(SUE)(T&M) $ 155,373.28
7.0 Geotechnical Investigations $ 28,717.80
Sub-Total,T&M NTE $ 357,675.04
'Reimbursable Expenses(*) $ 20,500.00
Total WO,NTE $ 2,653,819.46
(*)Reimbursable expenses up to$20,500 have been included to cover the cost for the Production and Preparation
of Graphics for Community Workshops and for office and travel expenses(refer to Attachment A for allocations).
Office and travel expenses shall only be utilized for actual travel related expenditures made by Jacobs Team
(Jacobs and sub-consultants)subject matter experts from outside the tri-County area in the interest of the project
and as pre-approved by the City Project Manager. Travel reimbursable will be in accordance with the City's travel
policy OD.20.01 "Travel on City Business"
Page 1446 of 1808
Jacobs'
North Beach D Neighborhood Improvement Project
Attachment A: Detailed Level of Effort
Page 1447 of 1808
Work Orris.•Prone 1:None Beech Ntlpbbothood brfp•o•.n.M. .•.•.. ...r:. ... '''. .•.• •.•. ,.... .-:.:. .... r_ .• .:..•... ,..... w.-..-•_...••.r........•...,. •.- — -•..- --
,.. •� •-, • --
Project --
Fee emw>.n .•.. .� •.. .••. •. •........-.. .-..•_.-. ....- ...,..,_ - - .,.• --.. . « , •- . .•...., _ ,....
•.. -.__ -_._-. .
•
.-.r...r.....••w•�y�wNw•• --- - -- -" v' ,p .p u • • • ` • • - .• • • • • • . ! f *a • • f • • _ • • • • • ! • _ I.
0 u• ` •_u J • . r •y_u
sue.........-....._...__. .F"- •
" --- 1........ : I : • 1. . . ' . -. . . ' r ' r e •1 . • . . • • 0 • ' " ' •• ••• I • • • t mor., • •_ . t or...,
•
,.•...y.�-..�•...- •r » • • • r . • «• I • ` . • •• I • • • . • PO f: .q n
. •.. ._ _ ._ r. — - •
,.�..•. - - - . r- -i--- ME—
•
Page 1448 of 1808 •
North Beach D Neighborhood Improvement Project Jacobs
Attachment B: Project Schedule
Page 1449 of 1808
City of Miami Beach
North Shore D Neighborhood Improvement Project
Phase 1 Proposed Schedule(May 31st,2023)
ID Task Name Duration 'Start Finish Qtr 3,2023 Qtr 4,2023 I Qtr 1,2024 I Qtr 2,2024 p
_ _ _ __ _ J._._._._--__.._._.. .Jun..,I_-i Jul. .....L.&lg.._...L 5RP....I. oct___1 .Nov .I..De,c :....Jan I.._Feb...L Mar.....1..AP(.._._I.._Ma.1C .A
1 North Shore D-Phase 1:Development of Basic of Design Report _ 205 days Mon 7/10/23 Fri 4/19/24
2 Task 1•Project Management and Coordination 200 days Mon 7/10/23 Fri 4/12/24 r
3 Project NTP days da s Mon 7/10/23 Mon 7/10/23 fu/10
4 Project Planning 10 days Mon 7/10/23 Fri 7/21/23
5 Data Collection 5 days Mon 7/10/23 Fri 7 14 23
6 Project Management and Oversight 200 days Mon 7/10/23 Fri 4/12/24
7 Project Kickoff and Visioning Workshop 0 days Fri 7/21/23 Fri 7/21/23 ♦ 7/21
8 Project Kickoff Meeting 0 days Fri 7/21/23 Fri 7/21/23 : 477/21 .
9 Project Field Visit/Assessment Review 15 days Mon 7/24/23 Fri 8/11/23 j t—I
10 Plan and Coordinate Field Visit 5 days Mon 7/24/23 Fri 7/28/23
-
10 Mon 7/31/23 Fri 8/11/23
11 Field Site Visits by Individual Disciplinesdays
12 Task 2-Initial Stakeholder Communication,and Consensus Building 190 days Mon 7/24/23 Fri 4/12/24 t r
. l
13 i Development of Communication Plan - 40 days Mon 7/24/23 Fri 9/15/23
14 ' Review of Outreach Plan , 15 days Mon 9/18/23 Fri 10/6/23 +'
15 Submittal of Comments to Outreach Plan 0 days Fri 10/6/23 Fri 10/6/23 1�10/6
16 Implementation of Communication Plan&Support(Task 7) 135 days Mon 10/9/23 Fri 4/12/24 I t .'•
17 Task 3-Subsurface Modeling and Improvement Definition 120 days Fri 7/21/23 Fri 1/5/24 i r
18 Stormwater System Modeling 120 days Fri 7/21/23 Fri 1/5/24 r ) I
•
19 Stormwater Modeling Criteria Definition and Meetings) 0 days Fri 7/21/23 Fri 7/21/23 17/21
20 Existing Stormwater Model and Analysis 45 days Mon 7/24/23 Fri 9/22/23
f . I
21 Development of Model 25 days Mon 7/24/23 Fri 8/25/23 ��l
22 I Presentation of Results 0 days Fri 8/25/23 Fri 8/25/23 8/25
23 Review Model Based on Results 10 days Mon 8/28/23 Fri 9/8/23 M•
24 Finalize Model&Document Results 10 days Mon 9/11/23 Fri 9/22/23 i L1
25 Proposed Stormwater Model Scenarios and Analysis 75 days Mon 9/25/23 Fri 1/5/24 i 'P* r
26 Development of Model 40 days Mon 9/25/23 Fri 11/17/23 I a>•INNolnillinl
27 Presentation of Preliminary Results 0 days Fri 11/17/23 Fri 11/17/23 j 11/17
28 Review Model Based on Comments 10 days Mon 11/20/23 Fri 12/1/23 roic
29 Finalize Model 20 days Mon 12/4/23 Fri 12/29/23 •
30 Workshop to Present Modeling Results and Proposed Improvements 0 days Fri 12/29/23 Fri 12/29/23 j 112/29
31 Development of TM for SW Modeling 5 days Mon 1/1/24 Fri 1/5/24 re•
32 Potable Water System Modeling 120 days Mon 7/24/23 Fri 1/5/24 r i
33 Potable Water Modeling Criteria Definition Meeting 15 days Mon 7/24/23 Fri 8/11/23 ••
34 Existing Potable Water Model and Analysis 45 days Mon 8/14/23 Fri 10/13/23 i * l I
Task -' s"•':..'•....`''. Inactive Task Manual Summary Rollup External Milestone O Manual Progress
Split Inactive Milestone Manual Summary u 1 Deadline 4
Project:CMB First Street_21121
Date:Tue 5/30/23 Milestone • Inactive Summary 0 Start-only 1. Critical
INIIIMMEMINNI
Summary l '—'—'-1 Manual Task 1 I Finish-only J Critical Split ......•,•.,„,.
Project Summary Ir-•--"-'-- --I Duration-only External Tasks Progress
Page 1 For Discussion Purposes Only
• .Page 1450'ef180B— -- — — — — — ......... --- --
•
City of Miami Beach
North Shore D Neighborhood Improvement Project
Phase 1 Proposed Schedule(May 31st,2023)
ID Task Name Duration Start Finish 'Qtr 3,2023 I Qtr 4,2023 Qtr 1,2024 I Qtr 2,2024
_._...._—..:._....__._.... ..... ..._...... .. .. .. ........--..._._... ... _. .. .. ... _-...-Jun Jul ., Augl.....Oct ... Y
_ Jun Au Sep Oct NOVNw Dec Jan Feb Mar Apr May
35 Development of Model 35 days Mon 8/14/23 Fri 9/29/23
36 Presentation of Results 0 days Fri 9/29/23 Fri 9/29/23 19/29
37 Review Model Based on Results 10 days Mon 10/2/23 Fri 10/13/23 1
38 i Finalize Model&Document Results 0 days Fri 10/13/23 Fri 10/13/23 ♦ 10/13
39 Proposed Potable Water Model Scenarios and Analysis 70 days Mon 10/2/23 Fri 1/5/24 s
40 Development of Model 30 days Mon 10/2/23 Fri 11/10/23 I
•
41 Presentation of Preliminary Results 0 days Fri 11/10/23 Fri 11/10/23 • �-11/10
•
42 Review Model Based on Comments 10 days Mon 11/13/23 Fri 11/24/23 i
43 i Finalize Model 10 days Mon 11/27/23 Fri 12/8/23
44 Workshop to Present Modeling Results and Proposed Improvements 0 days Fri 12/8/23 Fri 12/8/23 • i ♦1y 12/8
45 Development of TM for Potable Water Modeling 20 days Mon 12/11/23 Fri 1/5/24 .•
46 Sanitary Sewer Water System Modeling Y
120 da s Mon 7/24/23 Fri 1/5/I4 I r t
47 Sanitary Sewer Modeling Criteria Definition Meeting 20 days Mon 7/24/23 Fri 8/18/23
48 Existing Sanitary Sewer Model and Analysis(By Others) 40 days Mon 8/21/23 Fri 10/13/23
49 ' Proposed Sanitary Sewer Model Scenarios and Analysis(By Others) 60 days Mon 10/16/23 Fri 1/5/24
50 Development Model 40 days Mon 10/16/23 Fri 12/8/23
51 - Presentation of Preliminary Results 0 days Fri 12/8/23 Fri 12/8/23 i ♦,+12/8
52 Review Model Based on Comments 10 days Mon 12/11/23 Fri 12/22/23 • i
53 Finalize Model 10 days Mon 12/25/23 Fri 1/5/24 V
54 Workshop to Present Modeling Results and Proposed Improvements 0 days Fri 1/5/24 Fri 1/5/24 ♦ 1/5
55 . Task 4-Project Definition and Phasing 30 days Mon 1/11/24 Fri 2/16/24 ,
56 Complete Project Definition 10 days Mon 1/8/24 Fri 1/19/24
57 Plan workshop for Project Defintion and Phasing 10 days Mon 1/22/24 Fri 2/2/24 L•
58 Workshop 0 days Fri 2/2/24 Fri 2/2/24 4,72
59 Finalize Project Definition and Phasing 10 days Mon 2/5/24 Fri 2/16/24
60 Task S-Development of Basis of Design Report(BODR) 45 days Mon 2/19/24 Fri 4/19/24 •
•
61 Development of BODR 20 days Mon 2/19/24 Fri 3/15/24 �l
62 Drop Tools and Submittal for Internal Quality Review 0 days Fri 3/15/24 Fri 3/15/24 ! !
3/15
63 Internal Quality Review 3 days Mon 3/18/24 Wed 3/20/24 1
64 Development of OPCC and Schedule 5 days Thu 3/21/24 Wed 3/27/24 i i
65 I Internal Submittal for Production 0 days Wed 3/27/24 Wed 3/27/24 ' ♦V3/2
66 Production 2 days Thu 3/28/24 Fri 3/29/24 ti
67, Submittal Draft TM to CMB 0 days Fri 3/29/24 Fri 3/29/24 ! I '1'3/2
68 , Review Period by CMB 10 days Mon 4/1/24 Fri 4/12/24
Task Inactive Task Manual Summary Rollup External Milestone Manual Progress
Split ..... .... ..... Inactive Milestone Manual Summary I1 Deadline
Project CMB First Street 21121
Date:TUC 5/30/23 Milestone ♦ Inactive Summary Start-only 1. Critical
Summary r'' ''' '''''"''1 Manual'Task I I Finish-only .1 Critical Split ... ...
Project Summary ...... ...... 1 Duration-only External Tasks Progress
Page 2 For Discussion Purposes Only
—— Page 145rott80B--- . . ... - -. -- .. .....
City of Miami Beach
North Shore D Neighborhood Improvement Project
Phase 1 Proposed Schedule(May 31st,2023) _
ID Task Name !Duration Start ;finish Qtr 3,2023 Qtr4,2023 Qtr 1,2024 Qtr2,2024
.. . . . _..... -- -__-__________ . .. ..... . 1 Alp...1._.r�...I_.Aug .1 Sep. I Oct I Nov I Dec l . lap...j..-Eeb..:_. .Mar I A r .I .May
69 Finalize Conceptual Design TM 5 days Mon 4/15/24 Fri 4/19/24
70 Task 6 Technical Support to Public Outreach 135 days Mon 10/9/23 Fri 4/12/24 ! 1
71 Technical Support 135 days Mon 10/9/23 Fri 4/12/24 i • r i
72 Task 7-Field Studies r 110 days Mon 7/10/23 Fr112/2/23 y' r I
---73-tr^1d tl.. ,;N;:r fi ` i�hrk4..'- o tk-k 4 Y fCAk F • 'G�+>;. c 4 14 ! 1
74 .. Planning of Field Work 15 days Mon 7/10/23 Fri 7/28/23 i .
75 Submit Plan and Discuss with City 5 days Mon 7/31/23 Fri 8/4/23
76 Execute Field Work 60 days Mon 8/7/23 Fri 10/27/23 . .
77 Complete Draft Survey 10 days Mon 10/30/23 Fri 11/10/23
78 Submit Draft 0 days Fri 11/10/23 Fri 11/10/23 41 11/10
79 Review Draft 10 days Mon 11/13/23 Fri 11/24/23
B0 Incorporate Comments 10 days Mon 11/27/23 Fri 12/8/23 • " '
81 i Submit Final Survey 0 days Fri 12/8/23 Fri 12/8/23 1 4712/8
Task Inactive Task Manual Summary Rollup External Milestone O Manual Progress
Split .................... Inactive Milestone Manual Summary •1 Deadline i
Project:CMB First Street_21121
Date:Tue 5/30/23 Milestone ♦ Inactive Summary Start-only I Critical
Summary I1 Manual Task 1 I Finish-only 1 Critical Split ,. ... .,,
Project Summary 1" ' ' -' .."' 1 Duration-only External Tasks Progress
Page 3 For Discussion Purposes Only
--..._.. g1;T452-OT1808
Jacobs
North Beach D Neighborhood Improvement Project
Attachment C: Project Organizational Chart
Page 1453 of 180,8
Teresa Kaimsjh
CMB PM
•
John Aleman
otC
Godo Canino
Sr.Project Manager
PM
Quality Control Team
Senior Associate
Hiran de Mel PIO Team
Brizaga
Mitch Griffin
Jennifer Baldwin
I I
Design Manager
Stormwater Modeling Water and Sewer Modeling
Sr.Project Engineer
CES Hazen
Tom Waldeck
Pump Station Lead
Sr.Project Engineer Field Studies
Tom Waldeck
Page 1454 of 1808
North Beach D Neighborhood Improvement Project Jacobs
Attachment D: Proposals from Sub-Consultants
Page 1455 of 1808
City of Miami Beach
Work Order 5A: North Shore D Neighborhood Improvement
Project — Phase 1
Design Services
Scope of Services
Master Design Consultant for Integrated Water Management
RFQ No. 2018-312-KB; Resolution No. 2018-30613
May 30, 2023
Prepared By:
Des
CONSULTANTS
880 SW 145th Avenue, Suite 106
Pembroke Pines, Florida 33027
Page 1456 of 1808
DOG
City of Miami Beach
0 0 N 5 0 L T 5 N T 5 Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1.
Conceptual Design Services
Scope of Services
INTRODUCTION
Miami Beach has designated the entire City as an Adaptation Action Area (AAA) in the City's Comprehensive
Plan, which specifies resilient principles, goals, and adaptation strategies. AAA's are designated to prioritize
actions and funding for flood prone areas. The Plan includes the objective to increase the City's resilience to the
impacts of climate change and rising sea levels by developing and implementing adaptation strategies and
measures to protect human life, natural systems and resources and adapt public infrastructure, services, and
public and private property. The Plan calls for the City to prioritize strategies in areas, which currently experience
or are projected to experience tidal flooding, storm surge, or both as a priority for the development and
implementation of adaption strategies.
North Shore D Neighborhood, that includes the North Beach Town Center, as defined during the previous
Neighborhood Project prioritization task of the Jacobs' Integrated Water Management Contract, is a priority flood
mitigation project in the heart of a newly designated Community Redevelopment Area. The Center was created
to address infrastructure needs and support economic investment and revitalization within North Beach. Figure 1
shows the project boundaries of the North Beach project, which include 73rd Street to the north, Collins Avenue
to the east, 69th Street to the south and Indian Creek/Dickens Avenue to the west. Boundaries also includes the
portion along 71st street between Indian Creek Drive and Bonita Drive. Figure 1 also shows the delimitations of
the North Shore D Neighborhood area (red boundary).
The intent of this project is to address the risk of flooding and sea level rise by adapting the roads and drainage
system in North Beach Town Center, in areas that are currently prone to frequent flooding by sea level rise and
rain events that are exacerbated when the events occur at the same time.This project will improve flood resilience,
by enhancing the stormwater conveyance and treatment system capacity of the entire basin, consisting of new
stormwater drainage pipelines and new treatment systems. In addition,the project will also address improvements
to the potable and fire water distribution system and the sanitary sewer system within the affected areas of the
neighborhood. JACOBS has requested that CES Consultants, Inc. (CES) provide services in underground utility
design and stormwater modeling technical reviews for the base alternative. The following is the scope of work for
items that CES will provide for this project.
SCOPE OF WORK
JACOBS has requested that CES Consultants, Inc. (CES)develop a fee based on a base scope of services. The
base scope is to provide an improved stormwater level of service to the neighborhood and replace the aging or
undersized sanitary sewer and potable water pipes in the project area. The sizing of the sanitary sewer and
potable water pipes will be based on modeling performed by Hazen and Sawyer under this project.
CES will provide the following services by Discipline.
1) Project Management and Coordination (Up to 6 progress meetings throughout the life of the project)
2) Public Involvement(Up to 5 stakeholder meetings throughout the life of the project)
3) Stormwater Model (Entire Project Basin)
a. Develop an existing conditions model, 1 Ultimate conditions model, 1 interim conditions 1 model,
and 1 interim conditions 2 model.
4) Pump Station sizing and locating
5) Existing Utilities and Conflict Resolution (Entire Project Route)
Page 1457 of 1808 2 1 P a g e
CIS
City of Miami Beach
CONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
a. Prepare an existing utility map utilizing as built and survey data. Utilize SUA to verify utility
locations.
6) Water Quality Wells Systems (Entire Project Basin)
a. Design sufficient water quality wells required for a DERM Class II permit. We will integrate the
existing CMB drainage wells throughout the project basin and the vortex type filters at the pump
stations into the water quality calculations.
7) Pump station discharge force main for all pump stations
a. Design will include the route layout between the pump station, the dissipator box, and any
required junction boxes to join the force main to either the pump station or the dissipator. The
design does not include the design of the pump station, dissipator, or any junction boxes.
The following is a detailed description of each scope of service to be provided by CES by task.
Detailed Project Scope of Services
Task 1 —Project Management and Coordination
Task 2—Support Stakeholder/Public Involvement, Information Gathering, and Consensus Building
Task 3— Pre-Design Phase— Infrastructure Modeling and Needs Assessment
Task 5—Development of Conceptual Design and BODR
Task 1.0 Project Management and Coordination
1.1 Project Management
CES (up to 2 members)will attend the project coordination and progress meetings with the Team and with CMB.
These meetings will provide updates on the project progress, address potential project issues, and assure that
the project team is meeting the expected goals. CES will participate in up to 6 monthly progress meetings with
JACOBS and CMB (in person or virtual meetings). Meetings are estimated to take up to 2 hours each.
Meetings/Workshops
• Approximately 6 Monthly Progress Meetings (Virtual) with the CMB PM to discuss progress and
discuss open action items.
• Approximately 26 Weekly Internal progress meetings (Virtual) with the JACOBS design team to
discuss progress and discuss open action items.
Deliverables
• CES task specific Baseline Schedule delivered to JACOBS (MS Project) (electronic)
• Monthly Updates to CES task specific project schedule delivered to JACOBS (electronic)
• Progress Reports and Invoices delivered to JACOBS (electronic)
1.2 Project Kick-Off and Visioning Workshop
CES will participate in the kick-off meeting with the CITY to review project scope, deliverables, and schedule for
the project. This meeting will include the discussion of the overall project communication plan, success factors,
project risk register, change management plan, and performance indicators. Project success factors and intended
outcomes will be defined, will guide the project execution, and will provide metrics to measure and track project
Page 1458 of 1808 3 I P a g e
CI
City of Miami Beach
NA S U L T A N S S Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
success for the CITY and for project stakeholders.The project goals will be revisited during public and stakeholder
engagement to validate and refine success factors.
As part of the kickoff meeting, CES's subject matter experts in sustainability and resilience will provide design
recommendations towards greater alignments and efficiencies to the project timeline, development brand, as well
as potential opportunities in development investment return in the areas of:
1. Development and integration of resilience strategies
In addition to the kickoff meeting CES will attend a separate visioning half-day workshop. The purpose of the
visioning workshop is to confirm CITY's objectives and success factors for the project. This workshop will include
CITY's key personnel and other stakeholders and will include obtaining information on the project.
Meetings/Workshops
• In PersonNirtual Kickoff
• Visioning Workshop
Deliverables
• Support preparation of presentation for the City Kickoff Meeting
• Support preparation of presentation and facilitation of the visioning workshops
• Support preparation of draft and final Project Communication Plan (electronic)
1.3 Field Site Visit/Assessment Review
CES will conduct a Field Site Visit/Assessment review with CITY staff and Jacobs, including at least 2 members.
CES will submit a site visit report with the summary of the major findings and observations collected during the
site visit within 10 working days following completion of the site visit.
Meetings/Workshops
• Field Site Visit with City and Jacobs
Deliverables
• Draft and final site visit report(electronic).
Task 2.0 Support Stakeholder/Public Involvement, Information Gathering, and Consensus Building
2.1 Support development of Public Outreach Plan and Coordination
CES will participate in neighborhood association meetings and presentations. CES staff will provide technical
support to JACOBS and CMB for the preparation of presentations and participation in neighborhood association
meetings.Additionally, CES will provide technical support in the preparation of informational material that may be
needed for postcards, newsletter(s) and/or fact sheet(s). CES will not be responsible for printing and mailing
content. CES will not develop informational content for the presentations. CES will assist by providing updates on
project progress, and CES will provide items developed during the design that can be used to develop
presentation content. CES will participate in up to 5 stakeholder and neighborhood association meetings (in
person or virtual meetings).
Deliverables
• Draft and final meeting materials as it pertains to the areas of responsibility for CES.
Task 3.0 Pre-Design Phase—Infrastructure Modeling and Needs Assessment.
•
Page 1459 of 1808 4 I P a g e
CIS
City of Miami Beach
CONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope.of Services
3.1 Stormwater Management System (Water Quantity)
The conceptual design effort will include hydrologic and hydraulic stormwater modeling to determine the capacity
of the proposed Pump Stations and the proposed stormwater system components. The following subtasks will
be executed to complete the modeling and validation of the base project. During this Task CES will utilize the
existing information to develop existing and future conditions scenarios, then complete stormwater modeling to
be used for the proposed master plan system under different scenarios. Following each of these steps in the
conceptual design, the design team will hold "milestone meetings" with the City and Jacobs to confirm the
assumptions made in each step. Following each of these steps in the conceptual design, the design team will
hold "milestone meetings" with the City to confirm the assumptions made in each step. The H&H modeling
estimates runoff from the design storm (10-year, 24-hour 8.75-inch storm), and predicts the maximum hydraulic
grade lines(HGL), pipe capacities and velocities,and peak stages throughout the drainage network.The modeling
effort will include pre- and post-development scenarios to identify current deficiencies and how the proposed
infrastructure improvements will address the needs.
Background
In 2019 AECOM prepared and presented to the City a basin study as part of the Capital Improvement Project for
the North Shore and Town Center Neighborhood located in the City of Miami Beach. The level-of-service (LOS)
used for this study was for no street flooding of the roads during a 10-year, 24-hour storm event and did not
consider the City's Road Raising policy. The primary goal of the proposed drainage system was to significantly
reduce or eliminate the deficiencies in the existing system.An Interconnected Pond Routing Version 3.0(ICPR3)
H&H model was used to size and evaluate the proposed drainage system. The model utilized available Light
Detection and Ranging (LiDAR) surface topography data, Geographic Information System (GIS) geodatabase
files, and record drawings of existing conditions provided by the City of Miami Beach to determine elevations of
catch basins and inverts, existing pipe network location, pipe sizes and pump configurations.
Existing Stormwater Model Setup
CES will develop an existing conditions stormwater drainage model to evaluate the existing flooding conditions of
the drainage system of the area. CES will use the Interconnected Channel and Pond Routing Model Version 4
(ICPR4)software, released in 2016, to develop the stormwater model using available existing information on the
existing drainage network to be collected during the data gathering task. For model development the CES will use
existing GIS data, and LIDAR data available and will be complemented with Topographic information, and Finish
Floor Elevations collected as part of the Survey Scope for this project within the boundary area of the North Beach
D Neighborhood. Please note that The CES will use the AECOM's model as a starting point to narrow down the
boundaries of the model.
Existing Stormwater Drainage Analysis and Calibration
The CES will run the stormwater model for the existing condition and analyze the results to determine the water
surface elevation and flooding patterns for the design rainfall. CES will identify approximate areas of flooding,
structures within these areas, and roadway overtopping. Based on the model output comparisons to historical
records of storm events(pictures and videos) provided by the CITY, CES will work to modify the existing model
(calibrate)to represent the realistic drainage conditions more accurately.
Proposed Stormwater Drainage Modeling, and Analysis
The CES will develop a stormwater model to evaluate and determine the improvements required for North Shore
D Neighborhood. CES will develop three (3) post development models. One Ultimate Conditions model, one
Interim condition 1 model, and one Interim conditions 2 model. To complete the evaluation, CES will start with the
existing model and use the proposed stormwater improvements identified by AECOM as the reference to develop
the Ultimate Conditions model. The model will be analyzed and modified based on design criteria and the LOS
put forth by the CITY. Interim Conditions 1 and 2 will be developed using the Ultimate Conditions model as the
Page 1460 of 1808 5 I P a g e
009
City of Miami Beach
CONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
basis. The interim conditions models will not necessarily meet the LOS requirements. CES will analyze and
identify any additional improvements that are required for each of the post-development scenarios and within the
project boundary areas. Table 1 and Figure 2 provides a description of the scenarios to be modeled as well as a
graphical description of the preliminary boundary conditions of each scenario. The modeling of the scenarios will
be iterative to determine/refine the design criteria for the required improvements such as pipe sizing and
alignment, pump station location and capacity, and other potential solutions (storage).
The results of the post-development scenarios, as per Table 1, will be reviewed and compared to the existing
conditions model to validate the impact to the LOS and the improvements required to meet the LOS. The
development and results of each scenario will be summarized in a technical memorandum which will support the
overall project basis of design. These same scenarios also apply to the stormwater pump stations and water
quality assessment tasks.
A virtual workshop, "Milestone Meeting"will be held with CITY to be attended by up to two (2) CES staff at each
phase (Existing model set up, Existing model analysis, Ultimate Condition Scenario set up, Ultimate Condition
Scenario analysis, Interim Condition 1 set up, Interim Condition 2 set up, Interim Condition 1 analysis, Interim
Condition 2 analysis)to obtain comments and verify assumptions being made in the model. Following receipt of
comments on each phase, CES will proceed to the subsequent phase and incorporate said comments. CES.will
provide a draft Technical Memorandum (TM) summarizing the model development, model calibration, analysis,
scenarios, and stormwater improvements. A virtual workshop will be held with CITY to be attended by up to two
CES staff to discuss the TM and obtain comments. Following receipt of comments, CES will provide a final
stormwater system TM.
Meetings
• Eight (8) Milestone Meetings (Virtual)to discuss modeling inputs and results.
• one (1) meeting (Virtual)to discuss the draft TM.
Deliverables
• Presentation material from the status meeting for the city to review(electronic).
• Pre vs Post Model Technical Memorandum (electronic)
• Hydrologic and Hydraulic Model and all native calculations, model logs etc.
Table 1—Stormwater Modeling Scenarios
Extant of
Pbrwing
Saenarb Scenario Deaoipdon Development Stormamter
Horizon
Mirada
Existing Condition Baseline/Existing Conditions Current conditions 2023 NSD+
Ultimate build out condition,including:
• All seawalls and barriers will be modeled as having been
installed or upgraded per the "Resiliency Standards for
Tidal Flood Protection."
• Future storm drainage pipelines throughout the North
Shore D basin will be modeled as having been installed or Highest land cover
upgraded utilizing the 2019 AECOM stormwater basin anticipated per
Ultimate Condition study as a reference to select boundary conditions for zoning including
Scenario(Figure 2 smaller NSD Neighborhood model(interim conditions). known 2055 NSD+
Blue limit) • Boundary between the North Shore D Neighborhood basin development
and adjacent neighborhoods to the north and south will be projects at the
modeled under the assumption that all northern and NBTC
southern neighborhood improvement projects have been
completed
• Roads within the boundary will be modeled as having been
raised per the CMB Road Raising Policy as applied and
adopted in this project.
Page 1461 of 1808 6 I P a g e
CIS
City of Miami Beach
CONSULT 111115 Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
• Modeling will assume the following contribution to the
basin and smaller NSD Neighborhood basins: 33%for all
waterfront properties with internal drainage systems;and
50%for all waterfront properties without internal drainage
systems
• Level of Service(LOS)—10 Yr.24 hour design storm and no
residual flooding on the basin
• Pipe sizing will be reassessed from the AECOM 2019 model
based on the LOS and design criteria for this project
This scenario will utilize the Ultimate Condition Scenario as the Known
reference for the model.The interim condition 1 is focused on the
Interim Condition 1 definition of the identification of improvements required to support development 2055 NSD
(Figure 2 Red Limit) the NSD neighborhood area including the identified NBTC planned the across
developments meeting the desired LOS. neighborhood
This scenario will build upon the results of the Interim Conditions 1 Known NBTC
Interim Condition 2 Scenario.This Scenario is focused on the definition of the identification planned 2055 NBTC
(Figure 2 Violet Line) of improvements required to support the proposed NBTC planned development
development projects
Notes:
• NBTC=North Beach Town Center
• NSD=North Shore D Neighborhood
• NSD+ = North Shore D Neighborhood expanded area to capture nearby
connected/dependent infrastructure
• Interim condition 1 and 2 refers to the initial construction phases of the NSD project.
Page 1462 of 1808 7 I P age
CIB
City of Miami Beach
CONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
•
" ___ �.'C — 'C.,
1 .-*T,. 31., . ?I-
.• pF. T
f ‘-'' .
, .
...• .... • 7--'i 11-1...11. lira—- 'a E --
/-•..ikAN'
a w' �.f
� ''�� , Proposed PS 3 r� � NMI � , '' - - ; ,
park Vie NIP
w `' n c� e. �� '
1c i- P::rr.
Island Outfall 3 (F a , v.- .r,_ ^ :2rler _ +
1 TM
H
0 .
•
. .
. -..1 Y I .4
K J
•
(7 -
fill ,
R „.... P M 4:1: lAk I
1,4. V* • c)riProposed PS 4 . ; \ '
._ Q _..
j• Ali .-..i■i Q fir= 0 ` A N -
. Y ' 1A, -4
i*Ii- \-.(1 r - . .-4. 4t ', !IL -
. Lord
‘,.- •re/M.2mDaTenDR.(1.1.1rfa sr) -F...
.la D.wnn Etas D riytam Oil!Imlay)
,' •N9D..No1nEtm01100AmE Ym•mloc.krem9omasIJEptl.I renntrudenteu.�mu,
Figure 2. Post-Development Modeling Scenarios
3.2 Stormwater Pump Stations
CES will develop preliminary sizing, conceptual layouts, locations, configuration, and sizing of the Stormwater
pump stations required to serve the project area. CES will evaluate options and develop a recommended
alternative for each pump station. It is assumed that the area will be served by two (2) pump stations (Proposed
PS 3 and Proposed PS 4)as defined in the AECOM Stormwater Master Plan, see Figure 2. CES will model and
Page 1463 of 1808 8 I P a g e
CIS
City of Miami Beach
CONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project—Phase 1
Conceptual Design Services
Scope of Services
compare alternate pump station locations as necessary. Please note that the final number and location of the
proposed pump stations will be validated during the modeling task. The conceptual plan for each pump station
will include:
• Potential to use only one pump station for the basin. Due to the water quality issues in the canal
surrounding the Park View Island the City requested to explore not discharging at this corresponding
location and use only one pump station for the whole basin.
• Potential for the use of underground storage to validate/optimize the number of pump stations.
• Preliminary sizing of the pump station wet well(s)
• Preliminary sizing of the above ground components
• Location siting/layout plan of the pump station and above ground components
• Access for necessary operations and maintenance
Meetings
• Five (5) status meetings (Virtual)with City Staff to discuss pump station capacity, location(s), and
conceptual layouts
Deliverables
• Proposed conceptual layout for each individual stormwater pump station that includes site plan and
location layout(electronic).
3.3 Stormwater Management System (Water Quality)
CES will perform a water quality analysis of the site.This will include performing engineering calculations to define
the size of water quality structures and pumping requirements as well as performing a nutrient and pollutant-
loading analysis for the PROJECT area basin. CES will utilize BMP trains for the nutrient and pollutant-loading
analysis. CES will perform a nutrient and pollutant-loading analysis for the PROJECT area basin to identify
possible hot spot land uses and contributors to known pollutants of concern identified for the Biscayne Bay
Outstanding Florida Water. Known pollutants include trash, sediment, bacteria, nitrogen, phosphorus, heavy
metals, and hydrocarbons, to name a few.
Based on the analysis CES will recommend required infrastructure to meet Current State Water Quality (WQ)
requirements. The locations of WQ infrastructure will be included in the proposed system. As part of this effort
CES will coordinate and attend a pre-application meeting with DERM for presentation of results and define WQ
approach for the permitting phase of the project.
Deliverables
• Draft and Final Technical Memorandum describing the analysis and BMP Trains model report, which will
be incorporated into the Basis of Design Report (electronic)
Task 5.0 Development of Conceptual Design and BODR
5.1 Utility Coordination and conflict resolution
CES will perform utility coordination and prepare an existing utility map. The utility coordination entails submitting
design tickets, creating a utility tracking sheet, and contacting all utility owners with utilities in the project area.
This process will help identify major conflicts with franchise utilities that will define the alignment of proposed
utilities. CES is not responsible for any subsurface utility exploration or soft digs.
Page 1464 of 1808 9 I P a g e
CIS
City of Miami Beach
ONSULTANTS Work Order 5A: North Shore D Neighborhood Improvement Project-Phase 1
Conceptual Design Services
Scope of Services .
5.2 Preliminary evaluation of water quality wells
CES will perform the calculation and coordination necessary to determine the size and number of water quality
structures necessary. An analysis of the existing wells will be performed to determine how they can be
incorporated Into the proposed design. CES will participate in an informal meeting with DERM to discuss
conceptual design. CES will develop alternative options to satisfy the water quality needs. The location and
number of the proposed wells will be determined based on site limitations and existing infrastructure.The drainage
model will incorporate any existing wells determined to be functioning and impactful as well as incorporate any
proposed wells. CES will identify possible conflicts and necessary resolutions to be noted in the BODR.
5.3 Basis of Design Report(BODR)
CES will aid in the preparation of a BODR that outlines the design constraints, considerations, and
recommendations determined in the conceptual phase as it relates to each component to be designed by CES.
The basis of design will include code and standards that will be followed, a permitting matrix with identification of
regulatory agencies, CAD standards,table of contents of the technical specifications, and existing utility drawings.
The stormwater model technical memorandum will be included as an appendix to the BODR.
Deliverables
• 5.1 Utility coordination and conflict resolution (Development of Existing utility map)
• 5.2 Preliminary evaluation of water quality wells
• 5.3 Basis of Design Report for the components under the direct responsibility of CES (Electronic)
Assumptions
The following are a list of assumptions utilized to prepare our fee and scope of work. The CES responsibility is
limited to designing the following items.
• Project Management and Coordination is limited to 6 progress meetings throughout the life of the
project.
• Public Involvement is limited to 5 neighborhood association meetings throughout the life of the
project)
• Stormwater Model (Entire Project Basin)
- CES will prepare an existing conditions model, 1 Ultimate conditions model, 1 interim conditions
1 model, and 1 interim conditions 2 model.
- CES will calibrate the existing conditions model to assure accuracy.
• Stormwater Pump station
- CES will determine the capacity of the pump station only. Pump station design is not included in
this scope.
• Existing Utilities and Conflict Resolution (Entire Project Route)
- CES will identify conflicts with proposed underground utilities. CES will work with the appropriate
design group to identify solutions to the conflicts. The appropriate design team will provide final
solution to their particular conflict.
• Construction Phase Services
- Construction phase services are not considered for this proposal. This includes field visits during
construction, review of shop drawings, certification of any component of the system, and permit
close-out assistance.
• Permit Fees are not included in this fee proposal
Page 1465 of 1808 10IPage
'Appendix A-Level of Effort Estimate
FOR INTERNAL USE-BASIS FOR PRICE TOOL
ProNct Engineer UAW Eryb ar- Engine., CUD Operator Draftsman Administrator-
Work Order 5-North Beech Neighborhood Principal- Senior AssodHa- AMadete-David P1O1'at Manager vrpl•atEMnnr- Opr
Rudy Oma lose braballo Noat Sergio Wdllams Kevin laelyn Roman Carla Hernandez Mabel VilWxon Celia Suarez Gladys[aneb total Nave C.ntlrewrry TO7K 0057
Improvements Project Ernesto Fernandez vanesa Mahoney Francisco9146o,odo
-Fie Breakdown
$292.54 I $252.49 $199.45 $20511 $19610 $1e5.66 $175.51 5142.96 $122.00 576.18 590.18
Took 1-Pro1rA M.n.gMnoot and Coordination
Project Man.g.rrwnt 18 40 24 120 8 8 0 0 0 I 0 60 276 552,735
Project Kickoff and V sicnirrg Waldrop 4 16 a 24 B 4 0 0 0 0 0 64 814.062
Field Sift VniOM w waerto Review 0 12 0 24 24 0 0 0 0 0 0 60 512.693
Tan 2-50pp041 6t4841101deriPublk I l,080 mart,MTonnaeon 64t8a0np,
land Conrneua 1411dInrqp -
Supput 0.vMopmant ofPueM Ovna72r Plan land Coordination 4 I 12 I 8' I 40 I 40 I 8 I 60 I 80 I 0 I 0 I 0 252 I I $45,357
Tuk J-Pr.-104614pn Pluu.•lnlraatruomn Modeling and N.ade
A.aa.mlflt
Sformwabr Management System(Wtler Qranity) 24 32 24 40 100 800 380 140 0 0 0 1340 8245,931
Stormier Pump Macao 18 16 40 32 80 140 140 100 0 0 0 564 5103.898
5tormweter Management System(Wetar Quality) 18 40 56 80 64 200 240 180 0 0 0 876 5160.013
Task 5-O.v.blar-nt of Cano.pWal Design and DOOR Bore cif __
. Design Report 16 16 21 80 24 80 66 80 0 0 0 366 372.573
- linty 000rdina5ar and Conflict iden118Ca9on 4 8 _ 16 32 32 64 84 120 220 128 0
in 688 596.158
Pre0ml9My evaluation of Water quaeyw.11s 12 24 44 B0 48 B0 60 100 180 140 0 768 3118,594
Subtotal 112 216 244 552 471 1144 1010 100 400 2115 10 5214 8920,012
4.01: +. Cl.: •.�.: ,.. +', i.,.. a:, ,1 ;- ':,. y-. 1 i L.. } 2 0 Iol 'y Ad ,bu a.. t^41 111,Yr..16 ...
Page 1466 of 1808
Hazen
SCOPE OF SERVICES
CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT
North Shore D Neighborhood Improvement Project
Water and Sewer Modeling Services
PROJECT BACKGROUND
The intent of this project is to address the risk of flooding and sea level rise by adapting the roads and
drainage system in the City of Miami Beach (City)North Shore D Neighborhood, in areas that are currently
prone to frequent flooding by sea level rise and rain events that are exacerbated when these events occur
at the same time. Refer to Figure 1 (next page)for an illustration of the project limits.
This project will improve flood resilience by enhancing the stormwater conveyance and treatment system
capacity of the entire basin, consisting of new stormwater drainage pipelines and new treatment systems.
In addition,the project will also address improvements to the potable and fire water distribution system and
the sanitary sewer management systems within the affected areas of the neighborhood.
The planning and design of the project will be divided in two phases. Phase 1 will focus on completing the
project planning and conceptual design for the improvements related to the project. Phase 2 will include
the full design of the improvements identified during Phase 1 of the project.
The scope of this service order focuses on water and sewer system hydraulic modeling analyses as part of
the planning efforts under Phase 1.
Water System Hydraulic Modeling,
The City is a wholesale water customer of Miami-Dade Water and Sewer Department(WASD), but owns,
operates, and maintains the water distribution system within the City's service area. In 2019, Hazen and
Sawyer (Hazen) completed an evaluation of the existing water system and developed a Water System
Master Plan(Water Master Plan)to identify capital improvement projects to ensure reliable operation of the
water system for a planning horizon of 25 years.
The intent of this effort is to use the City's most recent version of the water hydraulic model to evaluate the
water system under the existing and various proposed future scenarios to define the improvements required
to support the North Shore D project area.
Sewer System Hydraulic Modeling
The City owns, operates, and maintains the sewer collection and transmission system within the City's
service area. Sewage is collected throughout the City and pumped through a single 60-inch connection to
WASD's Central District Wastewater Treatment Plant (CDWWTP) for treatment and disposal. In 2019,
Hazen completed an evaluation of the existing sewer system and developed a Sewer Master Plan (Sewer
Master Plan) to identify capital improvement projects to ensure reliable operation,of the system for a
planning horizon of 25 years.
The sewer system hydraulic model included only gravity mains larger than 24-inches. However, various
gravity pipeline segments have been added to the model since 2019 as a result of multiple developed
connection request hydraulic analyses that have been performed by Hazen. The intent of this effort is to
use the most recent version of the sewer hydraulic model and incorporate all of the local gravity sewers for
the North Shore D project area basin, evaluate the sewer system within the North Shore D project area
under the existing and various proposed system configurations, and define any improvements required to
support the North Shore D project area for the various proposed system configurations.
May 12, 2023 Page 1467 of 1808 Page 1 of 10
Hazen
, t �� -:i...,.c.., d j p:... i, �1#<. ,^31 li / _ ( �. r t 7.i • ... f a'� i 7f�.2,y;,:
�,7 �, 4Tr r, T `�� : . x s FIGURE 1
" g 4s1.-,k 1V-- f ,. 1 it:/-74:42i;esi' •••==:; ., . / „I , _,,, ,, . -
... , , ,
`• �f r M• Li• ^ is; Tat• •
` k-'�A::
r�� fit •� _ • - t.� ? a
�'n• - .Ic b h t G �s. immists J2 tS crux �,' i ,d ; :;"
, ‘V., • 00. ,, . `11111..: . 77‘ ri, l's'-'441:'"* ' . '- ••143 - -...... .:: "tk".
f.pr .� , .y`. 01,3„. y, 1. ,,, ••� yd., ., .. i r.j f'sti rfillt ,
•
a 10
,1 46 f Z _ Ili L •.•40. 1 -
slei., ilor • Ili oaminkat • - • . ,,,,ii- 4..t... r,...
• +lit,1 _ �y ,a�.+ - ,Viz.vitt• r`};= �>t , j
�y�i f
j. f`t,e, C. f ` W •�^ vrM =tr : ae 4;L�G®®`G.'',,,,�rrr,,iiiiyyyy yjy!q lftn•.lj''f• `` 1 1,•.I 4 .. ti y
qt.A‘Iii
I r �' r i Nt ....4_,Y ,O•.iar L 'I"S aaYt� ; }� • - _ 1F" P; Yg2s ti
3 ;* .,, `` 'f :, to vUrl 'to
Nt. 70�.� F. . ' =t•`�v :41 ,. •t{ -. •t �� :-'''t-{R r t,:r
4,,,... ,~A' ` • :' , t�: \ C.+•'+ ' ,,,, ■tom•' i `I .' ,...;ram't d i :
1�Ra� _ _ , i 1 r ,.r•.
•.:;:1.. �j�` i _ �' .. y,is � ;.. h . ;:1'
., *Y ..i j 3t* " ",..,-,..,,,,,,A — ice'- �I i r r'' +`
,•.r lfG k;,k+4'S.�.._f:: �! , —� 1 G,-1' '�tttc.. " :g
'-f3
_ 't . ,,,„,, kle l'52 eigilicii: . , i
.n...tl.c.•raft.ti..c.Mrwr..•trio cwn...nlc.a.on.•Y.MSR RAti/•nun 1a00•0.11.'t.6..N'RP•...0.I........0M om.n►t Pall C'u•.•.awtC.eUO'C' C*,al Norm BwNb.Wma Ta.n Cater NeAtlil.lvrMtWo'loon Cm.1n.a
.• ,n� North Beach Neighborhood Project Within Q Town Center City Owned FDOT ROWgi!Ifligii
g&1 The Limits Of North shore D&Town Center Q North Shore D K. Upcoming Development Miami Beach ROW '
Figure 1:North Shore D Neighborhood Improvement Project Limits
May 12, 2023 Page 1468 of 1808 Page 2 of 10
Hazen
SCOPE OF SERVICES
Task 1 —Project Management
Hazen's project manager will be responsible for managing and administering the project, including:
• Preparing and administering Hazen's internal resources
• Monitoring project activities, budgets, and schedule
• Communicating with Jacob's project manager
• Scheduling and attending progress and review meetings, internal and external
• Ensuring that the Project Team follows Hazen's quality assurance and control(QA/QC) policies and
procedures throughout the project
Task 1 Deliverables:
1. Submit a monthly project status memorandum with invoice per City requirements.
Task 2—Baseline Model Analysis
Task 2.1—Baseline Water Model Setup
The existing model scenarios will be used to identify near-term improvements . In order to adopt a more
conservative approach,the demands from recent developer requests to the City will be included in addition
to the original 2025 projected demands established as part of the master plan.The demands for 2045 will
only include projected 2045 water demands established in the Master Plan. It is assumed that new
developments proposed since the master plan are reflected in the systemwide projections.
• The model controls will be updated to reflect the changes in the operation of the system by the City
with regards to operation of storage tanks and associated operation of the booster pump stations.
• The model will be updated to reflect any changes in large diameter pipes throughout the City (i.e.
greater than or equal to 24 inches in diameter) since the development of the master plan model
based on City's GIS.The model will also be updated for to reflect any network changes in the North
Shore D area (regardless of pipe diameters)based on City's latest GIS.
• Within the North Shore D boundary, City will review GIS and as-builts and provide Hazen with any
major interconnects that are missing in the current hydraulic model.
• The City will also provide recent fire flow data to Hazen for reference. With concurrence from the
City, Hazen will make updates to areas of the City hydraulically impacted when appropriate. Note,
data will be for reference only as many variables impact fire flow tests when compared to modeling
results.
• Hazen will use the most current version of the InfoWater model,and request from the City the most
current GIS files.
Task 2.2—Potable and Fire Flow Modeling
Hazen will perform hydraulic modeling of the existing potable/fire flow protection water system to evaluate
the capacity of the existing system components. The model runs will be used to identify any potential
deficiencies identified within the specific North Shore D project boundaries for the scenarios defined in
Table 1.
May 12,2023 Page 1469 of 1808 Page 3 of 10
Hazen
Table 1
Scenario Title Description Year
Facility:Existing facility network.
Demand:Master Plan 2025 Demands
1.1 Existing Conditions +Estimated demands from recent 2025
developer requests(w/o North Shore
D additional demands)
Facility:Existing facility network+
Existing Conditions+ Planned Master Plan Improvements
Planned Capacity Demand:Master Plan 2025 Demands
1.2 Improvements Identified +Estimated demands from recent 2025
During the Master Rani developer requests(w/o North Shore
D additional demands)
Future Conditions+ Facility: Existing facility network+
Proposed Capacity Proposed Master Plan Improvements
1.3 improvements Identified Demand:Master Plan 2045 Projected 2045
During the Master Plant Demands(w/o North Shore D
additional demands)
1.Planned Master plan improvements to be modeled will be limited to the improvements in
City's current 5 year Capital Plan. City to provide this list.
2.Proposed Master Plan Improvements to be included in the model will incorporate all the
capacity related improvements identified in the Master Plan.
Hazen will run the hydraulic model and analyze the results to determine the water pressure and system
capacity. Hazen will identify approximate areas of low pressures, issues meeting fire flow requirements,
and infrastructure capacity issues, if any. In addition, Hazen will identify improvements as necessary to
maintain local levels of service(LOS)for the project area.
Task 2.3—Sewer Model Setup
The existing model scenarios will be used to identify near-term improvements. In order to adopt a more
conservative approach, the flows from recent developer requests to the City will be included in addition to
the original 2025 projected flows established as part of the master plan.The flows for 2045 will only include
projected 2045 sewer flows established in the Master Plan.It is assumed that new developments proposed
since the master plan are reflected in the systemwide projections.
• The model will be updated to reflect any changes in large diameter pipes throughout the City(i.e.
greater than or equal to 24 inches in diameter) since the development of the master plan model
based on City's GIS.The model will also be updated for to reflect any network changes in the North
Shore D area(regardless of pipe diameters)based on City's latest GIS.
• Within the North Shore D boundary, City will review GIS and as-builts and provide Hazen with any
major interconnects that are missing in the current hydraulic model.
• Hazen will use the most current version of the InfoWorks model,and request from the City the most
current GIS files.
Task 2.4—Sewer Modeling
Hazen will perform hydraulic modeling of the existing local sanitary sewer system in the North Shore D
project area, including the entire PS 19 service area, to evaluate the capacity of the existing system
components.The model runs will be used to identify any potential deficiencies identified within the specific
North Shore D project boundaries for the scenarios defined in Table 2.
May 12, 2023 Page 1470 of 1808 Page 4 of 10
Hazen
Table 2
Scenario Title Description Year
Facility:Existing facility network.
Flows:Master Plan 2025 dry and wet weather
1.4 Existing Conditions flow+Estimated flows from recent developer 2025
requests(w/o North Shore D additional
demands)
Facility:Existing facility network+Planned
Existing Conditions+Planned Master Plan Improvements
1.5 Capacity Improvements Identified Flows:Master Plan 2025 dry and wet weather 2025
During the Master Plan' flow+Estimated flows from recent developer
requests(w/o North Shore D additional
demands)
Facility:Existing facility network+Proposed
Future Conditions+Proposed Master Plan Improvements
1.6 Capacity Improvements Identified Flows:Master Plan 2045 Projected dry and 2045
During the Master Plan2 wet weather flow(w/o North Shore D
additional demands)
1. Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5
year Capital Plan. City to provide this list.
2. Proposed Master Plan Improvements to be included in the model will incorporate all the capacity related
improvements identified in the Master Plan.
Refer to Figure 2 for the developer requests that are currently in the model for the North Shore D area and
the gravity sewer piping that has been added to the model over the course of the various developer
requests..
Hazen will run the existing conditions hydraulic model including the new gravity sewers added and analyze
the results to determine the Basin 19 existing capacity, among other parameters necessary to evaluate the
existing conditions of the sanitary sewer system within the project area. Hazen will identify areas with
infrastructure capacity issues,if any. In addition,Hazen will identify improvements as necessary to maintain
local levels of service (LOS)for the project area.
Task 2: Deliverables
1. Summary of baseline modeling results for the sewer system including:
a. Sewer flow estimation summary for DWF, WWF; gravity sewer table with sewer diameters,
inverts and MH rim/bottom elevations, sewer structural profile charts, pumps, control levels,
PS 19 wet well levels.
b. Sewer modeling results in sewer HGL charts, PS 19 performance in wet well levels,
discharge pressures, impacts to the upstream and downstream stations.
2. Summary of baseline modeling results for the water distribution system including pdf maps/figures
indicating system pressures,velocities,fire flow, etc.
May 12,2023 Page 1471 of 1808 Page 5 of 10
Hazen
:. , [ '• .er ewe f• �P� J It e . •4�4
_. ...'..a. S . '��4�r r a• -, . ' _ ( .- , '1� a...d. Developer Modeling
'�` e - . i•,•t y•C • y ., _Development Already Modified
4 re r 1 r' ii, i ' ' �'iYi''9w f�>'� 3 �a vnr•ip Ale:..
ip 1
74".
_� . �- i •' _ .� _ �... A•. r� ,; . ......: • FIGURE 2
,,,,• it' ' - '‘‘' , i' 0 1,.',4r,g,,..f-.,.--e.'37.-.IA'_i— -c :•,;.: • •.
-3 '__ :r7�Y- T•T', 't. di irlCGv y C •• ' a.�+ii r. `
J u �` �z'� •1/j .: .R. ir�s - j ... .y LY' 'i=5?•:' .-•�•'.'�i.I
1�, / ' \ '\ r 3'• fly �.ff .. ._:.�:.,3.:�F- _ �• — •
^c L. ..'".ry .
orsib
:'...#•• '-'...A. ,• , N. 4v.....,tir, _ .. . — - • .. 400
r 'try 4 Z' 4 �• ►' t i.3
A•\ \ ` t \ A. j Ili '' fi �I ( +,: :i^ '
;"�; , .
I f ri �m ..%. ;
oll '
?a.,:,jr,}3,P'PI.. :`.o'..kc
- -/' . . .. 'A '\li• .s• i ". '� • 2.-?�!, ., ' W 4.- .A..'.
+1i1"tt r �7f. +•: S L` i 1'•�: x yr 1 sf Y,x, ,5*
t ��;�J'�,,....,, Zi;,.), 0.,.. �•, ' I r i 1 .sESAn
Annon ` rl:;fio.....-1- ��'
wiii
•
'''bra'-r 9 `' �c ' ��C11.tol mow. ru• _ �14 " Tr�:ir'N 'l ' i7 t •�,A.
4�" f !t .'• ,9� � �n I.J:.• 3 .�. t, 3 _ r >s ihM?.
' Tom: xl,t"! . ' ''i 1 • ►- ."
,.ire t , '' '' 14, ' !i ±y� M
�Ali ye I•C,' , [:t.' it ¢w • C•. -IY. �' �` t" a fii. `
l'A
'. - + , :t:l,+x � '.1.• ''1• , _..��•
.ice `; �`,02 ": - w .4_,
; Ili
:C.
low Own.ee•ne•.Waft oww+r•true e..w een cif..om.•••er wn.num.uun, ..Ne....tn"•aa.•••....sa.em... na.....il rem t a,*,liCAIao'.a...ONO le..e.es LWordi to.n CAA.,q...y....0db.1e••oew I.mb
1 North Beach Neighborhood Project Within Town Center City Owned FOOT ROW
��;'` L'`�" •Q9' The Limits Of North Shore D&Town Center ....
.YNorth Shore D r"ems Upcoming Development Miami Beach ROW '
111141IPFigure 2:Developer requests that are currently in the model for the North Shore D area and the gravity sewer piping that has been added to the model over the course
of the various developer requests.
May 12,2023 Page 1472 of 1808 Page 6 of 10
Hazen
Task 3—Proposed System Modeling and Analysis
The model scenarios developed in Task 2 will be updated to include built out demands for the.proposed
North Shore D developments based on latest planning and zoning documents for North Shore D area.
These demand additions will be applied to both for 2025 and 2045 scenarios.
Task 3.1—Potable and Fire Flow Modeling
Following the review and assessment of the baseline conditions, Hazen will modify the existing conditions
model to assess the interim and build-out scenarios included in Table 3. Each configuration scenario will
be modeled and evaluated against local level of service criteria, and its results compared with the existing
conditions model to evaluate the improvements within the system. Each scenario will include LOS analysis
for maximum demands, average demands, available fireflow, maximum and minimum pressures, high
velocity/headloss, and pipe criticality for the project area.
Table 3
Scenario Title Description North Shore D Demands Year
Ultimate Build-Out: Estimated
demands from recent developer
requests+max population at
Facility:Existing facility NBTC(3.5 FAR)
network.
2.1 Existing Conditions Demand:Master Plan 2025 Interim 1:Build out of NBTC 2025
Demands+Estimated planned developments
demands from recent
developer requests
Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
Ultimate Build-Out: Estimated
demands from recent developer
requests+max population at
Facility: Existing facility NBTC(3.5 FAR)
Existing Conditions+ network+Planned Master
Planned Capacity Plan Improvements Interim 1:Build out of NBTC
2.2 Improvements Demand:Master Plan 2025 planned developments 2025
Identified During the Demands+Estimated
Master Plan' demands from recent
developer requests Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
Ultimate Build Out: Estimated
demands from recent developer
requests+max population at
NBTC(3.5 FAR)
Future Conditions+ Facility:Existing facility
Proposed Capacity network+Proposed Master Interim 1:Build out of NBTC
2.3 Improvements Plan Improvements planned developments 2045
Identified During the Demand:Master Plan 2045
Master Plan Projected Demands
Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
1. Planned Master plan improvements to be modeled will be limited to the improvements in City's current 5
year Capital Plan. City to provide this list.
2. Proposed Master Plan Improvements to be included in the model will incorporate all the capacity related
improvements identified in the Master Plan.
Improvements and recommendations from the existing potable water system modeling and analysis will be
assumed "active" for future planning horizons as well as previously proposed Citywide master planning
May 12,2023 Page 1473 of 1808 Page 7 of 10
Hazen
projects based on their recommended implementation schedules.
Task 3.2—Sewer Modeling
Following the review and assessment of existing conditions,Hazen will modify the existing conditions model
with updated flows to assess the interim and build-out configurations included in Table 4. Each scenario
will be modeled and evaluated and its results compared with the existing conditions model to evaluate the
proposed improvements within the system. Each analysis will include analysis of Pump Station 19 to ensure
improvements to the system can be conveyed downstream.
Table 4
Scenario Title Description North Shore D Flow Year
Ultimate Build-Out: Estimated
flows from recent developer
requests+max population at NBTC
Facility: Existing facility (3.5 FAR)
network.
2 4 Existing Flow:Master Plan 2025 Interim 1:Build out of NBTC 2025
Conditions dry and wet weather flow+ planned developments
Estimated demands from
recent developer requests
Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
Ultimate Build-Out: Estimated
flows from recent developer
Existing requests+max population at NBTC
Conditions+ Facility:Existing facility (3.5 FAR)
Planned network+Planned Master
Capacity Plan Improvements Interim 1:Build out of NBTC
2.5 Improvements Flow:Master Plan 2025 planned developments 2025
Identified dry and wet weather flow+
During the Estimated flows from
Master Plan' recent developer requests Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
Ultimate Build-Out: Estimated
flows from recent developer
Future requests+max population at NBTC
Conditions+ (3.5 FAR)
Proposed Facility: Existing facility
Capacity network+Proposed Master Interim 1:Build out of NBTC
2.6 Improvements Plan Improvements planned developments 2045
Identified Flow:Master Plan 2045
During the dry and wet weather flow
Master Plan2 Interim 2:Only prioritized NBTC
planned development(to be
determined by Jacobs/City)
1. Planned Master plan improvements to be modeled will be limited to the improvements in City's current
5 year Capital Plan. City to provide this list.
2. Proposed Master Plan Improvements to be included in the model will incorporate all the capacity
related improvements identified in the Master Plan.
Each configuration will be modeled and evaluated against local level of service criteria, and its results
compared with the existing conditions model to evaluate the improvements within the system. Each
scenario will include LOS analysis for depth to diameter ratios, surcharged pipes, backwater, SSO's, and
freeboard, maximum and minimum pressures, headloss gradient, and pipe criticality for the project area.
May 12, 2023 Page 1474 of 1808 Page 8 of 10
Hazen
Task 3: Deliverables
1. Summary of sewer system improvements with descriptions and before and after improvements
results.
2. Summary of water main improvements with descriptions and before and after improvements results.
3. Copy of InfoWorks and InfoWater models including all scenarios developed and modeled by Hazen
as part of this service order.
Task 4—Identification of Capital Improvement Needs
Hazen will complete Tasks 2 and 3 to identify water and sewer improvements that are required for each
scenario and within the North Shore D boundary areas. Hazen will provide a draft TM summarizing the
model development, analysis,scenarios, and water distribution and sewer system improvements.A virtual
workshop will be held to discuss the TM and obtain comments. Following receipt of comments,Hazen will
provide a final water distribution and sewer system TM.
Task 4: Deliverables
1. One(1)electronic copy of the Draft TM.
2. One(1)electronic copy signed and sealed of the Final TM.
3. Workshop minutes and presentation materials.
ASSUMPTIONS
This scope of services is based on the following assumptions:
1. Responses to various inquires shall be made based on the best available information provided to
HAZEN at the time of the review.
2. The latest water model used in the Water Master Plan (October 2019)will be used to assess the
impacts of the proposed scenarios.
3. The latest sewer model used in the Sewer Master Plan(October 2019)will be used to assess the
impacts of the proposed scenarios.
4. Hazen assumes that the models are considered calibrated and acceptable. Calibration would be
considered an additional service not covered under this scope of work.
5. Pertinent GIS data necessary to input the gravity sewer system in Basin 19 into the model is readily
available and Hazen is not responsible for collecting any survey data.
6. Only updated flows for the project area are included. No additional review for Citywide Master Plan
projects will be recommended based on any change in wastewater flows. Hazen will notify the client
of any insufficient Master plan project impacting the project area.
7. The CITY will provide operational data(such as but not limited to storage tank levels, pump on-off
times, pump speeds, etc.)in excel/csv format.
8. The CITY will provide information about any major changes in pipe network due to construction,
operational changes or corrections in GIS since the master plan development in 2019.
9. The CITY will provide available information and record drawings, as well as any other pertinent data
requested by HAZEN.
10. The CITY acknowledges that HAZEN's scope is based on information made available at the time of
this Task Order and data gathered during meetings.
11. 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.
May 12,2023 Page 1475 of 1808 Page 9 of 10
Hazen
12. HAZEN will follow the provisions of the City of Miami Beach Public Works Manual as relevant and
appropriate.
13. Cost estimates for any identified improvements are not included in this scope of work.
PERFORMANCE SCHEDULE
The Notice to Proceed(NTP)defines the official commencement of HAZEN's contract.The work associated
with this task order will be completed upon approval of modeling results and recommendations by the City
or within 6 months of receipt of NTP whichever is sooner.
METHOD OF COMPENSATION
HAZEN shall perform the services defined in this scope of services for a lump sum fee of$326,978.88 with
reimbursable expenses of$1,000 for a total of$327,978.88,refer to attached fee breakdown.Reimbursable
expenses up to $1,000 have been included for office and travel expenses and shall only be utilized for
actual travel related expenditures made by HAZEN's project team subject matter experts from outside the
tri-County area in the interest of the project and as pre-approved by the City Project Manager. Travel
reimbursement will be in accordance with the City's travel policy OD.20.01 "Travel on City Business."
Invoices will be submitted to the CITY monthly and will define the current percent complete for the project.
The breakdown of fees per task is detailed in Appendix A—Fee Estimate.
Authorization
.ya.
Jayson Page, PE
Vice President
May 12, 2023 Page 1476 of 1808 Page 10 of 10
Appendix A: Fee Estimate
A-I
Page 1477 of 1808
City of Miami Beach
NORTH SHORE D WATER AND SEWER MODELING
Fee Estimate
Task Task Vice Vice Senior Senior Sr.Principal Principal Total
No. Description President President Associate Associate Engineer Engineer Administrator Hours Cost
Jayson Page Guillermo TJ Wang Beth Waters Nandita Ahuja Hannah Peggy Jaime
Ragalado Borders
LABOR
1 Project Management •
Project Mana ement — — 40 • _ 80 120 $ 32,081.20
Subtotal Task 1 40 0 0 80 0 0 0 120 $ 32,081.20
2 Baseline Model Analysis _
2.1 Baseline Water Model Setup 16 120 40 _ 176 $ 33,057.20
2.2 _ Potable and Fire Flow Modeling 8 100 108 $ 20,623.40
2.3 Sewer Model Setup
__ Gravity Sewer Additions 4_ 30 100 134 $ 24,782.90
_ Force Main Updates —. 4 16 50 70 $ 13,238.04_
2.4 Sewer Modeling 16 80 160 256 $ 50,584.00
Subtotal Task 2 0 48 126 0 220 350 0 744 $ 142,285.54
3 __ Proposed System Modeling and Analysis
•
_ 3.1 Potable and Fire Flow Modeling _ 16 _ 40 160..._ 60 276 $ 53,659.60
3.2 —_Sewer Modeling_ 16 120 200 336 _$ 67,091.60
Subtotal Task 3 0 32 160 0 180 260 0 612 $ 120,751.20
4 Identification of Capital Improvement Needs
_ _ Identification of Capital Improvement Needs 2 24 60 80 16 182 $ 31,860.94
$
Subtotal Task 4 0 2 24 0 60 80 16 182 $ 31,860.94
REIMBURSABLES
Office and Travel Expenses __- — $ 1,000.00
•
Reimbursable Subtotal $ - 1,000.00
TOTALS 40 82 310 80 440 690 16 1,658 $ 327,978.88
Labor Rates Used $297.05 $297.05 $252.49 $252.49 $182.47 $160.20 $90.18
httpsi/hazenandsawyer.sharepolnt.comAeams/49000-021/Engineering/North Shore D Scope and Fee/49000 North Shore D LOE TJ HLMB EAW
Page 1 of 1
Page 1478 of 1808
Project No. 217001.11
Scope of Services
Strategic Communications and Public Outreach for Modeling and Planning of the Stormwater, Potable
Water, and Wastewater Systems in the North Shore Neighborhood
Task 1.1 — Project Kick-Off
Brizaga will attend the project kick-off meeting with the City which includes discussion of the proposed
Project Communication Plan. Brizaga will present a preliminary strategy and tactics based on its specific
local knowledge and previous work within the City of Miami Beach.An overview of the proposed outreach
schedule will also be presented. Ideas and feedback from the City and Jacobs will be collected and
incorporated as appropriate into the draft version of the Project Communication Plan, further detailed
under Task 2.1.
Deliverables:
• None
Task 2.1 — Development of Public Communications Plan
The Public Communications Plan will be a comprehensive strategy that outlines how Brizaga and Jacobs
will effectively communicate with project stakeholders to provide clarity and transparency and foster trust
and buy-in from stakeholders. The Public Communications Plan will focus on an organized approach to
tiered stakeholder engagement, inclusive of all phases of the project. This tiered approach considers
each stakeholder group separately and, how the communications efforts must be crafted to reach and
appeal to that specific audience. This strategy focuses on goals and objectives,with each group sharing
the same goals but with different objectives.
In coordination with the City, Brizaga will expand upon the list of primary and secondary stakeholders
already identified, including, at a minimum:
• Existing residents and businesses
• Homeowner associations
o Altos Del Mar
o Normandy SUD
o Biscayne Point
o Biscayne Beach
o Stillwater
• Business organizations
North Shore D Neighborhood Improvement Pejecl4-719ttasteteroject Name I Client Name Page 1
j Project No. 217001.11
o NoBe CRA Committee
o Normandy Fountain Business Association
o Miami Beach Life Magazine
• Developers for adjacent construction projects
• City department representatives for City planned projects
o GO#1: 72nd Street Civic Center/ Haskell
o GO#13: North Shore Park and Youth Center
o Capital Improvements projects
• Florida Department of Transportation (FDOT)
From this expanded stakeholder list, Brizaga will work with the City to establish a Project Steering
Committee, comprised generally of leaders within the key stakeholder groups identified as well as other
key City personnel.After the Steering Committee has been established, a meeting will be help to discuss
the project overview and identify goals and objectives of the various stakeholder groups.
Once objectives are recognized and adopted, Brizaga will work alongside Jacobs and the City to identify
the most appropriate tactics to reach the various stakeholder groups. These tactics may include tools,
methods, frequencies, channels, messaging strategies, and other elements to ensure consistent and
effective outreach. To maintain continuity and consistency in communications, Brizaga will work with the
City and Jacobs to establish project definitions,terms, and narratives to be utilized by all members of the
project team.
The Public Communications Plan will identify communications touch points and will be supplemented
with an outreach schedule to support the design activities and maximize community engagement. The
outreach schedule will specify when meetings would be held, and what would be the purpose and
intended audience of each meeting. The schedule will also include target dates for promotional and
educational outreach content including website and social media updates.This content will be developed
to align with the production of deliverables by the technical team. The Project Communications Plan will
also include guidelines for how each outreach activity shall be carried out, including timelines, approval
procedures, responsible parties,and desired outcomes.This approach will facilitate an active stakeholder
base and allow for timely adjustments by the design team or communications team.
Following a review of the draft plan by Jacobs and the City, Brizaga will hold a second Steering
Committee meeting to review the communications plan, discuss tactics, and make adjustments as
necessary for the successful advancement of the Project.
Upon receipt of recommended revisions and approval by the City and Jacobs, Brizaga will produce a
Final Public Communications Plan for implementation through the completion of the Schematic Design.
Deliverables:
• Expanded list of key stakeholders
• Steering Committee Kickoff Meeting
• Communications Plan
North Shore D Neighborhood Improvement patjecliFeektlittaeroject Name I Client Name Page 2
Project No. 217001.11'
Task 2.2 — Community Meetings
To engage the community from the outset of the Project, Brizaga will plan and produce two (2)
introductory meetings with residents and business organizations within the affected project area.
Meetings will generally be set up in a hybrid format. The option of attending the meetings in person or
remotely via an online platform will be given to stakeholders to ensure maximum participation and
engagement.
The intent of the community introduction, meetings is to provide stakeholders with an overview of the
proposed infrastructure project. The meetings serve as an opportunity to inform the community about the
purpose, scope, and potential impact of the project, as well as to gather feedback, concerns, and
questions from the stakeholders. The specific timing and content of the meetings will be discussed and
determined in coordination with the Project Steering Committee as part of Task 2.1.
To maximize meeting attendance, a mailing and social media campaign will be planned and executed.
The mailing will include a brief introduction to the project,the date,time, and location of the meeting, and
a request for RSVPs. A social media campaign will also be created to spread the word across various
platforms, with provisions for collecting community feedback further detailed under Task 2.6.
Brizaga will provide and set up audio-visual equipment including microphones, speakers, projectors, and
screens, to ensure effective broadcasting of the meeting. The meeting will be facilitated by the project
team, who will present the project and answer any questions from the stakeholders. The production of
these meetings will include provision of educational flyers, sign in sheets, presentations, and display
boards. The City will be responsible for translation and ADA services if needed.
The meetings aim to create awareness and generate interest in the project, to ensure that stakeholders
are informed and engaged throughout the development process. Additionally, the meeting serves as a
platform for the project team to establish a dialogue with the community and demonstrate their
commitment to transparency, collaboration, and responsiveness to stakeholder needs. This will foster a
positive relationship between the project team and the community, build trust and credibility, and ensure
that the project is aligned with the community's priorities and values. By involving stakeholders in the
development process, the project team can ultimately improve the quality and success of the project and
minimize potential conflicts or negative impacts.
Brizaga will collect and distribute meeting notes to Jacobs and the City for consideration throughout the
Schematic Design phase of the project.
Deliverables:
• Meeting Promotion Social Media post
• Meeting Promotion Direct Mailer
• Comment Cards
• Informational Flyer
• Four(4) informational posters (specific content TBD)
• Two(2) Community meetings(specific timing TBD)
• Meeting Minutes
North Shore D Neighborhood Improvement Ptilitc14ffhlfs03teroject Name I Client Name Page 3
Project No. 217001.11
Task 2.3 - Developer Introduction Meetings
The development teams working on the various private projects within the area are one of the
stakeholders critical to the success of this project. This plan includes the development and
implementation of a special outreach program with the goal of aligning and communicating with the
developers within the area with needs for improvements and subsequently achieve a continued
communication and coordination between the developers and the City.
Brizaga will work closely with Jacobs and the City to understand and coordinate different department
plans and projects from current developers. The intent is to understand and coordinate project timing of
new construction, harmonization, their infrastructure needs from the City, infrastructure included in the
proposed development project, and opportunities to leverage and optimize schedule in a manner that is
mutually beneficial. Individual profiles documenting the details of each proposed development will be
created for reference by the design team.
Specific City departments that will be consulted include, but are not limited to:
• Public Works
• Planning
• Environment and Sustainability
• Transportation and Mobility
• Parking
• Urban Forestry
• Capital Improvements
• Economic Development
• Communications
Separately, Brizaga will engage with the Florida Department of Transportation to discuss project
objectives and solicit feedback, specifically as it relates to proposed pump station locations and typical
roadway sections.
Brizaga will collect and distribute development profiles and meeting notes to Jacobs and the City for
consideration throughout the Schematic Design phase of the project.
Deliverables:
• Developer Profile Database
Task 2.4 - Brand Development
The North Beach Neighborhood Improvements Project should have a distinct project brand to create
awareness, generate interest, and establish a positive reputation for the project. A project brand is a
unique identity that distinguishes the project from others and communicates its purpose, values, and
benefits to stakeholders.
North Shore D Neighborhood Improvement c14st$tieroject Name I Client Name Page 4
Project No. 217001.11
A unique brand will make the project more visible and recognizable to the public, increasing awareness
and generating interest in the project. It will differentiate the project from other infrastructure projects,
creating a unique identity that sets it apart. It will help establish a positive reputation for the project,
demonstrating its credibility, reliability, and commitment to stakeholder needs. It will ensure consistency
in the project's messaging and communication, ensuring that stakeholders receive clear, accurate, and
consistent information about the project.
Brizaga will develop initial brand concepts for the project as a part of the City's primary Rising Above
brand, which will be shared with and selected by the City in partnership with the project Steering
Committee. Brizaga will develop a final branding kit based on feedback received, and the brand will be
utilized on all project materials following the formal adoption of the project brand. Community participation
in the development and selection of a project brand will engage stakeholders and create a sense of
ownership and community around the project, further encouraging participation and feedback from the
community.
Deliverables:
• Brand Kit
Task 2.5 —Visioning Workshop
Brizaga will participate in a half-day visioning workshop with Jacobs and the City. The purpose of the
visioning workshop is to confirm the City's objectives and success factors for the project. This workshop
will include the City's key personnel and key stakeholders. Brizaga will prepare a sign-in sheet, collect
meeting notes, and prepare meeting minutes documenting the project objectives and verifying which City
standards apply to this project. Critical success factors and other pertinent issues discussed during the
workshop will be recorded. Brizaga will distribute the draft meeting minutes to all meeting attendees.
Attendees'comments will be incorporated into the meeting summary and a final summary will be issued.
Deliverables:
• Meeting Minutes
Task 2.6 — Project Updates and Stakeholder Coordination
For continued transparency and ease of information access, Brizaga will establish a project hotline that
will provide callers with a project status. The project status message will indicate the date recorded and
will be updated regularly with new information as the project progresses.At a minimum,the project hotline
will be updated on a biweekly basis. If no new information is available,the recording date will be updated.
Proposed language will be provided to the City for approval prior to any hotline update. Callers will also
be provided with an opportunity to leave a message, which will be routed appropriately for response
either by Brizaga, Jacobs, or the City.
The fees for this task are based on an estimate of 3 months. The continuation of this Task is expected to
part of the next Work Order.
Deliverables:
13 North Shore D Neighborhood Improvement Paitc14Eethsfsfaeroject Name I Client Name Page 5
Project No. 217001.11
• Project Hotline and biweekly updates
• Database detailing communications with residents
• Monthly social media updates
Task 2.7 — Pump Station Meetings
It is expected that pump station location alternatives will be initially identified by engineering constraints,
but will be driven in large part by community input.
Brizaga will attend up to three (3) virtual status meetings with Jacobs and the City to document the
evolution of the pump station conceptual design. This information will be critical to share with the project
stakeholders once alternative locations are identified to help stakeholders understand the challenges
faced as part of the design and decision-making processes. Brizaga will virtually attend up to two (2)
meetings with the Commissioners to record notes, quotes,questions,and other pertinent information that
may provide value as part of the discussion with the community.
Brizaga will plan and produce two (2) public meetings with stakeholders for the purpose of presenting
pump station location and layout alternatives, as well as to present the locations of the water quality
monitoring wells. These meetings will be set up in a hybrid format. The option of attending the meetings
in person or remotely via an online platform will be given to stakeholders to ensure maximum participation
and engagement.
Brizaga will provide and set up audio-visual equipment including microphones, speakers, projectors, and
screens, to ensure effective broadcasting of the meeting. The meeting will be facilitated by the project
team, who will present the project and answer any questions from the stakeholders. The production of
these meetings will include provision of educational flyers, sign in sheets, presentations, and display
boards. The City will be responsible for translation and ADA services if needed.
Brizaga will collect and distribute meeting notes to Jacobs and the City to document the meetings.A final
outreach report detailing the communication efforts and results will be prepared for the project.
Deliverables:
• Meeting Promotion Social Media post
• Meeting Promotion Direct Mailer
• Comment Cards
• Informational Flyer
• Four(4) informational posters (specific content TBD)
• Two (2) Community meetings (specific timing TBD)
• Meeting Minutes
• Final Outreach Report
E: North Shore D Neighborhood Improvement Il c14h3fstoteroject Name I Client Name Page 6
Project No. 217001.11
Task 5.1 — Conceptual Design Executive Summary
Brizaga will support Jacobs in the development of the Conceptual Design Report (CDR) for the project
by reviewing it for consistency with the Project Communications Plan. The CDR is a communications
document that that will be utilized to obtain project approval from the City Commission prior to starting
the next phase of the project, and it is critical that the terminology and messaging remain consistent
through the completion of construction.
Additionally, Brizaga will prepare a graphically designed executive summary of the CDR that will serve
as a public-facing project profile to communicate to stakeholders the details of the project concept. This
abridged CDR will generally be limited to:
• Design Criteria
• Pump Stations
o Locations and Layouts
o Landscape Architecture and Screening
• Water Quality Monitoring Wells
o Locations and Layouts
o Landscape Architecture and Screening
• Construction Sequencing Evaluation
• Engineer Opinion of Probable Cost
Deliverables:
• Conceptual Design Executive Summary
9North Shore D Neighborhood Improvement p cy4g3ht�(staBroject Name I Client Name Page 7
Project No. 217001.11
Summary of Fees
HOURS 8 RATES
of To
IEi1I
ii !
a.
Description Type $292.54 $205.81 $173.99 $151.77 $142.96 $114.58 $73.20 Fees Expenses
Task 1.1—Project Kick-Off Lump Sum 0 2 2 0 0 2 2 $ 1,135.16 $ -
Task 2.1—Development of Public Communications Plan Lump Sum 0 30 0 0 0 97 104 $ 24,901.36 $ -
Task 2.2—Community Introduction Meetings Lump Sum 0 27 2 0 0 40 86 $ 16,783.25 $ 8,200.00
Task 2.3—Developer Introduction Meetings Lump Sum 0 27 0 0 0 32 38 $ 12,005.03 $ -
Task 2.4—Brand Development Lump Sum 0 14 0 0 0 48 12 $ 9,259.58 $ -
Task 2.5—Visioning Workshop Lump Sum 0 4 4 0 0 5 12 $ 2,970.50 $ -
Task 2.6—Project Updates and Stakeholder Coordination Lump Sum 0 6 0 0 0 6 51 $ 5,655.54 $ 600.00
Task 2.7—Pump Station Meetings Lump Sum 0 _ 32 2 0 0 49 104 $ 20,161.12 $ 7,200.00
Task 5.1—Conceptual Design Executive Summary Lump Sum 0 12 16 0 0 48 68 $ 15,731.00 $ -
TOTAL 0 154 28 0 0 327 477 $ 108 802.54 $ 16 000.00
GRAND TOTAL $ 124,602.54
North Shore D Neighborhood Improvement P1483hOste06roject Name I Client Name Page 8
LONGITUDESURVEYORS
Friday,May 12,2023
Mr.Juan F.Aceituno,P.E.
Senior Project Manager
juan.aceituno u,jacobs.com
Jacobs
3150 Southwest 38 Avenue,Suite boo
Miami,FL 33146
305.905.3492
RE:Surveying,Mapping,and Subsurface Utility Engineering(SUE)services for North Beach Neighborhood located
in Miami Beach,FL.
Dear Mr.Aceituno,
Pursuant to your request regarding a fee estimate for Surveying,Mapping,and Subsurface Utility
Engineering (SUE) services for the above-referenced project, LONGITUDE SURVEYORS, LLC (LS) is pleased to
submit the following proposal for your consideration.
A. SCOPE OF WORK A—TOPOGRAPHIC/TREE SURVEY
> Longitude will show rights-of-way computing field evidence,plats,deeds,and other documentation relative to
the project.All lot lines and ownership lines,inclusive of locations,bearings,and dimensions,within the survey
limits will be shown graphically.
> IS will show any easements,covenants,restrictions,etc.that can be found on plats,deeds,and other public
records relative to the project.However,without a Title Commitment or Title Search there is no guarantee that
all easements,covenants,restrictions,etc.will be shown on the survey. .
➢ Longitude will establish horizontal and vertical control within the limits of the survey.
➢ The survey will be geo-referenced to the Florida State Plane Coordinate System based on the North American
Datum of 1983/2oii(NAD83/11).
> All elevations will be referenced to the North American Vertical Datum of 1988(NAVD88).
➢ LS will collect all significant aboveground improvements including but not limited to;pavement,sidewalks,
curb and gutters,driveways,parking spaces,medians and median islands,building facades,doorways,
guardrails,trash receptacles,benches and chairs,bus stops,hedges and general limits of shrubbery,trees and
palms,ramps,stairwells,planters,guy wires,guy anchors,valves,valve boxes,electrical boxes,signs,fences,
walls,bike racks,parking meters,fire hydrants,fire connectors,post boxes,newspaper stations,bollards,poles,
overhead lines,and any other significant above-ground improvements and utilities within the survey limits.
> Elevations will be collected equivalent to a twenty-five(25)foot grid throughout the survey limits and will
include,at a minimum,the crown of road,edge of pavement,top of curb and driveway elevations at right-of-
way lines. Additional elevations will be collected sufficient to identify all grade changes and features of interest
within the survey limits.
> Longitude will collect Finish Floor Elevations(FFE)for all structures/buildings that have doorways or building
entrances along the right-of-way within the survey limits.
> IS will locate all trees and palms having a three(3)inch diameter or greater at breast height(DBH)or being six
(12)feet in height or greater to include the following for each:scientific name,common name,diameter at
breast height(DBH),height of tree,and canopy.A Tree Table will be provided.
➢ Longitude will collect existing drainage and sanitary structures and will show rim elevation,structure bottom
elevation,pipe size,pipe material,pipe direction,direction of water flow,and inverts.
> A Digital Terrain Model(DTM)will be created and provided.
A. SCOPE OF WORK B(OPTIONAL)—SUBSURFACE UTILITY ENGINEERING(SUE) QUALITY LEVEL"B"
DESIGNATING:
> LS will perform Quality Level"B"SUE Designation services according to the American Society of Civil
Engineers'(ASCE)standards within the survey limits,as per the attached exhibit provided by the Client,to
determine if there are any underground utility conflicts.
➢ Longitude will use surface detection equipment such as Electromagnetic Locator and Ground Penetrating Radar
(GPR).
LONGITUDE SURVEYORS 7700 North Kendall Drive•Suite 705•Miami,FL 33153• Ph:305.463.0912
Page 1487 of 1808
LONGITUDESURVEYORS
o Please note factors such as soil composition,moisture,and the type and depth of utility controls the
effectiveness of the GPR.Saturated soils severely limit the effectiveness of the GPR signal.In addition,
confined or obstructed areas that restrict the scanning pattern can impede the data collected and reduce
the accuracy of the desired results.Designated utility lines will be collected and shown on our
deliverable.Any designated utility lines provided will be within two(2)feet horizontally of either side of
the depicted line.
IS will collect any utility lines found.Longitude will prepare a Civil 3D CAD file with the collected utilities geo-
referenced to the Florida State-Plane Coordinate System.
B. SURVEY LIMITS:
North Beach Neighborhood located in Miami Beach,FL,extending twenty-five(25)feet beyond the public right-
of-way wherever possible,as per the attached exhibit provided by the Client.
C. DELIVERABLES:
Designated utilities will be delineated on the ground using spray paint and a color-coordinated system.LS will
add its findings and provide a digitally signed and sealed PDF and a CAD of the resulting survey.Signed and
sealed hardcopies can be provided upon request.
D. TIME&COST:
The total professional fee to complete the Scope of Work A described herein shall be a lump sum of
$203,215.00.
The total professional fee to complete the Scope of Work B described herein shall be a cost of time and
materials based on a not to exceed amount of S14e,35o.00.
Scope of Work A: Longitude has estimated seventy-five(75)business days from the date of Notice to
Proceed(NTP)to complete.
Scope of Work B:LS has estimated forty-five(4s)business days from the date of Notice to Proceed(NTP)to
complete.
Notice to Proceed(NTP)is considered effective twenty-four(24)hours after this proposal agreement has been
executed and returned to the undersigned.
I agree that by signing below"I APPROVE AND ACCEPT"this proposal as a legal binding contract.
By: Date:
(Authorized Signature)
Title:
(Typed or printed name)
On behalf of the firm,I thank you for the opportunity to present this proposal.We look forward to utilizing our best
professional efforts on your behalf on this very important project.
Respectfully Yours,
•
Eduardo M.Suarez,PSM/President
LONGITUDE SURVEYORS 7700 North Kendal Drive•Suite 705•Miami. FL 33153• Ph:305.463.0912
Page 1488 of 1808
LONGITUDESURVEYORS
TERMS AND CONDITIONS
1. Time of Delivery:"IS"intends to deliver requested surveys within the approximate calendar days specified
on the Letter of Proposal from receipt of written Authorization to Proceed from"Client":The delivery date may
change if"Client"does not deliver all requisite documents within the specified time,such as title documents
(including but not limited to the title commitment and all necessary supportive documents)."LS"requires a
minimum of 5 business days to deliver the first draft of survey after receipt of title and supporting
documentation.It is understood that delays may be encountered for weather(or acts of God),property line
conflicts,excessive items in title commitments,delays in receiving title commitments and review of comments
from title examiner/attorneys.If"IS"experiences any delay in complying with this deadline,"LS"will advise
"Client"in a timely manner.
a) Delivery/Receipt of Title Commitments:Two(2)hard copies of the current title commitment or one
copy by email(including copies of all supportive documents,vesting deeds and ad joiner deeds)upon which
to base the surveys will be delivered to"LS"within one(1)week after authorization to proceed.In the event
title reports are delayed,then the time of delivery noted in each Letter of proposal shall be extended one day
for every day the title report is late."IS"will require a minimum of 5 business days to deliver the first draft
of survey after receipt of title and supporting documents.
b) Survey Delivery Procedure:Up to six(6)first draft prints of survey will be delivered or forwarded via
email to"Client"or as directed by"Client"to other parties in the transaction.If requested by"Client"and if
possible,the first draft of survey will be delivered or emailed whether or not title commitments are
available.If the title commitment is not available,that fact will be noted on the survey draft.Prints of survey
of a second draft incorporating all of"IS's"review comments will be delivered to"Client",or as directed by
"Client"to other parties in the transaction.Up to six(6)prints of the FINAL survey bearing the Surveyor's
original seal and signature will be delivered to"Client",or as directed by"Client"to other parties in the
transaction.Any versions or copies of the survey beyond those referenced above will be delivered in
electronic format(.PDF or.TIF)."LS"WILL NOT provide AUTOCAD drawing files for surveys.
2. Client Comments:"Client"will collect and consolidate survey review comments from all parties with an
interest in the survey and will submit one round of comments per survey site to"IS"within thirty(3o)days
after their receipt of the first draft of survey.The comments will be delivered to"LS"in a Word document,PDF,
or Excel Spreadsheet."IS"will then coordinate all necessary edits,revisions,redrafts,etc.under the original
scope of work and redistribute the final survey.If comments are submitted to"LS"after thirty(3o)days,
additional charges maybe charged at the discretion of"LS".
3. Survey Fees:"LS's"fees for providing each survey are to be itemized on the Letter of Proposal.The applicable
fees are Lump Sum or Not-to-exceed amounts based upon the survey requirements,terms and conditions stated
herein.The stated fees do not include sales tax,overnight delivery charges(five maximum per site),
reproduction costs,telephone calls,and labor and materials incidental to the performance,preparation,and
delivery of the surveys.All telephone,U.S.Mail,and overnight delivery charges to"Client"and others involved
in this transaction shall be included in the survey fees for the performance of the survey work per the
specification stated herein.Unless otherwise and mutually agreed to prior to acceptance by client of this
proposal,LS's fees quoted herein are valid for no more than 3o days from the date noted above.A credit card
deposit may be assessed for services less than two thousand dollars($2,000.00).
4. Additional Services and Fees:The following items will be subject to additional fees:
a) Revisions to surveys due to revised and/or proforma title commitments or to new title commitments issued
by another title insurer.
b) Additional lands beyond the scope outlined in the original proposal.
c) Inclusion of appurtenant easements into a revised Schedule A of the title commitment.
d) Changes to the form of Surveyor's Certification subsequent to delivery of the first draft.
LONGITUDE SURVEYORS 7700 North Kendall Drive•Suite 705•Miami, FL 33153• Ph:305.463.0912
Page 1489 of 1808
LONGITUDESURVEYORS
e) It is understood that others,including the title company,their agents and/or branch offices,will be involved
in this transaction.Any additional services requested by these others will be paid for by"Client"but only if
such additional services were first approved by"Client".Such additional services may include,but are not
limited to,revisions to Surveyor's certifications;reporting facts for determining compliance to zoning codes;
adding and deleting areas from the scope of surveys;communicating with other parties involved in this
transaction;or supplying additional copies of surveys.
5. Payment of Fees:The fee for each survey will become due and payable upon"Client's"receipt of the partial or
complete survey and"LS's"invoice.Payment will be made within thirty(3o)days of date of invoice or within
five(5)days of closing. Pay-when-Paid clauses are not applicable,unless otherwise agreed to by"IS"prior to
approval of this proposal.If payment is not received within said time period,then there will be an additional
charge of 1.5%per month."Client"and"LS"understand the payment for said fee is not subject to any pending
real estate transaction and"LS"will be paid regardless if any pending real estate transaction closes or not.The
payment for each survey shall not be contingent upon the receipt of any other survey involved in this project.It
is further understood that"Client"is to satisfy"IS"invoice and shall pay"IS"directly and not the independent
surveyor.
b. At times,it is possible that a work item for a site will be submitted to"Client"and completed to the extent
possible based upon the information provided to"LS"by"Client".If the information provided by"Client"is
incomplete,the survey may not be completed pursuant to the requirements for the services provided in this
agreement due to missing documents or other information.If"Client"has not provided the missing
document(s)and/or information to"LS"within 3o days after receiving the work item(s),the work item will be
considered final and complete,and"IS"shall be paid in full at this time(unless otherwise agreed to in writing
between the parties).
7. Limits of Survey:The limits of the property(ies)to be surveyed are as outlined in the information provided by
"Client"with their request for proposal and as outlined in"LS's"proposal.In the event the lands included in the
Schedule"A"upon receipt of the current title commitment are in conflict with the limits of said outlined
property(ies)"IS"will revise their fee accordingly and seek approval from"Client"for the revised fee.If the
Schedule"A"of the title commitment contains off-site appurtenant easements,then the Surveyor shall show the
limits of said easements on the survey for information use only,and the limits and improvements contained
therein shall not be subject to the survey requirements contained herein.
8. Liability/Insurance:It is understood that"LS"is employed to acquire surveys on behalf of"Client"and the
actual performance of said surveys may,at"LS's"discretion,be provided via internal licensed surveyors,or use
of independent surveyors licensed to practice in each corresponding state.In such instances where"LS"will act
as survey coordinator on behalf of"Client","LS"will coordinate surveys from licensed surveyors performing in
accordance with state minimum standards and the."LS's"liability will be limited to managing the procurement
of independent surveyors,monitoring all survey progress,communicating surveying needs to the surveyors,
reviewing surveys for compliance with requirements,and delivery of final surveys to parties involved in the
transaction."IS"shall not be liable nor held responsible for data or information shown or not shown by the
independent surveyors on said surveys.However,this does not limit the liability of the independent surveyor.It
is also understood that"IS"will obtain evidence or certificates of insurance from each independent Surveyor
prior to the commencement of any surveying work which state the independent Surveyor and his employees are ,
covered by workmen's compensation insurance and general liability insurance(and the amounts thereof).
Evidence or certificate of insurance for professional liability insurance is not a requirement for"IS"or each
independent Surveyor.
9. Parties:It is understood that only the parties named within the Surveyor's Certification are entitled to rely on
the survey and the certificate.The liability of the independent surveyor and that of"LS'is only extended to those
parties.
io. Right to Cancel:It is understood"Client"reserves the right to cancel some or all survey orders at any time
upon the following terms and conditions:
a) "Client"will notify"IS"in writing of cancellation by email,certified mail,overnight package,or messenger
delivery,which notice will be effective on the date on which it is received by"IS"(the"Cancellation Date");
LONGITUDE SURVEYORS 7700 North Kendall Drive•Suite 705•Miami, FL 33153• Ph:305.463.0912
Page 1490 of 1808 ,
LONGITUDESURVEYORS
b) In the event of cancellation,"IS"will be compensated on the basis of:
i. reasonable charges for work performed to the date which is ONE(1)business day after the Cancellation
Date;and
ii. reasonable costs and expenses for incidentals to the date which is one(i)business day after the
Cancellation Date.
ii. Right to Lean:"IS"shall,at its sole discretion and when legally applicable,reserves the right to lean a
property,in the event that payment to"IS"remains uncollected past 90 days.
12. Confidentiality:The information contained in this agreement and related to this project is confidential,may
be attorney-client privileged,may constitute inside information,and is intended only for the use of the parties
to this agreement.Unauthorized use,disclosure or copying is strictly prohibited and may be unlawful.
Acceptance:"Client"agrees with all the terms and conditions herein by their acceptance of"IS"
proposal to coordinate surveys and by acknowledging Section 2 of the Survey requirements for
the specific project which references these terms and conditions and the date hereof.
•
LONGITUDE SURVEYORS 7700 North Kendall Drive•Suite 705-Miami, FL 33153• Ph:305.463.0912
1 Page 1491 of 1808
Client Information: Jacobs/City of Miami Beach
Estimate Prepared By: Eduardo M.Suarez
Project Area: Topographic Survey
• Project Length: Approximately 14,159 Linear Feet
Job Description Position Rate/Hour Hours Total Cost
Overall Management Principal-in Charge $175.00 30 $5,250.00
Prepare Job Survey and Mapping Computer Technician $90.00 30 $2,700.00
Horizontal&Vertical Control Survey Crew(Party of Three) Conventional $150.00 240 $36,000.00
Horizontal &Vertical Control Process Survey and Mapping Computer Technician $90.00 40 $3,600.00
Horizontal &Vertical Control Compute Project Surveyor $120.00 124 $14,880.00
Topographic Survey Survey Crew(Party of Three) Conventional $150.00 512 $76,800.00
Topographic Survey Process Survey and Mapping Computer Technician $90.00 51 $4,585.00
Topographic Survey Drafting Survey and Mapping Computer Technician $90.00 512 $46,080.00
DTM Survey and Mapping Computer Technician $90.00 64 $5,760.00
QA/QC Project Surveyor $120.00 36 $4,320.00
QA/QC Edits/Drafting Survey and Mapping Computer Technician $90.00 36 $3,240.00
Total $203,215.00
Page 1492 of 1808
Client Information: Jacobs/City of Miami Beach
Estimate Prepared By: Eduardo M. Suarez
Project Area: Sub-surface Utility Engineering(SUE)
Project Length: Approximately 14,159 Linear Feet
Job Description Position Rate/Hour Hours Total Cost
Overall Management Principal-in Charge $175.00 10 $1,750.00
Prepare Job Survey and Mapping Computer Technician $90.00' 10 $900.00
SUE Designation Ground Penetrating Radar(Party of Three) $300.00 456 $136,800.00
SUE Designation Process Survey and Mapping Computer Technician $90.00 82 $7,380.00
QA/QC Project Surveyor $120.00 12 $1,440.00
QA/QC Edits/Drafting Survey and Mapping Computer Technician $90.00 12 $1,080.00
Total $149,350.00
Page 1493 of 1808
.7 lig Ir- ig. • . .--e.4 ' ,
,: • . ,- ,,'.: 4,.0.7. _,.,........ .4iirk, . ...,.,07,07-,., i . , . 1.4.0i ..
cli ••-.„•••,*..,1 , ••
. ..•.. NAN'.CEwt.",•4 1 1-A p-
e,'l,....,3.;„N,:nr:'.,..e.:,.-..:J.:....'...,'..;,4.0....-..-.•i,- 'i'4.-k 4I...''',;4,VI••-i1,s''m......,-,,.." inlr4
i.t.al:417 i k:.•-.N-1,,..1;:.:,:w?0•1J 1r 1i1'.g1'1 1•11 1 0...•',-,A1V,1,.1t,1.i„,,••0.I.4,)',.••. w6,"o"o.; , 1,::,.,1.,3„...2 4./5......Ti•tr-*-,_5,.1.E:-M•:.A..,:. :.4„.
;,.4•_.%. ...''''"--i' „ ......,.,%,.• . .....4'.,t,..46..,.".-,.:.'.."t;:•:•t•,::.•i:::;.'':•,:.4,•.•:.•..•...:.f.e;•..+..:......:.:...-...„:::•;,iii:-..,.l....1.......i,..:,..-,„i..,.:..4.....'
4 1 :. : . ! . .,:,,.-','1;.s-,4`,i'1•:3/,L'..T;".'.,..'..'..:...v1,,i,4:.•4,.!,,..,.
';.:.;*'..-.,,",••...,
i,., 1 we. ...•— spot, ,, atc%•:. , --
.0...-i. Non,•.. ,-._. .I.. ...4 111P6t,
OP! a ;I. • 4•Z,....:.,.:Y.4 t....t.T. .$,)1 I.hp..
""F ...I :-.. ' • A 144ck4-3.,.-,,---,'.i.'''':.:'...r-
• . - -•., int. -.1 . ''i,--'•-•-'0'''','.... '... ,',....,:, '4-..l'Tk 't
•:,-,
4P4,rc'"''44;:' 4 4 . ,
.,..4-•:-,Y•.....-P?---...... -.. te-..
•,a,..
;..v.v...T. ;i " c . •• . , . -.1„..... •. ....X,_::•..: - T xi'''''tr ..:,:r.74:: .-47.,..',., -..'....-:-..x.•
. •*;:*.i.- -11, •;Nee ..F
et ... - - 4,°• , itt 11,44-fiC'''''''''•*4..-,• • - - •''' , .4.- . i "' ii., I:It•:4.. - •-• . Z;,-;,;•
-•
_ .. . 'MEd M;"C - .!...... .A.,;..h.;•.,k!.".
". ."". .7- i II •.. ri
8 ,m, •
JANIVE " u.2--••••=r'Mill -.
oint A-I IP'14$ :-.-1'-7--, gr.:mow.„ two 0. . ,' ....1•,.• 1
..„,_ .
.r. .. ....v '• . •. •.- .
"...,..' 4,,'‘-r; ' NINO c.--.op • • • ion..i.k...,.,, • ,•••,• ! .,-• - - ,K.. ..,...i .,.
-."\• 4\ -
, . .'0'4 - l'-'e• . • . 4.- .4, .r'•
•',.. Iv , sr ...4 ,1=1"P , -.0... 3
`('' . -• • -• ,••;• ••••,•.,, .....z• ....`..':,, ..„,',.„,:'.:
-•• •...-.,•• .:.:. .1,,,,.,,$
-
..,W ' .11,...1W- •11,10 '%. s•li t'• .. . ' , ', 4'..,4•?1:. ....•....:t.•••••••
••4F•••• .... :-..,,...
..,44.•N, . ' • • '..,
'. 4/0. , ...', \ - . •;":" •- ,vilialaibil6'
•."• . ‘. ft• .1-c. •
•--• • ; .!.....,
.1 ,a1(r-.. '8, Iiiv
' *
i>. v-, • , Ls r St ,,.
11, tf. ..• 410114
k .
. ....,. . r
......, : -. to., • ;...,.'
\ . . •,.„L,H, • I:
•
.1P770 • 1.4:1,11A •.., • 1,11t. •' \ ttT i
ti.-
... . . i
' • ..I I
.4 • . , ;r1 1
... .r.
• a -••••••11M,• "•.• •i
,,,,-40: ...4, • .k., 4 •.:.+ ‘16 Ti 21 --''.... • 1 ' •14.. i ,3
i f 0711... s.- -'‘ , • , a . 4..:: ; .: :.,,,, •
114 .,,, .4.. •• ...._ .t.44e.. w a •-,•
._ . sasimar,.,,
Ak 41L t i . , . _... .-•• ......... _
. .....„.. ..„ .•, ,..„,
, . . .. ......,,,,
. 1 . 434 A'i• • ..; ' ''''".t4:': ii t, LII ill ••. •.' .7.'.''41.1:•:'
en...11 . "-' - in
. . ?. .. " , r;6007,447. 7`.' .'' ,•,•••--e 1 ....4 • • - 3 Ivo ..> . ,!- •
, i -... 4 7.
- -.. , S1 ' • A • _---,-. i 1 I • '•• ‘ _
:..'i • 1 714,'+'
. .,,h;),t,--,:bitI-4 12,"..t'4.. •-•,,• . ..„0/
- Poi- .4• kr'104r 4 .•'-'1,......' .'.••'-•••-'''''....";:...,f1.......-. •
-:.,••-- - - ,,,•,,,,*4 . a. •• .,,cr4,
i
1 4 — . ...r.e .Pi' •\
.'vir'l •'ni....: .svapHit . . t1: ..i..1. 7.,.. ::, ,..:... . .... : ,k„.„3..71 Iltt..., 1 rw t ..':l ilir.A1...5.le<4
. ,. • ' ' ...,: Aq, •
ICsnlitiAlh t
t ,., : ‘e .-.; . -.. -j ,..::::.
.,.. '
I.4,;,.r,..,k.,- .!--.---,,...,:4,...., ...,:,... - . • 04. 1,41.1,1, •Pr'4%.''.' ' I Ii* ... ' ' 1 . ..- '' . •
...-- r . .. ii'.'6.,.,, ,it r" ',.. oteS. •71'7-a"--'•)7.. '...''
I, ,,„4 .:„....1. . . ......i - .,......4„ 14.,,,..r•-.A.4.. ,-.. • ..Z..i • 111111411 !.•;.•,41;)•;,. '••7..i,I.: •
i!!. ', ...-
.
•.- •VIIIV 0 :
gm.s.. int_ .. , • ,.--1.. um gh,r, i----ett..-4!..4..••• r' ..1...
I. - . I 17::-:.):30:1-16,--'•.R ' ,s .,,,,N, -, „ .:• •;-....ask , ,10 -I,'•;,: ..,......C. S''' •.:. '41k, .'•'.,'-,L i',"
• oil Mill C l' 4...-7. .......Z 140.rn .4..'L'll' iill •X. rz-N,-,:,,, ",:4'i',..' , •'',,,...^. Or., 1 -.. * ..' •' •'1..' 0111111i..' "SIITI ,
•.,..,...:(:" ,110,..f..›, ,-4 ' 10'..' i., ',7' : , tit , 1,, ail ! - IC
Ani ,
-. .. ...t..,3 14.7r- . . . _.44)
' 1,
...,,, ..; " •
11. • t 4 ' • ...:!..);a4i.,.....r:.i'.:,:::' .•
--- ,..-e.,..e:. • _„,irre,
tt
2 .-r., •
...-:-42.....,.. ..-..,,
..,_-
....... ....., .
.• 11 •-, ., • •. .• i, -.;,
' t '' -, ''-' 01..."---' llualar• -.• . .•;.. . ..r- . • rer : !-4:4,...:. '• .'• .
, e —
,. i . ..., . • - .. „ ._ • ...m.y.,.:. I....-.........0 '.
.1.2... ''' ,)111rde, skik Ji
''' • ' 7', . ..r. N, _. . . .
0-,- —
3 - • ',• - .1 — •'.? 9,' -,••• , - 114 iti-. .j_. J.. i
'111111\:611_,,,.'61.• no.„.1 ; v.-:,---A ;:. ; ...:
4,-..„.
, ,c- • i a 11;
.11111 • tzek„. . -... .- •A. • .i:
,0100 4'1 ' *I1‘311PABII•i ' 1.- AA"- - ,s ' .•*''.1-1... 1 2, z - . •' . -,..,:. ;.-..w....-. ••-•• ,'
v - . ••• Imam/ .:_,A111111 INEZ aid111;11
Pan ars US•Pals limes Ilmosmit•OOP Comem.Cam.Ow.Oar amok 111111111•INS 47I MIS-willommemeadl gm•own p 1 494 0 180: .--.,...w.11.71/Gel,P,wir.LI c.......wart/6.1,1ores.P.futtionToo.{mow J•••••i
- -
.."" ""'' •,...." Cif S '
.
1 .... - North Beech Neighborhood Project Within
I 4 ........... I.A.m..••••
\...N.= .....i••••••I #
csb' The Limits Of North Shore D&Town Center Town Center 1 . ,..Upcoming Development
=I North Shore 0 to...-a-.4.
City Owned FDOT ROW
Miami Beach ROW •
. 1.:•S ' '- •
• .•.•i
• '
u teirtek Professional Service Industries,Inc.
7950 N.W.64th Street
Miami Beach,FL 33166
Office:(305)593-1915
April 4,2023
Jacobs Engineering
643 SW 4th Avenue,Suite 400
Gainesville, Florida 32601
Attn: Mr.Juan F.Aceituno,P.E.—Senior Project Manager
(305)905-3492
juan.aceituno@jacobs.com
Re: Proposal for Geotechnical Engineering Services
North Shore D Neighborhood Improvement Project-Pump Stations PS 3 and PS 4
73`d St and Dickens Ave(PS 3)
69th St and Indian Creek Dr(PS 4)
City of Miami Beach,Florida
PSI Proposal No.0397-100322
Dear Mr.Aceituno:
Professional Service Industries,Inc.(PSI),an lntertek company,is pleased to submit a proposal to conduct a
geotechnical exploration and corresponding Data Report for the above reference project located in Miami
Beach, Florida. PSI thanks you for the opportunity to propose provide Geotechnical Engineering Services to
Jacobs Engineering and looks forward to being part of the design team.A review of project information,along
with a proposed scope of services,schedule and fee are provided below.
Aerial photos of the general location of the site and project area, marked in yellow,are shown below from
Google Earth(2022)in Figure 1,Figure 2 and Figure 3,respectively:
- =f
. 1;
1®
m, l; •
FIGURE-1:SITE VICINITY,MIAMI BEACH,FL
Page 1495 of 1808
North Shore D Neighborhood Improvement Project PS 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 2 of 11
• If l ..
• •
:. fi,_
FIGURE-2:PS-3 PROJECT AREA FIGURE-3:PS-4 PROJECT AREA
PROJECT UNDERSTANDING
Based on PSI's review of North Shore D Neighborhood Improvement Project Task 3 Pre-Design Phase —
Infrastructure Modeling and Needs Assessment document,a summary of our understanding of the proposed
project is provided below in the following Project Description table.
TABLE 1:PROJECT DESCRIPTION AND PROPOSAL BASIS
Project Items Construction of two new stormwater pump stations for
PS-3 and one new stormwater pump station for PS-4.
Existing Grade Change within Project Site ±Two feet estimate(Google Earth Pro)
The following table provides a generalized description of the existing site conditions based on available
information.
, TABLE 2:SITE DESCRIPTION
Site Location PS 3:The site is located within the southwest quadrant of the intersection
of 73rd St and Dickens Ave in Miami Beach, FL (Latitude: 25.857889°;
Longitude:-80.125411°).
PS 4:The site is located within the southwest quadrant of the intersection
of 69th St and Indian Creek Dr in Miami Beach, FL (Latitude: 25.853581°;
Longitude:-80.124064°).
Site History Based on our review of Google Earth Pro Aerial Photographs from 1995
through 2022, the site appears to Have been occupied by the existing
structures.
Existing Site Ground Cover Pavement and grass.
Site PS 3:
Boundaries/Neighboring North boundary:73'Street.
Development East boundary:Dickens Avenue.
West and South boundaries:Water.
Page 1496 of 1808
North Shore 0 Neighborhood Improvement Project PS 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 3 of 11'
PS 4:
North boundary:existing building.
East boundary:existing building and pavement.
West boundary:water
South boundary:pavement area.
Site Access Site appears to be accessible to truck-mounted drilling equipment and
may require MOT
Should the above information be inconsistent with planned construction, Mr. Aceituno should contact the
PSI office and allow necessary modifications to be made to the proposal.
SCOPE OF SERVICES
The geotechnical engineering scope of services will include the following items that will be covered in more
detail further.
• Desktop review of generally available public information,i.e.,NRCS, USGS databases.
• Field exploration consisting of drilling four SPT soil borings and sampling of the subsurface
materials including rock core samples,and observation of current groundwater levels at the site.
• Laboratory testing of the subsurface materials including sieve analyses, Atterberg limits (clayey
soils if present),moisture content,organic content,and corrosion series.
Field Exploration:
PSI proposes that the subsurface conditions be explored by four SPT soil borings.The table below summarizes
the exploratory boring program as requested by Jacobs Engineering.
TABLE 3:SUMMARY OF SPT BORINGS
PS 3 2 100 200
PS 4 2 100 200
Total: 400
PSI will locate the boring locations, provided by Jacobs Engineering, in the field in order to reduce MOT
requirements;once borings relocation in the field is completed, PSI will send the resulting borings location
plan for Jacobs Engineering approval. The final locations will be shown in our data report. The borings
locations will be identified in the field using available natural landmarks or recreational GPS coordinates.
Surveying of the boring locations to obtain surface coordinates and elevations is beyond the scope of work.
However, PSI will coordinate with Jacobs Engineering regarding the completed boring locations for the final i
surveyed locations completed by others.References to depths of various subsurface strata will be based on
depths below existing grade at the time of drilling. Below are general considerations about the drilling
activities and follows exploration description in Table 4.
• During the field activities, the subsurface conditions will be observed, logged, and visually
classified. Field notes will be maintained to summarize soil types and descriptions, water levels,
changes in subsurface conditions,and drilling conditions.
• Final depths of the borings may be extended (because of weak/soft soils)or reduced (because of
refusal)depending on the subsurface materials identified during field activities.
•
Page 1497 of 1808
North Shore D Neighborhood Improvement Project PS 3 and P5 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 4 of 11
• PSI will contact Local Utility Clearance Entity, i.e., Sunshine 811 prior to the start of drilling
activities. It is our experience that these companies do not mark the locations of privately-owned
utilities. This proposal is based on private utility lines and other subsurface appurtenances are
located in the field by others prior to field activities.
• PSI will also provide GPR scans at each of the boring locations,as required by City of Miami Beach
in order to obtain road closure permit and to further mitigate the risk of drilling through
underground utilities.
• PSI will exercise reasonable caution to avoid damages to underground utilities by contacting local
utility companies prior to the field activities.However,private utility locations are often unknown
by public utility companies and by the utility owners.Therefore, PSI will not be responsible for
damage to the site or any buried utilities that are not made known to us.
• Some damage to the ground surface may result from the drilling operations near the work areas
and along ingress/egress pathways. The field crew will attempt to limit such damage, but no
restoration other than grouting the entire borehole with cement-bentonite and applying asphalt
patches at the borings located within pavement areas is included in this proposal. Excess auger
cuttings and drilling spoils will be hand-swept and removed from all surface soils.
• Maintenance of traffic will be provided for the duration of the field activities.
TABLE 4:ANTICIPATED FIELD EXPLORATION DESCRIPTION
Drilling Equipment Truck-mounted drilling equipment
Drilling Method Mud Rotary
Field Testing Standard Penetration Test-SPT(ASTM D1586)
Sampling Procedure Soils:ASTM D1587/1586
Sampling Frequency Continuously(two-foot intervals)to a depth of 10 feet,and at
five-foot intervals thereafter for SPT borings.
Frequency of Groundwater Level During drilling
Measurements
Boring Backfill Procedures Soil cuttings and grouting
Sample Preservation and General accordance with ASTM 04220
Transportation Procedure
The field exploration program will be performed in general accordance with the designated ASTM procedures
considering local and regional standard of care practices.
Laboratory Testing
Representative soil samples obtained during the field exploration program will be transported to the PSI
laboratory in Miami for testing.The nature and extent of this laboratory testing program will be dependent
upon the subsurface conditions identified during the field exploration program.The laboratory program will
be performed in general accordance with the applicable ASTM procedures considering local and regional
standard of care practices.The laboratory program may include the following tests shown in Table 5 below.
Page 1498 of 1808
North Shore D Neighborhood Improvement Project PS 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 5 of 11
TABLE 5:LABORATORY TESTING GENERAL PROCEDURES
laboratory Test Applicable AS A/General Procedures Qnantli>ty
Visual Classification ASTM D2488 4
Moisture Content ASTM D2216 8
Organic Content ASTM D2974 8
Sieve Analysis AASHTO T-27 8
Material Finer than 200 Sieve ASTM C-117 8
Soil Resistivity ASTM G57 4
ASTM G51 or ASTM D4972,or EPA SW-846 Test
Soil pH 4
Method 9045D
Sulfate Content EPA Sulfate E375.4 or EPA SW-846 Test Method 4
9056A
Chloride Content EPA Chloride E-325 or EPA SW-846 Test 4
Method 9056A
Portions of any samples that are not altered or consumed by laboratory testing will be retained for 30 days
after the issuance of the geotechnical report and will then be discarded.
Data Report
The results of the field exploration,and laboratory testing will be included in a Data Report and summarized
on convenient tables; no geotechnical engineering analyses nor recommendations are needed at this time.
A pdf version of the geotechnical data report will be prepared and submitted by email to Jacobs Engineering
and design team. If requested by Jacobs Engineering, additional hard copies can be provided. The data
geotechnical report will be reviewed,signed,and sealed by a registered Professional Engineer in the State of
Florida.
Schedule based on the site accessibility,drilling can commence approximately three weeks after the right of
way permit is granted and we are authorized to proceed,weather permitting. Please note that the permit
process duration is out of PSI's control and can take anywhere from a week to four months.The final data
report will be provided within two weeks of completion of our subsurface exploration.If desired,preliminary
geotechnical data information can be provided to the design team once the exploration advance and
laboratory testing are complete.
Delays sometime occur due to adverse weather, utility clearance requirements, site clearing requirements
for drill rig access, obtaining drilling permits, obtaining Right of Entries and other factors outside of PSI's
control.In this event,PSI will communicate the nature of the delay and provide a schedule as soon as possible.
FEE
PSI proposes that the fee for performance of the scope of services be charged as a lump sum. Based on the
scope of our geotechnical services(SPT borings,laboratory testing and engineering data report)provided in
this proposal,the cost of services will be$22,694.52 as detailed in,our base services cost break down Table 6
below.
iie
Page 1499 of 1808
North Shore D Neighborhood Improvement Project PS 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.039 7-1 0 0 322 Page 6 of 11
TABLE 6:GEOTECHNICAL SERVICES COST BREAKDOWN
ENGINEERS ESTIMATE FOR GEOTECH SERVICES
North Shore D Neighborhood Improvement Project Pump Stations PS-3 and PS-4
4/4/2023
Line oesalptlen Est Q1y. Utdt MoltlpWr Rate Toed
$ 22,694.52
Reid Woodpiles $ 14,924.24
Mobilization/Demobilization(Up to 100 ft of borings per day;
1.A 12751100'=13) 4 Ea N/A $ 378.56 $ 1,514.24
1.13 SPT Borings(0-50 feet)(2 borings to 50') 200 IF N/A $ 21.63 $ 4,326.00
1.8 SPTBorings(50-75 feet)(2 borings to25'=50') 100 LF N/A $ 25.96 $ 2,596.00
1.13 SPT Borings(75-100 feet)(2 borings to 25'=50') 100 LF N/A $ 30.28 $ 3,028.00
1.1 Closing Holes with Grout(SPT Borings) 400 LF N/A $ 8.65 $ 3,460.00
Laboratory Teeing $ 2.74225
3.G Moisture Content 8 Ea N/A $ 41.10 $ 328.80
3.H Organic Content 8 Ea N/A $ 54.08 $ 432.64
3.1 Grain Size per(AASHTOT-27) 8 Ea N/A $ 69.22 $ 553.76
3.0 Material Finer than200SieveperASTMC-117 8 Ea N/A $ 48.67 $ 389.36
3.K Soil Classification per ATSM D-2487 4 Ea N/A $ 103.83 $ 415.32
Resistivity Test in Accordance with California Method 643-7
3.0 4 Ea N/A $ 155.75 $ 623.00
(pH,sulfates,resistivity and chlorides)
Bi neerie<Menyen.a..tendRooted+Report $ 5,027.40
24.0 Non Registered Technical Staff 8 Hr 2.85 $ 50.00 $ 1,140.00
24.A Senior Technical Engineer Scientists 4 Hr 2.85 $ 67.00 $ 763.80
24.B Senior Project Manager/RegisteredTechnicalStaff 16 Hr 2.85 $ 63.00 $ 2,872.80
24.F Engineering Technician 4 Hr 2.85 $ 22.00 $ 250.80
Notes:Unit rates in accordance with Miami-Dade County Water and Sewer Contract No.E 5-WASD-0
NC:Rate not in contract
Depending on the size of the project and project schedule,partial billing may be performed monthly based
on Project Item progress to date prior to the completion of the final report.
The estimated fee is based on the boring locations being accessible to truck mounted drilling equipment and
the client obtaining and providing permission for PSI to enter and access the site.
It should be noted that fees associated with locating private underground utilities, reviewing construction
drawings, executing traffic control services, preparing construction specifications, attending special
conferences,providing environmental consulting,and any other work requested after submittal of the report
is not included in the proposed fee.
AUTHORIZATION
PSI will proceed with the geotechnical services based on written authorization.The service will be performed
pursuant to the attached General Conditions enclosed and incorporated into this proposal.
01 .
•
Page 1500 of 1808
North Shore D Neighborhood Improvement Project P5 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 7 of 11
Please sign the authorization sheet and return one copy of this proposal.When returning the proposal,please
also complete the attached Project Data Sheet,and provide a scaled-current site plan so that PSI may best
serve the project. By executing this authorization, permission is being provided for PSI to access the project
site.
CLOSING
We at PSI appreciate the opportunity to offer professional services for this project and look forward to being
part of the design team.If there are any questions,please feel free to contact us at your convenience.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES,INCtAl
Lucrece E. Regisme Jose N.Gomez, PE, D.GE
Staff Engineer—Geotechnical Services Chief Engineer—Geotechnical Services
Iucrece.regisme@intertek.com Jose.n.Romez( intertek.com
Appendix A: Proposal Authorization and Payment Instructions
Project Data Sheet
General Conditions
LER/JNG/Ier
Page 1501 of 1808
North Shore D Neighborhood Improvement Project PS 3 and P5 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 8 of 11
Proposal Authorization &Payment Instructions
Authorization
To execute this proposal, please sign and complete the authorization information below, along with
applicable payment instructions, and return one copy of the authorized proposal to the PSI office.
Authorized By(please print) Signature
Title Firm
Address
City State Zip Code Telephone
Email Address Date Purchase Order No./Project Tracking No.(if applicable)
Payment Instructions
If invoice payment is to be made by a party other than the authorizing party above, please provide the
following information for whom the invoices are to be billed:
Firm Attention
Address Title
City State Zip Code Telephone
Authorizing Party's Relationship to Invoice Payment Party
If invoices are to be approved other than by the payment party above, please provide the following
information for whom the invoices are to be mailed for approval:
Firm Attention
Address Title
City State Zip Code Telephone
Authorizing Party's Relationship to Invoice Approval Party
Y 1
Page 1502 of 1808
North Shore D Neighborhood Improvement Project PS 3 and PS 4,City of Miami Beach,FL April 4,2023
PSI Proposal No.0397-100322 Page 9 of 11
Project Data Sheet
Please complete the following Project Data Sheet so that PSI may best serve your project.
Project Name
Architect Project Manager Phone Number
Structural Engineer Project Manager Phone Number
Civil Engineer Project Manager Phone Number
Construction Type Plan Area Number of Floors
Interior Column Spacing Exterior Column Spacing
Exterior Column Load Live Dead
. Interior Column Load Live Dead
Floor Slab Load Slab-on-Grade Basement/Depth
Will Elevation of site be raised by filling How much?
Septic Tank Storm Water Drainage
Pavement Type Traffic Load Traffic Type
Other pertinent Information/Subsurface Information
Page 1503 of 1808
GENERAL CONDITIONS-FLORIDA
t. PARTIES AND SCOPE OF WORK:Professional Service Industries Inc.("PSI")shall include said company or its particular division,subsidiary or affiliate performing
the work."Work"means the specific service to be performed by PSI as set forth in PSI's proposal,Client's acceptance thereof and these General Conditions,Additional
work ordered by Client shall also be subject to these General Conditions. "Client"refers to the person or business entity ordering the work to be done by PSI.If Client is
ordering the work on behalf of another,Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work.
Unless otherwise stated in writing,Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and
sufficient for Client's intended purpose.Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI's work.
PSI shall have no duty or obligation to any third party greater than that set forth in PSI's proposal,Client's acceptance thereof and these General Conditions.The ordering
of work from PSI,or the reliance on any of PSI's work,shall constitute acceptance of the terms of PS1's proposal and these General Conditions,regardless of the terms of
any subsequently issued document.
2. TESTS AND INSPECTIONS:Client shall cause all tests and inspections of the site,materials and work performed by PSI or others to be timely and properly performed
in accordance with the plans,specifications and contract documents and PSI's recommendations.No claims for loss,damage or injury shall be brought against PSI by
Client or any third party unless all tests and inspections have been so performed and unless PSI's recommendations have been followed.Client agrees to indemnify,
defend and hold PSI,its officers,employees and agents harmless from any and all claims,suits,losses,costs and expenses,including,but not limited to,court costs and
reasonable attorney's fees in the event that all such tests and inspections are not so performed or PSI's recommendations are not so followed.
3. PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship
requirements. In addition, unless explicitly agreed to in the body of this proposal,this proposal specifically excludes compliance with any state or federal prevailing
wage law or associated requirements,including the Davis Bacon Act. It is agreed that no applicable prevailing wage classification or wage rate has been provided to PSI,
and that all wages and cost estimates contained herein are based solely upon standard,non-prevailing wage rates. Should it later be determined by the Owner or any
applicable agency that in fact prevailing wage applies,then it is agreed that the contract value of this agreement shall be equitably adjusted to account for such changed
circumstance. Client will reimburse,defend,indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing
wage regulations cover the Project,including all costs,fines and attorney's fees.
4. SCHEDULING OF WORK:The services set forth in PSI's proposal and Client's acceptance will be accomplished by PSI personnel at the prices quoted. If PSI
is required to delay commencement of the work or if,upon embarking upon its work,PSI is required to stop or interrupt the progress of its work as a result of changes in
the scope of the work requested by Client,to fulfill the requirements of third parties,interruptions in the progress of construction,or other causes beyond the direct
reasonable control of PSI,additional charges will be applicable and payable by Client.
5. ACCESS TO SITE:Client will arrange and provide such access to the site and work as is necessary for PSI to perform the work.PSI shall take reasonable measures and
precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment.
6. CLIENT'S DUTY TO NOTIFY ENGINEER:Client warrants that it has advised PSI of any known or suspected hazardous materials,utility lines and pollutants at any
site at which PSI is to do work,and unless PSI has assumed in writing the responsibility of locating subsurface objects,structures,lines or conduits,Client agrees to
defend,indemnify and save PSI harmless from all claims,suits,losses,costs and expenses,including reasonable attomey's fees as a result of personal injury,death or
property damage occurring with respect to PS1's performance of its work and resulting to or caused by contact with subsurface or latent objects,structures,lines or conduits
where the actual or potential presence and location thereof were not revealed to PSI by Client.
7. RESPONSIBILITY:PSI's work shall not include determining,supervising or implementing the means,methods,techniques,sequences or procedures of construction.
PSI shall not be responsible for evaluating,reporting or affecting job conditions concerning health,safety or welfare.PSI's work or failure to perform same shall not in
any way excuse any contractor,subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require
subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance,including any policies required of Client's contractors
or subcontractors,covering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor's work.
a. SAMPLE DISPOSAL:Test specimens will be disposed immediately upon completion of the test.All drilling samples will be disposed sixty(60)days after submission
of PSI's report.
9. PAYMENT:The quantities and fees provided in this proposal are PSI's estimate based on information provided by Client and PSI's experience on similar projects. The
actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional
work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule.Client shall be invoiced once each month for work
performed during the preceding period.Client agrees to pay each invoice within thirty(30)days of its receipt.Client further agrees to pay interest on all amounts invoiced
and not paid or objected to for valid cause in writing within said thirty(30)day period at the rate ofeighteen(18)percent per annum(or the maximum interest rate permitted
under applicable law),until paid.Client agrees to pay PSI's cost of collection of all amounts due and unpaid after thirty(30)days, including court costs and reasonable
attomey's fees.PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this agreement,
any provision wherein PSI waives any rights to a mechanics'lien,or any provision conditioning PSI's right to receive payment for its work upon payment to Client by any
third party.These General Conditions are notice,where required,that PSI shall file a lien whenever necessary to collect past due amounts.Failure to make payment within
30 days of invoice shall constitute a release of PSI from any and all claims which Client may have,whether in tort,contract or otherwise,and whether known or unknown
at the time.
Page 1504 of 1808
1
B-900-11(14)-FL 6/22
GENERAL CONDITIONS-FLORIDA
to.ALLOCATION OF RISK,LIMITATION OF LIABILITY,AND RELEASE OF INDIVIDUAL EMPLOYEES AND AGENTS: PURSUANT TO
FLORIDA STATUE § 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF PSI MAY
NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.
SHOULD PSI OR ANY OF ITS EMPLOYEES BE FOUND TO HAVE BEEN NEGLIGENT IN THE PERFORMANCE OF ITS WORK,OR TO HAVE MADE
AND BREACHED ANY EXPRESS OR IMPLIED WARRANTY,REPRESENTATION OR CONTRACT,CLIENT,ALL PARTIES CLAIMING THROUGH CLIENT
AND ALL PARTIES CLAIMING TO HAVE IN ANY WAY RELIED UPON PSI'S WORK AGREE THAT THE MAXIMUM AGGREGATE AMOUNT OF THE
LIABILITY OF PSI.ITS OFFICERS.EMPLOYEES AND AGENTS SHALL BE LIMITED TO S25.000.00 OR THE TOTAL AMOUNT OF THE FEE PAID TO PSI
FOR ITS WORK PERFORMED ON THE PROJECT.WHICHEVER AMOUNT IS GREATER.IN THE EVENT CLIENT IS UNWILLING OR UNABLE TO LIMIT
PSI'S LIABILITY IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THIS PARAGRAPH.CLIENT MAY.UPON WRITTEN REQUEST OF CLIENT
RECEIVED WITHIN FIVE DAYS OF CLIENT'S ACCEPTANCE HEREOF.INCREASE THE LIMIT OF PSI'S LIABILITY TO S250,000.00 OR THE AMOUNT
OF PSI'S FEE PAID TO PSI FOR ITS WORK ON THE PROJECT.WHICHEVER IS THE GREATER,BY AGREEING TO PAY PSI A SUM EOUIVALENT TO AN
ADDITIONAL AMOUNT OF 5%OF THE TOTAL FEE TO BE CHARGED FOR PSI'S SERVICES.THIS CHARGE IS NOT TO BE CONSTRUED AS BEING A
CHARGE FOR INSURANCE OF ANY TYPE. BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY INVOLVED. IN ANY EVENT,
ATTORNEY'S FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE AMOUNT AVAILABLE,AND ONLY ONE SUCH
AMOUNT WILL APPLY TO ANY PROJECT.
NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT.TORT (INCLUDING NEGLIGENCE AND BREACH OF STATUTORY DUTY) OR
OTHERWISE FOR LOSS OF PROFIT(WHETHER DIRECT OR INDIRECT)OR FOR ANY INDIRECT. CONSEOUENTIAL,PUNITIVE. OR SPECIAL LOSS OR
DAMAGE.INCLUDING WITHOUT LIMITATION LOSS OF PROFITS.REVENUE.BUSINESS.OR ANTICIPATED SAVINGS(EVEN WHEN ADVISED OF THEIR
POSSIBILITY).
NO ACTION OR CLAIM.WHETHER IN TORT.CONTRACT.OR OTHERWISE,MAY BE BROUGHT AGAINST PSI,ARISING FROM OR RELATED TO PSI'S
WORK.MORE THAN TWO YEARS AFTER THE CESSATION OF PSI'S WORK HEREUNDER.REGARDLESS OF THE DATE OF DISCOVERY OF SUCH
CLAIM.
11.INDEMNITY:Subject to the above limitations,PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims,suits,costs and
expenses including reasonable attomey's fees and court costs to the extent arising out of PSI's negligence as finally determined by a court of law.Client shall provide the
same protection to the extent of its negligence. In the event that Client or Client's principal shall bring any suit,cause of action,claim or counterclaim against PSI,the
Client and the party initiating such action shall pay to PSI the costs and expenses incurred by PSI to investigate,answer and defend it,including reasonable attomey's and
witness fees and court costs to the extent that PSI shall prevail in such suit.
12.TERMINATION:This Agreement may be terminated by either party upon seven days'prior written notice.In the event of termination,PSI shall be compensated by
Client for all services performed up to and including the termination date,including reimbursable expenses.
13.EMPLOYEES/WITNESS FEES:PSI's employees shall not be retained as expert witnesses except by separate,written agreement.Client agrees to pay PSI's legal
expenses,administrative costs and fees pursuant to PSI's then current fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of
any work performed under this agreement,Client agrees not to solicit,recruit,or hire any PSI employee or person who has been employed by PSI within the previous
twelve months. In the event Client desires to hire such an individual,Client agrees that it shall seek the written consent of PSI,and shall pay PSI an amount equal to one-
half of the employee's annualized salary,without PSI waiving other remedies it may have.
14.FIDUCIARY:PSI is not a financial advisor,does not provide financial advice or analysis of any kind,and nothing in our reports can create a fiduciary relationship between
PSI and any other party.
is.RECORDING:Photographs or video recordings of the Client's own project may be taken by and used for the Client's own internal purposes. Photographs or video recordings
may not be used for marketing or publicity,or distributed to a third party or otherwise published without PSI's prior review and consent in writing. Taking photographs of other
Clients'samples,test setups,or facilities,or recording in any manner any test specimen other than the test specimen related to the Client's project is prohibited;and the Client
agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently. The Client shall defend,hold harmless,and indemnify
PSI for any breach of this clause.
16.CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be governed by,construed, and enforced in
accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in
Cook County,Illinois,or the Federal Court for the Northern District of Illinois.
17.PROVISIONS SEVERABLE:The parties have entered into this agreement in good faith,and it is the specific intent of the parties that the terms of these General
Conditions be enforced as written. In the event any of the provisions of these General Conditions should be found to be unenforceable,it shall be stricken and the remaining
provisions shall be enforceable.
IS.ENTIRE AGREEMENT:This agreement constitutes the entire understanding of the parties,and there are no representations,warranties or undertakings made other
than as set forth herein.This agreement may be amended,modified or terminated only in writing,signed by each of the parties hereto.
•
Page 1505 of 1808
2
8.900-11(14)-FL 6/22
RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING FOR THE NORTH
SHORE D NEIGHBORHOOD IMPROVEMENT (NORTH BEACH TOWN
CENTER) PROJECT, PURSUANT TO THE AGREEMENT REQUEST
FOR PROPOSALS (RFQ) 2018-312-KB MASTER DESIGN
CONSULTANT FOR INTEGRATED WATER MANAGEMENT BETWEEN
THE CITY AND JACOBS ENGINEERING GROUP, INC. AND
AUTHORIZING A TASK ORDER TO COMPLETE THE ENGINEERING
AND CONSULTING SERVICES REQUIRED FOR THE BASIS OF
DESIGN FOR SERVICES INCLUDING: (1) DESIGN ANALYSIS FOR
POTABLE WATER, SANITARY SEWER, AND STORMWATER
INFRASTRUCTURE NEEDS; (2) THE SIZING AND LOCATION OF
FUTURE STORMWATER PUMP STATION(S) AND WATER QUALITY
STRUCTURES; (3) THE CONSTRUCTION PHASING FOR
COMPLETING THE REQUIRED IMPROVEMENTS; (4) SUPPORT
SERVICES FOR PUBLIC OUTREACH AND COMMUNICATIONS WITH
PROJECT STAKEHOLDERS AND RESIDENTS IN THE AMOUNT NOT
TO EXCEED OF $1,825,978.52 PERFORMED BY JACOBS
ENGINEERING GROUP, INC. AND CES CONSULTING, INC.; AND
APPROVING HAZEN AND SAWYER, P.C., AS A NEW
SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR HYDRAULIC MODELING AND ASSOCIATED
ANALYSIS FOR POTABLE WATER AND SANITARY . SEWER
INFRASTRUCTURE IN THE AMOUNT NOT TO EXCEED OF
$327,978.88; AND APPROVING BRIZAGA, INC., AS A NEW
SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR PUBLIC OUTREACH AND STAKEHOLDER
COMMUNICATION SERVICES IN THE AMOUNT NOT TO EXCEED OF
$124,602.54; AND APPROVING LONGITUDE SURVEYORS, LLC, AS A
NEW SUBCONSULTANT, TO PERFORM SPECIALIZED ANCILLARY
SERVICES FOR SURVEYING IN THE TOTAL AMOUNT NOT TO
EXCEED OF $352,565.00; AND APPROVING PSI TECHNOLOGIES,
INC., AS A NEW SUBCONSULTANT, TO PERFORM ANCILLARY
SPECIALIZED SERVICES FOR GEOTECHNICAL INVESTIGATIONS IN
THE AMOUNT NOT TO EXCEED OF $22,694.52, FOR A TOTAL
PROJECT NOT TO EXCEED AMOUNT OF $2,653,819.46.
WHEREAS, at its October 19, 2016 meeting, the City Commission adopted the North
Beach Master Plan, which identified the North Beach Town Center(the "Town Center"), located
in the North Shore D Neighborhood ("North Shore D") as being in need of redevelopment and
revitalization, via Resolution No. 2016-29608; and
WHEREAS, at its May 16, 2018 meeting, the City Commission adopted the
Page 1506 of 1808
Comprehensive Plan Amendment"Miami Beach 18-1 ESR"which provided for an increase to the
maximum Floor Area Ratio (FAR) in the Town Center(TC) zoning districts (Collins and Dickens
Avenues to Indian Creek Drive between 69 and 72 Streets) to 3.5 FAR from the current FAR of
2.25 to 2.75 for the TC-1 district;from 2.0 for the TC-2 district; and from 1.25 for the TC-3 district;
and
WHEREAS, at its November 14, 2018 meeting, the City Commission approved accepting
the recommendation of the City Manager, to authorize negotiations relating to Request For
Qualifications No.•2018-312-KB, for master design consultant for integrated water management;
and authorizing the Administration to enter into negotiations with Jacobs Engineering Group Inc.,
via Resolution No. 2018-30613; and
WHEREAS, on February 28, 2019, the City and Jacobs Engineering Group, Inc. entered
into an Agreement for Master Design Consultant for Integrated Water Management (the
"Agreement"), having an initial term of three (3)years, with two (2)one-year renewal terms, both
of which have been approved; and
WHEREAS,at the June 18,2021 and July 16,2021 Budget Workshops,the City budgeted
$40,627,421 for the North Shore D and Town Center Neighborhood Improvement Project in the
City of Miami Beach 2022-2026 Capital Improvement Plan under Future Stormwater Funding,
thereby prioritizing the improvements for this Neighborhood to be completed in the near future;
and
WHEREAS, on September 30, 2021, the Mayor and City Commission approved
Resolution 2021-31860 adopting the tentative Capital Improvement Plan for fiscal'years 2022-
2026 and adopting the City of Miami beach tentative Capital Budget for fiscal year 2022.
WHEREAS, on September 20, 2022,the City executed the$10,000,000 grant agreement
#22FRP35 with the State of Florida Department of Environmental Protection (FDEP), pursuant to
Florida Statutes Section 215.971, for the design and permitting of infrastructure upgrades in the
Town Center; and
WHEREAS, the City's Neighborhood Project Prioritization Plan (NPPP) identifies the
North Shore D Neighborhood as a high-priority neighborhood for addressing infrastructure
deficiencies, with consideration of flood risk management, public safety, the reliability of key
services, and the City's infrastructure master plans; and
WHEREAS,developers have expressed a recent interest in redeveloping at least fourteen
parcels in Town Center; and
WHEREAS, the anticipated.Town Center developments and corresponding increase in
population would increase demands on the City's infrastructure; and
WHEREAS, the City's existing infrastructure may not have sufficient capacity to
adequately serve future demands on its infrastructure; and
WHEREAS, the North Shore D Neighborhood Improvement Project — Phase I, would
identify infrastructure improvements in North Shore D to meet expected future demands; and
WHEREAS,the North Shore D Neighborhood Improvement Project—Phase I, is expected
to be fully-funded by the aforementioned FDEP grant.
Page 1507 of 1808
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 approving for the North Shore D Neighborhood Improvement (North Beach Town
Center) Project, pursuant to the agreement Request For Proposals (RFQ) 2018-312-KB
master design consultant for integrated water management between the City and Jacobs
Engineering Group, Inc. and authorizing a task order to complete the engineering and
consulting services required for the basis of design for services including: (1) Design
analysis for potable water, sanitary sewer, and stormwater infrastructure needs; (2) The
sizing and location of future stormwater pump station(s) and water quality structures; (3)
The construction phasing for completing the required improvements; (4) Support services
for public outreach and communications with project stakeholders and residents in the
amount not to exceed of $1,825,978.52 performed by Jacobs Engineering Group, Inc.
and CES Consulting, Inc.; and approving Hazen and Sawyer, P.C., as a new
subconsultant, to perform specialized ancillary services for hydraulic modeling and
associated analysis for potable water and sanitary sewer infrastructure in the amount not
to exceed of $327,978.88; and approving Brizaga, Inc., as a new subconsultant, to
perform specialized ancillary services for public outreach and stakeholder communication
services in the amount not to exceed of $124,602.54; and approving Longitude
Surveyors, LLC, as a new subconsultant, to perform specialized ancillary services for
surveying in the total amount not to exceed of $352,565.00; and approving PSI
Technologies, Inc., as a new subconsultant, to perform ancillary specialized services for
geotechnical investigations in the amount not to exceed of$22,694.52, for a total project
not to exceed amount of$2,653,819.46.
Page 1508 of 1808